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City Council Agenda Packet 08-13-2018AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, August 13, 2018 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING 5:15 p.m. (Academy Room) 5:15 p.m. Budget Workshop - Finance Director - Engineering and Public Works Mayor: Brian Stumpf Council Members: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Special Meeting Minutes from July 23, 2018 • Regular Meeting Minutes from July 23, 2018 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, with the exception of referral to staff for future report. E. Public Service Announcements/Updates • Candidate Filing/Primary Election • Creative City Celebration (8/25) • Construction Update F. Council Liaison Updates • Highway 25 Coalition • Parks & Recreation Commission • BCOL • IEDC • Planning Commission • 1-94 Coalition G. Department Updates • City Administrator Update • Banner Update (Angela Schumann) 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of adopting Resolution 2018-66 accepting a donation of $250 from Cargill for the Farmers' Market Power of Produce Kids Club E. Consideration of approving a Special Event Permit for Church of Saint Henry for their annual Funfest event on August 25-26, 2018 F. Consideration of adopting Resolution 2018-67 declaring the official intent of the city of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the city for the Chelsea Road (west of Fallon Avenue to TH 25) utility and street improvements G. Consideration of adopting Resolution 2018-68 declaring the official intent of the city of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the city for the improvements to the fire station H. Consideration of adopting Resolution 2018-69 approving the issuance of general obligation bonds, series 2018A I. Consideration of approving amendments to rules and regulations for Riverside Cemetery J. Consideration of approving a request for an amendment to Conditional Use Permit for Planned Unit Development for Hi -Way Liquors sign are allowances. Applicant: City of Monticello K. Consideration of approving a request for Conditional Use Permit for professional office use in the L-6 sub district of the CCD — Central Community District. Applicant: Arvola Builders L. Consideration of approving a contract with Pole Painting Plus of Monticello for the 2018 Traffic Signal Painting project in the amount of $21,400 M. Consideration of approving a contract with Pole Painting Plus of Monticello for the 2018 Streetscape Painting in the amount of $10,975 N. Consideration of approving Change Order No. 2 for the Fallon Avenue Overpass Project, City Project No. 16C006 O. Consideration of adopting Resolution 2018-70 accepting improvements and authorizing final payment of $163,184.91 to Michels Power for the FiberNet Facility Relocation for the Fallon Avenue Overpass Project 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING — Consideration of approving a five-year capital improvement plan and adopting Resolution 2018-72 issuance of general obligation bonds 4. Regular Agenda A. Consideration of approving a request for Final Stage Planned Unit Development (PUD), Final Plat and Development Agreement for Carlisle Village 6th Addition, a 73 unit townhome subdivision. Applicant: Carlisle Village, LLC B. Consideration of adopting Resolution 2018-71 establishing a school speed zone on Washington Street from 4th Street to Broadway (CSAH 75) and authorizing purchase and installation of rectangular rapid flashing beacons at Washington Street and Yd Street C. Consideration of authorizing members of the City Council to participate in the I- 94 Coalition lobbying effort September 26-28, 2018 in Washington D.C. at an estimated cost of $1,000 per member 5. Added Items 6. Adjournment AGENDA CITY COUNCIL SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, August 13, 2018 — 5:15 p.m. Academy Room, MCC AGENDA 1. Call to Order 2. 5:15 p.m. 1. Finance Director 2. Budget Workshop - Engineering - Public Works 3. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, July 23, 2018 — 5 p.m. Academy Room City Hall - Monticello Community Center Present: Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart Absent: None Others: City staff. Jeff O'Neill, Wayne Oberg, Matt Leonard, Shibani Bisson, Rachel Leonard, Jim Thares, Tom Pawelk, Tracy Ergen, Angela Schumann, Jeff O'Neill, Sarah Rathlisberger, Ann Mosack, Tom Moores, Ron Hackenmueller Others present: Martha Ingram, Kennedy -Graven 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5 p.m. 2. Budget Discussion Wayne Oberg, Finance Director, gave a presentation which began with a review of the debt service levy and CIP priorities. Critical budget dates of September 10 and 24 and December 10 were noted for preliminary and final levy and budget adoption. CIP priority for projects are based on rating of Priority 1 — imperative, Priority 2 — essential, and Priority 3 — important. Some projects are delayed due to their priority. Mr. Oberg commenced discussion on two possible revenue sources: local option sales tax and storm water fee. A local sales tax can be used to fund a specific capital improvement but must be approved at a general election and by the legislature. In addition, the council must approve a resolution 90 days prior to the election. The recommended half cent sales tax would generate approximately $1.2 million per year. There was discussion on the benefits and risks of a sales tax. It was Mr. Oberg's recommendation to not bond for entire project up front, as there are operation and maintenance costs that will arise if the project is built out right away. Those additional costs would be covered by property tax levy. Councilmember Gabler spoke in support of a referendum and letting the voters decide. Councilmember Fair concurred. Mayor Stumpf expressed concern because the council was just now receiving the information. He also is concerned about future operational costs that will follow if the park is built out. Wayne Oberg also presented the revenue option of a storm water utility fee. This fee covers R & M of ponds and sewers, street cleaning, and management. Per the state the city is responsible for stormwater management. Matt Leonard, Engineer/Public Works Director, stated that the stormwater fee allows the city to institute a fund to help cover the costs of managing the stormwater and keeping clean the streets, ponds, etc. The fee would be based on the impervious service of the property. Mayor Stumpf questioned whether it was another utility fee. Mr. Leonard concurred. The Finance Director and Engineer/Public Works Director will provide information on the stormwater fee to the council corresponding prior to the adoption of the fee schedule. City Council Special Meeting Minutes—July 23, 2018 3. Budget Workshop Ann Mosack, Community Center Director, presented the budget highlights for the Community Center. Highlighted changes include membership, rental, and activity fees increasing 5% and daily user fees 18.5%. MCC capital expenditures are anticipated to be approximately $295,000. These improvements include: Terrazo flooring repair; waterslide replacement; restroom partition replacement; landscaping; locker room flooring; MCC main sign replacement; recreation equipment; tables and chairs; and childcare countertop replacement. Tracy Ergen, Human Resource Director, presented the department's budget highlight. Ms. Ergen noted that her budget included a compensation study with an estimated cost of $18,000. 4. Adjournment By consensus the meeting was adjourned at 6:20 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes—July 23, 2018 City Administrator REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, July 23, 2018 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Mayor Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, and Lloyd Hilgart Absent: None 1. General Business A. Call to Order & Pledge of AlleLiance Mayor Stumpf called the meeting to order at 6:30 p.m. B. Approval of Auenda Councilmember Fair moved approval of the agenda with the addition of discussion on local option sales tax. