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Home My WebLink AboutCity Council Packet_1-11-17CITY OF FALCON HEIGHTS Regular Meeting of the City Council City Hall 2077 West Larpenteur Avenue AGENDA January 11, 2017 at 7:00 P.M. A.CALL TO ORDER: B. ROLL CALL: LINDSTROM ___ HARRIS ____ BROWN THUNDER ___ FISCHER ___ GUSTAFSON___ STAFF PRESENT: THONGVANH____ C.PRESENTATIONS: 1.Ramsey County Sheriff Update 2. MnDot – Larpenteur/Snelling Ave Project D. APPROVAL OF MINUTES: 1.December 14, 2016 City Council Meeting Minutes E.PUBLIC HEARINGS: F. CONSENT AGENDA: 1. General Disbursements through: 1/05/17 $211,541.07 Payroll through: 12/31/16 $38,867.22 2.Approval of City License(s) 3.Designating Official Depositories for 2017 4.Review Elected Official Out-of-State Travel Policy 5.Review and Adopt Council Standing Rules 6.Council Appointment as Liaison for City Commissions 7.Appoint Acting Mayor 8.Commission Member Reappointments 9. Mile Reimbursement Rate for 2017 10. Approval of the 2017 NYFS Cooperative Service Agreement G: POLICY ITEMS: 1.Accepting Plans and Specifications and Ordering Advertisement for Bids for the 2017 Pavement Management Project H.INFORMATION/ANNOUNCEMENTS: 1.Police Report I. COMMUNITY FORUM: J.ADJOURNMENT: BLANK PAGE 1 | Page CITY OF FALCON HEIGHTS Regular Meeting of the City Council City Hall 2077 West Larpenteur Avenue MINUTES December 14, 2016 at 7:00 P.M. A.CALL TO ORDER: 7:00pm B. ROLL CALL: LINDSTROM ___ HARRIS _X__ BROWN THUNDER _X__ FISCHER _X__ GUSTAFSON_X__ STAFF PRESENT: THONGVANH_X__ FREIHAMMER_X__ C.PRESENTATIONS: D.APPROVAL OF MINUTES: 1. November 2, 2016 City Council Workshop Minutes Approved 2.November 9, 2016 City Council Meeting Minutes Approved E.PUBLIC HEARINGS: 1. 2016 Truth in Taxation and Budget Presentation City Administrator Thongvanh presented the factors that goes into the taxes: city, county, school, and special taxing authority. Taxable market value is what is used to calculate taxes. The City of Falcon Heights had a 2% increase in home valuation. The county accounts for 51% of taxes, the city accounts for 24%, school districts account for 17.2%, and special districts account for 7.8%. Falcon Heights has the third lowest tax rate in the county. Since 2014, the average city portion tax increase on a median value home is $22 per year. This increase is lower than the increase in 2016. 70% of parcels within Falcon Heights either had a decrease or a 0% increase in their property taxes. The total levy is 8.9% which is comprised of 10.2% Ad Valorem levy and -1.3% debt levy. General fund expenditures are 5.16% higher than the 2016 operating budget. Helen Foster- 2190 Folwell Ave.: Her taxes went up 32.2% and a neighbor went up 68%. The value of the home went up $100,000 without improvements. City Administrator Thongvanh stated that there is a process with Ramsey County to appeal home valuation. Typically, they take the value of what homes in the surrounding area have sold for. Ramsey County doesn’t always adjust valuation of the homes every year. Increase may be from a three-year period. 1 of 119 2 | Page Council Member Gustafson stated there is a certain percentage of increases that are covered by income, and that can be brought up with a tax preparer. There is an interactive page on the Ramsey County website about when a home gets evaluated. Chuck Laszewski- 1713 St. Mary’s St.: When the preliminary levy was set in September, some residents suggested that the city should reduce the amount of fines collected through police actions. The We Can Do Better group created a spreadsheet from research on fines. Their suggestion was to cut the amount of fines that filter into the general fund by a maximum of $15,000. They want traffic stops only for speeding, suspected drunk driving, and running red lights. If St. Anthony undergoes a study by the DOJ, they will more than likely enforce less minor citations, so the city should prepare its budget for fewer funds. Council Member Fischer stated that this is something that the Task Force can discuss if they want to move forward. Council Member Gustafson stated that after September in order to decrease revenue they would have to increase the levy, but they are only able to either approve the levy or decrease it after that point. In order to not enforce these fines, that would require changes in state legislature. In the meantime, when revenues begin to decrease the Council can work to adjust funds. City Administrator Thongvanh stated that Chief Mangseth’s statement was that he would look to the Council for priorities. Police officers take an oath, therefore, they adhere to state statutes. John Thompson- He spoke to Chief Mangseth and was told to wait on the evidence. He waited and wants the city to end the contract now that Choi has spoken. Council Member Fischer Moved, Approved 4-0 2. 2017 PMP Public Hearing and Calling for Improvements City Engineer Freihammer presented that the pavement project will include Folwell, Vincent, Northrop, Burton, and Coffman. They will also be doing the pathway on Roselawn between Fairview and Cleveland. There will be a reclaim, panels will be replaced, but not all curb and gutter will be replaced. The estimated cost of the street portion is $750,000. The roads right now range from a 6-43 rating. The trail improvement is estimated to be $81,000. There will be some drainage improvements included in the project, this means adding some additional storm sewer components with an estimated cost of $65,000. Additional storm sewer repairs are estimated at $57,000. The City will be working on this project with St. Paul Water Utility. They will be replacing cast iron water mains, and also replacing fire hydrants. The total cost of the project is estimated at 1,496,000, about $900,000 is Falcon Heights’ cost. This will be paid for by street infrastructure funds, municipal state aid, storm sewer funds, and assessments. The assessment policy states that corner lots are assessed 100% of the long side and 0% of the short side of their property. Assessment rate is 40% for residential 60% for 2 of 119 3 | Page commercial and multi-family. The estimated rate for residential property is $28 per linear foot and $42 per linear foot for multi-family/commercial. The final assessment hearing will be held in October. In February 2017 they would approve bids and aim for a June construction date. Neil Waller- 1596 Vincent St.: The assessment amounts area skewed among properties in the Grove. A large percentage are paying in the range of $2,000. A few homeowners are paying well over $4,000. The people that live on corners are being asked to pay the most. Being charged based on the long side of one’s property does not make sense in the Grove because most of their edges are round. Residents that live on corner lots do not use the streets and water systems more than other residents. He is asking the Council to reassess the Grove residents based on a fairer policy. Currently in Minneapolis and St. Paul residents are suing the city because they also do not like this standard policy that is in place. City Engineer Freihammer stated that the assessment portion is only for the street repair, not water or sewer. Erric Schiffman-1596 Northrop St.: He wanted to add that the other options to assessing are averaging the width and length or to average the costs for all residents. He considers his plot to be a unique situation since he does not have a double lot or backyard. City Engineer Freihammer stated for clarification that the front footage of Coffman was calculated and divided by the number of units. City Administrator Thongvanh stated that once the Council has the assessment public hearing, there is a time to appeal for unique situations. He has seen other communities take a look at the total of the project, and base their calculation on the average frontage of the properties. City Engineer Freihammer can speak more to residents on the calculations of the circular plot sides. Assessments can be appealed at one of two times: when the Council approves the assessment role and at the assessment hearing. Clyde: He just got back from Canonball River in North Dakota. Police are shooting people in the backs with rubber bullets, turning dogs on them, and using concussion grenades. It should be seriously considered to end the contract. Thousands are grieving and pleading for justice. The Council should come to a conclusion on this. Do you want a police force or peace officers? Council Member Gustafson Moved, Approved 4-0 3. Outstanding Invoices for City Services City Administrator Thongvanh presented the annual process for assessing properties that the city has done work on abating from receiving code violation. There are two properties being assessed: 1354 California and 1771 Arona. The California assessment is $275 and the Arona assessment is $2,000. This is based on contracted work to abate the property. Council Member Harris Moves, Approved 4-0 3 of 119 4 | Page F. CONSENT AGENDA: 1. General Disbursements through: 12/08/16 $180,199.71 Payroll through: 11/30/16 $37,080.94 2. Approval of City License(s) 3. 2017 Proposed City Fee Schedule 4. Appointment of Prosecuting Attorney 5. Appointment of City Attorney 6. Appointment of City Engineer 7. Appointment of City Auditor 8. Designation of Official Newspaper 9. 2017 Cost of Living Adjustments (COLA) 10. Transfer of Funds & Year End Budget Amendments 11. Bureau of Criminal Apprehension (BCA) Joint Powers Agreement 12. Appointment of Grant Heitman to the Falcon Heights Volunteer Fire Department 13. Purchase Sweeper from the City of Little Canada 14. Charitable Gambling – Falcon Heights Elementary PTA 15. State Aid Project (TH 51) No. 062-630-065 & State Project No. 6216-127 City Administrator Thongvanh presented that in the 2017 Fee Schedule there are updates to the sewer and storm sewer charges per property as discussed in budget workshops. The street sweeper purchase is a piece of equipment that we jointly own with Little Canada. The city is fulfilling the agreement and purchasing it from them. Lastly, the State Aid Project item is to approve the Mayor and City Administrator to sign corresponding documents and to have the ability to negotiate with the state in terms of cost for that project. Council Member Harris Moved, Approved 4-0 G: POLICY ITEMS: H. INFORMATION/ANNOUNCEMENTS: Council Member Fischer: No updates Council Member Harris: No updates Council Member Gustafson: The Parks and Recreation Commission’s next meeting will be on January 9th at 6:30pm at City Hall. Staff is currently doing research for proposed interpretive signage for the Curtiss Field history of the northwest airport. This will be submitted as part of a grant application to the Minnesota Historical Society and the Minnesota Legacy Act. The January Parks and Recreation Commission meeting will discuss 2017 goals. There are Commission openings. The Task Force met for the first meeting last night. They discussed aspirations, why they got involved, and what success might look like. They also discussed open meeting laws and practices. They will meet 2-3 times a month. All information will be on the Falcon Heights 4 of 119 5 | Page website. He also wants to extend condolences to the family of Virginia Frenzel, a Falcon Heights resident that passed away. Mayor Pro Tem Brown Thunder: NYFS has a senior chore program that includes shoveling sidewalks and driveways. City Administrator Thongvanh: He sent out a press release that the Department of Justice (DOJ)-COPS is to announce a comprehensive review of the St. Anthony Police Department. They will announce this alongside COPS, Community Oriented Policing Services. This will take place on December 15 at 2:00pm. Attendance is open to the public. I. COMMUNITY FORUM: Tyrone Tarrell- 270 Kent St. St. Paul: Choi has made his decision, so when will this Council make their decision about St. Anthony PD? He is here with other board members to ask that the contract be ended. David Glass- He is a warrior for social justice and economic development. He wants to ask his friend, Council Member Brown Thunder, to spend some time thinking about what they are doing. It’s not his perception that people are being heard. What happens in Falcon Heights affects other communities. St. Paul Police do an excellent job in community policing. What is happening in Cannonball isn’t the police, it’s private security. Is this the right contract for the community? Henry Boucha- He recently moved back to Minnesota and joined the board of National Coalition against Racism in Sports and Media. He stands with David and Tyrone about looking into a new Police Department. Dierdra Darivick- 211 East 7th St. St. Paul: A Black man named Frank Baker was attacked by a canine in St. Paul. To hear that you have not severed your contract with SAPD is abominable. 47% of the people pulled over when driving through the city were Black, and 7% of Falcon Heights’ population is Black. The world is watching. The city should sever the contract and sue. Akil Foluke: The Council’s demeanor is the same. He tells his friends updates on what’s been happening. There’s only one way to move forward. It’s going to happen again. Are you paid officials and you don’t listen to your citizens? Are you going to make a motion to sever the contract? Council Member Gustafson: The Council is taking the steps that they can take, and the Council is reviewing Police Department procedures. The Task Force will be accountable action. Council Member Fischer: The criminal justice system is going to respond to the event, and we as a city are going to respond to the system. We’re responding to the policies of the police department. The 5 of 119 6 | Page Department of Justice (DOJ) was invited by St. Anthony Police Department to review them, and he sees that as a bold move. Who does policing better? Mayor Pro Tem Brown Thunder: Just because the Council is not giving you the decision you want to hear, doesn’t mean that isn’t the direction it’s headed in. John Thompson- St. Paul resident: He waited for Choi’s decision, and spoke with Chief Mangseth when he said not to judge the whole department by one officer. The Chief knew that Yanez lied in his police report, and Falcon Heights needs a fresh start. Get someone else to be the police department. What else do we have to wait on? Greg Jackson- The Council made mention that you created a task force for the purpose of operation and to see how the police department operates. He happened to be one of the recipients of misconduct. A St. Anthony officer slammed his head again the hood of a car and was told he could find an alternative route. The Council has the power to make decisions. The just thing to do is to dispose of the contract. There is tension building in lieu of this decision being on hold. Nathaniel Kaleit: There has been some movement in St. Paul with the police department in the last month. There was a riot in 1959 in the Rondo neighborhood. At that time people tried to work on a relationship with the police department to work on trust. The anger built and festered in the community. St. Paul had task forces and the DOJ review. Did you ever find out if first aid was offered and if officers are trained in first aid? Council Member Gustafson: They are trained in first aid. As far as the details of the incident, that is all tied up in the investigation right now. Nathaniel Kaleit: Is there anything Choi said that touched your emotions? You can demand that the St. Anthony Police Department fire that officer. He’s on paid leave. Show the community that you value their humanity and help them to heal. Council Member Fischer: He already knew that this was a horribly tragic event when he first heard about it, but he wants to focus on the Council’s responsibility which is to look at the system of policing. We disagree with the steps. We as a Council can look at policy of the police department as a whole, but the Council does not hire individual officers. Tom Baldwin- 1716 Albert St.: Since this happened he has been asking the Council to have the police department here to have an open and honest discussion. Why didn’t the meeting that took place on Sunday, the 11th fall within the parameters of the lawyer’s legal advice for the Chief to not attend the Council 6 of 119 7 | Page meeting? The only difference he could see was that there wouldn’t be quorum. He was told that it was a private meeting yet the public could attend. This was to keep media away. Chuck Leszewski- 1713 St. Mary’s St.: The Council said to wait until the investigation is over, but is now changing the rules. The details that were told by Choi are worse than imagined. First aid was only applied by Roseville after 3 minutes. Stops made were overwhelmingly skewed to people that are Black. The Chief claimed that analysis is flawed but does not provide other statistics. You should announce that you’re ending the contract tonight or the first meeting in January. Rich Hinrichs- 1483 Larpenteur Ave: He received a letter about the snow on Larpenteur sidewalks. He sent two emails, but has not heard any further discussion. Nothing more has been addressed other than more letters. The amount of snow that gets pushed up from the sidewalk is immense, and the County comes by multiple times to push it onto the sidewalks. He does professional snow removal and the amount on the sidewalk is overwhelming to him. He formally asks that the City Council consider a change in responsibility as Larpenteur is a transit area for buses and needs to be walkable for people in the community. J. ADJOURNMENT: 9:39pm _____________________________ Joe Brown Thunder, Mayor Pro Tem Dated this 14th day of December, 2016 __________________________________ Sack Thongvanh, City Administrator 7 of 119 BLANK PAGE 8 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item General Disbursements and Payroll Description General Disbursements through: 1/05/17 $211,541.07 Payroll through: 12/31/16 $38,867.22 Budget Impact The general disbursements and payroll are consistent with the budget. Attachment(s) · General Disbursements and Payroll Action(s) Requested Staff recommends that the Falcon Heights City Council approve general disbursements and payroll. Meeting Date January 11, 2017 Agenda Item Consent F1 Attachment General Disbursements and Payroll Submitted By Roland Olson, Finance Director 9 of 119 BLANK PAGE 10 of 119 11 of 119 12 of 119 13 of 119 14 of 119 15 of 119 16 of 119 17 of 119 18 of 119 19 of 119 20 of 119 21 of 119 22 of 119 23 of 119 24 of 119 25 of 119 26 of 119 27 of 119 BLANK PAGE 28 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item Approval of City Licenses Description The following individuals have applied for a Municipal Business License for 2017. Staff has received the necessary documents for licensure. 