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Special Meetinc Minutes from Julv 9, 2018 Councilmember Gabler moved approval of the special meeting minutes. Councilmember Davidson seconded the motion. Motion carried unanimously. Recular Me lAg Minutes from July 9, 2018 Councilmember Gabler moved approval of the regular meeting minutes. Councilmember Fair seconded the motion. Motion carried unanimously. D. Citizen Comments Sean Deringer, Wright County Sheriff candidate, addressed the city council. E. Public Service Annopcements. • 2018-2019 Monticello Royalty — The 2018-2019 Royal Ambassadors introduced themselves to the mayor and council. The new ambassadors are Princess and Miss Congeniality Sydne Jude, Miss Monticello Grace Schillewaert and Princess Meghan Larson. • Music on the Mississippi —the final Music on the Mississippi will be on Thursday, July 26 with the band Outdoor Recess. • Elections/Candidate Filing — Candidates filing for mayor and two city council positions is from July 31 — August 14. • Construction update — Matt Leonard provided a construction update on: 1) Chelsea Road — continuing utility work with curb installation planned for early August; 2) Fallon Avenue — center median was poured. The 7th Street closure was pushed back to middle of August; and 3) County Road 39/Gillard project is in its final stage. • Mayor Stumpf congratulated Tom Moores, Streets Superintendent, for receiving the Monticello Lions Commodore Award. City Council Minutes —July 23, 2018 Page 1 1 7 F. Council Liaison Updates • EDA — Councilmember Davidson provided an update on the EDA meeting. Items included: 1) hazardous abatement for house on Broadway; 2) TIF # 1-40; and 3) sod improvement program. • BCOL — Mayor Stumpf noted that the board was contacted by the Bluegrass Festival about holding a festival at the site in June 2019. The board is researching the impact the festival may have. G. Department Updates • City Administrator Update — 1. Jeff O'Neill commended the Public Works and Parks staff for their efforts with the Riverfest festival. 2. Mr. O'Neill noted that the shimmer wall was installed. He recognized Arts Coordinator Sue Seeger, Rachel Leonard, Tom Pawelk, and Angela Schumann for their work on obtaining grant funding for the wall. He also mentioned the artist/photographer Chris Lommel. 3. The city met with the school district as part of a work session/brainstorming session. These meetings will take place on a quarterly basis. Wright County Sheriff Office Quarterly Update — Lieutenant Eric Kunkel presented the quarterly update which was included in the agenda packet. FiberNet Quarterly Update — Mark Birkholz, Arvig, provided the FiberNet quarterly update which was included in the agenda packet. Mr. Birkholz mentioned that there was a loss of internet customers which is concerning. Arvig is taking action to address this issue. He also explained the payment to Michels for the Featherstone project. The issue in the payment amount was that the Calix equipment was not budgeted as part of the project. Angela Schumann noted that the city and downtown businesses will be hosting a roundtable discussion. The roundtable will be for idea -sharing on what's new and upcoming in the downtown and will be held on Thursday, August 9 from 7-8:30 p.m. at Lucille Murray's School of Dance. 2. Consent Agenda: Councilmember Fair moved approval of the Consent Agenda excluding item 2I. Councilmember Hilgart seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $1,295,685.72. B. Consideration of approving new hires/departures. Recommendation: Approved the hire for MCC and departures for MCC and Water Department. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: No report this cycle. D. Consideration of adopting Resolution 2018-59 approving an application for a Gambling Premises Permit to conduct gambling at River City Extreme located at City Council Minutes —July 23, 2018 Page 2 17 3875 School Blvd., Monticello. Applicant: Community Charities of MN. Recommendation: Adopted Resolution 2018-59 approving the Gambling Premises Permit for Community Charities of MN. E. Consideration of approving a Special Event Permit allowing exclusive use of West Bridge Park and related assistance in conjunction with the Brewfest event on August 18, 2018. Recommendation: Approved the special event permit allowing use of West Bridge Park, staff assistance, and waiver of $25 permit fee contingent on: continued site plan and parking use coordination with the Street Superintendent and Park Superintendent; appropriate signage and fencing in coordination with the Street and Park Superintendents; continued coordination with the Chief Building Official on any tent permits that may be needed; verification of trash and portable bathroom services for the event; verification of notification of affected local businesses within a 2 -block radius of the park by permit holder, no later than two weeks prior to event; and event coordination with Wright County Sheriffs Office. F. Consideration of approving an application for temporary on -sale liquor license for the Monticello Lions Club for their Brewfest event on August 18, 2018. Recommendation: Approved the temporary liquor license. G. Consideration of authorizing a payment to the Coalition of Utility Cities for city share of CUC membership dues in the amount of $26,155. Recommendation: Approved payment of $26,155 to the Coalition of Utility Cities. H. Consideration of accepting quotes and authorizing a $43,000 expenditure, plus electrical, for Hi -Way Liquors sign refurbishment, contingent on required land use approvals. Recommendation: Accepted quotes and authorized a $43,000 expenditure, plus electrical, for Hi -Way Liquors sign refurbishment, contingent on required land use approvals. I. Consideration of a request for rezoning to PUD, Planned Unit Development and Final Stage Planned Unit Development (PUD) for a 47 -unit, 4 story apartment building. Applicant: Pat Briggs/Briggs Companies. ITEM WAS REMOVED FROM THE CONSENT AGENDA. Consideration of rejecting bid and authorizing the re -bid for the 2018 Pedestrian Improvement Project, City Project 18C001. Recommendation: Adopted Resolution 2018-61 rejecting bids and authorizing re -bid for the 2018 Pedestrian Improvement Project. K. Consideration of adopting Resolution 2018-62 accepting bids and awarding contract for the installation of street lighting improvements along Chelsea Road and Washington Street. Recommendation: Adopted Resolution 2018-62 accepting bids and awarded contract to Killmer Electric Company, Inc. L. Consideration of approving Change Order No. 1 for the Fallon Avenue Overpass Project, City Project No. 16C006. Recommendation: Change Order No. 1 approved. City Council Minutes —July 23, 2018 Page 3 1 7 M. Consideration of adopting Resolution 2018-61 accepting public improvements for the Featherstone Third Addition plat. Recommendation: Adopted Resolution 2018-61 accepting improvements. N. Consideration of adopting Resolution 2018-65 approving administrative modification to Affordable Housing TIF District #1-40. Recommendation Adopted Resolution 2018-65 approving administrative modification to the TIF plan for Affordable Housing TIF District #140. O. Consideration of waiving $250 of the $2,500 Controlled Burn Fee as related to demolition of 255 East Broadway. Recommendation: Authorized waiving $250. P. Consideration of approving an addendum to the 2018-2019 law enforcement contract with Wright County Sheriff's Office to acknowledge increase in hours beginning July 1. Recommendation: Approved the addendum. 2. Consideration of items removed from the consent agenda for discussion I. Consideration of approving a request for rezoning to PUD, Planned Unit Development, and Final Stage Planned Unit Development (PUD) for a 40 -unit, 4 story apartment building. Applicant: Pat Briggs/Briggs Companies. Councilmember Hilgart removed the item to allow the applicant to present the project. Pat Briggs, applicant, provided a brief overview of the project. He noted that completion of the project is scheduled for June/July 2019. Councilmember Hilgart moved approval of Resolution 2018-60, rezoning to PUD, Final Stage PUD, and Development Agreement for Rivertown Residential Suites based on the findings in said resolution, and subject to the conditions as incorporated in Exhibit Z. Councilmember Davidson seconded the motion. Motion carried unanimously. 