1. Martinizing Cleaners 2. Premier Health The following individuals have applied for a Home Occupation License for 2017. Staff has received the necessary documents for licensure. 1. Preston Sebastian Fitness Owner Budget Impact N/A Attachment(s) N/A Action(s) Requested Staff recommends that the Falcon Heights City Council approve the 2017 City License Applications. Meeting Date January 11, 2017 Agenda Item Consent F2 Attachment N/A Submitted By Tim Sandvik, Deputy Clerk 29 of 119 BLANK PAGE 30 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item Designate Official Depositories for 2017 Description All investments are made according to State law and the City’s Investment Policy. The City Administrator and/or Finance Director are authorized to deposit general and other funds therein and make investments and transfers for funds for the City of Falcon Heights. Collateral is furnished by the financial institutions as required by law. Budget Impact Attachment(s) · Resolution 2017-01 Designating the Official Depositories for the City of Falcon Heights Action(s) Requested Staff recommends approve of attached resolution for the official depositories for 2017. Meeting Date January 11, 2017 Agenda Item Consent F3 Attachment Resolution Submitted By Roland Olson, Finance Director 31 of 119 BLANK PAGE 32 of 119 CITY OF FALCON HEIGHTS COUNCIL RESOLUTION January 11, 2017 No. 17-01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A RESOLUTION DESIGNATING THE OFFICIAL DEPOSITORIES FOR THE CITY OF FALCON HEIGHTS BE IT HEREBY RESOLVED, by the city council of the City of Falcon Heights that the following financial institutions be designated as depositories for funds of the City of Falcon Heights: US Bank System, LMC 4M Fund (checking account) US Bank National Association Morgan Stanley Smith Barney, LLC Wells Fargo Advisors, LLC Minnesota Municipal Money Market Fund (4M and 4M Plus Funds) PMA Securities Inc, PMA Financial Network Inc (4M and 4M Plus Investment Pools) Wells Fargo Securities, LLC BE IT FURTHER RESOLVED that the City Administrator and/or Finance Director is authorized to deposit general and other funds therein and make investments and transfers of funds for the City of Falcon Heights. Collateral shall be furnished by the financial institutions as required by law. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Moved by: Approved by: ________________________ Peter Lindstrom Mayor LINDSTROM ____ In Favor Attested by: ________________________ GUSTAFSON Sack Thongvanh HARRIS ____ Against City Administrator BROWN THUNDER FISCHER 33 of 119 BLANK PAGE 34 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item Review of Elected Official Out-of-State Travel Policy Description In 2005, the Minnesota State Legislature passed a requirement that cities adopt a policy that regulates out-of-state travel by elected officials. The Falcon Heights City Council adopted the attached policy on November 9, 2005. One provision of the statute is that the policy be reviewed annually by the City council. Budget Impact N/A Attachment(s) · Elected Official Out-of-State Travel policy Action(s) Requested Staff recommends that the Falcon Heights City Council affirm the attached City of Falcon Heights Elected Official Out-of-State Travel policy adopted November 9, 2005. Meeting Date January 11, 2017 Agenda Item Consent F4 Attachment Elected Official Out-of-State Travel Policy Submitted By Sack Thongvanh, City Administrator 35 of 119 BLANK PAGE 36 of 119 37 of 119 BLANK PAGE 38 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item Review and Adopt Council Standing Rules Description Each year at the first Council meeting, the City Council reviews the operating procedures it intends to use, and decides if changes are warranted. Staff has no recommendations for changes in the standing rules at this time Budget Impact N/A Attachment(s) · City Council Standing Rules Action(s) Requested Staff would recommend adopting the Council Standing Rules for 2017. Meeting Date January 11, 2017 Agenda Item Consent F5 Attachment City Council Standing Rules Submitted By Sack Thongvanh, City Administrator 39 of 119 BLANK PAGE 40 of 119 41 of 119 42 of 119 43 of 119 44 of 119 45 of 119 46 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item Council/City Commission Liaison Assignments Description Councilmembers are each assigned to serve as a liaison between City Council and various commissions each year. Assignments for 2017 are as follows: · Planning Commission – Pam Harris · Community Engagement Commission – Tony Fischer · Parks and Recreation Commission – Randy Gustafson · Environment Commission – Peter Lindstrom · Northeast Youth and Family Services – Joe Brown Thunder · North Suburban Cable Commission – Susan Majerus Budget Impact N/A Attachment(s) N/A Action(s) Requested I recommend approval of the above assignments. Meeting Date January 11, 2017 Agenda Item Consent F6 Attachment N/A Submitted By Peter Lindstrom, Mayor 47 of 119 BLANK PAGE 48 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item Appointment of Acting Mayor Description Periodically, the Mayor’s absence requires that official duties (such as signing official documents, running City Council meetings, etc.) need to be conducted in a timely manner. Past practice has been to rotate this position among the various City Council Members. The 2016 Acting Mayor was Council Member Joe Brown Thunder. The Mayor still retains the right to name other Council Members as Acting Mayor when planned absences are anticipated, but the formal designation of an Acting Mayor allows for continuity of operations in the case of an emergency or unplanned absence. Budget Impact N/A Attachment(s) N/A Action(s) Requested I recommend that the Falcon Heights City Council approve Council Member Tony Fischer as the 2017 Acting Mayor. Meeting Date January 11, 2017 Agenda Item Consent F7 Attachment N/A Submitted By Peter Lindstrom, Mayor 49 of 119 BLANK PAGE 50 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item 2017 Commission Appointments Description Each year the City Council appoints residents to serve on various city commissions. Below are my recommendations for residents to serve three year terms (2017-2019), as directed by the City Code: Ron Eischen (Parks and Recreation Commission) 2nd Term Ahmed Hassan (Community Engagement Commission) 2nd Term Tom Williams (Planning Commission) 2nd Term David Murphy (Planning Commission) 2nd Term Budget Impact N/A Attachment(s) Action(s) Requested I recommend that the residents listed above be appointed to their second three year terms to their respective commissions. Meeting Date January 11, 2017 Agenda Item Consent F8 Attachment NA Submitted By Peter Lindstrom, Mayor 51 of 119 BLANK PAGE 52 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item Mileage reimbursement rate for 2017 Description The business mileage reimbursement rate allowed by the IRS is 53.5 cents per mile effective January 1, 2017. This is a .5 cent per mile decrease in the mileage rate allowed by the IRS in 2016. Budget Impact The mileage reimbursement rate is 53.5 cent per mile effective January 1, 2017. Attachment(s) N/A Action(s) Requested Staff recommends allowing the IRS approved reimbursement mileage rate of 53.5 cents per mile when employees use their personal vehicles for city business for 2017. Meeting Date January 11, 2017 Agenda Item Consent F9 Attachment N/A Submitted By Roland Olson, Finance Director 53 of 119 BLANK PAGE 54 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item 2017 NYFS Cooperative Service Agreement Description For many years now, the City of Falcon Heights has been a partner with Northeast Youth and Family Services (NYFS). Some of the services they provide include senior chore services and diversion programs for youth in various law enforcement cases. Each year the City allocates money in the general fund to help pay for these services. Attached is the 2017 Agreement that NYFS is asking all of their partner cities to approve. Budget Impact 2017 Contribution of $9,017 which is accounted for in the 2017 Budget. This is a one (1%) percent increase from 2016’s contribution of $8,927. Attachment(s) · Contribution History · 2017 NYFS Cooperative Service Agreement Action(s) Requested Staff recommends Council approval of the 2017 NYFS Agreement and authorization of the Mayor and City Administrator to sign all necessary documents. Meeting Date January 11, 2017 Agenda Item Consent F10 Attachment 2017 NYFS Cooperative Service Agreement and Contribution History Submitted By Sack Thongvanh, City Administrator 55 of 119 BLANK PAGE 56 of 119 57 of 119 BLANK PAGE 58 of 119 59 of 119 60 of 119 61 of 119 62 of 119 REQUEST FOR COUNCIL ACTION Families, Fields and Fair __________________________ The City That Soars! Item Accepting Plans and Specifications and Ordering Advertisement for Bids for the 2017 Pavement Management Project Description On December 14, 2016, a public improvement hearing was held for the 2017 PMP. Following the hearing, the City Council ordered the improvement and preparation of plans and specifications of the proposed project. The next step in the process is for the City Council to approve plans and specifications and authorize the advertisement for bids. State statute requires a City Council resolution approving plans and specifications and ordering the advertisement for bids for all public improvements to be assessed. Since a portion of the costs for the proposed project will be assessed to benefiting properties, the adoption of this resolution is required. The following is a brief summary of proposed improvements. The following streets have been identified to be considered for improvements in 2015: ◦ Folwell Ave, from Fulham St to Hoyt Ave ◦ Vincent St, from Hoyt Ave to Folwell Ave ◦ Northrup Ave, from Hoyt Ave to Folwell Ave ◦ Burton St, from Hoyt Ave to Folwell Ave ◦ Coffman St, From Hoyt Ave to Larpenteur Ave Street Improvements: The recommended improvements for the streets were based on existing conditions of the pavement. All of the streets are proposed for bituminous reclamation. Bituminous reclamation (or reclaim) involves grinding the existing asphalt surface and underlying aggregate base together, which creates a new uniform roadway base material. Some of the reclaimed material is then removed in order to meet the existing curb and gutter grades. The new base will be graded and compacted in preparation for 4-inches of new bituminous pavement. All of the roadways will be repaved to match the existing roadway widths. Existing curb and gutter will remain in place, with the exception of isolated areas that need repairs to replace damaged or sunken curb. All sidewalk curb ramps will be upgraded to meet latest American with Disabilities Act (ADA) standards as part of the project. Meeting Date January 11, 2017 Agenda Item Policy G1 Attachment Resolution & Plans and Specs Submitted By Jesse Freihammer, City Engineer 63 of 119 Pathway Improvements: The existing pathway on Roselawn Avenue between Cleveland and Fairview is deteriorated and needs improvement. The recommended improvement is to reclaim the existing pavement, regrade, and repave the pathway in its existing location. Parking modifications: NO parking changes are associated with this project. Storm Drainage and Storm Water Quality Improvements: In order to address street flooding that has occurred around 2137 Folwell, storm sewer modifications will occur. Additional catch basins will be installed to provide more inlet capacity and the pipe downstream will be upsized from 12 inch RCP to 24” RCP. Other storm drainage system improvements are relatively minor and include maintenance on selected storm sewer manholes and catch basins. Sanitary Sewer System Improvements: The sanitary sewer system improvements are relatively minor and include maintenance on selected manholes. The majority of the sanitary sewer was lined previously. Water System Improvements: The water system is owned and operated by St. Paul Regional Water Services. They will be replacing any old cast iron watermain with new 8-inch ductile iron watermain as part of the project. New hydrants will also be installed. All costs of the watermain and any additional street or curb work associated with the watermain work will be paid by SPRWS. Budget Impact This project has the following financial implications for the city and property owners along the streets being considered for maintenance: · Assessments levied in accordance with the City’s assessment policy. · Use of Municipal State Aid (MSA) and street infrastructure funds to pay the City’s portion of the project. · Expenditure of utility fund dollars to pay for repairs needed to the existing utility system. · Attachment(s) · Resolution 2017-02 Approving Plans and Specifications and Ordering Advertisement for Bids for the 2017 Pavement Management Plan Action(s) Requested Adopt Resolution Accepting Plans and Specifications and Ordering Advertisement for Bid for the 2017 Pavement Management Project 64 of 119 CITY OF FALCON HEIGHTS COUNCIL RESOLUTION January 11, 2017 No. 17-02 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR THE 2017 PAVEMENT MANAGEMENT PROJECT WHEREAS, pursuant to resolution of the City Council adopted December 14, 2016, the City of Roseville Engineering Department has prepared plans and specifications for the improvement of the following streets: ◦ Folwell Ave, from Fulham St to Hoyt Ave ◦ Vincent St, from Hoyt Ave to Folwell Ave ◦ Northrup Ave, from Hoyt Ave to Folwell Ave ◦ Burton St, from Hoyt Ave to Folwell Ave ◦ Coffman St, From Hoyt Ave to Larpenteur Ave and has presented such plans and specifications to the City Council for approval; NOW THEREFORE BE IT RESOLVED by the Council of the City of Falcon Heights, Minnesota: 1. Such plans and specifications, a copy of which is attached hereto, and made a part hereof, are hereby approved. The City Administrator shall prepare and cause to be inserted in the Roseville Review, the official newspaper, and on QuestCDN an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published as required by law, shall specify the work to be done, shall state the date and time that the bids will be received by the City Administrator and City Engineer at which time they will be publicly opened in Falcon Heights City Hall by the City Engineer, will then be tabulated, and will subsequently be considered by the Council. No bids will be considered unless sealed and filed with the Administrator and accompanied by a cash deposit, certified check or bid bond payable to the City of Falcon Heights for ten percent (10%) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Moved by: Approved by: ________________________ Peter Lindstrom Mayor LINDSTROM ____ In Favor Attested by: ________________________ GUSTAFSON Sack Thongvanh HARRIS ____ Against City Administrator BROWN THUNDER FISCHER 65 of 119 BLANK PAGE 66 of 119 1800 UNDERGROUND TELEPHONE LINE UNDERGROUND GAS MAIN BITUMINOUS CONCRETE PROPOSED CATCH BASIN EXISTING CATCH BASIN PROPOSED CURB & GUTTER EXISTING CURB & GUTTER HOUSE NUMBER STREET SIGN DECIDUOUS TREE CONIFEROUS TREES FENCE POWER POLE EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING MANHOLE FOR SANITARY OR STORM SEWER EXISTING HYDRANT & HYDRANT GATE VALVE EXISTING GATE VALVE EXISTING WATERMAIN KEY LICENSE NO.DATE CITY ENGINEER CA D \ P r o j e c t s \ 2 0 1 2 \ M i l l & O v e r l a y s \ T i t l e s h e e t s \ T i t l e s h e e t S t a t e A i d . d w g SHEET 1 OF 31 SHEETS 47272 CITY OF ROSEVILLE ENGINEERING DEPT., 2660 CIVIC CENTER DRIVE, ROSEVILLE, MINNESOTA 55113, (651) 792-7004 12/19/2016 BITUMINOUS MILL GOVERNING SPECIFICATIONS THIS PLAN CONTAINS 31 SHEETS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA. 17-07 RECLAMATIONBEGIN COFFMAN STREETS.A.P. 124-050-015(STA. 0+65.48) 2017 PAVEMENT MANAGEMENT PROJECT SHEET NO. DESCRIPTION 1. TITLE SHEET2. ESTIMATED QUANTITIES3. TABULATION SHEETS 4. TYPICAL SECTIONS AND STORM SEWER SCHEDULE5-6. DETAILS7-11. PEDESTRIAN RAMP DETAILS 12. SWPPP NARRATIVE13. REMOVALS-COFFMAN STREET AND BURTON STREET14-15. REMOVALS-FOLWELL AVENUE16. REMOVALS-VINCENT STREET AND NORTHRUP AVENUE 17. REMOVALS-ROSELAWN AVENUE PATHWAY18. STORM SEWER-FOLWELL AVENUE19-20. PLAN AND PROFILE-COFFMAN STREET 21-24. PLAN AND PROFILE-FOLWELL AVENUE25. PLAN AND PROFILE-VINCENT STREET26. PLAN AND PROFILE-NORTHRUP AVENUE27. PLAN AND PROFILE-BURTON STREET28. PLAN AND PROFILE-PATHWAY29-31. PLAN AND PROFILE-ROSELAWN AVENUE PATHWAY DISTRICT STATE AID ENGINEER DATEREVIEWED FOR COMPLIANCE WITH APPROVED FOR STATE AID FUNDING STATE AID ENGINEER DATE STATE AID RULES/ POLICY 0 SCALE IN FEETVERTICAL PROFILE SCALE IN FEETHORIZONTAL PLANHORIZONTAL PROFILE 475 FT.0.09 MILES- FT. - MILES- FT. - MILES475 FT 0.09 MILES GROSS - LENGTH BRIDGE - LENGTHEXCEPTIONS - LENGTH NET LENGTH 509 FT.0.10 MILES - FT. - MILES- FT. - MILES 509 FT 0.10 MILES 1239 FT. 0.23 MILES- FT. - MILES- FT. - MILES1339 FT 0.23 MILES VINCENT STREETS.A.P. 124-050-011 COFFMAN STREETS.A.P. 124-050-015NORTHRUP AVENUES.A.P. 124-050-013 0 S.A.P. NOS.124-050-011, 124-050-012, 124-050-013, 124-050-014 & 124-050-015 6030 15 1052.5 17-04 RECLAMATIONEND COFFMAN STREETS.A.P. 124-050-015(STA. 13+04.50) 17-04 RECLAMATION END FOLWELL AVENUES.A.P. 124-050-012 (STA. 25+50.16) CONSTRUCTION PLAN FOR: UTILITY REPLACEMENT, GRADING, AGGREGATE BASE, BITUMINOUS SURFACING, BITUMINOUS RECLAIM, CONCRETE CURB & GUTTER REPAIR AND REPLACEMENT, CONCRETE SIDEWALK REPAIR, STORM SEWER AND OTHER RELATED WORK. S.A.P. 124-050-015 LOCATED ON: COFFMAN STREET BETWEEN LARPENTEUR AVENUE AND FOLWELL AVENUE S.A.P. 124-050-015 LOCATED ON: COFFMAN STREET BETWEEN FOLWELL AVENUE AND HOYT AVENUE S.A.P. 124-050-012 LOCATED ON: FOLWELL AVENUE BETWEEN FULHAM STREET AND HOYT AVENUE S.A.P. 124-050-011 LOCATED ON: VINCENT STREET BETWEEN FOLWELL AVENUE AND HOYT AVENUE S.A.P. 124-050-013 LOCATED ON: NORTHRUP AVENUE BETWEEN FOLWELL AVENUE AND HOYT AVENUE S.A.P. 124-050-014 LOCATED ON: BURTON STREET BETWEEN FOLWELL AVENUE AND HOYT AVENUE 17-07 RECLAMATIONBEGIN FOLWELL AVENUES.A.P. 124-050-012(STA. 0+00.00) MINNESOTA DEPARTMENT OF TRANSPORTATION CITY OF FALCON HEIGHTS, MINNESOTA BITUMINOUS RECLAIM PROPOSED STORM SEWER LINE UNDERGROUND ELECTRIC LINE THE 2016 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES WILL BECOMPLIED WITH DURING CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TOTHE MMUTCD, INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS", LATEST EDITION. 2550 FT. 0.48 MILES- FT. - MILES- FT. - MILES 2550 FT 0.48 MILES FOLWELL AVENUES.A.P. 124-050-012 17-04 RECLAMATIONEND BURTON STREETS.A.P. 124-050-014(STA. 4+85.52) 17-07 RECLAMATIONBEGIN BURTON STREETS.A.P. 124-050-014(STA. 0+00.00) 17-07 RECLAMATIONBEGIN NORTHRUP AVENUES.A.P. 124-050-013(STA. 0+00.00) 17-04 RECLAMATIONEND NORTHRUP AVENUE S.A.P. 124-050-013(STA. 5+09.17) 17-07 RECLAMATIONBEGIN VINCENT STREETS.A.P. 124-050-011(STA. 0+00.00) 17-04 RECLAMATIONEND VINCENT STREETS.A.P. 124-050-011(STA. 4+75.51) 17-07 PATHWAY CONSTRUCTION END ROSELAWN AVENUE(STA. 23+92.81) 17-07 PATHWAY CONSTRUCTION BEGIN ROSELAWN AVENUE(STA. 0+00.00) LOCAL LOCAL LOCAL LOCAL LOW DENSITY COLLECTOR 485 FT.0.09 MILES- FT. - MILES- FT. - MILES 485 FT 0.09 MILES BURTON STREETS.A.P. 124-050-014 PROPOSED WATER MAIN LINE 67 of 119 SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 - S E Q _ G 1 0 2 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R DR T D R T JA F 2 ST A T E M E N T O F E S T I M A T E Q U A N T I T I E S 68 of 119 SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 3 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 3 - T a b u l a t i o n s _ G 1 0 3 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R DR T JA F 3 TA B U L A T I O N S 69 of 119 TYPICAL STREET SECTION (RECLAMATION) FOLWELL AVENUE (FULHAM STREET TO HOYT AVENUE) SPEC. 2357 TACK COAT 2" THICK TYPE SPWEA330C WEAR COURSE AGGREGATE BASE (DEPTH VARIES, 6" TYP.) 2" THICK TYPE SPWEA330C WEAR COURSE 2.0%2.0% R/W R/W EXISTING SEE INSET A PROPOSED 25'25' VARIES (13.5' - 14')VARIES VARIES (13.5' - 14')VARIES EXISTING BITUMINOUS SURFACING (DEPTH VARIES) EXISTING COMPACTED BASE (DEPTH VARIES, 6" TYP.) B618 CURB & GUTTER(EXISTING)VARIES SEE INSET B INSET A INSET B COFFMAN STREET (FOLWELL AVENUE TO HOYT AVENUE)NORTHRUP AVENUE (FOLWELL AVENUE TO HOYT AVENUE)VINCENT STREET (FOLWELL AVENUE TO HOYT AVENUE)BURTON STREET (FOLWELL AVENUE TO HOYT AVENUE)COFFMAN STREET (LARPENTEUR AVENUE TO FOLWELL AVENUE)** ** STREET WIDTHS VARY FROM 46' WIDE B-B TO 30' WIDE B-B. General Water main Plan Notes: 1.Water facilities shall be installed according to the latest version of SPRWS Standards for the Installation of Water Mains. 2. Only SPRWS staff are permitted to operate valves on the existing water system. 3.All water main and water service pipe less than 12” in diameter or less shall have a minimum cover of 8.0'. 4. Sidewalks, pavements, ducts and appurtenant structures shall not be undermined unless a support system or another method of protection is provided. 5. All water valve boxes within the construction area must be exposed & accessible to SPRWS throughout construction. 6. All class 52 and 53 ductile iron pipe shall be zinc coated and manufactured with no asphaltic seal coating applied to the inside cement mortar lining. The Contractor shall anticipate extended lead times for manufacture and delivery of custom pipe orders. 7. Pipe stored onsite shall be capped or otherwise sealed on both ends. Pipe shall be kept off of the ground surface by use of blocking or other means. 8. All pipe shall be wrapped with V-BIO enhance polyethylene encasement and taped in accordance with AWWA C105. 9. Contractor shall notify SPRWS a minimum of two weeks in advance to request a shut-off of the water system to allow sufficient time to notify and coordinate shut-off with affected customers. In general, shut-offs shall be limited to 8 hours unless otherwise authorized by the Engineer. 10. A four-sided trench box (plywood not acceptable) is required on all excavations deeper than 5 feet where inspection is to be performed by SPRWS. Back filling around trench box is required to prevent shifting of the box & to egress in or out of the box with use of ladder. Ladders are required inside the trench box and must extend 3 feet above the surface of the trench. 11. Contractor is required to use a trench box with 2 shored sides, minimum length of 24'. The inside width of trench box shall not exceed 6 ft. when installing water main 12” and smaller, or 8 ft. inside width when installing water main larger than 12”. No extra compensation shall be paid for over excavating the trench beyond 1 ft. either side of the trench box, including for additional backfill material. 12. Services may not be re-tapped on water main until the main has passed all testing including pressure, bacteria, and conductivity. Service re-taps may start immediately after each section has passed all required testing. 13. Lead service replacements shall be from the water main to property line. No exceptions shall be made for the presence of existing utilities. No additional payment will be made to thecontractor for working around existing utilities. 14. When placing valves on the water system, whether located along new water main or cut into existing water main, the Contractor shall install sufficient restraining measures such that once water pressure is applied behind the closed valve, the Contractor may safely work near it without risk of joints separating in the system and without the need for a second shutdown. 15. The Contractor shall be prepared to encounter oversized cast iron pipe within the existing water system. When connecting to existing oversized pipe, the Contractor shall use full body C-110 ductile iron solid sleeves uniformly machined on the inside to fit the oversized pipe. Grinding of the existing pipe in the field to make the connection will not be allowed. 16. Contractor shall remove all foreign matter or dirt from the inside of the pipe before it is lowered into the trench and keep the pipe clean by approved means during and after laying. A cap, plug or other water tight seal shall be placed on the end of the pipe at the end of each day to prevent water or other contaminants from entering it. 17. Contractor shall use restraining gaskets restraining slip joint pipe. See standard plate D-11 for min. lengths of restrained pipe required for tees, bends, and dead ends. 18. The SPRWS inspector will collect and submit samples for bacteriological testing. Bacterial testing must follow AWWA C651 5.1.2. Water samples will be collected at temporary test ports or air vents as shown on the plan. Samples will be drawn at 200 ft. intervals. Temporary test ports shall be cut off at the main after use. This work shall be paid under item 2504.602 Water Utility Hole. 19. SPRWS requires the use of hydrants with a bury depth of 9.0'. Where the connecting main is shallower than 8', offsets will be constructed on the hydrant lead to achieve 9.0' of bury depth. 20. Placement of imported backfill material shall be determined by the Engineer. Contractor will not be paid for backfill material placed without the expressed authorization of the Engineer. Temporary Water 1. Temporary water systems will be provided by SPRWS for existing water services supplied by mains planned for replacement within the project corridor. 2. Contractor shall excavate and prepare pipe for SPRWS to perform tie-in of temporary water for services 1.5” or larger. Tie-in excavations shall be paid under bid item 2504.602 Water Utility Hole. Contractor must comply with SPRWS Trench Excavation Policy. A four-sided trench box (plywood not acceptable) is required on all excavations deeper than 5 feet when work is performed by SPRWS personnel. Back filling around trench box is required to prevent shifting of the box & to egress in or out of the box with use of ladder. Ladders are required inside the trench box and must extend 3 feet above the surface of the trench. 3. Excavated tie-ins will be coordinated with each customer to minimize impact to water service. Excavations may be scheduled on nights and weekends. 4. The Contractor must provide a detailed schedule at the start of the project so that temporary water can be planned accordingly. Contractor shall notify SPRWS of any changes to the schedule that affect timing of temporary water placement and coordination at least two (2) weeks prior to going into effect in residential areas and three (3) weeks prior in commercialareas.SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 3 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 4 - T y p i c a l S e c t i o n s _ G 1 0 4 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R DR T D R T JA F ST O R M S E W E R S C H E D U L E 4 TY P I C A L S E C T I O N S A N D 70 of 119 ENGINEERING DEPARTMENT 2 EACH DUMP STRAPS EXPANSION RESTRAINT[1/4" NYLON ROPE,2" FLAT WASHERS] SILTSACK DUMP STRAP DUMP STRAP 1" REBAR FOR BAGREMOVAL FROM INLET 1" REBAR INLET PROTECTIONSEDIMENT FILTER SACK PLATENUMBER EC-2 DESIGN: DRAWN: REVISIONS DATE: SEDIMENT FILTER SACK.dwg EROSION CONTROL FENCE ENGINEERING DEPARTMENTDESIGN: DRAWN: REVISIONS DATE:3-08-07 EROSION CONTROL FENCE.dwg FABRIC FLOW FABRIC 2.5' 6" 6" PLATENUMBER EC-1 NOTES: ·PLACE BOTTOM EDGE OF FENCE INTO 6" DEEPTRENCH AND BACKFILL IMMEDIATELY. ·POSTS SHALL BE 4.0' ON CENTER DRIVEN 2.0'INTO THE GROUND. ·POSTS SHALL BE 2" x2" AND BE MADE OF PINE,HARDWOOD, OR STEEL. MINIMUM LENGTH TOBE 4.5'. ·SILT FENCE SHALL CONFORM TO MnDOT 3886,TYPE B. ·FENCING SHALL BE PLACED ALONG CONTOURSOR AS DIRECTED BY THE ENGINEER. ELEV. - SEE PLANTOP OF GRATE OR R-3290-A IF NOTED ON PLANS.NEENAH CASTING R-3067-V 1.00' TO BACK OF CURB LINE 6" PRECAST- 8" POURED VA R I E S 6"24" 3. 0 ' 4. 0 ' 4. 3 3 ' 2.0' 3.0' 3.33' ENGINEERING DEPARTMENT TYPE "B" CATCH BASIN "INFA-SHIELD" SEALOR EQUAL. PLATENUMBER ST-2 DESIGN: DRAWN: REVISIONS DATE: TYPE B CATCHBASIN.dwg 10/17/11 RINGS (2 MIN., 1' MAX. OFRINGS AND MORTAR).PLASTER OUTSIDE,STRIKE INSIDE CLEAN. 27" PRECAST SECTION. (WHENNECESSARY, 8" SOLIDCONCRETE BLOCK SHALL BEUSED. PLASTER OUTSIDE WITH1/2" MORTAR). SLOPE INVERT TO PROVIDESMOOTH OUTLET. 9" IN I N C H E S DIM E N S I O N S STEPS 27" DIAMETER OPENING PIPE CL LC MANHOLE LC COVER SLAB PRECASTSECTION B 48" 6" C 60" 7" D 72" 8" E 84" F 96" G 102"P K T W A MANHOLE TYPE DIMENSION CHART W = SLAB DIA. T P DE P T H V A R I E S 8" POURED A K 16" 9" 9" 6" 8" 8" 8" 8" 8" 58"72"86" 100" 113" 119" 9.5" 15.5" 21.5" 27.5" 34.5" 38" ENGINEERING DEPARTMENT "INFI-SHIELD" SEALOR EQUAL. PLATENUMBER ST-15 DESIGN: DRAWN: REVISIONS DATE: MANHOLE TYPE B THRU G.dwg CONC. BLOCK MASONRYTO BE USED ONLY WHERENECESSARY. PLASTEROUTSIDE, STRIKE INSIDECLEAN. R.C.P. BARREL SECTION RUBBER GASKET TYPICALALL JOINTS. R-1733 OR R-1733-1 CASTINGASSEMBLY OR AS NOTED ONPLAN OR APPROVED EQUAL. REINFORCE SLAB FORSTREET LOADING NOTE:DIMENSION "A" IN CHART ISBASED ON A 27" DIAMETEROPENING. INCREASE "A" BY 1.5"FOR 24" OPENING. STORM MANHOLE: TYPE B THRU G 6" PRECAST NOTES:1. NO WOOD SHALL BE USED FOR ADJUSTING CASTING.2. CAST IRON FRAME AND COVER AS PER SPECIFICATIONS.3. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478 FURNISHED WITH O-RING GASKETSAND LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. LIFT HOLES NOT PERMITTED IN MANHOLE SECTIONS. HDPE ADJUSTING RINGS(2 MIN., 1' MAX. OF RINGS). ENGINEERING DEPARTMENT FLARED END SECTION DESIGN: DRAWN: DRT REVISIONS DATE: FLARED END SECTION.dwg PLATENUMBER ST-12 12/2/15 USE 58" TIE FOR PIPE SIZES 24" TO 27".USE 34" TIE FOR PIPE SIZES 30" TO 66".USE 1" TIE FOR PIPE SIZES 72" OR LARGER.NUTS AND WASHERS NOT REQUIRED ONPIPE SIZE LESS THAN 24". TIE LAST THREE PIPE JOINTS ONINLET AND OUTLET PIPES AND BEDGRANULAR MATERIAL. USE 2TIE BOLT FASTENERS PER JOINT.INSTALL AT 60° FROM TOP ORBOTTOM OF PIPE. NOTES:1. INSTALL TRASH GUARD ON ALL FLAREDEND SECTIONS 24" DIA. AND LARGER. 2. UNLESS OTHER FORM OF DISSIPATIONIS REQUIRED, GRANITE RIPRAP WILL BEPLACED AROUND SIDES AND OVER TOPOF FLARED END SECTION. SEE DETAILPLATE ST-13. PROVIDE 3 ANCHOR CLIPS TOFASTEN TRASH GUARD TO FLAREDEND SECTION. HOT DIP GALVANIZEAFTER FABRICATION. 24" MA X . 6" ENGINEERING DEPARTMENT FLARED END SECTIONS DESIGN: DRAWN: DRT REVISIONS DATE: RIPRAP.dwg PLATENUMBER ST-13 12/2/15 NOTES:1. INSTALL TRASH GUARD ON ALL FLAREDEND SECTIONS 24" DIA. AND LARGER. 2. UNLESS OTHER FORM OF DISSIPATIONIS REQUIRED, GRANITE RIPRAP WILL BEPLACED AROUND SIDES AND OVER TOPOF FLARED END SECTION. 3. ONE CUBIC YARD IS APPROXIMATELY1.4 TONS. RIPRAP PLACEMENT AT A A B B 41 41 2' 2' GRANITE RIPRAP NON-WOVEN GEOTEXTILE FABRICEXTEND 1' UNDER FES. GRANITE RIPRAP NON-WOVEN GEOTEXTILE FABRICEXTEND 1' UNDER FES. PIPEDIA. (IN.)LENGTH(FT.)QUANTITY(CY.) 12 CLASS 15 18 24 303642 48 >48 88 10 12 141618 20 22-28 55 6 8 121422 26 30-40 33 3 3 334 4 4 ENGINEERING DEPARTMENT 27" 27"5" VA R I E S 6" PRECAST- 8" POURED 1.67' TO BACK OF CURB LINE NEENAH CASTING R-3250-BVOR APPROVED EQUAL.TOP OF GRATEELEV. - SEE PLAN TYPE "A" CATCH BASIN DESIGN: DRAWN: REVISIONS DATE: TYPE A CATCHBASIN.dwg PLATENUMBER ST-1 RINGS (2 MIN., 1' MAX. OFRINGS AND MORTAR).PLASTER OUTSIDE,STRIKE INSIDE CLEAN. 