3. Regular Agenda: A. Consideration of approving Fire Station concept plan and authorizing development of final design and specifications. Jeff O'Neill provided a brief overview and introduced architect Corey Brunton to deliver a presentation on the future fire station. Mr. O'Neill mentioned that there was a request by CenterCare Ambulance to possibly lease space in the facility. A decision has not been finalized but could be a consideration. Staff remains in contact with CentraCare regarding to this item. Corey Brunton began the presentation with information on the precast construction materials, site plan, floor plans of first floor and second floor (finished and unfinished), and renderings of the future station. The total projected construction budget is $4,297,550 with site development costs of $550,000. An unfinished second floor would be a cost savings of $330,000. Mr. Brunton noted that a decision on adding space for ambulance does not need to be made immediately, but can be made in a month if the city so chooses. The second floor is master planned out for the future. A project schedule was presented with construction drawings beginning in August 2018, awarding contract and City Council Minutes —July 23, 2018 Page 4 1 7 beginning construction in December 2018, and project completion in October 2019. Discussion ensued among the council. Mayor Stumpf expressed concern regarding traffic flow and site circulation around the building. In his opinion the fire apparatus should have a separate entrance from the cars or general public. There was some discussion on the circulation of traffic and perhaps looking at reconfiguring the parking for more space. Wayne Oberg requested that the architect postpone commencing on construction drawings for one month. This is due to the fact that a public hearing is required on adding the fire station to five-year CIP. This public hearing is scheduled for August 13. Following the hearing, the public has thirty days to petition the project be placed on a referendum. The council was agreeable to wait thirty days for this comment period. This also gives the architect time to work out construction details and any changes. Corey Brunton responded that everything could be pushed out a month but the final close-out in November 2019 would stay the same. Jake Olinger, Assistant Fire Station, addressed the council. He spoke in support of what was presented by the architect. Mr. Olinger responded to a question by Councilmember Hilgart relating to the ambulance presence in the station. Mr. Olinger noted that the fire department would be supportive if the costs could be recouped. The fire department also supports the additional two bays. The ambulance would be using one of those bays, however, they would want the other additional. Wayne Oberg commented on the cost of including an ambulance in the station of building out the second floor and adding a bay. Therefore, when negotiating with CentraCare, he stated that he will negotiate these capital costs over an estimated seven year period. Mayor Stumpf noted that he does not support the ambulance being housed at the fire station. Councilmember Fair moved to accept the concept plan and authorize preparation of final design including a second floor and an additional bay for possibility of contract with CentraCare, cost information to be provided by the Finance Director. Councilmember Hilgart seconded the motion. Motion carried unanimously. Motion carried 4-1; Mayor Stumpf voted against because he doesn't support including ambulance. B. Consideration of adoptinLy Resolution 2018-63 calling for a public hearing on the adoption of a five-vear Capital Improvement Plan and the issuance of General obligation bonds thereunder. Wayne Oberg presented the item and noted that the fire station must be included in a council -adopted capital improvement plan to qualify for bond issuance financing. The public hearing date will be August 13, 2018. The public has 30 days after the public hearing to petition for a referendum. The petition must include signatures equal to at least 5% of the votes in the last general election. The principal amount of bonds to be issued shall not exceed $5,600,000. City Council Minutes —July 23, 2018 Page 5 1 7 Councilmember Fair moved to adopt Resolution 2018-63 calling for a public hearing on August 13, 2018 on the adoption of a five-year capital improvement plan and the issuance of general obligation bonds. Councilmember Hilgart seconded the motion. C. Consideration of a request for a PUD (Planned Unit Development) adjustment for Carlisle Village PUD. Applicant: Paxmar, LLC. Steve Grittman, NAC, presented the item. Mr. Grittman noted that the applicants propose to replace the approved brick or stone veneer on the townhouses with a polyurethane imitation masonry brick. Changes to building material require approval as a PUD adjustment. Staff recommended denial of the proposed PUD adjustment as they don't believe that the material is consistent with either the city's current zoning language or the intent of the PUD design. Alan Roessler, Paxmar, LLC, addressed the city council. In regard to the materials that he used of four of the townhouses, he noted the benefit of it being low maintenance. Mayor Stumpf moved to approve Alternative 2 — Resolution 2018-64 denying the application for PUD Adjustment based on findings including that the proposed alternative materials are inconsistent with the intent of both the PUD and the building materials sections of the Zoning Ordinance. Councilmember Hilgart seconded the motion. Motion carried unanimously. 4. Added Items: Councilmember Fair requested that discussion regarding a possible local option sales tax be added to the agenda and that staff present options on the tax. Jeff O'Neill commented on the possibility of a local option sales tax as a potential for the city to benefit from an alternative funding source, specifically for the Bertram Chain of Lakes regional project. Wayne Oberg presented the following requirements for obtaining a local option sales tax: must be for a specific capital improvement; requires a vote at a general election; resolution must be adopted by council 90 days before the election; and, if approved by voter, the legislature must approve. Mr. Oberg noted that a half cent sales tax produces approximately $1.2 million per year. He presented a sample resolution which included a half cent sales tax to fund $13 million for 10 years, whichever comes first, for the Bertram Chain of Lakes Athletic Facility. Council discussed the sales tax. Councilmember Fair spoke in support of a tax and referendum because it would help pay for the completion of the BCOL park. Mr. Oberg noted the increase in maintenance/operational costs that will follow with the build out of the park. These operations will be funded by property tax. Matt Leonard, City Engineer/Public Work Director, added that the facility could cost approximately $100,000 per year to maintain. Martha Ingram, Kennedy Graven, addressed the council and noted that the resolution is authorizing the holding of an election and does not commit the city to any action. Even if the referendum passes, the legislature still needs to approve. City Council Minutes —July 23, 2018 Page 6 1 7 In addition, the city is not required to commence the sales tax if for some reason they deem that it is no longer an adequate decision. There was dialogue on the merits of the sales tax. Councilmember Davidson spoke positively about the voice of the people being heard. Councilmember Gabler commented that she will support a referendum to allow the public to provide their input. She added that if the resolution is approved, staff should provide specific information on what a sales tax would cost to the public. Councilmember Hilgart commented that the sales tax is an adequate way to fund the Bertram Chain of Lakes complex project and the only way to fund it relatively quickly. He added that the city has been increasing the levy and moving forward with projects and he is concerned about moving forward too quickly with the BCOL Athletic Complex without planning for the additional costs of operations, maintenance, etc. Furthermore, he mentioned that approximately 45% of the sales tax is raised from non-residents, 55% is still paid by Monticello's residents. Councilmember Fair moved approval of the Resolution approving the proposed local option sales tax and authorizing an election thereon during the 2018 General Election. Councilmember Gabler seconded the motion. Motion failed 2-3; Councilmembers Davidson and Hilgart and Mayor Stumpf voted against for various reasons. 5. Adiournment: By consensus, the meeting was adjourned at 9:07 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes —July 23, 2018 Page 7 1 7 City Council Agenda: 08/13/2018 2A. Consideration of avvrovin2 pavment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required. B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $2,619,136.83. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers and Purchase Card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson T Printed: 08/01/2018 - 9:57AM Batch: 00215.07.2018 - 215.07.2018 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 7/30/2018 5843395-5 - DMV 16.98 07/31/2018 217-41990-438100 7/30/2018 5863599-6 - Animal Shelter 16.98 07/31/2018 101-42700-438100 7/30/2018 5806932-5 - Parks 16.98 07/31/2018 101-45201-438100 7/30/2018 5821009-5 - Fire Station 34.44 07/31/2018 101-42200-438100 7/30/2018 5864452-7 - Library 48.68 07/31/2018 101-45501-438100 7/30/2018 5788570-9 - Hi Way Liquor 25.52 07/31/2018 609-49754-438100 7/30/2018 5804618-6 - Parks 16.98 07/31/2018 101-45201-438100 7/30/2018 5768542-2 - City Hall 44.24 07/31/2018 101-41940-438100 7/30/2018 5768542-2 - MCC 1,023.02 07/31/2018 226-45126-438100 7/30/2018 5768542-2 - Senior Center 16.59 07/31/2018 101-45175-438100 7/30/2018 5768542-2 - National Guard 22.12 07/31/2018 101-42800-438100 7/30/2018 5828859-8 - City Hall (Storage Garage) 16.98 07/31/2018 101-41940-438100 7/30/2018 8235331-9 - Prairie Center 18.23 07/31/2018 101-41941-438100 7/30/2018 8235333-5 - Prairie Center (U Fab) 18.23 07/31/2018 101-41941-438100 7/30/2018 8000015233-2 - WWTP 1,530.10 07/31/2018 602-49480-438100 7/30/2018 5799425 - Public Works 43.15 07/31/2018 101-43127-438100 7/30/2018 5799427 - Public Works 17.59 07/31/2018 101-43127-438100 7/30/2018 5820786 - Public Works 23.77 07/31/2018 101-43127-438100 7/30/2018 5837384 - Public Works 64.12 07/31/2018 101-43127-438100 Check Total: 3,014.70 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 2 June May Sales Tax - General 450.60 07/31/2018 101-00000-208100 June May Sales Tax - General 0.40 07/31/2018 101-41310-443990 June May Waste Tax - General 103.10 07/31/2018 101-00000-208120 June May Waste Tax - General -1.10 07/31/2018 101-00000-362900 June May Sales Tax - MCC 5,926.42 07/31/2018 226-00000-208100 June May Sales Tax - MCC -0.42 07/31/2018 226-45122-362900 June May Sales Tax - Water 1,766.52 07/31/2018 601-00000-208100 June May Sales Tax - Water -0.52 07/31/2018 601-00000-362900 June May Sales Tax - Cemetary 32.57 07/31/2018 651-00000-208100 Moiiii6effo Y Reference ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (08/01/2018 - 9:57 AM) Page 1 Invoice No Description Amount Payment Date Acct Number June May Sales Tax - Cemetary -0.57 07/31/2018 651-00000-362900 June May Sales Tax - Hi Way Liquor 6,245.58 07/31/2018 609-00000-208100 June May Sales Tax - Hi Way Liquor 0.42 07/31/2018 609-49750-443990 June May Use Tax - Hi Way Liquor -0.28 07/31/2018 609-00000-362900 June May Use Tax - Hi Way Liquor 7.28 07/31/2018 609-49754-421990 Check Total: 14,530.00 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 3 July 2018 Wells Fargo account interest earnings -1,502.12 07/31/2018 101-00000-362110 July 2018 Wells Fargo account bank charges 1,891.47 07/31/2018 101-41520-443980 July 2018 MCC CC Fees (WF- Front Desk) 1,543.20 07/31/2018 226-45122-443980 July 2018 MCC CC Fees (WF -Online) 116.03 07/31/2018 226-45122-443980 July 2018 MCC CC Fees (iAccess - Fmrs Mkt) 81.40 07/31/2018 226-45127-431992 July 2018 Liquor Store CC Fees (WF) 7,286.68 07/31/2018 609-49754-443980 July 2018 City Hall CC Fees (WF) 164.05 07/31/2018 101-41520-443980 July 2018 Utility CC Fees (Bluefin) 1,011.92 07/31/2018 601-49440-443980 July 2018 Utility CC Fees (Bluefin) 1,011.93 07/31/2018 602-49490-443980 July 2018 Utility CC Fees (AmEx) 89.50 07/31/2018 601-49440-443980 July 2018 Utility CC Fees (AmEx) 89.49 07/31/2018 602-49490-443980 July 2018 MCC ACH Returns 7/2018 203.50 07/31/2018 226-00000-115031 Check Total: 11,987.05 Vendor: 1585 XCEL ENERGY Check Sequence: 4 7/31/2018 51-6572904-0 WWTP 14,035.81 07/31/2018 602-49480-438100 7/31/2018 51-6505905-0 Water 8,572.47 07/31/2018 601-49440-438100 7/31/2018 51-6505906-1 Sewer 1,193.26 07/31/2018 602-49490-438100 7/31/2018 51-0395766-0 405 Ramsey Pumphouse 4,604.47 07/31/2018 601-49440-438100 7/31/2018 51-4271112-2 Library 1,230.71 07/31/2018 101-45501-438100 7/31/2018 51-6505907-2 Parking Lots 70.46 07/31/2018 101-43160-438100 7/31/2018 51-6505907-2 Parking Lots 5/3-6/4 63.98 07/31/2018 101-43160-438100 7/31/2018 ZZZNEP-IMPLEM 51-6505908-3 Civil Defens 18.36 07/31/2018 101-42500-438100 7/31/2018 51-6505909-4 DMV & Food Shelf 222.61 07/31/2018 217-41990-438100 7/31/2018 51-6505910-7 - Liquor Store 1,847.05 07/31/2018 609-49754-438100 7/31/2018 51-6505911-8 - City Hall 2,147.60 07/31/2018 101-41940-438100 7/31/2018 51-6505911-8 -MCC 9,727.36 07/31/2018 226-45126-438100 7/31/2018 51-6505911-8 - Senior Center 505.32 07/31/2018 101-45175-438100 7/31/2018 51-6505911-8 - National Guard 252.65 07/31/2018 101-42800-438100 7/31/2018 51-6505912-9 - Animal Shelter 146.99 07/31/2018 101-42700-438100 7/31/2018 51-6505913-0 - Fire Station 553.86 07/31/2018 101-42200-438100 7/31/2018 51-6505914-1 - Shop/Garage 1,038.49 07/31/2018 101-43127-438100 7/31/2018 51-6505915-2 - Parks 547.87 07/31/2018 101-45201-438100 Reference ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (08/01/2018 - 9:57 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 7/31/2018 51-6505915-2 - Water- skating rink 26.55 07/31/2018 601-49440-438100 7/31/2018 51-6505915-2 - Ballfield Lights- Consc & Secw 107.87 07/31/2018 101-45203-438100 7/31/2018 51-6505915-2 - Softball Assoc. Ballfield Lights 752.15 07/31/2018 101-45203-438100 7/31/2018 51-6505916-3 - Street Lights 5/3-6/4/2018 12,120.20 07/31/2018 101-43160-438100 7/31/2018 51-0371645-4 - Swan Cam 18.62 07/31/2018 101-45201-438100 7/31/2018 51-7780310-4 - 324 W 5th Bldg. Inspec. Garage 34.41 07/31/2018 101-41940-438100 7/31/2018 51-9391437-3 - 118 W 6th St. 262.29 07/31/2018 101-41941-438100 Check Total: 60,101.41 Total for Check Run: 89,633.16 Total of Number of Checks: 4 The preceding list of bills payable was reviewed and approved for payment. Date: 8/13/18 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (08/01/2018 - 9:57 Alva) Page 3 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 08/02/2018 - 12:05PM Batch: 00202.08.2018 - 202.08.2018 Liquor Invoice No Description Vendor: 3491 ARTISAN BEER COMPANY 3277404 resale - beer 3278231 resale - beer 142.00 Check Total: Vendor: 1065 BELLBOY CORPORATION 65088700 resale - liquor 65088700 resale - wine 65154200 resale - liquor 65154200 freight 65238900 freight 65238900 resale - liquor 65238900 resale - wine 65297700 freight 65297700 resale - wine 65297700 resale - liquor 65298100 resale - liquor 65298100 freight 98014000 resale - mix 98014000 resale -juice 98014000 freight 08/02/2018 Check Total: Vendor: 1067 BERNICK'S 100776 resale - soda pop 100776 resale -juice 100777 resale - beer 30971 resale - soda pop 30971 resale -juice 30972 resale - beer 35844 resale - soda pop Amount Payment Date Acct Number Moiiii6effo Y Reference 6,011.10 Check Sequence: 3 ACH Enabled: False Check Sequence: 1 ACH Enabled: False 64.00 609-49750-425400 08/02/2018 609-49750-425200 142.00 1,697.80 08/02/2018 609-49750-425200 206.00 08/02/2018 609-49750-425400 49.20 08/02/2018 609-49750-425500 1,362.70 Check Sequence: 2 ACH Enabled: True 2,360.60 121.12 08/02/2018 609-49750-425100 464.00 08/02/2018 609-49750-425300 216.00 08/02/2018 609-49750-425100 8.10 08/02/2018 609-49750-433300 16.50 08/02/2018 609-49750-433300 622.02 08/02/2018 609-49750-425100 230.00 08/02/2018 609-49750-425300 23.40 08/02/2018 609-49750-433300 240.00 08/02/2018 609-49750-425300 1,117.45 08/02/2018 609-49750-425100 461.40 08/02/2018 609-49750-425100 10.53 08/02/2018 609-49750-433300 119.25 08/02/2018 609-49750-425400 120.75 08/02/2018 609-49750-425500 1.10 08/02/2018 609-49750-433300 6,011.10 AP -Computer Check Proof List by Vendor (08/02/2018 - 12:05 PM) Page 1 Check Sequence: 3 ACH Enabled: False 74.31 08/02/2018 609-49750-425400 32.80 08/02/2018 609-49750-425500 1,697.80 08/02/2018 609-49750-425200 107.37 08/02/2018 609-49750-425400 49.20 08/02/2018 609-49750-425500 1,362.70 08/02/2018 609-49750-425200 121.12 08/02/2018 609-49750-425400 AP -Computer Check Proof List by Vendor (08/02/2018 - 12:05 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 35845 resale- beer 932.80 08/02/2018 609-49750-425200 Check Total: 4,378.10 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 4 ACH Enabled: False 1080832288 resale - liquor 942.22 08/02/2018 609-49750-425100 1080832288 resale -mix 88.00 08/02/2018 609-49750-425400 1080832288 resale - wine 334.00 