27" PRECAST SECTION. (WHENNECESSARY, 8" SOLIDCONCRETE BLOCK SHALL BEUSED. PLASTER OUTSIDE WITH1/2" MORTAR). SLOPE INVERT TO PROVIDESMOOTH OUTLET. (3 ' M I N . ) 10/17/11 "INFI SHIELD" SEALOR APPROVED EQUAL PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 5 ST A N D A R D D E T A I L S SAP 160-216-019, SAP 160-228-013, SAP 160-234-005, SAP 160-248-002, SAP 160-225-005 SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 3 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 5 - D e t a i l s C 9 0 1 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 71 of 119 ENGINEERING DEPARTMENT TRANSVERSE CRACKCONTROL JOINTS DESIGN: DRAWN: REVISIONS DATE:3-08-07 PLATENUMBER P-4 TRANSVERSE CRACK CONTROL JOINTS.dwg 1/8" MAXIMUM AFTER SHRINKAGE JOINT CONTROL MATERIAL 1/2" 1/8" 5/8" SEALANT MANHOLE MANHOLES INTERSECTION WITHOUTJOINTS IN CURBMATCH CONTROL C & G SAW CUT AVG.40' 50' MAX. MANHOLESINTERSECTION WITH NOTES:A. THE CUT LOCATIONS SHALL BE AT MANHOLES AND SPACED BETWEEN40 AND 50 FEET APART OR AS DIRECTED BY PROJECT ENGINEER.B. THE CUT SHALL FOLLOW A STRAIGHT LINE OBTAINED BY THE USE OF ASNAP LINE.C. TRANSVERSE CRACK CONTROL JOINTS SHALL START AND STOP ATCONTROL JOINTS IN CURB & GUTTER.D. THE CUT SHALL BE A WET CUT BY A PAVEMENT SAW AT A WIDTH OF1/8" AND A DEPTH 1/3 OF PAVEMENT THICKNESS OR 2.5", WHICHEVERIS GREATER.E. DIRECTLY FOLLOWING THE CUTTING, THE CUT SHALL BE WASHEDWITH A PRESSURE HOSE UNTIL THE WATER IS CLEAR, FROM THE CUT.F. THE CUT SHALL THEN BE DRIED WITH COMPRESSED AIR.G. THE FINAL STEP SHALL BE TO FILL WITH CRACK FILLER MEETINGMN/DOT SPECIFICATION 3723. 1/3 OF TOTAL THICKNESS OFNEW BITUMINOUS SURFACE OR2.5", WHICHEVER IS GREATER. ENGINEERING DEPARTMENT PIPE BEDDING PLATENUMBER BED-1 PIPE BEDDING.dwg DESIGN: DRAWN: REVISIONS DATE: SAND BEDDING ASAPPROVED BY ENGINEER WATER MAIN OR SEWER PIPE 6" TO 12" 6" TO 12" 2.0 ' 2.0 ' ℄PIPE CONCRETE VALLEY GUTTER ENGINEERING DEPARTMENT SECTION A - A 3.5" 1' 7"3/4"/FT. 3/4"/FT. A A CONCRETE C & G DESIGN: DRAWN: REVISIONS DATE:3-08-07 PLATENUMBER P-6 CONCRETE VALLEY GUTTER.dwg 20' RAD. TYP.(F/C) VARIES32' F-F (TYPICAL) 1' NOTES:1. NO CONTRACTION JOINTS IN VALLEYGUTTER.2. THE CONCRETE VALLEY GUTTERSHALL BE CONSTRUCTED ON 8"AGGREGATE BASE, CLASS 5. 5' 3 - #4 REBARCONTINUOUS PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 6 ST A N D A R D D E T A I L S SAP 160-216-019, SAP 160-228-013, SAP 160-234-005, SAP 160-248-002, SAP 160-225-005 SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 3 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 6 - D e t a i l s C 9 0 2 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 72 of 119 ST A N D A R D P L A N S 7 PE D E S T R I A N C U R B R A M P SAP 124-050-011, SAP 124-050-012, SAP 124-050-013, SAP 124-050-014, SAP 124-050-015 SHEET NO. FIE L D B O O K : Plo t D a t e : 1 2 / 1 4 / 2 0 1 6 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 7 - 1 1 P e d _ R a m p _ D e t a i l s _ C 9 0 3 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 73 of 119 ST A N D A R D P L A N S 8 PE D E S T R I A N C U R B R A M P SHEET NO. FIE L D B O O K : Plo t D a t e : 1 2 / 1 4 / 2 0 1 6 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 7 - 1 1 P e d _ R a m p _ D e t a i l s _ C 9 0 3 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 SAP 124-050-011, SAP 124-050-012, SAP 124-050-013, SAP 124-050-014, SAP 124-050-015 74 of 119 ST A N D A R D P L A N S 9 PE D E S T R I A N C U R B R A M P SHEET NO. FIE L D B O O K : Plo t D a t e : 1 2 / 1 4 / 2 0 1 6 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 7 - 1 1 P e d _ R a m p _ D e t a i l s _ C 9 0 3 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 SAP 124-050-011, SAP 124-050-012, SAP 124-050-013, SAP 124-050-014, SAP 124-050-015 75 of 119 ST A N D A R D P L A N S 10 PE D E S T R I A N C U R B R A M P SHEET NO. FIE L D B O O K : Plo t D a t e : 1 2 / 1 4 / 2 0 1 6 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 7 - 1 1 P e d _ R a m p _ D e t a i l s _ C 9 0 3 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 SAP 124-050-011, SAP 124-050-012, SAP 124-050-013, SAP 124-050-014, SAP 124-050-015 76 of 119 ST A N D A R D P L A N S 11 PE D E S T R I A N C U R B R A M P SHEET NO. FIE L D B O O K : Plo t D a t e : 1 2 / 1 4 / 2 0 1 6 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 7 - 1 1 P e d _ R a m p _ D e t a i l s _ C 9 0 3 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 SAP 124-050-011, SAP 124-050-012, SAP 124-050-013, SAP 124-050-014, SAP 124-050-015 77 of 119 GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION STORMWATER PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. THE CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOTICE OF TERMINATION <NOTI HAS BEEN SUBMITTED TO THE MPCA. 2. THE CONTRACTOR WILL PREPARE A WRITTEN, NOT ORAL, WEEKLY SCHEDULE OF PROPOSED EROSION CONTROL ACTIVITIES FOR THE PROJECT ENGINEERS APPROVAL AS PER MNDOT SPEC. 1717.2D. 3. THE CONTRACTOR WILL PREPARE AND SUBMIT A SITE PLAN FOR THE ENGINEER'S APPROVAL AS PER MNDOT SPEC. 1717.2E FOR CONCRETE MANAGEMENT, WORK IN ENVIRONMENTALLY SENSITIVE AREAS, AREAS IDENTIFIED IN THE PLANS AS "SITE PLAN REQUIREMENT AREA", ANY WORK THAT WILL REQUIRE DEWATERING, THE STAGING OF INLET PROTECTION DEVICES OVER THE LIFE OF THE CONTRACT AND AS REQUESTED BY THE ENGINEER. ALL SITE PLANS MUST BE SUBMITTED TO THE ENGINEER IN WRITING. THE CONTRACTOR SHALL ALLOW A MINIMUM OF 7 DAYS FOR MNDOT TO REVIEW AND APPROVE SITE PLAN SUBMITTALS. THE CONTRACTOR WILL NOT BE ALLOWED TO COMMENCE WORK FOR WHICH A SITE PLAN IS REQUIRED UNTIL APPROVAL HAS BEEN GRANTED BY THE ENGINEER. THE CONTRACTOR WILL NOT BE GIVEN ANY EXTRA TIME IN THE CONTRACT DUE TO THE UNTIMELY SUBMITTAL OF A SITE PLAN. 4. THE CONTRACTOR WILL COMPLY WITH THE REQUIREMENTS REGARDING POLLUTION PREVENTION MANAGEMENT DURING CONSTRUCTION, WHICH WILL INCLUDE, BUT NOT LIMITED TO: A. CONCRETE WASHOUT AREAS FOR USE BY ALL SUBCONTRACTORS AND MN/DOT PERSONNEL. LOCATION OF WASHOUT AREAS MUST BE IDENTIFIED BY SIGNAGE AND MUST BE AT LEAST 200' FROM SITE PLAN REQUIREMENT AREAS OR ENVIRONMENTALLY SENSITIVE AREAS, AND UTILIZE A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER THAT PREVENTS RUNOFF ONTO ADJACENT SOILS. AN ENGINEERED COLLECTION SYSTEM CAN ALSO BE USED IF IT IS APPROVED BY THE PROJECT ENGINEER. B. SOLID WASTE COLLECTION AND REMOVAL. C. SECONDARY CONTAINMENT. D. SECURED HAZARDOUS WASTE STORAGE CONTAINERS. E. CHEMICAL SPILL KITS. F. PORTABLE RESTROOM FACILITIES THAT ARE ANCHORED TO PREVENT TIPPING. 5. CHEMICALS MUST BE KEPT IN A SECURE STORAGE AREA WHEN NOT IN USE. CHEMICAL STORAGE CONTAINERS MUST HAVE SECONDARY CONTAINMENT WHEN BEING USED OR STORED ON THE PROJECT SITE. CHEMICAL SPILLS OF ANY KIND (OIL, FUEL, FERTILIZER, ETC.) MUST BE CLEANED UP AND REMOVED FROM THE SITE IMMEDIATELY. THE CONTRACTOR MUST HAVE A SPILL KIT ON SITE AT ALL TIMES. 6. THE CONTRACTOR IS RESPONSIBLE FOR CREATING AND FOLLOWING A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. THE PLAN WILL INCLUDE HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL SITE. SUBMIT TO THE ENGINEER. 7. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY. 8. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARYTO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ONSITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIES COMMENCE AND SHALL BE MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEEN ELIMINATED. 9. SEDIMENT CONTROL DEVICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. SEDIMENT CONTROL DEVICES INCLUDE, BUT ARE NOT LIMITED TO: A. PERIMETER CONTROL SHALL BE LOCATED ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET FLOWS DOWN GRADIENT B. OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS WITH THE BMP J-HOOKED AT A MAXIMUM OF 100 FOOT INTERVALS AND SHALL CONTAIN NO MORE THAN 1/4 ACRE OF DRAINAGE AREA. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION. 1. TEMPORARY DITCH CHECKS WILL CONSIST OF USING ROCK DITCH CHECKS, BIOLOGS, AND ROCK WEEPERS IN FRONT OF CULVERT INLETS. IN LIEU OF REMOVING TEMPORARY DITCH CHECKS, THE ROCK MAY BE PUSHED INTO THE GROUND. 2. FILTER LOGS WILL BE PLACED DURING PERMANENT TURF ESTABLISHMENT AT THE INTERVALS IDENTIFIED IN THE PLAN. A. SEDIMENT DAMAGE FROM STOCKPILES WILL BE MINIMIZED BY PLACING A ROW OF SILT FENCE A MINIMUM 5 FEET FROM THE TOE. IF THERE IS NOT ADEQUATE PROJECT AREA TO PLACE THE SILT FENCE MORE THAN 5 FEET FROM THE TOE OF THE SLOPE, THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE FOR APPROVAL BY THE PROJECT ENGINEER. 10. STORM SEWER INLETS WILL BE PROTECTED AT ALL TIMES WITH THE APPROPRIATE INLET PROTECTION FOR EACH SPECIFIC PHASE OF CONSTRUCTION. INLET PROTECTION DEVICES MAY NEED TO BE PLACED MULTIPLE TIMES IN THE SAME LOCATION OVER THE LIFE OF THE CONTRACT. INLET PROTECTION DEVICES WILL BE PAID FOR ONCE PER INLET REGARDLESS OF THE NUMBER OF TIMES THE BMP IS PLACED. ALL STORM SEWER INLET PROTECTION DEVICES WILL BE KEPT IN GOOD FUNCTIONAL CONDITION AT ALL TIMES. IF THE PROJECT ENGINEER DEEMS AN INLET PROTECTION DEVICE TO BE NONFUNCTIONAL, IN POOR CONDITION, INEFFECTIVE, OR NOT APPROPRIATE FOR THE CURRENT CONSTRUCTION ACTIVITIES IT WILL BE REPLACED WITH A SUITABLE ALTERNATIVE AT NO COST TO MNDOT. FAILURE TO PERFORM WILL RESULT IN DEDUCT. 11. THE CONTRACTOR WILL PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES AND IN COMPLIANCE WITH PART IV OF THE NPDES PERMIT. CONSTRUCTION EXITS WILL BE SUFFICIENTLY SIZED AND MAINTAINED TO PREVENT TRACK OUT. TYPE 5 MULCH (SLASH MULCH) OR AN APPROVED ENGINEERED PRODUCT WILL BE ALLOWED FOR CONSTRUCTION EXITS IN LIEU OF CRUSHED ROCK. 12. THE CONTRACTOR MUST USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTINGS, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS. 13. THE CONTRACTOR MUST USE METHODS AND OPERATIONAL PROCEEDURES THAT PREVENT CONCRETE DUST, PARTICLES, SAW CUT SLURRY, PLANING WASTE AND OTHER CONCRETE WASTES FROM LEAVING THE RIGHT OF WAY, DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, OR ENTERING STORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS AND CURB FLOW LINES. 14. DITCHES AND EXPOSED SOILS MUST BE KEPT IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES AND BLANKETS. 15. ALL EXPOSED SOIL AREAS MUST BE TEMPORARILY OR PERMANENTLY STABILIZED NO MORE THAN 14 DAYS (7 DAYS IF WITHIN 1 MILE OF AND DRAINING TO A SPECIAL OR IMPAIRED WATER) AFTER CONSTRUCTION ACTIVITY ON THAT PORTION OF THE SITE THAT HAS TEMPORARILY OR PERMANENTLY CEASED. IN MANY INSTANCES, THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING ROUGH GRADING. RAPID STABILIZATION METHODS 1, 2, 3 OR 4 WILL BE USED TO PROVIDE TEMPORARY COVER, AS APPROPRIATE, IN THESE AREAS. 16. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM THE CONSTRUCTION SITE OR DIVERTS WATER AROUND THE CONSTRUCTION SITE MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE OR POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST OCCUR WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER, EXISTING GUTTER, STORM SEWER INLET, DRAINAGE DITCH, OR OTHER STORMWATER CONVEYANCE SYSTEM ACCORDING TO MN/DOT SPEC 1717.2A2. RAPID STABILIZATION METHOD 4 WILL BE USED TO STABILIZE THESE AREAS. THE REMAINDER OF THE DITCH MUST BE STABILIZED WITHIN 14 DAYS (7 DAYS IF WITHIN 1 MILE OF AND DRAINING TO A SPECIAL OR IMPAIRED WATER) OF CONNECTING TO THE SURFACE WATER. PERMANENT EROSION CONTROL BLANKET OR RAPID STABILIZATION METHOD 4 WILL BE USED TO STABILIZE THESE AREAS. DISC ANCHORED MULCH AND HYDRAULIC SOIL STABILIZERS ARE NOT ALLOWED TO BE USED FOR PERMANENT DITCH STABILIZATION. 17. OUTLETS INTO SURFACE WATERS SHALL BE STABILIZED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF BEING CONSTRUCTED 18. ALL EXPOSED SOIL AREAS WILL BE STABILIZED PRIOR TO THE ONSET OF WINTER. ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED, SEEDED, OR BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT. 19. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THE SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS: A. SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED MIXTURE 21-111 B. SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH SEED MIXTURE 21-112 C. MULTI YEAR CONSTRUCTION 22-111 20. THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS: A. SILT FENCE MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN IT BECOMES NON-FUNCTIONAL OR SEDIMENT REACHES 1/3 THE HEIGHT OF THE SILT FENCE. REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY. B. INLET PROTECTION DEVICES SHOULD BE REPAIRED WHEN THEY BECOME NON-FUNCTIONAL OR SEDIMENT REACHES 1/3 THE HEIGHT AND/OR DEPTH OF THE DEVICE C. TEMPORARY SEDIMENT BASINS MUST HAVE THE SEDIMENT REMOVED ONCE THE SEDIMENT HAS REACHED 1/2 THE STORAGE VOLUME WITHIN 72 HOURS OF DISCOVERY D. TRACKED SEDIMENT MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OF TRACKING ONTO PAVED SURFACES. E. ALL OTHER NON-FUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, DR SUPPLEMENTED WITHIN 24 HOURS OF DISCOVERY F. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION <NOTI HAS BEEN SUBMITTED TO THE MPCA IN ACCORDANCE WITH PART II.B.5 OF THE CONSTRUCTION GENERAL PERMIT. 21. IF SEDIMENT DEPOSITS IN A WATER OF THE STATE, THE MATERIAL MUST BE REMOVED WITHIN 7 DAYS. 22. PAVEMENT SURFACES SHALL BE SWEPT WITHIN 24 HOURS OF DISCOVERY OF SEDIMENT DR TRACKING ONTO PAVEMENT THAT DRAINS TO CURB, INLETS, DITCHES, OR PONDS. PAVEMENT SHALL BE LIGHTLY WETTED PRIOR TO SWEEPING. THIS WORK IS INCIDENTAL. 23. TEMPORARY DEWATERING ACTIVITIES MAY BE REQUIRED FOR ROADWAY CONSTRUCTION AND UTILITY WORK. THEREFORE IT IS POSSIBLE THAT A PERMIT FOR THE TEMPORARY APPROPRIATION OF WATERS OF THE STATE, NON-IRRIGATION FROM MNDNR WILL BE REQUIRED FOR THIS PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THIS PERMIT. ALL TEMPORARY DEWATERING SHALL BE DISCHARGED TO AN APPROVED LOCATION FOR TREATMENT PRIOR TO DISCHARGE TO THE RECEIVING WATER. THE CONTRACTOR IS REQUIRED TO SUBMIT SITE PLANS TO MNDOT ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK ACCORDING TO MNDOT SPEC 1717.2E. 24. SITE DRAINING ACTIVITIES OF TURBID OR SEDIMENT LADEN WATER WILL BE DISCHARGED TO TEMPORARY SEDIMENT BASINS WHENEVER POSSIBLE. IN THE EVENT THAT IT IS NOT POSSIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED 50 THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS DR TO DOWNSTREAM LANDOWNERS. 25. IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION CONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT PRACTICABLE. ALL PONDS FOR THE PROJECT WILL BE SUBJECT TO THE SITE PLAN REQUIREMENT AREA EROSION CONTROL SCHEDULE AS PER MNDOT SPEC 1717. 26. THE CONTRACTOR MAY NOT DRIVE ANY EQUIPMENT ON FINISHED POND BOTTOMS OR POND CORNERS. IF DISTURBED, POND BOTTOM AND POND CORNERS MUST BE RESTORED TO PRE-EXISTING CONDITIONS WITHIN 24 HOURS. ANY RUTS OR DAMAGED TURF THAT COULD CREATE SEDIMENT DISCHARGE TO POND BOTTOMS MUST BE REPAIRED WITHIN 24 HOURS 27. ANY SUBSURFACE DRAINAGE TILES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED, REPLACED OR REROUTED, AND CONNECTED TO THE EXISTING TILE OR DRAINAGE SYSTEM TO ENSURE THAT EXISTING UPLAND DRAINAGE IS PERPETUATED. THIS SHOULD BE DONE TO THE APPROVAL AND SATISFACTION OF THE ENGINEER. 28. FILTER LOGS SHALL BE PLACED, AS NEEDED, TO TRAP SEDIMENT ON THE LOWER EDGE OF BEDS OR TREE HOLES. FILTER LOGS WILL BE LEFT TO PHOTO DEGRADE. 29. TILLING FOR BEDS OR TREE HOLES MUST BE PLANTED ANO MULCHED WITH WOODCHIP WITHIN 7 DAYS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED. 30. ANY POND CORNERS OPENED DUE TO TILLING FOR SHRUB BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH WOODCHIP WITHIN 24 HOURS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED. 31. ALL PERMANENT STORMWATER BASINS USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS WILL BE CLEANED OUT TO THE DESIGN CAPACITY AFTER ALL UPGRADIENT LAND DISTURBING ACTIVITY IS COMPLETED. SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 3 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 1 2 - S W P P P _ G 1 0 5 . d w g Xre f s : , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R DR T D R T JA F 12 SW P P P N A R R A T I V E 78 of 119 13 14 7 89101112131313+17.34 FO L W E L L A V E . 21792180 2159 2165 2190158615781564 2189 HO Y T A V E . COFFMAN ST. X X X X STA. 13+04.50END S.A.P. 124-050-015MATCH EXISTING BITUMINOUS MATCH EXISTING BITUMINOUS 11 12 0123444+98.41 2190158615781564 2189 2197 2203 22021587157915712203 HO Y T A V E . FO L W E L L A V E . BURTON AVE. X X X STA. 4+85.52END S.A.P. 124-050-014MATCH EXISTING BITUMINOUS STA. 0+11.91BEGIN S.A.P. 124-050-014 13 14 0123456 7 8 LA R P E N T E U R A V E . FO L W E L L A V E . 