08/02/2018 609-49750-425300 1080832288 freight 24.22 08/02/2018 609-49750-433300 1080832289 resale - beer 55.40 08/02/2018 609-49750-425200 1080835625 resale - wine 112.00 08/02/2018 609-49750-425300 1080835625 resale - liquor 2,755.38 08/02/2018 609-49750-425100 1080835625 resale - mix 127.95 08/02/2018 609-49750-425400 1080835625 freight 46.62 08/02/2018 609-49750-433300 Check Total: 4,485.79 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 5 ACH Enabled: True 2134969 resale - beer 9,185.80 08/02/2018 609-49750-425200 2134969 resale - beer n/a 44.70 08/02/2018 609-49750-425400 2138234 resale - beer 17,013.50 08/02/2018 609-49750-425200 2138234 resale - beer n/a 198.35 08/02/2018 609-49750-425400 643-0379 resale - beer credit -28.00 08/02/2018 609-49750-425400 643-0391 resale - beer -244.45 08/02/2018 609-49750-425200 Check Total: 26,169.90 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 6 ACH Enabled: False 15740 resale - wine 564.00 08/02/2018 609-49750-425300 Check Total: 564.00 Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC Check Sequence: 7 ACH Enabled: True 617-0108 resale - beer 189.20 08/02/2018 609-49750-425200 Check Total: 189.20 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 8 ACH Enabled: True 1363613 resale - beer 4,197.30 08/02/2018 609-49750-425200 182322 resale - beer 15,439.66 08/02/2018 609-49750-425200 182322 resale - beer n/a 69.75 08/02/2018 609-49750-425400 182799 resale - beer n/a 78.15 08/02/2018 609-49750-425400 182799 resale - beer 2,087.50 08/02/2018 609-49750-425200 183089 resale - beer 465.00 08/02/2018 609-49750-425200 AP -Computer Check Proof List by Vendor (08/02/2018 - 12:05 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 183289 resale - beer 24,062.00 08/02/2018 609-49750-425200 183289 resale - beer n/a 343.30 08/02/2018 609-49750-425400 183336 resale - beer 205.75 08/02/2018 609-49750-425200 183337 resale - beer credit -110.80 08/02/2018 609-49750-425200 183732 resale - beer n/a 158.05 08/02/2018 609-49750-425400 183732 resale - beer 29,410.78 08/02/2018 609-49750-425200 Check Total: 76,406.44 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 9 ACH Enabled: False 976283 resale - beer 465.50 08/02/2018 609-49750-425200 976283 resale - beer n/a 90.00 08/02/2018 609-49750-425400 Check Total: 555.50 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 10 ACH Enabled: False 2844711 resale - beer 1,083.40 08/02/2018 609-49750-425200 2844735 resale - beer 3,332.65 08/02/2018 609-49750-425200 2844735 resale - beer n/a 105.70 08/02/2018 609-49750-425400 2844735 freight 3.00 08/02/2018 609-49750-433300 2844736 resale - beer 120.00 08/02/2018 609-49750-425200 2844738 resale - beer 27.65 08/02/2018 609-49750-425200 Check Total: 4,672.40 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 11 ACH Enabled: False 1056881 freight 26.82 08/02/2018 609-49750-433300 1056881 resale - liquor 2,205.99 08/02/2018 609-49750-425100 1056882 resale - wine 2,175.49 08/02/2018 609-49750-425300 1056882 resale - mix 194.75 08/02/2018 609-49750-425400 1056882 freight 71.52 08/02/2018 609-49750-433300 1056883 resale- beer 114.95 08/02/2018 609-49750-425200 1058047 resale- liquor 1,827.48 08/02/2018 609-49750-425100 1058047 freight 17.88 08/02/2018 609-49750-433300 1058048 resale - wine 2,114.35 08/02/2018 609-49750-425300 1058048 resale - mix 143.00 08/02/2018 609-49750-425400 1058048 freight 64.07 08/02/2018 609-49750-433300 1058049 resale - beer 147.60 08/02/2018 609-49750-425200 1060598 freight 35.76 08/02/2018 609-49750-433300 1060598 resale - liquor 2,545.62 08/02/2018 609-49750-425100 1060599 resale - wine 116.55 08/02/2018 609-49750-425300 1060599 freight 4.47 08/02/2018 609-49750-433300 1061428 freight 8.94 08/02/2018 609-49750-433300 AP -Computer Check Proof List by Vendor (08/02/2018 - 12:05 PM) Page 3 Invoice No Description Amount Payment Date Acct Number 1061428 resale - liquor 682.70 08/02/2018 609-49750-425100 1061429 resale - wine 1,723.87 08/02/2018 609-49750-425300 1061429 resale - wine n/a 89.35 08/02/2018 609-49750-425400 1061429 freight 64.82 08/02/2018 609-49750-433300 1062229 freight 1.49 08/02/2018 609-49750-433300 1062229 resale - liquor 96.00 08/02/2018 609-49750-425100 1062230 resale - wine 1,692.14 08/02/2018 609-49750-425300 1062230 resale - wine n/a 156.05 08/02/2018 609-49750-425400 1062230 freight 53.64 08/02/2018 609-49750-433300 1062231 resale - beer 45.98 08/02/2018 609-49750-425200 1063426 resale - liquor 4,302.36 08/02/2018 609-49750-425100 1063426 freight 44.20 08/02/2018 609-49750-433300 1063427 freight 13.41 08/02/2018 609-49750-433300 1063427 resale - wine 578.00 08/02/2018 609-49750-425300 1065943 freight 41.72 08/02/2018 609-49750-433300 1065943 resale - liquor 3,199.50 08/02/2018 609-49750-425100 1065944 resale - wine 182.65 08/02/2018 609-49750-425300 1065944 resale - wine n/a 105.00 08/02/2018 609-49750-425400 1065944 freight 10.43 08/02/2018 609-49750-433300 1066818 resale - liquor 3,044.20 08/02/2018 609-49750-425100 1066818 freight 52.27 08/02/2018 609-49750-433300 1066819 freight 68.54 08/02/2018 609-49750-433300 1066819 resale - wine 2,559.83 08/02/2018 609-49750-425300 1067703 freight 17.15 08/02/2018 609-49750-433300 1067703 resale - liquor 1,449.33 08/02/2018 609-49750-425100 1067705 resale - beer 68.97 08/02/2018 609-49750-425200 1069109 resale - liquor 3,675.25 08/02/2018 609-49750-425100 1069109 freight 39.62 08/02/2018 609-49750-433300 1069111 resale - beer 98.40 08/02/2018 609-49750-425200 689933 resale - liquor credit inv, #1052463 -74.00 08/02/2018 609-49750-425100 689933 freight credit inv, #1052463 -1.49 08/02/2018 609-49750-433300 691403 resale - mix credit inv. #1058048 -19.00 08/02/2018 609-49750-425400 691403 freight credit inv. #1058048 -1.49 08/02/2018 609-49750-433300 691404 resale - liquor credit inv. #1050404 -301.94 08/02/2018 609-49750-425100 691404 freight credit inv. #1050404 -2.98 08/02/2018 609-49750-433300 Check Total: 35,571.21 Vendor: 4456 LUPULIN BREWING LLC 13792 resale - beer Check Total: Check Sequence: 12 108.00 08/02/2018 609-49750-425200 108.00 Reference ACH Enabled: True AP -Computer Check Proof List by Vendor (08/02/2018 - 12:05 PM) Page 4 Invoice No Description Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP 262819 resale - cigarettes; juice 262819 resale - tobacco; barware; soda pop; etc Check Sequence: 13 Check Total: Vendor: 1273 PAUSTIS & SONS WINE CO 18638 resale - wine 18638 freight 18639 resale - liquor 1,872.82 Check Total: Vendor: 1427 PHILLIPS WINE & SPIRITS CO 2389970 resale - liquor 2389970 freight 2389971 freight 2389971 resale - wine 2389971 resale - wine n/a 2390769 resale - liquor 2390769 freight 2390770 freight 2390770 resale - wine 2392621 resale - liquor 2392621 freight 2392622 freight 2392622 resale - mix 2393643 freight 2393643 resale - liquor 2394506 resale - liquor 2394506 freight 2394507 resale - mix 2394507 resale - wine 2394507 resale - liquor 2394507 freight 2396374 resale - liquor 2396374 freight 2396375 resale - mix 2397067 freight 2397067 resale - liquor 2397415 freight 2397415 resale - liquor 2398330 resale - liquor Amount Payment Date Acct Number Reference Check Sequence: 13 ACH Enabled: True 1,229.61 08/02/2018 609-49750-425500 643.21 08/02/2018 609-49750-425400 1,872.82 Check Sequence: 14 ACH Enabled: False 1,291.50 08/02/2018 609-49750-425300 16.25 08/02/2018 609-49750-433300 170.00 08/02/2018 609-49750-425100 1,477.75 Check Sequence: 15 ACH Enabled: False 1,490.79 08/02/2018 609-49750-425100 13.41 08/02/2018 609-49750-433300 25.33 08/02/2018 609-49750-433300 842.65 08/02/2018 609-49750-425300 126.00 08/02/2018 609-49750-425400 981.59 08/02/2018 609-49750-425100 10.43 08/02/2018 609-49750-433300 19.37 08/02/2018 609-49750-433300 1,132.00 08/02/2018 609-49750-425300 2,258.73 08/02/2018 609-49750-425100 30.44 08/02/2018 609-49750-433300 5.96 08/02/2018 609-49750-433300 171.00 08/02/2018 609-49750-425400 47.68 08/02/2018 609-49750-433300 2,657.40 08/02/2018 609-49750-425100 2,213.49 08/02/2018 609-49750-425100 20.00 08/02/2018 609-49750-433300 372.42 08/02/2018 609-49750-425400 1,006.00 08/02/2018 609-49750-425300 172.50 08/02/2018 609-49750-425100 50.66 08/02/2018 609-49750-433300 2,630.79 08/02/2018 609-49750-425100 15.39 08/02/2018 609-49750-433300 60.00 08/02/2018 609-49750-425400 0.61 08/02/2018 609-49750-433300 1,202.54 08/02/2018 609-49750-425100 8.43 08/02/2018 609-49750-433300 972.40 08/02/2018 609-49750-425100 1,610.34 08/02/2018 609-49750-425100 AP -Computer Check Proof List by Vendor (08/02/2018 - 12:05 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 2398330 freight 19.62 08/02/2018 609-49750-433300 2398331 freight 29.80 08/02/2018 609-49750-433300 2398331 resale - wine 1,269.50 08/02/2018 609-49750-425300 300729 resale - liquor credit inv. #2389970 -9.42 08/02/2018 609-49750-425100 300729 freight - credit inv. #2389970 -0.12 08/02/2018 609-49750-433300 Check Total: 21,457.73 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 16 ACH Enabled: False 1707914 resale - liquor 1,182.30 08/02/2018 609-49750-425100 1707914 freight 10.17 08/02/2018 609-49750-433300 1707915 resale - wine 1,682.00 08/02/2018 609-49750-425300 1707915 freight 22.40 08/02/2018 609-49750-433300 1710551 freight 32.66 08/02/2018 609-49750-433300 1710551 resale - liquor 3,111.34 08/02/2018 609-49750-425100 1710552 resale - wine 2,145.50 08/02/2018 609-49750-425300 1710552 freight 36.40 08/02/2018 609-49750-433300 Check Total: 8,222.77 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 17 ACH Enabled: False 368488 resale - shot glasses; bottle suits; etc 215.61 08/02/2018 609-49750-425400 Check Total: 215.61 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 18 ACH Enabled: True 2184778 resale - soda pop 460.90 08/02/2018 609-49750-425400 2184779 resale - soda pop credoit -13.31 08/02/2018 609-49750-425400 2191288 resale - soda pop 536.15 08/02/2018 609-49750-425400 Check Total: 983.74 Vendor: 1684 VINOCOPIA Check Sequence: 19 ACH Enabled: True 0211384 resale - liquor 441.00 08/02/2018 609-49750-425100 0211384 resale - wine 160.00 08/02/2018 609-49750-425300 0211384 freight 10.00 08/02/2018 609-49750-433300 0211886 resale - liquor 297.50 08/02/2018 609-49750-425100 0211886 resale - wine 402.67 08/02/2018 609-49750-425300 0211886 resale - ginger beer 120.00 08/02/2018 609-49750-425400 0211886 freight 16.50 08/02/2018 609-49750-433300 Check Total: 1,447.67 Vendor: 1572 THE WINE COMPANY Check Sequence: 20 ACH Enabled: True AP -Computer Check Proof List by Vendor (08/02/2018 - 12:05 PM) Page 6 Invoice No 77310 77310 78590 78590 Vendor: 1573 7192466 7192466 7192466 7193470 7193470 7193470 7194059 7194059 Description resale - wine freight resale - wine freight Check Total: WINE MERCHANTS INC resale - wine resale - wine n/a freight resale - wine resale - wine n/a freight freight resale - wine Check Total Total for Check Run: Total of Number of Checks: Amount 1,120.00 14.85 384.00 6.30 1,525.15 1,279.12 39.50 20.86 1,004.00 19.75 13.41 10.43 576.00 2,963.07 199,483.95 21 Payment Date Acct Number 08/02/2018 609-49750-425300 08/02/2018 609-49750-433300 08/02/2018 609-49750-425300 08/02/2018 609-49750-433300 Check Sequence: 21 08/02/2018 609-49750-425300 08/02/2018 609-49750-425400 08/02/2018 609-49750-433300 08/02/2018 609-49750-425300 08/02/2018 609-49750-425400 08/02/2018 609-49750-433300 08/02/2018 609-49750-433300 08/02/2018 609-49750-425300 Reference ACH Enabled: False The preceding list of bills payable was reviewed and approved for payment. Date: 8/13/18 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (08/02/2018 - 12:05 PM) Page 7 Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 08/09/2018 - 8:47AM Batch: 00203.08.2018 - 203.08.2018 AP Invoice No Description Vendor: 5034 IAN ALEXY 8/6/2018 Performance @ Creative City Celebration 8/25/1 Check Total: Vendor: 2087 ALL -WAYS HEATING AND AC INC 6389 Lunchroom AC - rep. capacitor; hard start kit 6408 labor- air in shop- Rep. relay & therm. 6408 200.00 supply- air in shop- Rep. relay & therm. Check Total: Vendor: 1018 ALLIED BLACKTOP COMPANY 2173 (178.90) Gal Road Oil ACH Enabled: Check Total: Vendor: 1021 AME RED E MIX INC 119134 ZPARKS-RWOODS- (11) CY 4000FLYAE; (11 232.00 Check Total: Vendor: 1977 ANCOM COMMUNICATIONS INC 80720 (10) Minitor V battery; (10) Minitor V Belt Clip 08/14/2018 Check Total: Vendor: 1036 APEC AQUISITIONS INC 122532 Filters - Various Sizes (10) 122542 Filters - 53x90 R 80 Roll Media (1) Check Total: Vendor: 1039 AQUA LOGIC INC Moiiii6effo Y Amount Payment Date Acct Number Reference Check Sequence: 1 ACH Enabled: False 200.00 08/14/2018 101-45204-431990 200.00 Check Sequence: 2 ACH Enabled: False 289.50 08/14/2018 101-43120-440100 232.00 08/14/2018 101-43127-440100 180.00 08/14/2018 101-43127-440100 701.50 Check Sequence: 3 ACH Enabled: False 617.21 08/14/2018 101-43120-422400 617.21 Check Sequence: 4 ACH Enabled: False 1,598.00 08/14/2018 229-45202-453010 1,598.00 Check Sequence: 5 ACH Enabled: False 366.00 08/14/2018 101-42200-421990 366.00 Check Sequence: 6 ACH Enabled: True 172.53 08/14/2018 226-45126-422990 162.63 08/14/2018 226-45126-422990 335.16 Check Sequence: 7 ACH Enabled: True AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 47854 Picked Up Auto Vacuum for Repair 95.00 08/14/2018 226-45126-431990 Check Total: 95.00 Vendor: 5030 AQUA-PHIN INC Check Sequence: 8 ACH Enabled: False 18-1875-22 Pool Vacuum Repair 1,262.91 08/14/2018 226-45126-431990 Check Total: 1,262.91 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 9 ACH Enabled: False 3281580 resale - beer 73.50 08/14/2018 609-49750-425200 Check Total: 73.50 Vendor: 1186 BDG INC Check Sequence: 10 ACH Enabled: True 22695 dba-Flexible Pipe Tool- (2) Tow Cable 39.70 08/14/2018 602-49490-422100 22728 dba-Flexible Pipe Tool- Encoder Wheel 40.45 08/14/2018 602-49490-422100 22747 dba-Flexible Pipe- Pipe kit w/ pneumatic tires 4,099.00 08/14/2018 602-49490-424100 Check Total: 4,179.15 Vendor: 1064 BECKER SOD LLC Check Sequence: 11 ACH Enabled: False 11177 (450) yds. sod @ $1.70 / yd 765.00 08/14/2018 101-45203-421990 Check Total: 765.00 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 12 ACH Enabled: True 65048500 resale - wine credit inv. #64976300 -84.00 08/14/2018 609-49750-425300 65048500 freight credit inv. #64976300 -1.80 08/14/2018 609-49750-433300 65169500 freight credit inv. #65088700 -1.55 08/14/2018 609-49750-433300 65169500 resale- liquor credit inv. #65088700 -94.00 08/14/2018 609-49750-425100 97936800 asst. bags 156.65 08/14/2018 609-49754-421990 97936800 freight 0.72 08/14/2018 609-49750-433300 97990000 freight 0.51 08/14/2018 609-49750-433300 97990000 asst. bags 57.20 08/14/2018 609-49754-421990 97990000 resale - condiments 54.65 08/14/2018 609-49750-425500 Check Total: 88.38 Vendor: 5031 BERGO ENVIRONMENTAL INC Check Sequence: 13 ACH Enabled: False 2251 Asbestos Removal - 255 E Broadway St 6,223.00 08/14/2018 213-46301-431990 Check Total: 6,223.00 Vendor: 1067 BERNICK'S Check Sequence: 14 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 100391 resale - pop, water 148.60 08/14/2018 226-45125-425410 35949 resale - pop, Gatorade, water 200.90 08/14/2018 226-45125-425410 8668 resale - coffee 87.36 08/14/2018 226-45125-425410 Check Total: 436.86 Vendor: 4846 BIG LAKE REFRIGERATION, A/C & HEATD Check Sequence: 15 ACH Enabled: False 1881 Traulsen Freezer - Replaced Relay Module 433.00 08/14/2018 226-45126-431990 Check Total: 433.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 16 ACH Enabled: False 1080838580 resale - liquor 5,563.25 08/14/2018 609-49750-425100 1080838580 resale - wine 416.00 08/14/2018 609-49750-425300 1080838580 freight 55.08 08/14/2018 609-49750-433300 Check Total: 6,034.33 Vendor: 4978 BRUNTON ARCHITECTS, LTD Check Sequence: 17 ACH Enabled: False 12 18C003 - Completion of Fire Station Schematic 55,500.00 08/14/2018 400-43300-452010 Check Total: 55,500.00 Vendor: 1086 BURNHAM COMPANIES LLC Check Sequence: 18 ACH Enabled: True 5306 (90) yd. mulch delivered 2,050.00 08/14/2018 101-45201-422500 Check Total: 2,050.00 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 19 ACH Enabled: True 2348-000G 191 Building - June 2018 124.00 08/14/2018 101-42400-430400 2348-000G 191 201808 - Briggs Properties - June 2018 248.00 08/14/2018 101-00000-220110 2348-000G 191 201821 - IRT Plat - June 2018 344.00 08/14/2018 101-00000-220110 2348-000G 191 Biosolids - June 2018 632.00 08/14/2018 602-49480-430400 2348-000G 191 Planning & Zoning - June 2018 240.00 08/14/2018 101-41910-430400 2348-000G 191 General Legal - June 2018 2,470.68 08/14/2018 101-41610-430400 2348-148G 11 16C006 - Fallon Ave Condemnation - June 2018 472.00 08/14/2018 400-43300-459018 Check Total: 4,530.68 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 20 ACH Enabled: True 2133989 resale - beer credit corr. to inv. 2131673 -1.00 08/14/2018 609-49750-425200 2133990 resale - beer corr. to inv. 2131673 33.00 08/14/2018 609-49750-425200 2141456 resale - beer 27,549.47 08/14/2018 609-49750-425200 2141456 resale - beer n/a 