1666 2100 2179 2189 STA. 0+65.48BEGIN S.A.P. 124-050-015MATCH EXISTING CONCRETE 4 2 ' 3 2 ' COFFMAN ST. X X X X X X REMOVE AND REPLACEEXISTING CONCRETESIDEWALK & DRIVEWAY REMOVE AND REPLACEEXISTING CONCRETE CURB REMOVAL LEGEND RECLAIMEXISTING BITUMINOUS 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE EXISTINGWATER MAIN PIPE REMOVE EXISTINGHYDRANT X REMOVE EXISTINGGATE VALVE X REMOVE EXISTINGCATCH BASIN X SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 3 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 1 3 - C o f f m a n _ B u r t o n D e m o _ C 3 0 1 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R FR O M L A R P E N T E U R A V E . T O H O Y T A V E . CO F F M A N S T R E E T & B U R T O N S T R E E T 13 FR O M F O L W E L L A V E . T O H O Y T A V E . RE M O V A L S SCALE IN FEET 0 15 30 6079 of 119 0 1 2 3 4 5 6 7 8 0 1 0 1 223122432249225522612267227322792285229122972303 2298 2292 2286 2280 1596 2252 1603 1595 FOLWELL AVE. V I N C E N T A V E . N O R T H R U P A V E . X X STA. 0+00.00BEGIN S.A.P. 124-050-012 REMOVE AND REPLACEEXISTING CONCRETESIDEWALK & DRIVEWAY REMOVE AND REPLACEEXISTING CONCRETE CURB REMOVAL LEGEND RECLAIMEXISTING BITUMINOUS 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE EXISTINGWATER MAIN PIPE REMOVE EXISTINGHYDRANT X REMOVE EXISTINGGATE VALVE X REMOVE EXISTINGCATCH BASIN X REMOVE EXISTINGSTORM SEWER PIPE REMOVE EXISTINGMANHOLE X 8 9 10 11 12 13 14 15 16 0 1 8 9 FOLWELL AVE.2159216121732179 2180 2170 21602190 218921972203 2211 2217 2225 1596 2222 2216 2208 2202 XXX X B U R T O N S T . C O F F M A N S T . X 16 17 18 19 20 0 0 21242132 21212129213721432151 2154 2148 2140 XX FOLWELL AVE. XX X XX X SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 3 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 1 4 - F o l w e l l D e m o _ C 3 0 2 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R FR O M F U L H A M S T . T O H O Y T A V E . FO L W E L L A V E N U E 14 RE M O V A L S SCALE IN FEET 0 15 30 60 MA T C H L I N E 8 + 0 0 M A T C H L I N E 8 + 0 0 MA T C H L I N E 1 6 + 0 0 M A T C H L I N E 1 6 + 0 0 MA T C H L I N E 2 0 + 0 0 80 of 119 REMOVE AND REPLACEEXISTING CONCRETESIDEWALK & DRIVEWAY REMOVE AND REPLACEEXISTING CONCRETE CURB REMOVAL LEGEND RECLAIMEXISTING BITUMINOUS 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE EXISTINGWATER MAIN PIPE REMOVE EXISTINGHYDRANT X REMOVE EXISTINGGATE VALVE X 20 21 22 23 24 25 25 25 + 6 3 . 1 4 2097 2099 2098 2108 2112 2118 2105 2111 2115 2121 210521112117 HOYT AVE. XX X FOLWEL L A V E . STA. 25+50.16END S.A.P. 124-050-012MATCH EXISTING BITUMINOUS SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 3 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 1 5 - F o l w e l l D e m o _ C 3 0 3 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R FR O M F U L H A M S T . T O H O Y T A V E . FO L W E L L A V E N U E 15 RE M O V A L S SCALE IN FEET 0 15 30 60 M A T C H L I N E 2 0 + 0 0 81 of 119 7 8 0 1 23 4 555+21.91 2231 2243 22491603 1595 15891583 15751569 2243 2225 1572 1580 1588 1596HO Y T A V E . NORTHRUP A V E . X X X STA. 5+09.17END S.A.P. 124-050-013MATCH EXISTING BITUMINOUS STA. 0+00.00BEGIN S.A.P. 124-050-013 REMOVE AND REPLACEEXISTING CONCRETESIDEWALK & DRIVEWAY REMOVE AND REPLACEEXISTING CONCRETE CURB REMOVAL LEGEND RECLAIMEXISTING BITUMINOUS 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE EXISTINGWATER MAIN PIPE REMOVE EXISTINGHYDRANT X REMOVE EXISTINGGATE VALVE X REMOVE EXISTINGCATCH BASIN X REMOVE EXISTINGSTORM SEWER PIPE 3 4 5 0 1 2 34 44+88.88 2267 2273 22792280 159515891583157715712271 1564 1570 1576 1582 1588 1596 VINCENT AVE. HO Y T A V E . X X STA. 4+75.51END S.A.P. 124-050-011MATCH EXISTING BITUMINOUS STA. 0+00.00BEGIN S.A.P. 124-050-011 SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 3 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 1 6 - V i n c e n t _ N o r t h r u p D e m o _ C 3 0 4 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R FR O M F U L H A M S T . T O H O Y T A V E . FO L W E L L A V E N U E 16 RE M O V A L S SCALE IN FEET 0 15 30 6082 of 119 0 1 2 3 4 5 6 7 8 2054 1998 CL E V E L A N D A V E . FALCON HEIGH T S COMMUNITY PA R K 2050 2040 2077 2005 A U T U M N P L W ROSELAWN AVE. REMOVE AND REPLACEEXISTING CONCRETESIDEWALK & DRIVEWAY REMOVE AND REPLACEEXISTING CONCRETE CURB REMOVAL LEGEND REMOVEEXISTING BITUMINOUS 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) 8 9 10 11 12 13 14 15 16 2000 1965 1957 1951 1945 1927 19151938194819581966 1997 1911 1916 1920 AU T U M N S T . A U T U M N P L W AU T U M N S T . PR I O R A V E . ROSELAWN AVE. 17 18 19 20 21 22 23 2323+92.81 1901 1889 1875 1865 1857 1851 1843 184018501860187018801888 TA T U M S T . ROSELAWN AVE. SHEET NO. FIE L D B O O K : Plo t D a t e : 1 2 / 1 4 / 2 0 1 6 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 1 7 - R o s e l a w n D e m o _ C 3 0 5 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R FR O M C L E V E L A N D A V E . T O F A I R V I E W A V E . RO S E L A W N A V E N U E P A T H W A Y 17 RE M O V A L S SCALE IN FEET 0 15 30 60 MA T C H L I N E 8 + 0 0 M A T C H L I N E 8 + 0 0 MA T C H L I N E 1 6 + 5 0 M A T C H L I N E 1 6 + 5 0 83 of 119 98 7 . 1 6 98 7 . 2 99 4 . 4 4 99 4 . 4 1+00 99 4 . 2 6 99 4 . 3 99 1 . 9 5 99 2 . 0 2+00 99 0 . 8 4 99 0 . 8 99 0 . 5 9 99 0 . 6 3+00 RIM 983.38INV 981.00 (S)FES-1 179'-24"RCP,CL5 @ 2 . 3 4 % RIM 990.88INV 985.90 (N)INV 987.21 (W) ST2-32 19'-24"RCP,CL5 @ 0.50% RIM 990.47INV 985.81 (S)INV 985.81 (N)ST2-31 26'-24"RCP,CL5 @ 0.50%97'-24"RCP,CL5 @ 0.50% RIM 992.22INV 988.36 (S)INV 985.19 (W)INV 985.19 (N) ST2-29 RIM 990.47INV 985.68 (S)INV 985.68 (W)INV 985.68 (E)ST2-30 EXISTING 8" PVC SANITARY SEWER 18 19 20 3+13.28 0 0 2118 2124 2132 2115 2121 2129 2137 2111 2117 2123 2129 21432140 8" DIP WATER MAIN(BY OTHERS) NOTE:VERIFY ELEVATIONS AT ALLUTILITY CROSSINGS INSTALL 24" FES AND 60 CY OFCLASS III GRANITE RIP RAP. 16' WIDE DRAINAGE ANDUTILITY EASEMENT FES-1 ST2-33 ST2-29 179'-24" R C P(SPECIAL)27'-18" RCP ST2-31 ST2-32, CONNECT TOEXISTING 18" STORM SEWER ST2-30 ST2-34 ST2-35 97'-24" RCP 27'-24" RCP 19'-24" RCP 48'-24" RCP 27'-18" RCP ST2-408'-12" RCP 970 980 990 99 2 . 2 2 99 2 . 2 0+00 RIM 992.27INV 988.57 (N) ST2-33 27'-18"RCP,CL5 @ 0.80% RIM 992.22INV 988.36 (S)INV 985.19 (W)INV 985.19 (N)ST2-29 970 980 990 99 0 . 4 7 99 0 . 5 0+00 99 0 . 7 5 99 0 . 7 RIM 990.63INV 986.93 (N) ST2-35 27'-18"RCP,CL5 @ 1.00% RIM 990.66INV 986.66 (S)INV 986.00 (E)ST2-34 48'-24"RCP,CL5 @ 0.66% RIM 990.47INV 985.68 (S)INV 985.68 (W)INV 985.68 (E) ST2-30 EXISTING 8" PVC SANITARY SEWER 970 980 990 0+00 8'-12"RCP,CL5 @ -1.00% RIM 990.29INV 987.29 (E) ST2-40 RIM 990.88INV 985.90 (N)INV 987.21 (W)ST2-32 SHEET NO. FIE L D B O O K : Plo t D a t e : 1 2 / 1 6 / 2 0 1 6 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 1 8 - F o l w e l l S T _ 5 0 1 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 26 4 6 9 PL A N A N D P R O F I L E F O R : FR O M F U L H A M S T . T O H O Y T A V E . FO L W E L L A V E N U E 18 ST O R M S E W E R FOLWELL AVENUE STORM SEWER 50' RIGHT OF WAY SCALE IN FEET 0 15 30 60 1000 990 985 980 975 970 1005 995 1000 990 985 980 975 970 1005 995 84 of 119 0+00 97 8 . 2 7 97 8 . 3 97 7 . 5 7 97 7 . 6 1+00 97 7 . 4 4 97 7 . 4 97 7 . 1 2 97 7 . 1 2+00 97 7 . 1 1 97 7 . 1 97 7 . 6 7 97 7 . 7 3+00 97 8 . 9 3 97 8 . 9 98 0 . 8 9 98 0 . 9 4+00 98 2 . 9 9 98 3 . 0 98 5 . 2 2 98 5 . 2 5+00 98 7 . 1 5 98 7 . 1 98 9 . 0 4 98 9 . 0 6+00 99 1 . 0 0 99 1 . 0 99 2 . 8 2 99 2 . 8 7+00 99 4 . 5 0 99 4 . 5 99 6 . 0 3 99 6 . 0 8+00 EXISTING ℄ PROFILE 8. 0 ' 8" DIP WATER MAIN EXISTING 6" CIP FORCE MAIN 13 14 15 0123456 7 8 LA R P E N T E U R A V E . FO L W E L L A V E . 1666 2100 2161 2173 2179 2189 REMOVE AND REPLACEEXISTING CONCRETE CURB LEGEND NEW BITUMINOUSPAVING STA. 0+65.48BEGIN S.A.P. 124-050-015MATCH EXISTING CONCRETE 4 2 ' 3 2 ' NOTE 3 CONNECT TO EXISTING8" DIP WATER MAIN ANDINSTALL 8" GV AND BOX 8" 11.25° BEND 20' RAD. F/C(TYP) 8" GV & BOX CONNECT TO EXISTING8" x 8" CROSS REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) NOTE:VERIFY ELEVATIONS AT ALLUTILITY CROSSINGS SS1-9 SS1-10 SS1-11 SS1-12 GV3-13 ST2-25 ST2-26ST2-27 GV3-14 8" DIP WATER MAIN 6" GV & BOX10' - 6" DIPTNH @ 991.40 1" CP 1" CP 1" CP DENOTES SIZE OFWATER SERVICE 1" CP SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 1 9 - C o f f m a n C 6 0 1 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M L A R P E N T E U R A V E . T O F O L W E L L A V E . CO F F M A N S T R E E T 19 IM P R O V E M E N T S 960 990 985 980 975 970 965 995 COFFMAN STREET 50' RIGHT OF WAY SCALE IN FEET 0 15 30 60 960 990 985 980 975 970 965 995 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. ST. PAUL REGIONAL WATER SERVICES TO INSTALL TEMPORARY WATER SYSTEM PRIOR TO WATER MAIN CONSTRUCTION.6. SEE SHEET 4 FOR WATER MAIN CONSTRUCTION NOTES.7. STREET CORRECTION: *RECLAIM BITUMINOUS ROADWAY (9" DEPTH), REMOVE EXCESS MATERIAL. REGRADE ROADWAY FOR: 4" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 4" TYPE SPWEA330C WEARING COURSE AS PER TYPICAL SECTION IN TWO LIFTS.8. PERFORM SAW AND SEAL ON NEW BITUMINOUS AS PER DETAIL ON SHEET 6.9. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 85 of 119 99 6 . 0 3 99 6 . 0 8+00 99 7 . 3 0 99 7 . 3 99 8 . 3 6 99 8 . 4 9+00 99 9 . 8 3 99 9 . 8 10 0 1 . 3 3 10 0 1 . 3 10+00 10 0 2 . 2 6 10 0 2 . 3 10 0 1 . 8 8 10 0 1 . 9 11+00 10 0 0 . 5 3 10 0 0 . 5 99 8 . 6 5 99 8 . 6 12+00 99 6 . 6 3 99 6 . 6 99 4 . 8 3 99 4 . 8 13+00 EXISTING ℄ PROFILE 12 13 14 0123444+98.41 7 89101112131313+17.34 FO L W E L L A V E . 2173 21792180 21702159 2165 2190158615781564 2189 2197 HO Y T A V E . STA. 13+04.50END S.A.P. 124-050-015MATCH EXISTING BITUMINOUS BURTON ST. 2 4 ' NOTE 3 NOTE 3 NOTE 3 20' RAD. F/C(TYP) 8" GV & BOX CONNECT TO EXISTING8" x 8" TEE NOTE 3 SS1-8 SS1-9 SS1-10 SS1-11 SS1-22SS1-23 GV3-7 GV3-10 CONSTRUCT CONCRETEVALLEY GUTTER - SEEDETAIL ON SHEET 6 1" CP 1" CP1" CP 1" CP 1" CP 1" CP 1" CP 1" CP1" CP3/4" CP REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 1" CPDENOTES SIZE OFWATER SERVICE SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 0 - C o f f m a n C 6 0 2 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 26 4 6 9 PL A N A N D P R O F I L E F O R : FR O M F O L W E L L A V E . T O H O Y T A V E . CO F F M A N S T R E E T 20 IM P R O V E M E N T S COFFMAN STREET 50' RIGHT OF WAY SCALE IN FEET 0 15 30 60 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED. 3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. STREET CORRECTION: *RECLAIM BITUMINOUS ROADWAY (9" DEPTH), REMOVE EXCESS MATERIAL. REGRADE ROADWAY FOR: 4" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 4" TYPE SPWEA330C WEARING COURSE AS PER TYPICAL SECTION IN TWO LIFTS.6. PERFORM SAW AND SEAL ON NEW BITUMINOUS AS PER DETAIL ON SHEET 6.7. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 1000 990 985 980 975 965 970 995 1000 990 985 980 975 965 970 995 86 of 119 990 1000 1010 1020 1030 96 6 . 9 4 96 6 . 9 0+00 96 8 . 5 6 96 8 . 6 97 0 . 9 5 97 1 . 0 1+00 97 3 . 4 2 97 3 . 4 97 5 . 8 7 97 5 . 9 2+00 97 8 . 1 8 97 8 . 2 98 0 . 6 6 98 0 . 7 3+00 98 3 . 0 2 98 3 . 0 98 5 . 3 8 98 5 . 4 4+00 98 8 . 0 5 98 8 . 1 99 1 . 7 7 99 1 . 8 5+00 99 6 . 4 8 99 6 . 5 10 0 1 . 3 2 10 0 1 . 3 6+00 10 0 5 . 1 3 10 0 5 . 1 10 0 7 . 9 9 10 0 8 . 0 7+00 10 0 9 . 6 7 10 0 9 . 7 EXISTING ℄ PROFILE EXISTING ℄ PROFILE EXISTING 12" PVCSANITARY SEWER REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 1" CPDENOTES SIZE OFWATER SERVICE 0 1 2 3 4 5 6 7 0 0 1 22432249225522612267 227322792285229122972303 2298 1588 2292 2286 2280 1595 1589 1588 1596 2252 1603 1595 1589 STA. 0+00.00BEGIN CONSTRUCTION FU L H A M S T . V I N C E N T S T . 2 3 ' NOTE 3 SS1-1 SS1-2 SS1-3 SS1-4 SS1-24ST2-1 ST2-2 ST2-4ST2-3 GV3-1 ST2-5 ST2-11 GV3-3 ST2-7 ST2-9 ST2-8 ST2-10 ST2-12 GV3-5 ST2-13 CB4-1 ST2-3 ST2-6 STA. 0+00.00BEGIN S.A.P. 124-050-012 1" CP 1" CP 1" CP 1" CP 1" CP1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 3/4" CP SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 1 - F o l w e l l C 6 0 3 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M F U L H A M S T . T O H O Y T A V E . FO W E L L A V E N U E 21 IM P R O V E M E N T S 1015 1005 1000 995 990 1025 1020 1010 FOLWELL AVENUE 50' RIGHT OF WAY SCALE IN FEET 0 15 30 60 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS.4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. STREET CORRECTION: *RECLAIM BITUMINOUS ROADWAY (9" DEPTH), REMOVE EXCESS MATERIAL. REGRADE ROADWAY FOR: 4" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 4" TYPE SPWEA330C WEARING COURSE AS PER TYPICAL SECTION IN TWO LIFTS.6. PERFORM SAW AND SEAL ON NEW BITUMINOUS AS PER DETAIL ON SHEET 6.7. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 985 975 970 965 960 955 990 980 MA T C H L I N E 7 + 5 0 87 of 119 10 0 9 . 7 10 1 1 . 0 8+00 10 1 1 . 4 10 1 1 . 2 9+00 10 1 0 . 4 10 0 8 . 7 10+00 10 0 6 . 6 10 0 4 . 4 11+00 10 0 2 . 6 10 0 0 . 7 12+00 99 8 . 9 99 7 . 3 13+00 99 6 . 5 99 5 . 7 14+00 99 5 . 1 99 4 . 6 15+00 99 3 . 7 EXISTING ℄ PROFILE 8" DIP WATER MAIN 8. 0 ' REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 1" CPDENOTES SIZE OFWATER SERVICE 8 9 10 11 12 13 14 15 1 2 0 1 2 7 8 9 10 B U R T O N S T . 2161 2173 2179 2180 2170 2160 2190 2189 2197 22032211 221722252231 1588 1596 2222 2216 2208 2202 1587 N O R T H R U P A V E . C O F F M A N S T . CO F F M A N S T . 2 3 ' 20' RAD. F/C(TYP) 8" x 6" TEE6" GV & BOX6' - 6" DIPTNH @ 999.40 8" GV & BOX CONNECT TO EXISTING8" x 8" CROSS 8" DIP WATER MAIN NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 NOTE 3 SS1-5 SS1-6 SS1-7SS1-7 SS1-8 SS1-9 SS1-10 SS1-11 SS1-12 SS1-22 SS1-25 CB4-8CB4-3CB4-2 NOTE:VERIFY ELEVATIONS AT ALLUTILITY CROSSINGS CONSTRUCT CONCRETEVALLEY GUTTER - SEEDETAIL ON SHEET 6 CB4-9 1" CP 1" CP 1" CP1-1/2" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1-1/2" CP 1-1/2" CP 1-1/2" CP 1-1/2" CP SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 2 - F o l w e l l C 6 0 4 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M F U L H A M S T . T O H O Y T A V E . FO L W E L L A V E N U E 22 IM P R O V E M E N T S FOLWELL AVENUE 50' RIGHT OF WAY SCALE IN FEET 0 15 30 60 1000 990 985 980 975 1010 1005 995 MA T C H L I N E 1 5 + 5 0 M A T C H L I N E 7 + 5 0 1000 990 985 980 975 1010 1005 995 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. ST. PAUL REGIONAL WATER SERVICES TO INSTALL TEMPORARY WATER SYSTEM PRIOR TO WATER MAIN CONSTRUCTION.6. SEE SHEET 4 FOR WATER MAIN CONSTRUCTION NOTES.7. STREET CORRECTION: *RECLAIM BITUMINOUS ROADWAY (9" DEPTH), REMOVE EXCESS MATERIAL. REGRADE ROADWAY FOR: 4" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 4" TYPE SPWEA330C WEARING COURSE AS PER TYPICAL SECTION IN TWO LIFTS.8. PERFORM SAW AND SEAL ON NEW BITUMINOUS AS PER DETAIL ON SHEET 6.9. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 88 of 119 99 3 . 7 99 3 . 4 16+00 99 2 . 9 99 2 . 3 17+00 99 1 . 7 4 99 1 . 7 99 1 . 1 6 99 1 . 1 18+00 99 0 . 9 9 99 1 . 2 99 2 . 0 4 99 2 . 1 19+00 99 3 . 1 99 4 . 4 20+00 99 5 . 6 99 6 . 8 21+00 99 8 . 0 99 9 . 2 22+00 10 0 0 . 3 10 0 1 . 5 23+00 50.00' VCP.I.=18+40.68ELEV=990.69L.P.=18+32.55ELEV=990.89 BV C S : 1 8 + 1 5 . 6 8 BV C E : 9 9 0 . 9 8 EV C S : 1 8 + 6 5 . 6 8 EV C E : 9 9 1 . 2 6 -1.15%2.26%ST A : 1 7 + 5 0 . 0 0 EL E V : 9 9 1 . 7 4 ST A : 1 9 + 0 5 . 0 0 EL E V : 9 9 2 . 1 5 EXISTING ℄ PROFILE 8. 0 ' 8" DIP WATER MAIN STA. 17+69, TOP OF PIPEAT ELEV 982.0 STA. 18+50, TOP OF PIPEAT ELEV 982.0 STA. 19+46, TOP OF PIPEAT ELEV 983.7 NOTE:ALL WATER MAIN SHALL BEINSTALLED AT 8.0' DEEP.OVERDEPTH IS INCIDENTAL. REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 1" CPDENOTES SIZE OFWATER SERVICE 16 17 18 19 20 21 22 23 0 0 2097 209821082112211821242132 21052111 2115 21212129 2137 214321512159 2154 2148 2140 8" x 6" TEE6" GV & BOX8' - 6" DIPTNH @ 994.20 8" DIP WATER MAIN 8" x 6" TEE6" GV & BOX8' - 6" DIPTNH @ 1002.50 SS1-13 SS1-14 SS1-15 SS1-16 SS1-17 SS1-18 SS1-20 SS1-21 CB4-4 NOTE:VERIFY ELEVATIONS AT ALLUTILITY CROSSINGS 8" GV & BOX 8" 45° BEND 8" 45° BEND 8" 45° BEND 8" 45° BEND INSULATE WATER MAIN AT ALLSTORM SEWER CROSSINGS INSULATE WATER MAIN AT ALLSTORM SEWER CROSSINGS 1" CP3/4" CP 1-1/2" CP 1-1/2" CP 1" CP 1" CP 2" CP 1-1/2" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 2" CP 1-1/2" CP 2" CP 1" CP SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 3 - F o l w e l l C 6 0 5 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M F U L H A M S T . T O H O Y T A V E . FO L W E L L A V E N U E 23 IM P R O V E M E N T S FOLWELL AVENUE 50' RIGHT OF WAY SCALE IN FEET 0 15 30 60 1000 990 985 980 975 1010 1005 995 MA T C H L I N E 2 3 + 0 0 M A T C H L I N E 1 5 + 5 0 1000 990 985 980 975 1010 1005 995 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. ST. PAUL REGIONAL WATER SERVICES TO INSTALL TEMPORARY WATER SYSTEM PRIOR TO WATER MAIN CONSTRUCTION.6. SEE SHEET 4 FOR WATER MAIN CONSTRUCTION NOTES.7. STREET CORRECTION: *RECLAIM BITUMINOUS ROADWAY (9" DEPTH), REMOVE EXCESS MATERIAL. REGRADE ROADWAY FOR: 4" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 4" TYPE SPWEA330C WEARING COURSE AS PER TYPICAL SECTION IN TWO LIFTS.8. PERFORM SAW AND SEAL ON NEW BITUMINOUS AS PER DETAIL ON SHEET 6.9. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 89 of 119 10 0 1 . 5 23+00 10 0 2 . 7 10 0 3 . 8 24+00 10 0 4 . 5 10 0 5 . 0 25+00 10 0 4 . 9 EXISTING ℄ PROFILE 8" DIP WATER MAIN 8. 0 ' REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 1" CPDENOTES SIZE OFWATER SERVICE21 22 23 24 25 25 25 + 6 3 . 1 4 2097 2099 2098 21082112 210521112115 21052111 HOYT AVE. STA. 25+50.16END S.A.P. 124-050-012MATCH EXISTING BITUMINOUS 24 ' 8" DIP WATER MAIN 8" x 6" TEE6" GV & BOX8' - 6" DIPTNH @ 1002.50 2-8" 45° BENDS 8" GV & BOX CONNECT TO EXISTING 6" CIPWATER MAIN AND INSTALL 8" x 6"REDUCER NOTE 3 NOTE 3 SS1-17 SS1-18 SS1-19 CB4-5 CB4-6 CB4-7 NOTE:VERIFY ELEVATIONS AT ALLUTILITY CROSSINGS 20' RAD F/CTYP 8" x 6" TEE6" GV & BOX7' - 6" DIPTNH @ 1008.20 1" CP 1" CP 1" CP 1" CP 2" CP 1-1/2" CP 1-1/2" CP 1-1/2" CP 1-1/2" CP SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 4 - F o l w e l l C 6 0 6 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M F U L H A M S T . T O H O Y T A V E . FO L W E L L A V E N U E 24 IM P R O V E M E N T S FOLWELL AVENUE 50' RIGHT OF WAY SCALE IN FEET 0 15 30 60 1000 990 985 980 975 1010 1005 995 1000 990 985 980 975 1010 1005 995 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. ST. PAUL REGIONAL WATER SERVICES TO INSTALL TEMPORARY WATER SYSTEM PRIOR TO WATER MAIN CONSTRUCTION.6. SEE SHEET 4 FOR WATER MAIN CONSTRUCTION NOTES.7. STREET CORRECTION: *RECLAIM BITUMINOUS ROADWAY (9" DEPTH), REMOVE EXCESS MATERIAL. REGRADE ROADWAY FOR: 4" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 4" TYPE SPWEA330C WEARING COURSE AS PER TYPICAL SECTION IN TWO LIFTS.8. PERFORM SAW AND SEAL ON NEW BITUMINOUS AS PER DETAIL ON SHEET 6.9. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 90 of 119 98 5 . 6 8 98 5 . 7 0+00 98 6 . 9 6 98 7 . 0 98 8 . 0 6 98 8 . 1 1+00 98 9 . 9 6 99 0 . 0 99 1 . 8 4 99 1 . 8 2+00 99 2 . 8 7 99 2 . 9 99 3 . 7 0 99 3 . 7 3+00 99 4 . 2 5 99 4 . 2 99 4 . 5 1 99 4 . 5 4+00 99 4 . 4 4 99 4 . 4 EXISTING ℄ PROFILE 8" DIP WATER MAIN 8. 0 ' REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 1" CPDENOTES SIZE OFWATER SERVICE 3 4 5 6 0 1 2 3 444+88.88 2255 2261 2267 2273 22792280 1595 15891583 15771571 2271 1564 1570 1576 1582 1588 1596 2252 STA. 4+75.51END S.A.P. 124-050-011MATCH EXISTING BITUMINOUS F O L W E L L A V E . H O Y T A V E . 2 4 ' NOTE 3 NOTE 3 8" GV & BOX 8" 11.25° BEND 8" 11.25° BEND 8" GV AND BOX CONNECT TO EXISTING 6" CIPWATER MAIN AND INSTALL 8" x 6" REDUCER SS1-2 SS1-3 SS1-27 SS1-28 ST2-5 ST2-11 GV3-3 ST2-7 ST2-9 ST2-8 ST2-10 ST2-6 20' RAD F/CTYP NOTE:VERIFY ELEVATIONS AT ALLUTILITY CROSSINGS CONNECT TO EXISTING8" PVC WATER MAIN ANDINSTALL 8" 22.5° BEND ST2-36 STA. 0+00.00BEGIN S.A.P. 124-050-011 1" CP1" CP 1" CP 1" CP 1" CP 1" CP 1" CP1" CP 1" CP 1" CP1" CP 1" CP 1" CP 1" CP1" CP 1" CP 1" CP 1" CP 1" CP SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 5 - V i n c e n t C 6 0 7 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M F O L W E L L A V E . T O H O Y T A V E . VI N C E N T S T R E E T 25 IM P R O V E M E N T S VINCENT STREET 50' RIGHT OF WAY SCALE IN FEET 0 15 30 60 1000 990 985 980 975 970 1005 995 1000 990 985 980 975 970 1005 995 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. ST. PAUL REGIONAL WATER SERVICES TO INSTALL TEMPORARY WATER SYSTEM PRIOR TO WATER MAIN CONSTRUCTION.6. SEE SHEET 4 FOR WATER MAIN CONSTRUCTION NOTES.7. STREET CORRECTION: *RECLAIM BITUMINOUS ROADWAY (9" DEPTH), REMOVE EXCESS MATERIAL. REGRADE ROADWAY FOR: 4" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 4" TYPE SPWEA330C WEARING COURSE AS PER TYPICAL SECTION IN TWO LIFTS.8. PERFORM SAW AND SEAL ON NEW BITUMINOUS AS PER DETAIL ON SHEET 6.9. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 91 of 119 10 0 8 . 9 1 10 0 8 . 9 0+00 10 0 8 . 5 3 10 0 8 . 5 10 0 8 . 8 6 10 0 8 . 9 1+00 10 0 7 . 8 9 10 0 7 . 9 10 0 6 . 8 3 10 0 6 . 8 2+00 10 0 5 . 8 9 10 0 5 . 9 10 0 4 . 7 3 10 0 4 . 7 3+00 10 0 2 . 5 6 10 0 2 . 6 99 7 . 7 9 99 7 . 8 4+00 99 1 . 1 3 99 1 . 1 98 6 . 0 6 98 6 . 1 5+00 EXISTING ℄ PROFILE 8. 0 ' 8" DIP WATER MAIN REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 1" CPDENOTES SIZE OFWATER SERVICE 7 8 9 0 1 2 34555+21.91 2217 2225 2231 2243 22491603 1595 1589 15831575 15692243 2225 1572 1580 1588 1596 2222 2216 STA. 5+09.17END S.A.P. 124-050-013MATCH EXISTING BITUMINOUS F O L W E L L A V E . 2 3 ' H O Y T A V E . 2 4 ' NOTE 3 NOTE 3 CONNECT TO EXISTING 6" CIPWATER MAIN AND INSTALL8" x 6" REDUCER 8" GV & BOX 8" 11.25° BEND 8" 22.5° BEND CONNECT TO EXISTING8" PVC WATER MAIN SS1-5 SS1-6 SS1-24 SS1-25 SS1-26 ST2-12 GV3-4 GV3-5 ST2-39 CB4-3 CB4-1 ST2-19 ST2-20 ST2-38 ST2-22 ST2-37 ST2-24 CB4-2 20' RAD F/CTYP NOTE:VERIFY ELEVATIONS AT ALLUTILITY CROSSINGS INSTALL CATCH BASIN, TYPE BSALVAGE EXISTING CASTINGRIM EL - 986.40INV EL - 983.00 CONNECT TOEXISTING STRUCTURE(INCIDENTAL) INSTALL CATCH BASIN, TYPE BSALVAGE EXISTING CASTINGRIM EL - 1004.20INV EL - 1000.62 20' - 12" RCP 20' - 12" RCPCONNECT TOEXISTING STRUCTURE(INCIDENTAL) 8" GV AND BOX STA. 0+00.00BEGIN S.A.P. 124-050-013 1" CP 1" CP 1" CP 1-1/2" CP 1" CP 1" CP 1" CP 1" CP 1" CP1" CP1" CP1" CP 1" CP 1" CP 1" CP 1-1/2" CP 1-1/2" CP SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 6 - N o r t h r u p C 6 0 8 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M F O L W E L L A V E . T O H O Y T A V E . NO R T H R U P A V E N U E 26 IM P R O V E M E N T S NORTHRUP AVENUE 50' RIGHT OF WAY SCALE IN FEET 0 15 30 60 1000 990 985 980 975 1010 1005 995 1000 990 985 980 975 1010 1005 995 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. ST. PAUL REGIONAL WATER SERVICES TO INSTALL TEMPORARY WATER SYSTEM PRIOR TO WATER MAIN CONSTRUCTION.6. SEE SHEET 4 FOR WATER MAIN CONSTRUCTION NOTES.7. STREET CORRECTION: *RECLAIM BITUMINOUS ROADWAY (9" DEPTH), REMOVE EXCESS MATERIAL. REGRADE ROADWAY FOR: 4" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 4" TYPE SPWEA330C WEARING COURSE AS PER TYPICAL SECTION IN TWO LIFTS.8. PERFORM SAW AND SEAL ON NEW BITUMINOUS AS PER DETAIL ON SHEET 6.9. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 92 of 119 10 0 1 . 8 8 10 0 1 . 9 0+00 10 0 2 . 7 4 10 0 2 . 7 10 0 4 . 1 6 10 0 4 . 2 1+00 10 0 5 . 3 5 10 0 5 . 4 10 0 6 . 0 0 10 0 6 . 0 2+00 10 0 5 . 5 9 10 0 5 . 6 10 0 3 . 8 1 10 0 3 . 8 3+00 10 0 1 . 4 4 10 0 1 . 4 99 8 . 7 2 99 8 . 7 4+00 99 6 . 2 8 99 6 . 3 5+00 EXISTING ℄ PROFILE 8. 0 ' 8" DIP WATER MAIN REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 1" CPDENOTES SIZE OFWATER SERVICE 11 12 13 0123444+98.41 7 89101112131313+17.34 2190158615781564 2189 2197 2203 2211 2208 2202 1587 15791571 2203 STA. 4+85.52END S.A.P. 124-050-014MATCH EXISTING BITUMINOUS COFFMAN ST. COFFMAN S T . H O Y T A V E . F O L W E L L A V E . 2 2 ' 8" x 6" TEE6" GV & BOX8' - 6" PVCTNH @ 998.4 8" DIP WATER MAIN 8" GV & BOX NOTE 3 NOTE 3 NOTE 3 NOTE 3 CONNECT TO EXISTING 6" CIPWATER MAIN AND INSTALL8" x 6" REDUCER. SS1-8 SS1-9 SS1-10 SS1-22 SS1-23 GV3-6 GV3-15GV3-16 20' RAD F/CTYP NOTE:VERIFY ELEVATIONS AT ALLUTILITY CROSSINGS CONNECT TO EXISTING8" PVC WATER MAIN8" GV AND BOX STA. 0+11.91BEGIN S.A.P. 124-050-014 1" CP 1" CP 1" CP1" CP 1-1/2" CP 1-1/2" CP 1" CP 1" CP 1" CP 1" CP 1" CP 1" CP 3/4" CP SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 7 - B u r t o n C 6 0 9 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M F O L W E L L A V E . T O H O Y T A V E . BU R T O N S T R E E T 27 IM P R O V E M E N T S BURTON STREET 50' RIGHT OF WAY SCALE IN FEET 0 15 30 60 1000 990 985 980 1015 1010 1005 995 1000 990 985 980 1015 1010 1005 995 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. ST. PAUL REGIONAL WATER SERVICES TO INSTALL TEMPORARY WATER SYSTEM PRIOR TO WATER MAIN CONSTRUCTION.6. SEE SHEET 4 FOR WATER MAIN CONSTRUCTION NOTES.7. STREET CORRECTION: *RECLAIM BITUMINOUS ROADWAY (9" DEPTH), REMOVE EXCESS MATERIAL. REGRADE ROADWAY FOR: 4" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 4" TYPE SPWEA330C WEARING COURSE AS PER TYPICAL SECTION IN TWO LIFTS.8. PERFORM SAW AND SEAL ON NEW BITUMINOUS AS PER DETAIL ON SHEET 6.9. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 93 of 119 99 0 . 9 4 99 0 . 9 0+00 99 0 . 8 7 99 0 . 9 99 1 . 1 4 99 1 . 1 1+00 99 1 . 1 7 99 1 . 2 99 1 . 4 3 99 1 . 4 2+00 99 1 . 3 5 99 1 . 3 99 2 . 1 8 99 2 . 2 3+00 EXISTING ℄ PROFILE REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 17 18 19 3+13.28 0 0 2124 2132 2129 2137 2123 2129 2143 21512148 2140 2135 2141 H O Y T A V E . FO L W E L L A V E . SS1-14 SS1-15 SS1-20 SS1-21 CB4-4 GV3-8ST2-14 ST2-15 ST2-16 ST2-17 ST2-18 GV3-16 CONSTRUCT 8' WIDEBITUMINOUS PATHWAY SHEET NO. FIE L D B O O K : Plo t D a t e : 1 2 / 1 4 / 2 0 1 6 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 8 - P a t h w a y C 6 1 0 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M F O L W E L L A V E . T O H O Y T A V E . PA T H W A Y R E C O N S T R U C T I O N 28 IM P R O V E M E N T S PATHWAY RECONSTRUCTION SCALE IN FEET 0 15 30 60 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS.4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. PATHWAY CORRECTION: *REMOVE EXISTING BITUMINOUS PATHWAY. REGRADE PATHWAY FOR: 3" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 3" TYPE SPWEA240B WEARING COURSE AS PER TYPICAL SECTION.6. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 1000 990 985 980 1015 1010 1005 995 1000 990 985 980 1015 1010 1005 995 94 of 119 98 3 . 1 6 98 3 . 2 0+00 98 3 . 6 1 98 3 . 6 98 4 . 0 5 98 4 . 1 1+00 98 4 . 5 0 98 4 . 5 98 4 . 9 4 98 4 . 9 2+00 98 5 . 3 9 98 5 . 4 98 5 . 8 3 98 5 . 8 3+00 98 6 . 2 8 98 6 . 3 98 6 . 7 2 98 6 . 7 4+00 98 7 . 1 7 98 7 . 2 98 7 . 6 1 98 7 . 6 5+00 98 8 . 0 6 98 8 . 1 98 8 . 4 3 98 8 . 4 6+00 98 8 . 5 8 98 8 . 6 98 8 . 5 0 98 8 . 5 7+00 98 8 . 2 0 98 8 . 2 98 7 . 7 4 98 7 . 7 8+00 APPROXIMATE EXISTING PROFILEBITUMINOUS PATHWAY REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 0 1 2 3 4 5 6 7 8 2054 1998 CL E V E L A N D A V E . 2050 2040 2077 2005 A U T U M N P L W ROSELAWN AVE. FALCON HEIGH T S COMMUNITY PA R K MATCHEXISTING CONCRETE NOTE 3 PROTECTEXISTING CONCRETE NOTE 3 PROTECTEXISTING CONCRETE NOTE 3 CONSTRUCT 8' WIDEBITUMINOUS PATHWAYSTA. 3+88.38, BEGIN 10' WIDEBITUMINOUS PATHWAY 4" SOLID, WHITE, EPOXY4" SOLID, WHITE, EPOXY 2 . 0 ' SHEET NO. FIE L D B O O K : Plo t D a t e : 0 1 / 0 4 / 2 0 1 7 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 2 9 - R o s e l a w n P a t h w a y C 6 1 1 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M C L E V E L A N D A V E . T O F A I R V I E W A V E . RO S E L A W N A V E . P A T H W A Y 29 IM P R O V E M E N T S PATHWAY RECONSTRUCTION SCALE IN FEET 0 15 30 60 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS.4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. PATHWAY CORRECTION: *REMOVE EXISTING BITUMINOUS PATHWAY. REGRADE PATHWAY FOR: 3" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 3" TYPE SPWEA240B WEARING COURSE AS PER TYPICAL SECTION.6. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 980 970 965 960 995 990 985 975 980 970 965 960 995 990 985 975 MA T C H L I N E 8 + 0 0 95 of 119 98 7 . 7 4 98 7 . 7 8+00 98 7 . 2 7 98 7 . 3 98 6 . 8 0 98 6 . 8 9+00 98 6 . 3 4 98 6 . 3 98 5 . 8 7 98 5 . 9 10+00 98 5 . 4 0 98 5 . 4 98 4 . 9 3 98 4 . 9 11+00 98 4 . 4 7 98 4 . 5 98 4 . 0 0 98 4 . 0 12+00 98 3 . 5 3 98 3 . 5 98 3 . 0 7 98 3 . 1 13+00 98 2 . 6 3 98 2 . 6 98 2 . 2 9 98 2 . 3 14+00 98 2 . 0 2 98 2 . 0 98 1 . 7 5 98 1 . 7 15+00 98 1 . 4 8 98 1 . 5 98 1 . 2 0 98 1 . 2 16+00 APPROXIMATE EXISTING PROFILEBITUMINOUS PATHWAY REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 8 9 10 11 12 13 14 15 16 2000 1965 1957 1951 1945 1927 19151938194819581966 1997 1911 1916 AU T U M N S T . A U T U M N P L W AU T U M N S T . PR I O R A V E . ROSELAWN AVE.NOTE 3 CONSTRUCT 8' WIDEBITUMINOUS PATHWAY NOTE 3 SHEET NO. FIE L D B O O K : Plo t D a t e : 1 2 / 1 4 / 2 0 1 6 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 3 0 - R o s e l a w n P a t h w a y C 6 1 2 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M C L E V E L A N D A V E . T O F A I R V I E W A V E . RO S E L A W N A V E . P A T H W A Y 30 IM P R O V E M E N T S PATHWAY RECONSTRUCTION SCALE IN FEET 0 15 30 60 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS.4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. PATHWAY CORRECTION: *REMOVE EXISTING BITUMINOUS PATHWAY. REGRADE PATHWAY FOR: 3" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 3" TYPE SPWEA240B WEARING COURSE AS PER TYPICAL SECTION.6. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 980 970 965 960 995 990 985 975 980 970 965 960 995 990 985 975 MA T C H L I N E 1 6 + 0 0 M A T C H L I N E 8 + 0 0 96 of 119 98 1 . 2 0 98 1 . 2 16+00 98 0 . 9 3 98 0 . 9 98 0 . 6 7 98 0 . 7 17+00 98 0 . 7 6 98 0 . 8 98 1 . 0 2 98 1 . 0 18+00 98 1 . 2 8 98 1 . 3 98 1 . 5 4 98 1 . 5 19+00 98 1 . 7 7 98 1 . 8 98 1 . 4 3 98 1 . 4 20+00 98 0 . 8 8 98 0 . 9 98 0 . 3 3 98 0 . 3 21+00 97 9 . 7 8 97 9 . 8 97 9 . 4 1 97 9 . 4 22+00 97 9 . 6 2 97 9 . 6 98 0 . 2 3 98 0 . 2 23+00 98 0 . 8 5 98 0 . 9 APPROXIMATE EXISTING PROFILEBITUMINOUS PATHWAY REMOVAL LEGEND 4" CONCRETE (6" CONCRETE AT ALLDRIVEWAYS AND PEDESTRIAN RAMPS) REMOVE AND REPLACEEXISTING CONCRETE CURB NEW BITUMINOUSPAVING REMOVE AND REPLACEEXISTING CONCRETESIDEWALK AND DRIVEWAY 16 17 18 19 20 21 22 23 2323+92.81 1901 1920 1889 1875 1865 1857 1851 1843 1837 1911184018501860187018801888 TA T U M S T . ROSELAWN AVE.NOTE 3 CONSTRUCT 8' WIDEBITUMINOUS PATHWAY CONSTRUCT BITUMINOUSDRIVEWAY APRON CONSTRUCT BITUMINOUSDRIVEWAY APRON STA. 23+62.38, MATCH EXISTING CONCRETE SIDEWALK ST2-28 SHEET NO. FIE L D B O O K : Plo t D a t e : 1 2 / 1 4 / 2 0 1 6 Dra w i n g n a m e : \ \ m e t r o - i n e t \ r o s e v i l l e \ P u b l i c W o r k s \ C A D \ P r o j e c t s \ F a l c o n H e i g h t s \ 2 0 1 7 \ 1 7 - 0 7 _ 2 0 1 7 P M P _ T h e G r o v e \ D r a w i n g s \ 3 1 - R o s e l a w n P a t h w a y C 6 1 3 . d w g Xre f s : , X - S I T E - E X S T , X - S I T E - N E W , F H 2 2 - b d r DE S C R I P T I O N O F R E V I S I O N S DA T E NO . BY LIC . N O . DA T E CH E C K E D DE S I G N E D D R A W N CIT Y P R O J . N O . SA P N O . SHEET NO. OF SHEETS EN G I N E E R I N G D E P A R T M E N T I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D BY M E O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . PA V E M E N T M A N A G E M E N T P R O J E C T SE G M E N T 1 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R 47 2 7 2 DA T E DR T D R T JA F 17 - 0 7 31 12 4 - 0 5 0 - 0 1 1 , 1 2 4 - 0 5 0 - 0 1 2 , 1 2 4 - 0 5 0 - 0 1 3 , 12 4 - 0 5 0 - 0 1 4 , 1 2 4 - 0 5 0 - 0 1 5 PR O F E S S I O N A L E N G I N E E R CIT Y E N G I N E E R PL A N A N D P R O F I L E F O R : FR O M C L E V E L A N D A V E . T O F A I R V I E W A V E . RO S E L A W N A V E . P A T H W A Y 31 IM P R O V E M E N T S PATHWAY RECONSTRUCTION SCALE IN FEET 0 15 30 60 NOTES:1. CONTRACTOR IS RESPONSIBLE FOR HAVING UTILITIES LOCATED IN THE FIELD.2. SIGN RELOCATIONS (REMOVAL, PROTECTION AND REINSTALLATIONS) ARE INCIDENTAL UNLESS OTHERWISE NOTED.3. CONSTRUCT PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES. SEE MnDOT STANDARD PLANS.4. REMOVE AND REPLACE CURB & GUTTER SECTIONS AS DIRECTED BY THE ENGINEER.5. PATHWAY CORRECTION: *REMOVE EXISTING BITUMINOUS PATHWAY. REGRADE PATHWAY FOR: 3" THICK PAVEMENT SECTION AS PER TYPICAL SECTION. *SUB-CUT AND BACKFILL FAILURE AREAS AS DIRECTED BY THE ENGINEER. *CONSTRUCT 3" TYPE SPWEA240B WEARING COURSE AS PER TYPICAL SECTION.6. SEE TABULATION A FOR WORK PERFORMED ON ALL UTILITY STRUCTURES WITHIN CONSTRUCTION LIMITS. 980 970 965 960 995 990 985 975 980 970 965 960 995 990 985 975 M A T C H L I N E 1 6 + 0 0 97 of 119 FA L C O N H E I G H T S W E E K L Y P O L I C E R E P O R T - N O V E M B E R 2 8 , 2 0 1 6 T O D E C E M B E R 4 , 2 0 1 6 IC R T i t l e Co m m o n P l a c e Na m e B l o c k H o u s e S t N a m e C r o s s S t N a m e Re p o r t e d Da t e S u m m a r y C o n t a i n s 16 0 1 0 0 6 5 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N G a r d e n A v e 1 1 / 2 8 / 2 0 1 6 W i n d o w T i n t 16 0 1 0 0 7 9 Tr a f f i c Ar r e s t 0 La r p e n t e u r Av e W S n e l l i n g A v e N 1 1 / 2 8 / 2 0 1 6 57 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r dr i v i n g a f t e r c a n c e l a t i o n a n d n o p r o o f o f in s u r a n c e o n d e m a n d . 16 0 1 0 0 8 3 Tr a f f i c Ar r e s t 0 La r p e n t e u r Av e W S n e l l i n g A v e N 1 1 / 2 8 / 2 0 1 6 43 y e a r o l d f e m a l e a r r e s t e d a n d c i t e d f o r dr i v i n g a f t e r r e v o c a t i o n . 16 0 1 0 0 9 7 Tr a f f i c Ar r e s t 0 Cl e v e l a n d Av e N C o m o A v e W 1 1 / 2 9 / 2 0 1 6 32 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r op e r a t i n g a n u n i n s u r e d v e h i c l e , n o p r o o f o f in s u r a n c e o n d e m a n d , a n d e x p i r e d re g i s t r a t i o n . 