134.45 08/14/2018 609-49750-425400 AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 643-0399 resale - beer credit -1,345.18 08/14/2018 609-49750-425200 Check Total: 26,370.74 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 21 ACH Enabled: True 00029807 Monthly Tank Rental 65.00 08/14/2018 226-45124-421600 00214262 Bulk Carbon Dioxide (645 lbs) 158.00 08/14/2018 226-45124-421600 Check Total: 223.00 Vendor: 1117 COALITION OF UTILITY CITIES Check Sequence: 22 ACH Enabled: False 0035383 Coalition of Utility Cities Dues 2018 26,155.00 08/14/2018 101-41310-443300 Check Total: 26,155.00 Vendor: 4158 COMMERCIAL ASPHALT COMPANY Check Sequence: 23 ACH Enabled: False 180715 (10.24) T. Hotmix 537.09 08/14/2018 101-43120-422400 Check Total: 537.09 Vendor: 1894 CONDON AND SKELLY Check Sequence: 24 ACH Enabled: False 8/8/2018 Renewal for 1929 Fire Truck Insurance - 9/21/1 E 96.00 08/14/2018 101-42200-436300 Check Total: 96.00 Vendor: 3831 RAELYNN COOK Check Sequence: 25 ACH Enabled: True 7/23/2018 Mileage Reimbursement - Payroll Chapter Meeti 30.74 08/14/2018 101-41520-433100 Check Total: 30.74 Vendor: 4694 CUNNING14AM GROUP ARCHITECTURE IN Check Sequence: 26 ACH Enabled: False 50522 Facade Improvements 4,000.00 08/14/2018 213-46301-431990 50523 Walnut Corridor Plan - June 2018 5,670.73 08/14/2018 400-43300-431990 Check Total: 9,670.73 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 27 ACH Enabled: True 1363659 resale - beer 3,428.05 08/14/2018 609-49750-425200 1363677 resale - beer 128.00 08/14/2018 609-49750-425200 Check Total: 3,556.05 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 28 ACH Enabled: True 615289 Ordinance 699 - Ad# 833824 546.11 08/14/2018 101-41910-435100 615290 Ordinance 700A- Ad# 833833 195.37 08/14/2018 101-41910-435100 AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 619083 Primary Election - Ad #836398 276.90 08/14/2018 101-41410-435100 619084 F-3 Sub CUP Hearing - Ad #836857 101.53 08/14/2018 101-41910-435100 619085 201831 - Monti Equity Partners Hearing - Ad #8 101.53 08/14/2018 101-41910-435100 619086 Accuracy Test - Ad #838334 55.38 08/14/2018 101-41910-435100 619087 CIP Bonds PH - Ad #839116 129.22 08/14/2018 101-41310-435100 620982 2017 TIF Disclosure 35.00 08/14/2018 213-46519-435100 620982 2017 TIF Disclosure 35.00 08/14/2018 213-46520-435100 620982 2017 TIF Disclosure 35.00 08/14/2018 213-46522-435100 620982 2017 TIF Disclosure 35.00 08/14/2018 213-46524-435100 620982 2017 TIF Disclosure 35.00 08/14/2018 213-46529-435100 620982 2017 TIF Disclosure 35.00 08/14/2018 213-46530-435100 620982 2017 TIF Disclosure 35.00 08/14/2018 213-46534-435100 620982 2017 TIF Disclosure 35.00 08/14/2018 213-46535-435100 620982 2017 TIF Disclosures 107.66 08/14/2018 213-46301-435100 Check Total: 1,793.70 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 29 ACH Enabled: True 8/3/2108 Farmers Market Token Collection Log - 7/19, 7/: 680.00 08/14/2018 226-45127-431992 Check Total: 680.00 Vendor: 5033 ENTERTAINMENT PROTECTION GROUP, L Check Sequence: 30 ACH Enabled: False 16-4628 Security Coverage 7/21/18 134.75 08/14/2018 226-45123-431990 Check Total: 134.75 Vendor: 5003 EUREKA CONSTRUCTION INC Check Sequence: 31 ACH Enabled: True Pay Voucher #2 16C006 - Fallon Ave Overpass - Pay Voucher #2 872,374.03 08/14/2018 400-43300-459018 Check Total: 872,374.03 Vendor: UB*00544 Beatrice Evans Check Sequence: 32 ACH Enabled: False Refund Check 93.49 04/16/2018 601-00000-202010 Check Total: 93.49 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 33 ACH Enabled: False 0283880-1 3 Hyd. Mtr usg w/ NST Coup 1,250.00 08/14/2018 601-49440-422701 029624 (2) 3/4 T10 meter p/c usg *x 406.89 08/14/2018 601-49440-422701 Check Total: 1,656.89 Vendor: 5040 MARGARET FERRELL Check Sequence: 34 ACH Enabled: False AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 8/7/2018 Moving Costs - 103 Pine Street 1,850.00 08/14/2018 213-46522-443990 Check Total: 1,850.00 Vendor: 5041 TERRY JOHN FORNER Check Sequence: 35 ACH Enabled: False 8/7/2018 Moving Costs - 103 Pine Street 1,250.00 08/14/2018 213-46522-443990 Check Total: 1,250.00 Vendor: 3748 JEFFREY D GARDNER Check Sequence: 36 ACH Enabled: True 8/3/2018 Farmers Market Token Collection Log - 7/26/18 36.00 08/14/2018 226-45127-431992 Check Total: 36.00 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 37 ACH Enabled: True 8/3/2018 Farmers Market Token Collection Log - 7/19, 7/: 52.00 08/14/2018 226-45127-431992 Check Total: 52.00 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 38 ACH Enabled: True 8070585 July 2018 (243) tickets - Water 164.03 08/14/2018 601-49440-432770 8070585 July 2018 (243) tickets - FNM 164.02 08/14/2018 656-00000-202099 Check Total: 328.05 Vendor: 1205 GRAINGER INC Check Sequence: 39 ACH Enabled: False 9858016943 Basketball Nets (6) 52.86 08/14/2018 226-45127-421990 Check Total: 52.86 Vendor: 1223 HAWKINS INC Check Sequence: 40 ACH Enabled: True 4322151 (11) CY 1501b chlor.; (343) gal hydor. Acid; etc 8,475.36 08/14/2018 601-49440-421600 7321002 Aluminum Sulfate Liquid - WWTP 6,236.41 08/14/2018 602-49480-421990 Check Total: 14,711.77 Vendor: 5039 SHARON M HENDRICKS Check Sequence: 41 ACH Enabled: False 8/7/2018 Moving Costs 3,850.00 08/14/2018 213-46522-443990 Check Total: 3,850.00 Vendor: 3326 HILLSIDE PARTNERSHIP Check Sequence: 42 ACH Enabled: False 8/8/2018 SAC Reimbursement 6,511.26 08/14/2018 262-43180-341100 8/8/2018 SAC Reimbursement 15,192.94 08/14/2018 262-43180-341110 AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 6 Invoice No Description Check Total: Vendor: 4218 HOHENSTEINS, INC 151 resale - beer Amount Payment Date Acct Number 21,704.20 Check Total: Vendor: 1242 HOLIDAY CREDIT OFFICE 07/18/2018 1400-017-223-399- Fire acct. fuel slips 6/25-7/1, 07/18/2018 1400-017-223-399- (2) propane exchange 609-49750-425200 Check Total: Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Sept 2018 September Health Insurance - Union Sept 2018 September Health Insurance 08/14/2018 Check Total: Vendor: 1253 J H LARSON COMPANY S101798813.001 Dulux 40W T5 Long Compact (20); 32W Fluore Check Total: Vendor: 1259 JJ TAYLOR DISTRIBUTING 2827301 resale - beer 2827301 resale - beer n/a 2827301 freight 101-00000-217061 Check Total: Vendor: 4794 JOHN CHADWICK FARMS LLC 8/7/2018 201806 - Escrow Refund Check Sequence: 46 Check Total: Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. 1067704 freight 1067704 resale - wine 1067704 resale - wine n/a 1068399 resale - liquor 1068399 freight 1069110 freight 1069110 resale - wine Amount Payment Date Acct Number 21,704.20 Check Sequence: 43 1,118.30 08/14/2018 609-49750-425200 1,118.30 Check Sequence: 44 204.04 08/14/2018 101-42200-421200 47.22 08/14/2018 101-42200-421990 251.26 Check Sequence: 45 16,120.00 08/14/2018 101-00000-217061 50,472.00 08/14/2018 101-00000-217061 66,592.00 Check Sequence: 46 142.20 08/14/2018 226-45126-422990 142.20 Check Sequence: 47 1,649.59 08/14/2018 609-49750-425200 55.20 08/14/2018 609-49750-425400 3.00 08/14/2018 609-49750-433300 1,707.79 Check Sequence: 48 6,429.66 08/14/2018 101-00000-220110 6,429.66 Check Sequence: 49 46.19 08/14/2018 609-49750-433300 1,290.19 08/14/2018 609-49750-425300 133.20 08/14/2018 609-49750-425400 858.00 08/14/2018 609-49750-425100 14.90 08/14/2018 609-49750-433300 36.51 08/14/2018 609-49750-433300 1,928.26 08/14/2018 609-49750-425300 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 1071699 resale - liquor 4,639.80 08/14/2018 609-49750-425100 1071699 freight 51.03 08/14/2018 609-49750-433300 1071700 freight 16.39 08/14/2018 609-49750-433300 1071700 resale- wine 557.45 08/14/2018 609-49750-425300 1072686 resale- liquor 4,204.84 08/14/2018 609-49750-425100 1072686 freight 61.58 08/14/2018 609-49750-433300 1072687 freight 1.49 08/14/2018 609-49750-433300 1072687 resale - mix 19.00 08/14/2018 609-49750-425400 692487 freight credit inv. # 1062230 -2.98 08/14/2018 609-49750-433300 692487 resale - wine credit inv. # 1062230 -104.80 08/14/2018 609-49750-425300 692762 resale - liquor credit inv. # 1063426 -15.00 08/14/2018 609-49750-425100 692762 freight credit inv. # 1063426 -0.12 08/14/2018 609-49750-433300 693185 resale - wine credit inv. # 1056882 -256.00 08/14/2018 609-49750-425300 693185 freight credit inv. # 1056882 -2.98 08/14/2018 609-49750-433300 Check Total: 13,476.95 Vendor: 5037 DWAYNE JONES Check Sequence: 50 ACH Enabled: False 8/6/2018 201740 - Escrow Refund 252.50 08/14/2018 101-00000-220110 Check Total: 252.50 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 51 