16 0 1 0 1 0 7 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N H o y t A v e W 1 1 / 2 9 / 2 0 1 6 D i s p l a y E x p i r e d R e g i s t r a t i o n 16 0 1 0 1 4 0 T h e f t M e r w i n L i q u o r s 0 1 5 5 9 La r p e n t e u r Av e 1 1 / 3 0 / 2 0 1 6 Em p l o y e e s r e p o r t e d t h a t t h e s u s p e c t t o o k tw o b o t t l e s o f l i q u o r a n d l e f t w i t h o u t p a y i n g . A d e s c r i p t i o n o f t h e s u s p e c t w a s r e c e i v e d . To t a l e s t i m a t e d l o s s v a l u e $ 3 7 . 9 6 . 16 0 1 0 1 4 3 Tr a f f i c Ar r e s t 0 La r p e n t e u r Av e W A r o n a S t 1 1 / 3 0 / 2 0 1 6 28 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r dr i v i n g a f t e r r e v o c a t i o n , n o p r o o f o f in s u r a n c e o n d e m a n d a n d e x p i r e d re g i s t r a t i o n . 2 5 y e a r o l d f e m a l e a r r e s t e d an d c i t e d f o r o w n e r a l l o w i n g t h e i l l e g a l op e r a t i o n o f a m o t o r v e h i c l e a n d o w n e r al l o w i n g t h e o p e r a t i o n o f a n u n i n s u r e d ve h i c l e . 16 0 1 0 1 4 9 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N La r p e n t e u r Av e W 1 2 / 1 / 2 0 1 6 S e m a p h o r e - R e d L i g h t 98 of 119 16 0 1 0 1 5 0 Ci t a t i o n 0 La r p e n t e u r Al b e r t S t N 12 / 1 / 2 0 1 6 Di s p l a y E x p i r e d R e g i s t r a t i o n 16 0 1 0 1 5 1 Wr i t t e n Wa r n i n g 0 La r p e n t e u r Av e W H o l t o n S t N 1 2 / 1 / 2 0 1 6 Bi c y c l i s t v e r b a l l y w a r n e d r e g a r d i n g f a i l u r e t o il l u m i n a t e b i k e a f t e r d a r k . 16 0 1 0 1 6 2 Tr a f f i c Ar r e s t 0 Sn e l l i n g A v e N H o y t A v e W 1 2 / 1 / 2 0 1 6 24 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r dr i v i n g a f t e r r e v o c a t i o n a n d n o p r o o f o f in s u r a n c e o n d e m a n d . 16 0 1 0 1 6 4 Tr a f f i c Ar r e s t 0 Sn e l l i n g A v e N La r p e n t e u r Av e W 1 2 / 1 / 2 0 1 6 27 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r dr i v i n g a f t e r r e v o c a t i o n a n d n o p r o o f o f in s u r a n c e o n d e m a n d . 16 0 1 0 1 7 6 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W F a i r v i e w A v e N 1 2 / 1 / 2 0 1 6 S e m a p h o r e - R e d L i g h t 16 0 1 0 1 7 7 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W G o r t n e r A v e 1 2 / 1 / 2 0 1 6 H e a d l i g h t s - U s e R e q u i r e d 16 0 1 0 1 8 1 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N H o y t A v e W 1 2 / 2 / 2 0 1 6 F a i l u r e t o S i g n a l T u r n o r l a n e c h a n g e 16 0 1 0 1 8 6 T h e f t 1 7 0 0 S i m p s o n S t 12 / 2 / 2 0 1 6 56 y e a r o l d m a l e r e p o r t e d a s t a t u e r e m o v e d fr o m t h e i r n a t i v i t y s e t . E s t i m a t e d l o s s v a l u e $3 0 . 16 0 1 0 1 9 6 Tr a f f i c Ar r e s t 0 La r p e n t e u r Av e W A l b e r t S t N 1 2 / 2 / 2 0 1 6 23 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r vi o l a t i o n o f a n i n s t r u c t i o n a l p e r m i t a n d n o pr o o f o f i n s u r a n c e o n d e m a n d . 16 0 1 0 2 0 9 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W P a s c a l S t N 1 2 / 2 / 2 0 1 6 T a i l L i g h t s R e q u i r e d 16 0 1 0 2 1 5 Ve r b a l Wa r n i n g 0 Ha m l i n e A v e N Ga r d e n A v e 1 2 / 2 / 2 0 1 6 D i s p l a y E x p i r e d R e g i s t r a t i o n 16 0 1 0 2 2 0 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N Ho y t A v e W 1 2 / 2 / 2 0 1 6 S p e e d - E x c e e d P o s t e d L i m i t 16 0 1 0 2 2 1 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W A r o n a S t 1 2 / 3 / 2 0 1 6 L i c e n s e P l a t e L i g h t R e q u i r e d 16 0 1 0 2 6 2 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N Ro s e l a w n A v e W 1 2 / 4 / 2 0 1 6 F a i l t o O b e y a T r a f f C o n t D e v i c e 99 of 119 16 0 1 0 2 6 6 Di s o r d e r l y Co n d u c t 1 7 0 0 Sn e l l i n g A v e N 1 2 / 4 / 2 0 1 6 Wh i l e c h e c k i n g b u s i n e s s , o b s e r v e d s u b j e c t ur i n a t i n g o n t h e s i d e o f t h e b u i l d i n g . Id e n t i f i e d 5 5 y e a r o l d m a l e s u s p e c t . H e w a s ar r e s t e d a n d r e l e a s e d w i t h a c i t a t i o n f o r di s o r d e r l y c o n d u c t . 16 0 1 0 2 6 7 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N La r p e n t e u r Av e W 1 2 / 4 / 2 0 1 6 D i s p l a y E x p i r e d R e g i s t r a t i o n 16 0 1 0 2 7 2 Ve r b a l Wa r n i n g 0 H o y t A v e W S n e l l i n g A v e N 1 2 / 4 / 2 0 1 6 S e m a p h o r e - R e d L i g h t 16 0 1 0 2 7 7 We l f a r e Ch e c k Fa l c o n H e i g h t s To w n S q u a r e 0 1 5 5 0 La r p e n t e u r Av e 1 2 / 4 / 2 0 1 6 Tw o y e a r o l d c h i l d l o c a t e d w o n d e r i n g t h e co m p l e x w i t h n o s u p e r v i s i o n . A f t e r s e a r c h i n g th e c o m p l e x , t h e m o t h e r w a s l o c a t e d . An o t h e r r e s i d e n t a d v i s e d t h i s w a s n o t t h e fi r s t t i m e t h e c h i l d h a s b e e n u n s u p e r v i s e d i n th e c o m p l e x . C h i l d r e t u r n e d . C a s e r e f e r r e d to i n v e s t i g a t i o n s . 16 0 1 0 2 7 9 Ve r b a l Wa r n i n g 0 S n e l l i n g D r Ro s e l a w n A v e W 1 2 / 4 / 2 0 1 6 U n s a f e T u r n o r C h a n g e o f C o u r s e 16 0 1 0 2 8 3 Tr a f f i c Ar r e s t 2 0 0 0 C o m o A v e W 1 2 / 4 / 2 0 1 6 36 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r dr i v i n g a f t e r s u s p e n s i o n , o p e r a t i n g a n un i n s u r e d v e h i c l e , a n d n o p r o o f o f i n s u r a n c e on d e m a n d . 100 of 119 101 of 119 102 of 119 103 of 119 104 of 119 105 of 119 106 of 119 FA L C O N H E I G H T S W E E K L Y P O L I C E R E P O R T - D E C E M B E R 1 2 , 2 0 1 6 T O D E C E M B E R 1 8 , 2 0 1 6 IC R Ti t l e Co m m o n P l a c e Bl o c k Ho u s e # St N a m e Cr o s s S t Re p o r t e d 16 0 1 0 6 5 7 Tr a f f i c Ar r e s t 0 La r p e n t e u r Av e W C o f f m a n S t 1 2 / 1 2 / 2 0 1 6 16 0 1 0 6 5 8 Dr u n k Pe r s o n J I M M Y J O H N S 0 1 5 4 3 La r p e n t e u r Av e 1 2 / 1 2 / 2 0 1 6 16 0 1 0 6 6 2 Tr a f f i c Ar r e s t 0 Sn e l l i n g A v e N La r p e n t e u r Av e W 1 2 / 1 2 / 2 0 1 6 16 0 1 0 6 6 3 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N La r p e n t e u r Av e W 1 2 / 1 2 / 2 0 1 6 16 0 1 0 6 7 2 Tr a f f i c Ar r e s t 0 Ha m l i n e A v e N Ho y t A v e W 1 2 / 1 3 / 2 0 1 6 16 0 1 0 6 7 4 Tr a f f i c Ar r e s t 0 La r p e n t e u r Av e W Ha m l i n e A v e N 12 / 1 3 / 2 0 1 6 16 0 1 0 6 8 7 Ci t a t i o n 0 Sn e l l i n g A v e Ro s e l a w n 12 / 1 3 / 2 0 1 6 16 0 1 0 6 9 0 Tr a f f i c Ar r e s t 0 La r p e n t e u r Av e W Sn e l l i n g A v e N 1 2 / 1 3 / 2 0 1 6 16 0 1 0 6 9 2 Ve r b a l Wa r n i n g 0 Ha m l i n e A v e N R u g g l e s A v e 1 2 / 1 3 / 2 0 1 6 S p e e d - E x c e e d P o s t e d L i m i t 47 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r d r i v i n g af t e r s u s p e n s i o n , n o p r o o f o f i n s u r a n c e o n de m a n d , a n d i n c o r r e c t n a m e / a d d r e s s o n dr i v e r ' s l i c e n s e . Te x t i n g w h i l e D r i v i n g 37 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r d r i v i n g af t e r r e v o c a t i o n . 52 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r d r i v i n g af t e r r e v o c a t i o n , n o p r o o f o f i n s u r a n c e o n de m a n d , a n d e x p i r e d r e g i s t r a t i o n . Se m a p h o r e - R e d L i g h t 28 y e a r o l d f e m a l e a r r e s t e d a n d c i t e d f o r op e r a t i n g a n u n i n s u r e d v e h i c l e a n d e x p i r e d re g i s t r a t i o n . Em p l o y e e s r e p o r t i n g a n i n t o x i c a t e d m a l e re f u s i n g t o l e a v e t h e b u s i n e s s . S u b j e c t ap p e a r e d o k a y a n d w a s g i v e n a t r a n s p o r t f r o m th e a r e a . 25 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r d r i v i n g af t e r r e v o c a t i o n , o p e r a t i n g a n u n i n s u r e d ve h i c l e , a n d e x p i r e d r e g i s t r a t i o n . Su m m a r y C o n t a i n s 107 of 119 16 0 1 0 7 0 4 Tr a f f i c Ar r e s t 0 Sn e l l i n g A v e N G a r d e n A v e 1 2 / 1 4 / 2 0 1 6 16 0 1 0 7 0 8 Ve r b a l Wa r n i n g 1 6 0 0 Ro s e l a w n Av e 1 2 / 1 4 / 2 0 1 6 16 0 1 0 7 2 7 Tr a f f i c Ar r e s t 0 C o m o A v e Cl e v e l a n d Av e N 1 2 / 1 5 / 2 0 1 6 16 0 1 0 7 2 9 Tr a f f i c Ar r e s t 0 Sn e l l i n g A v e N La r p e n t e u r Av e W 1 2 / 1 5 / 2 0 1 6 16 0 1 0 7 4 4 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W F a i r v i e w A v e 1 2 / 1 5 / 2 0 1 6 16 0 1 0 7 4 6 T h e f t B P G a s S t a t i o n 0 1 6 9 1 SN E L L I N G AV E 1 2 / 1 5 / 2 0 1 6 16 0 1 0 7 6 0 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W Sn e l l i n g A v e N 1 2 / 1 6 / 2 0 1 6 F a i l t o Y i e l d w h e n E n t e r i n g a R d 16 0 1 0 7 6 4 Ci t a t i o n 16 0 0 Ar o n a S t 12 / 1 6 / 2 0 1 6 16 0 1 0 7 6 5 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N Ro s e l a w n Av e W 1 2 / 1 6 / 2 0 1 6 16 0 1 0 7 8 4 Ci t a t i o n 0 La r p e n t e u r Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 7 9 3 Ci t a t i o n 17 0 0 Ta t u m S t 12 / 1 7 / 2 0 1 6 16 0 1 0 7 9 8 Ci t a t i o n 17 0 0 Li n d i g S t 12 / 1 7 / 2 0 1 6 Di s p l a y E x p i r e d R e g i s t r a t i o n Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Ex p i r e d R e g Se m a p h o r e - R e d L i g h t He a d l i g h t s - U s e R e q u i r e d An e m p l o y e e r e p o r t e d t h a t t h e s u s p e c t pu r c h a s e d g a s a n d m e r c h a n d i s e , b u t t o o k a bo t t l e o f a n t i f r e e z e a n d w a s h e r f l u i d a n d l e f t wi t h o u t p a y i n g f o r t h o s e i t e m s . A d e s c r i p t i o n of t h e s u s p e c t a n d t h e l i c e n s e p l a t e n u m b e r wa s r e c e i v e d . E s t i m a t e d l o s s v a l u e $ 1 7 . 4 4 . 52 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r op e r a t i n g a n u n i n s u r e d v e h i c l e , n o p r o o f o f in s u r a n c e o n d e m a n d , d r i v i n g a f t e r r e v o c a t i o n , fa i l u r e t o t r a n s f e r v e h i c l e t i t l e , a n d e x p i r e d re g i s t r a t i o n . 21 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r op e r a t i n g a n u n i n s u r e d v e h i c l e a n d n o p r o o f o f in s u r a n c e o n d e m a n d . Sp e e d - E x c e e d P o s t e d L i m i t 28 m a l e a r r e s t e d a n d c i t e d f o r d r i v i n g a f t e r re v o c a t i o n , n o p r o o f o f i n s u r a n c e o n d e m a n d , an d n o d r i v e r ' s l i c e n s e i n p o s s e s s i o n . 108 of 119 16 0 1 0 8 0 2 C i t a t i o n 17 0 0 F a i r v i e w A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 0 4 Ci t a t i o n 17 0 0 Fa i r v i e w A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 0 6 Ci t a t i o n 17 0 0 Fa i r v i e w A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 0 7 Ci t a t i o n 17 0 0 Fa i r v i e w A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 1 3 Ci t a t i o n 16 0 0 Ga r d e n A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 1 6 Ci t a t i o n 17 0 0 As b u r y S t 12 / 1 7 / 2 0 1 6 16 0 1 0 8 1 9 Ci t a t i o n 17 0 0 As b u r y S t 12 / 1 7 / 2 0 1 6 16 0 1 0 8 2 2 Ci t a t i o n 17 0 0 As b u r y S t 12 / 1 7 / 2 0 1 6 16 0 1 0 8 2 5 Ci t a t i o n 17 0 0 As b u r y S t 12 / 1 7 / 2 0 1 6 16 0 1 0 8 2 9 Ci t a t i o n 19 0 0 Pa s c a l S t 12 / 1 7 / 2 0 1 6 16 0 1 0 8 3 3 Ci t a t i o n 13 0 0 Ru g g l e s S t 12 / 1 7 / 2 0 1 6 16 0 1 0 8 3 4 Ci t a t i o n 18 0 0 Ha m l i n e A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 3 5 Ci t a t i o n 14 0 0 Ho y t A v e W 12 / 1 7 / 2 0 1 6 16 0 1 0 8 3 7 Ci t a t i o n 16 0 0 Pa s c a l S t N 12 / 1 7 / 2 0 1 6 16 0 1 0 8 4 1 Ci t a t i o n 14 0 0 Ho y t A v e W 12 / 1 7 / 2 0 1 6 16 0 1 0 8 4 2 Ci t a t i o n 15 0 0 Ca l i f o r n i a 12 / 1 7 / 2 0 1 6 16 0 1 0 8 4 3 Ci t a t i o n 15 0 0 Ca l i f o r n i a 12 / 1 7 / 2 0 1 6 16 0 1 0 8 4 4 Ci t a t i o n 14 0 0 Io w a A v e W 12 / 1 7 / 2 0 1 6 16 0 1 0 8 4 9 Ci t a t i o n 16 0 0 Ar o n a S t 12 / 1 7 / 2 0 1 6 16 0 1 0 8 5 0 Ci t a t i o n 16 0 0 Ar o n a S t 12 / 1 7 / 2 0 1 6 16 0 1 0 8 5 1 Ci t a t i o n 13 0 0 Id a h o A v e W 12 / 1 7 / 2 0 1 6 16 0 1 0 8 5 2 Ci t a t i o n 16 0 0 Ar o n a S t 12 / 1 7 / 2 0 1 6 16 0 1 0 8 5 6 Ci t a t i o n 15 0 0 Id a h o A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 5 7 Ci t a t i o n 15 0 0 Id a h o A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 5 8 Ci t a t i o n 15 0 0 Id a h o A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 5 9 Ci t a t i o n 15 0 0 Id a h o A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 6 1 Ci t a t i o n 16 0 0 Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 6 2 Ci t a t i o n 16 0 0 Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 6 3 Ci t a t i o n 16 0 0 Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 6 4 Ci t a t i o n 16 0 0 Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 6 5 Ci t a t i o n 16 0 0 Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l D i s p l a y Ex p i r e d R e g i s t r a t i o n Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l 109 of 119 16 0 1 0 8 6 6 Ci t a t i o n 16 0 0 Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 6 8 Ci t a t i o n 16 0 0 Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 6 9 Ci t a t i o n 16 0 0 Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 7 0 Ci t a t i o n 16 0 0 Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 7 3 Ci t a t i o n 14 0 0 La r p e n t e u r 12 / 1 7 / 2 0 1 6 16 0 1 0 8 8 5 Ci t a t i o n 0 La r p e n t e u r Sn e l l i n g A v e 12 / 1 7 / 2 0 1 6 16 0 1 0 8 9 2 Th e f t Fr o m A u t o Su p e r A m e r i c a G a s St a t i o n 0 1 3 5 0 La r p e n t e u r Av e 1 2 / 1 7 / 2 0 1 6 16 0 1 0 9 0 8 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W Fa i r v i e w A v e N 12 / 1 7 / 2 0 1 6 16 0 1 0 9 1 1 D W I 0 A r o n a S t La r p e n t e u r Av e 1 2 / 1 8 / 2 0 1 6 16 0 1 0 9 2 1 B u r g l a r y Fa l c o n H e i g h t s Co m m u n i t y P a r k 0 2 0 5 0 Ro s e l a w n Av e 12 / 1 8 / 2 0 1 6 16 0 1 0 9 3 1 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W Sn e l l i n g A v e N 12 / 1 8 / 2 0 1 6 A m e m b e r o f t h e L a u d e r d a l e / F a l c o n H e i g h t s Li o n C l u b r e p o r t e d t h e y w e r e u s i n g t h e p a r k bu i l d i n g f o r s e l l i n g C h r i s t m a s T r e e s . T o d a y , th e y d i s c o v e r e d f o r c e d e n t r y i n t o t h e p a r k bu i l d i n g . T h e o n l y r e p o r t e d l o s s , a t t h i s t i m e , wa s a c a s h b o x t h a t c o n t a i n e d n o c a s h . He a d l i g h t s - T w o l i t w h e n r e q d Sp e e d - E x c e e d P o s t e d L i m i t D L F a i l t o C h a n g e Na m e - A d d 20 y e a r o l d m a l e , f r o m R o s e v i l l e , a r r e s t e d f o r gr o s s m i s d e m e a n o r 3 r d d e g r e e d r i v i n g w h i l e in t o x i c a t e d , 3 r d d e g r e e a l c o h o l c o n c e n t r a t i o n ov e r . 0 8 , a n d u n d e r a g e d r i n k i n g a n d d r i v i n g . Th e s u b j e c t w a s b o o k e d a t t h e R a m s e y C o u n t y Ja i l o n t h e a b o v e c h a r g e s . Re g i s t r a t i o n - E x p i r e d R e g i s t r a t i o n 35 y e a r o l d m a l e r e p o r t e d t h a t h e l e f t h i s ve h i c l e u n l o c k e d a n d w e n t i n s i d e t h e b u s i n e s s to p a y . W h e n h e r e t u r n e d a f e w m i n u t e s l a t e r , a b a c k p a c k i n h i s b a c k s e a t w a s m i s s i n g . H e ad v i s e d t h e b a c k p a c k c o n t a i n e d a l a p t o p a n d he a d p h o n e s . T o t a l e s t i m a t e d l o s s v a l u e un d e t e r m i n e d a t t h i s t i m e . Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l Pa r k i n g - F H P r o h i b i t e d a f t e r 2 " s n o w f a l l 110 of 119 16 0 1 0 9 3 3 Tr a f f i c Ar r e s t 0 La r p e n t e u r Av e W Ha m l i n e A v e N 12 / 1 8 / 2 0 1 6 29 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r d r i v i n g af t e r r e v o c a t i o n . 111 of 119 FA L C O N H E I G H T S W E E K L Y P O L I C E R E P O R T - D E C E M B E R 1 9 , 2 0 1 6 T O D E C E M B E R 2 5 , 2 0 1 6 IC R T i t l e Co m m o n P l a c e Na m e B l o c k S t N a m e C r o s s S t N a m e Re p o r t e d Da t e 16 0 1 0 9 3 6 C i t a t i o n 0 Sn e l l i n g A v e N Ro s e l a w n A v e W 12 / 1 9 / 2 0 1 6 16 0 1 0 9 4 2 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W Cl e v e l a n d A v e N 12 / 1 9 / 2 0 1 6 16 0 1 0 9 5 3 B u r g l a r y 17 0 0 S n e l l i n g A v e 12 / 1 9 / 2 0 1 6 16 0 1 0 9 5 7 C i t a t i o n 0 Sn e l l i n g A v e N Da n P a t c h A v e 1 2 / 1 9 / 2 0 1 6 16 0 1 0 9 5 8 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N La r p e n t e u r A v e W 12 / 1 9 / 2 0 1 6 16 0 1 0 9 5 9 Ve r b a l Wa r n i n g 0 Ro s e l a w n Av e W S n e l l i n g A v e N 1 2 / 1 9 / 2 0 1 6 16 0 1 0 9 6 0 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N Ho y t A v e W 1 2 / 1 9 / 2 0 1 6 16 0 1 0 9 6 2 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W S n e l l i n g A v e N 1 2 / 2 0 / 2 0 1 6 16 0 1 0 9 6 4 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N La r p e n t e u r A v e W 12 / 2 0 / 2 0 1 6 16 0 1 1 0 2 1 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W Cl e v e l a n d A v e N 12 / 2 1 / 2 0 1 6 16 0 1 1 0 3 8 Ve r b a l Wa r n i n g 0 Ro s e l a w n Av e W A u t u m n S t 1 2 / 2 2 / 2 0 1 6 Sp e e d - E x c e e d P o s t e d L i m i t Di s p l a y E x p i r e d R e g i s t r a t i o n Fa i l u r e t o D i m H e a d l i g h t s Sp e e d - E x c e e d P o s t e d L i m i t Lo u d M u f f l e r - E x h a u s t , L i g h t s - N o w h i t e t o r e a r al l o w e d L i c e n s e P l a t e L i g h t R e q u i r e d Sp e e d - E x c e e d P o s t e d L i m i t N o D r i v e r s L i c e n s e i n P o s s n He a d l i g h t s - U s e R e q u i r e d Sp e e d - E x c e e d P o s t e d L i m i t A f r i e n d o f t h e f a m i l y r e p o r t e d f o r c e d e n t r y i n t o a v a c a n t ho m e . T h e h o m e w a s n e w l y p u r c h a s e d a n d t h e r e s i d e n t s ha d n o t y e t m o v e d i n t o t h e h o m e . F o r c e d e n t r y w a s lo c a t e d o n o n e o f t h e d o o r s . N o l o s s w a s r e p o r t e d a t t h i s ti m e . Su m m a r y C o n t a i n s Se m a p h o r e - R e d L i g h t Di s p l a y E x p i r e d R e g i s t r a t i o n 112 of 119 16 0 1 1 0 3 9 B u r g l a r y La r p e n t e u r Vi l l a s Ap a r t m e n t s 1 5 0 0 La r p e n t e u r Av e 1 2 / 2 2 / 2 0 1 6 16 0 1 1 0 4 5 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N Ho y t A v e W 1 2 / 2 2 / 2 0 1 6 16 0 1 1 0 4 7 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N Ho y t A v e W 1 2 / 2 2 / 2 0 1 6 16 0 1 1 0 5 3 D W I 0 Sn e l l i n g A v e N La r p e n t e u r A v e W 12 / 2 3 / 2 0 1 6 16 0 1 1 0 6 0 C i t a t i o n 0 Sn e l l i n g A v e N La r p e n t e u r A v e W 12 / 2 3 / 2 0 1 6 E x p i r e d R e g 16 0 1 1 0 6 1 Tr a f f i c Ar r e s t 0 Ha m l i n e A v e N Ru g g l e s A v e 1 2 / 2 3 / 2 0 1 6 16 0 1 1 0 8 0 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W Cl e v e l a n d A v e N 12 / 2 3 / 2 0 1 6 16 0 1 1 0 9 1 C i t a t i o n 0 La r p e n t e u r Av e W F r y S t 1 2 / 2 4 / 2 0 1 6 16 0 1 1 0 9 3 C i t a t i o n 0 Sn e l l i n g A v e N Cr a w f o r d A v e 1 2 / 2 4 / 2 0 1 6 16 0 1 1 0 9 7 Ve r b a l Wa r n i n g 0 Cl e v e l a n d Av e N Ro s e l a w n A v e W 12 / 2 4 / 2 0 1 6 16 0 1 1 1 0 7 Tr a f f i c Ar r e s t 0 La r p e n t e u r Av e W H a m l i n e A v e N 1 2 / 2 4 / 2 0 1 6 Se m a p h o r e - R e d L i g h t 37 y e a r o l d f e m a l e a r r e s t e d a n d c i t e d f o r d r i v i n g a f t e r re v o c a t i o n . Ar r e s t e d a 2 4 y e a r o l d m a l e , f r o m R o s e v i l l e , f o r d r i v i n g wh i l e i n t o x i c a t e d . T h e d r i v e r r e c e i v e d a r e a d i n g o f . 1 4 al c o h o l c o n c e n t r a t i o n . H e w a s i s s u e d a c i t a t i o n a n d bo o k e d a t t h e R a m s e y C o u n t y J a i l f o r m i s d e m e a n o r 4 t h de g r e e D W I a n d 4 t h d e g r e e a l c o h o l c o n c e n t r a t i o n o v e r .0 8 . 53 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r n o v a l i d Mi n n e s o t a d r i v e r ' s l i c e n s e a n d n o p r o o f o f i n s u r a n c e o n de m a n d . He a d l i g h t s - U s e R e q u i r e d S p e e d - E x c e e d P o s t e d L i m i t N o Pr o o f o f I n s u r a n c e - D r i v e r Sp e e d - E x c e e d P o s t e d L i m i t Sp e e d - E x c e e d P o s t e d L i m i t 34 y e a r o l d m a l e r e p o r t e d s o m e o n e e n t e r e d h i s s e c u r e ga r a g e d u r i n g t h e d a y . H e r e p o r t e d t h e l o s s o f t o o l s a n d a t e n t . O n c e a n i n v e n t o r y i s c o m p l e t e d , h e w i l l p r o v i d e a de t a i l e d l o s s l i s t . L o s s v a l u e u n d e t e r m i n e d a t t h i s t i m e . Di s p l a y E x p i r e d R e g i s t r a t i o n Di s p l a y E x p i r e d R e g i s t r a t i o n 113 of 119 FA L C O N H E I G H T S W E E K Y P O L I C E R E P O R T - D E C E M B E R 2 6 , 2 0 1 6 T O J A N U A R Y 1 , 2 0 1 7 IC R Ti t l e Co m m o n P l a c e Bl o c k Ho u s e St N a m e Cr o s s S t Re p o r t e d 16 0 1 1 1 2 4 As s i s t O t h e r Ag e n c y 1 6 0 0 Ma p l e K n o l l Dr 1 2 / 2 6 / 2 0 1 6 16 0 1 1 1 3 1 Th e f t F r o m Au t o Fa i r f i e l d Ap a r t m e n t s 0 1 8 0 0 La r p e n t e u r Av e W 1 2 / 2 6 / 2 0 1 6 16 0 1 1 1 3 5 Th e f t F r o m Au t o Fa i r f i e l d Ap a r t m e n t s 0 1 8 0 0 La r p e n t e u r Av e W 1 2 / 2 6 / 2 0 1 6 16 0 1 1 1 4 2 Th e f t F r o m Au t o 1 6 0 0 F r y S t 1 2 / 2 6 / 2 0 1 6 16 0 1 1 1 4 7 Ve r b a l Wa r n i n g 1 8 0 0 Ha m l i n e A v e N 1 2 / 2 6 / 2 0 1 6 16 0 1 1 1 4 8 Ve r b a l Wa r n i n g 1 8 0 0 Ha m l i n e A v e N 1 2 / 2 6 / 2 0 1 6 16 0 1 1 1 5 3 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W C o f f m a n S t 1 2 / 2 6 / 2 0 1 6 24 y e a r o l d f e m a l e r e p o r t e d t h e w i n d o w o f hi s v e h i c l e s m a s h e d o u t . H e r e p o r t e d t h e l o s s of p r o p e r t y f r o m i n s i d e t h e v e h i c l e v a l u e d a t $5 8 . E s t i m a t e d d a m a g e v a l u e , t o t h e w i n d o w , $1 0 0 . Sp e e d - E x c e e d P o s t e d L i m i t Sp e e d - E x c e e d P o s t e d L i m i t Fa i l t o o b e y l a n e m a r k e r - s i g n s B r a k e l i g h t s re q u i r e d Su m m a r y C o n t a i n s Oa k d a l e P D r e c o v e r e d a s t o l e n v e h i c l e t h a t wa s d i s p l a y i n g a l i c e n s e p l a t e b e l o n g i n g t o a Fa l c o n H e i g h t s r e s i d e n t . R e s i d e n t c o n t a c t e d an d d i s c o v e r e d o n e o f h i s l i c e n s e p l a t e s h a d be e n s w i t c h e d . P r o v i d e d i n f o r m a t i o n o n ob t a i n i n g h i s c o r r e c t l i c e n s e p l a t e . 22 y e a r o l d m a l e r e p o r t e d t h e w i n d o w o f h i s ve h i c l e s m a s h e d o u t . H e r e p o r t e d t h e l o s s o f pr o p e r t y f r o m i n s i d e t h e v e h i c l e v a l u e d a t $2 7 5 . E s t i m a t e d d a m a g e v a l u e , t o t h e wi n d o w , $ 1 0 0 . 26 y e a r o l d f e m a l e r e p o r t e d t h e w i n d o w o f hi s v e h i c l e s m a s h e d o u t . H e r e p o r t e d t h e l o s s of p r o p e r t y f r o m i n s i d e t h e v e h i c l e v a l u e d a t $1 1 0 . E s t i m a t e d d a m a g e v a l u e , t o t h e wi n d o w , $ 1 0 0 . 114 of 119 16 0 1 1 1 5 9 C i t a t i o n 0 A r o n a S t La r p e n t e u r Av e W 1 2 / 2 6 / 2 0 1 6 16 0 1 1 1 6 3 Cr i m i n a l Da m a g e Pr o p e r t y Fa i r f i e l d Ap a r t m e n t s 0 1 8 3 0 La r p e n t e u r Av e 12 / 2 6 / 2 0 1 6 16 0 1 1 1 6 6 Cr i m i n a l Da m a g e Pr o p e r t y Su p e r A m e r i c a Ga s S t a t i o n 0 1 3 5 0 La r p e n t e u r Av e 12 / 2 6 / 2 0 1 6 16 0 1 1 1 8 0 C i t a t i o n 0 C o m o A v e W Cl e v e l a n d Av e N 1 2 / 2 7 / 2 0 1 6 16 0 1 1 1 8 3 Bu r g l a r y Re s i d e n t i a l 17 0 0 P a s c a l S t 12 / 2 7 / 2 0 1 6 16 0 1 1 1 8 6 C i t a t i o n 21 0 0 Ro s e l a w n Av e W 12 / 2 7 / 2 0 1 6 16 0 1 1 1 8 9 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W F a i r v i e w A v e 1 2 / 2 7 / 2 0 1 6 16 0 1 1 1 9 5 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N Ne b r a s k a Av e 1 2 / 2 7 / 2 0 1 6 16 0 1 1 1 9 6 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N La r p e n t e u r Av e W 1 2 / 2 7 / 2 0 1 6 Sp e e d - E x c e e d P o s t e d L i m i t , F a i l t o Y i e l d t o a n Em V e h i c l e - U n i n t e n t i o n a l He a d l i g h t s - U s e R e q u i r e d Ac t i v a t e p r o h i b i t e d c o l o r l i g h t s o n s t r e e t s o r hi g h w a y An e m p l o y e e r e p o r t e d t h a t a c u s t o m e r be c a m e u p s e t a n d k i c k e d t h e g l a s s d o o r w h i l e ex i t i n g t h e b u s i n e s s . T h e k i c k c a u s e d a c r a c k in t h e g l a s s . D a m a g e v a l u e u n d e t e r m i n e d a t th i s t i m e . M a n a g e m e n t w i l l p r o v i d e s e c u r i t y fo o t a g e . Di s p l a y E x p i r e d R e g i s t r a t i o n 43 y e a r o l d m a l e r e p o r t e d f o r c e d e n t r y i n t o hi s h o m e . T h e i n t e r i o r w a s c h e c k e d a n d n o su s p e c t s w e r e l o c a t e d . R a m s e y C o u n t y C r i m e La b w a s c a l l e d t o p r o c e s s t h e s c e n e . C o m p l e t e lo s s l i s t w i l l b e p r o v i d e d a s s o o n a s c o m p i l e d . Es t i m a t e d d a m a g e v a l u e t o t h e d o o r $ 2 , 0 0 0 . Sp e e d - E x c e e d P o s t e d L i m i t Di s p l a y E x p i r e d R e g i s t r a t i o n 27 y e a r o l d f e m a l e a n d 3 1 y e a r o l d m a l e re p o r t e d t h e w i n d o w s m a s h e d o u t o n t h e i r ve h i c l e . T h e y a d v i s e d t h e v e h i c l e h a d b e e n ru m m a g e d t h r o u g h , b u t n o l o s s w a s l o c a t e d . Da m a g e v a l u e u n d e t e r m i n e d a t t h i s t i m e . 115 of 119 16 0 1 1 1 9 8 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W F a i r v i e w A v e 1 2 / 2 7 / 2 0 1 6 16 0 1 1 2 0 0 Wa r r a n t Ar r e s t 0 La r p e n t e u r Av e W Sn e l l i n g A v e N 1 2 / 2 7 / 2 0 1 6 16 0 1 1 2 0 2 T r a f f i c A r r e s t 0 La r p e n t e u r Av e W P a s c a l S t N 1 2 / 2 7 / 2 0 1 6 16 0 1 1 2 1 0 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N H o y t A v e W 1 2 / 2 8 / 2 0 1 6 16 0 1 1 2 1 2 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N H o y t A v e W 1 2 / 2 8 / 2 0 1 6 16 0 1 1 2 1 7 T r a f f i c A r r e s t 0 Sn e l l i n g A v e N H o y t A v e W 1 2 / 2 8 / 2 0 1 6 16 0 1 1 2 2 0 Ve r b a l Wa r n i n g 0 Cl e v e l a n d Av e N La r p e n t e u r Av e W 1 2 / 2 8 / 2 0 1 6 16 0 1 1 2 2 2 T h e f t Su p e r A m e r i c a Ga s S t a t i o n 0 1 3 5 0 La r p e n t e u r Av e 1 2 / 2 8 / 2 0 1 6 16 0 1 1 2 2 6 Ve r b a l Wa r n i n g 0 C o m o A v e W Cl e v e l a n d Av e N 1 2 / 2 8 / 2 0 1 6 16 0 1 1 2 5 2 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N La r p e n t e u r Av e W 1 2 / 2 9 / 2 0 1 6 Di s p l a y E x p i r e d R e g i s t r a t i o n Ex p i r e d R e g Sp e e d - E x c e e d P o s t e d L i m i t F a i l u r e t o D i m He a d l i g h t s 53 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r d r i v i n g af t e r r e v o c a t i o n . Br a k e s t o b e i n w o r k i n g o r d e r Th e s u s p e c t p u m p e d $ 2 5 . 5 0 i n g a s a n d l e f t wi t h o u t p a y i n g . T h e l i c e n s e p l a t e n u m b e r o f th e s u s p e c t ' s v e h i c l e w a s r e c e i v e d . Br a k e s t o b e i n w o r k i n g o r d e r He a d l i g h t s - T w o l i t w h e n r e q d 60 y e a r o l d m a l e s t o p p e d f o r c r o s s i n g o v e r th e c e n t e r m e d i a n . H e w a s a r r e s t e d o n t w o ou t s t a n d i n g R a m s e y C o u n t y w a r r a n t s f o r n o pr o o f o f i n s u r a n c e o n d e m a n d a n d f a i l u r e t o ch a n g e a d d r e s s o n d r i v e r ' s l i c e n s e . T h e d r i v e r wa s i s s u e d a c i t a t i o n a n d b o o k e d a t t h e Ra m s e y C o u n t y J a i l o n t h e w a r r a n t s . 49 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r d r i v i n g af t e r r e v o c a t i o n a n d e x p i r e d r e g i s t r a t i o n . T h e ow n e r , p a s s e n g e r , w a s i s s u e d a c i t a t i o n f o r ex p i r e d r e g i s t r a t i o n . 116 of 119 16 0 1 1 2 5 9 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W H o l t o n S t N 1 2 / 2 9 / 2 0 1 6 16 0 1 1 2 6 0 T r a f f i c A r r e s t 0 Sn e l l i n g A v e N H o y t A v e W 1 2 / 2 9 / 2 0 1 6 16 0 1 1 2 6 4 C i t a t i o n 0 Cr a w f o r d Av e Sn e l l i n g A v e N 12 / 2 9 / 2 0 1 6 D i s p l a y E x p i r e d R e g i s t r a t i o n 16 0 1 1 2 6 8 Ve r b a l Wa r n i n g 0 Sn e l l i n g A v e N La r p e n t e u r Av e W 1 2 / 2 9 / 2 0 1 6 16 0 1 1 2 7 8 Mo t o r Ve h i c l e T h e f t 0 A r o n a S t C a l i f o r n i a 1 2 / 2 9 / 2 0 1 6 16 0 1 1 2 8 3 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W Sn e l l i n g A v e N 1 2 / 3 0 / 2 0 1 6 16 0 1 1 2 9 2 T h e f t B P G a s S t a t i o n 0 1 6 9 1 S n e l l i n g A v e 1 2 / 3 0 / 2 0 1 6 16 0 1 1 2 9 3 C i t a t i o n 1 7 0 0 Ha m l i n e A v e N 1 2 / 3 0 / 2 0 1 6 16 0 1 1 3 0 1 Ve r b a l Wa r n i n g 0 A r o n a S t I d a h o A v e W 1 2 / 3 0 / 2 0 1 6 16 0 1 1 3 0 8 T r a f f i c A r r e s t 0 Sn e l l i n g A v e N H o y t A v e W 1 2 / 3 0 / 2 0 1 6 16 0 1 1 3 1 2 T r a f f i c A r r e s t 0 La r p e n t e u r Av e W Sn e l l i n g A v e N 12 / 3 0 / 2 0 1 6 Th e s u s p e c t p u m p e d $ 2 0 . 1 2 i n g a s a n d l e f t wi t h o u t p a y i n g . L i c e n s e p l a t e n u m b e r o f t h e su s p e c t ' s v e h i c l e w a s r e c e i v e d . Sp e e d - E x c e e d P o s t e d L i m i t Fa i l u r e t o D i s p l a y t w o p l a t e s 44 y e a r o l d m a l e a r r e s t e d a n d c i t e d f o r d r i v i n g af t e r r e v o c a t i o n a n d n o p r o o f o f i n s u r a n c e o n de m a n d . 31 y e a r o l d f e m a l e a r r e s t e d a n d c i t e d f o r dr i v i n g a f t e r r e v o c a t i o n . Fa i l u r e t o S i g n a l T u r n o r l a n e c h a n g e 33 y e a r o l d m a l e r e p o r t e d t h e t h e f t o f h i s 20 1 5 T o y o t a . T h e v e h i c l e w a s e n t e r e d i n t o th e c o m p u t e r a s s t o l e n . A f e w h o u r s l a t e r , S t . Pa u l P o l i c e a d v i s e d t h e y r e c o v e r e d t h e v e h i c l e un o c c u p i e d w i t h n o d a m a g e . T h e v e h i c l e w a s im p o u n d e d b y S t . P a u l P D a n d t h e o w n e r w a s ad v i s e d . Fa i l t o O b e y a T r a f f C o n t D e v i c e Di s p l a y E x p i r e d R e g i s t r a t i o n 44 y e a r o l d f e m a l e a r r e s t e d a n d c i t e d f o r dr i v i n g a f t e r s u s p e n s i o n . 117 of 119 16 0 1 1 3 1 7 T r a f f i c A r r e s t 0 Sn e l l i n g A v e N Cr a w f o r d Av e 1 2 / 3 1 / 2 0 1 6 16 0 1 1 3 2 2 C i t a t i o n 0 C o m o A v e W S n e l l i n g A v e 1 2 / 3 1 / 2 0 1 6 16 0 1 1 3 2 9 C i t a t i o n 0 Ha m l i n e A v e N G a r d e n A v e 1 2 / 3 1 / 2 0 1 6 16 0 1 1 3 3 0 Ve r b a l Wa r n i n g 0 Ha m l i n e A v e N G a r d e n A v e 1 2 / 3 1 / 2 0 1 6 16 0 1 1 3 3 2 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W F a i r v i e w A v e 1 2 / 3 1 / 2 0 1 6 16 0 1 1 3 3 8 C i t a t i o n 0 Cl e v e l a n d Av e N Ro s e l a w n Av e W 1 2 / 3 1 / 2 0 1 6 S e m a p h o r e - R e d L i g h t 16 0 1 1 3 4 1 C i t a t i o n 0 La r p e n t e u r Av e W Fa i r v i e w A v e N 12 / 3 1 / 2 0 1 6 17 0 0 0 0 0 4 C i t a t i o n 0 La r p e n t e u r Av e W Sn e l l i n g A v e N 1/ 1 / 2 0 1 7 17 0 0 0 0 1 3 Ve r b a l Wa r n i n g 0 La r p e n t e u r Av e W P a s c a l S t N 1 / 1 / 2 0 1 7 17 0 0 0 0 1 5 Cr i m i n a l Da m a g e Pr o p e r t y La r p e n t e u r V i l l a s Ap a r t m e n t s 0 1 5 0 4 La r p e n t e u r Av e 1/ 1 / 2 0 1 7 17 0 0 0 0 1 6 Ve r b a l Wa r n i n g 0 Ha m l i n e A v e N R u g g l e s A v e 1 / 1 / 2 0 1 7 17 0 0 0 0 2 4 Ve r b a l Wa r n i n g 0 Ro s e l a w n Av e W F a i r v i e w A v e 1 / 1 / 2 0 1 7 Sp e e d - E x c e e d P o s t e d L i m i t 70 y e a r o l d m a l e r e p o r t e d a t t e m p t e d f o r c e d en t r y t o t h e g a r a g e s b e l o n g i n g t o t h e ap a r t m e n t c o m p l e x . D a m a g e v a l u e un d e t e r m i n e d a t t h i s t i m e . Sp e e d - E x c e e d P o s t e d L i m i t Di s p l a y E x p i r e d R e g i s t r a t i o n Sp e e d - E x c e e d P o s t e d L i m i t Di s p l a y E x p i r e d R e g i s t r a t i o n Di s p l a y E x p i r e d R e g i s t r a t i o n Di s p l a y E x p i r e d R e g i s t r a t i o n 22 y e a r o l d f e m a l e a r r e s t e d a n d c i t e d f o r dr i v i n g a f t e r s u s p e n s i o n , n o p r o o f o f in s u r a n c e o n d e m a n d , a n d e q u i p m e n t vi o l a t i o n . Di s p l a y E x p i r e d R e g i s t r a t i o n Sp e e d - E x c e e d P o s t e d L i m i t 118 of 119 17 0 0 0 0 2 5 T h e f t B p G a s S t a t i o n 0 1 6 9 1 S n e l l i n g A v e 1/ 1 / 2 0 1 7 An e m p l o y e e r e p o r t e d t h a t t h e s u s p e c t pu m p e d $ 2 5 . 0 3 i n g a s a n d l e f t w i t h o u t pa y i n g . T h e l i c e n s e p l a t e n u m b e r w a s re c e i v e d . T h e d e a l e r s h i p w a s c o n t a c t e d a n d a po s s i b l e s u s p e c t w a s i d e n t i f i e d a s a 2 0 y e a r ol d m a l e . 119 of 119