ACH Enabled: False MN190 -00156 TIF District 40 (Briggs Housing) - June 2018 684.00 08/14/2018 213-00000-220110 MN190-00101 General EDA Matters - June 2018 830.00 08/14/2018 213-46301-430400 MN325-00038 112 W River St - June 2018 825.50 08/14/2018 213-46301-430400 Check Total: 2,339.50 Vendor: 5024 LANDWEHR CONSTRUCTION INC Check Sequence: 52 ACH Enabled: False Pay Voucher #2 17C001 - Chelsea Road Utility & Street Improve 682,293.26 08/14/2018 400-43300-459019 Pay Voucher #2 16C004 - CSAH 39 @ Gillard Ave - Pay Voucht 8,118.80 08/14/2018 400-43300-459017 Check Total: 690,412.06 Vendor: 3829 STEVE LANGANKI Check Sequence: 53 ACH Enabled: True 1130 (24) Porta Toilet Rentals 6/24-7/21/2018 1,244.50 08/14/2018 101-45201-431990 Check Total: 1,244.50 Vendor: 5042 GREGORY M LANNERS Check Sequence: 54 ACH Enabled: False 8/7/208 Fixed Payment in Lieu of Claims 40,000.00 08/14/2018 213-46522-443990 Check Total: 40,000.00 AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 8 Invoice No Description Vendor: 2626 HARRY LANTTO 7/24/2018 Planning Commission Meeting Recording 7/3/1f 7/24/2018 Check Sequence: 55 EDA Meeting Recording 7/11/18 7/24/2018 True City Council Meeting Recording 7/9/18 & 7/23/: 08/14/2018 101-41910-431990 Check Total: Vendor: 1297 LOCATORS & SUPPLIES INC 0268561 213-46301-431990 (4) signs w/ Ribs 0268588 (4) signs w/ Ribs 08/14/2018 101-41110-431990 Check Total: Vendor: 3933 CHARLES LONG 8/3/2018 Farmers Market Token Collection Log - 7/19, 7/: Check Total: Vendor: 4456 LUPULIN BREWING LLC 13976 False resale - beer 08/14/2018 101-43120-422600 Check Total: Vendor: 1305 MACQUEEN EQUIPMENT INC P14073 101-43120-422600 Input Pinion; Brg- Partof TD60; bearing; etc. Check Total: Vendor: 2819 MADDEN GALANTER HANSEN LLP July 2018 Labor Relations Services - July 2018 Check Sequence: 57 Check Total: Vendor: 1229 MARRS ADVERTISING & DESIGN INC 1566 226-45127-431992 Business Cards: RH, DC, CM (500/ea) Check Total: Vendor: 3745 MANSFIELD OIL COMPANY 20857141 (589) gal. unleaded @ $2.54 20873680 Check Sequence: 58 (592) gal. unleaded @ $2.58 20873688 True (920) gal. diesel @ $2.78 Check Total: AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Amount Payment Date Acct Number Reference Check Sequence: 55 ACH Enabled: True 60.00 08/14/2018 101-41910-431990 60.00 08/14/2018 213-46301-431990 127.50 08/14/2018 101-41110-431990 247.50 Check Sequence: 56 ACH Enabled: False 242.66 08/14/2018 101-43120-422600 595.06 08/14/2018 101-43120-422600 837.72 Check Sequence: 57 ACH Enabled: False 193.00 08/14/2018 226-45127-431992 193.00 Check Sequence: 58 ACH Enabled: True 162.00 08/14/2018 609-49750-425200 162.00 Check Sequence: 59 ACH Enabled: False 1,712.33 08/14/2018 101-43125-422100 1,712.33 Check Sequence: 60 ACH Enabled: False 195.60 08/14/2018 101-41800-430400 195.60 Check Sequence: 61 ACH Enabled: True 194.86 08/14/2018 101-42400-421990 194.86 Check Sequence: 62 ACH Enabled: True 1,493.78 08/14/2018 101-43120-421200 1,525.83 08/14/2018 101-43120-421200 2,557.62 08/14/2018 101-43120-421200 5,577.23 Page 9 Invoice No Description Vendor: 1308 MARCOINC INV54077216 7/10/17 - 7/9/18 - Contract Overages INV5411505 7/10/18 - 8/9/18 - Contract Payment INV5411505 Supply Freight Fee INV5411506 7/10/18 - 8/9/18 - Contract Payment Enabled: Check Total: Vendor: 2111 MCFOA 8/7/2018 Annual Membership 7/l/18 - 6/30/19 (JS) Check Total: Vendor: 1827 MIDWEST LANDSCAPES 14750 ZPARKS-RWOODS - (2) Black Hills Spruce 6' 702-00000-441500 Check Total: Vendor: 1330 CITY OF MINNEAPOLIS 400451002184 June 2018 - Monti Pawn Transactions (230) 08/14/2018 Check Total: Vendor: 1349 MN DEPT OF TRANSPORTATION P00009323B 16C006 - MNDOT Testing/Inspection (Material, Check Total: Vendor: 1355 MN MUNICIPAL BEVERAGE ASSOCIATION 18-19 Mbrship Annual Dues - July 2018 -July 2019 1,521.65 Check Total: Vendor: 5000 GEORGE MOILANEN 8/1/2018 Tai Chi Classes - (3) Check Total: Vendor: 4138 MONTICELLO LIONS 8/7/2018 Special Event Permit Fee Refund (Brewfest) Enabled: Check Total: Vendor: 1379 MONTICELLO UMPIRE ASSOCIATION 7/24/2018 Umpire Mens Softball Tournament 7/14/18 Amount Payment Date Acct Number Reference Check Sequence: 63 ACH Enabled: True 325.78 08/14/2018 702-00000-441500 935.58 08/14/2018 702-00000-441500 46.00 08/14/2018 702-00000-441500 214.29 08/14/2018 702-00000-441500 1,521.65 Check Sequence: 64 ACH Enabled: False 45.00 08/14/2018 101-41410-433100 45.00 Check Sequence: 65 ACH Enabled: False 370.44 08/14/2018 229-45202-453010 370.44 Check Sequence: 66 ACH Enabled: True 207.00 08/14/2018 101-42100-431990 207.00 Check Sequence: 67 ACH Enabled: False 2,219.15 08/14/2018 400-43300-459018 2,219.15 Check Sequence: 68 ACH Enabled: False 3,700.00 08/14/2018 609-49754-443300 3,700.00 Check Sequence: 69 ACH Enabled: False 275.00 08/14/2018 226-45127-431990 275.00 Check Sequence: 70 ACH Enabled: False 24.84 08/14/2018 101-41910-341170 24.84 Check Sequence: 71 ACH Enabled: True 1,050.00 08/14/2018 226-45127-431990 AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 7/24/2018 Umpire Mens Tuesday Softball League (20 Gam 680.00 08/14/2018 226-45127-431990 Check Total: 1,730.00 Vendor: 1821 MOOSE SHERRITT ICE ARENA Check Sequence: 72 ACH Enabled: False 7/24/2018 Men's Spring Hockey League 2018 Profit Split 3,836.93 08/14/2018 226-45127-431990 Check Total: 3,836.93 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 73 ACH Enabled: False 1182363-00 (25) Tine -Fairway; (25) Tine -Solid, round 317.21 08/14/2018 101-45201-422100 Check Total: 317.21 Vendor: 4188 NELSON ELECTRIC MOTOR REPAIR, INC Check Sequence: 74 ACH Enabled: False 8605 Pump #2 - wired spare pump- (2.5) hrs labor 312.50 08/14/2018 602-49490-431990 Check Total: 312.50 Vendor: 2518 NEOFUNDS BY NEOPOST Check Sequence: 75 ACH Enabled: False 8/3/2018 Postage Purchased 7/11/18 1,000.00 08/14/2018 101-00000-155010 8/3/2018 Postage for Pkgs to Dept Public Safety - July 20 167.24 08/14/2018 217-41990-432200 Check Total: 1,167.24 Vendor: 5032 NISTLER ENGINEERING LLC Check Sequence: 76 ACH Enabled: False 506 Condensing Unit & Coil Replacement - MCC IT 7,500.00 08/14/2018 226-45126-431990 Check Total: 7,500.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 77 ACH Enabled: True 23751 July 2018 - Technical Assistance - City Projects 2,007.72 08/14/2018 101-41910-431990 23752 201808 - Briggs Properties Final Stage PUD - Ju 1,333.50 08/14/2018 101-00000-220110 23752 201835 - Carlisle Village PUD - July 2018 2,321.10 08/14/2018 101-00000-220110 23752 201835 - Carlisle Village PUD Adjustment - Jul) 1,254.00 08/14/2018 101-00000-220110 23752 201836 - Arvola Builders CUP - July 2018 231.00 08/14/2018 101-00000-220110 23753 July 2018 - Technical Assistance - Meetings 300.00 08/14/2018 101-41910-431990 Check Total: 7,447.32 Vendor: 4472 NOVAK FLECK INC Check Sequence: 78 ACH Enabled: False 7/19/2018 Escrow Refund - 8719 Ebersole Ave/Featherston 2,000.00 08/14/2018 101-00000-220110 7/19/2018 Escrow Refund - 4482 87th St/Featherstone #17- 2,000.00 08/14/2018 101-00000-220110 AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 11 Invoice No Description Amount Payment Date Acct Number 4,000.00 Reference Check Total: Check Total: Vendor: 1414 JEFF O'NEILL 7/20/2018 resale - liquor Mileage Reimbursement - Jan - June 2018 (496 1 resale - liquor credit inv. # 2389970 270.32 Check Total: Vendor: 1411 OLSON & SONS ELECTRIC INC 57260 Replaced Motor, Aligned Belt, Reassembled Gu; 57268 True Cleaned & Replaced Bearings; Reassembled & I 08/14/2018 226-45126-431990 Check Total: Vendor: 1412 OMANN BROTHERS INC 13284 (10.9) SPWEA240A 13297 (5.15) SPWEA240A 13304 (5.21) SPWEA240A 13308 Check Sequence: 81 5.01) SPWEA240A; (5.5) SPNWB230B 13317 701.85 (5.01) SPWEA240A 13319 (5.01) SPWEA240A; (5) AC Fines mix 13328 08/14/2018 (3) AC Fines mix Check Total: Vendor: 1421 PARK SUPPLY OF AMERICA INC 232263000 672.06 Complete Valve Body Assembly 232265600 White ADA Trap & Stop Wrap Kit (16) 322.59 08/14/2018 Check Total: Vendor: 4139 PAULA PAULSON 7/24/2018 101-43120-422400 Draping for Mississippi Room/2 Weddings 245.64 Check Total: Vendor: 4633 PERFORMANCE FOOD GROUP INC 52329613 Cheese Sauce for Concession Amount Payment Date Acct Number 4,000.00 Reference Check Total: Vendor: 1427 PHILLIPS WINE & SPIRITS CO 22400212 freight 22400212 resale - liquor 301258 resale - liquor credit inv. # 2389970 Amount Payment Date Acct Number 4,000.00 Reference AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 12 Check Sequence: 79 ACH Enabled: True 270.32 08/14/2018 101-41310-433100 270.32 Check Sequence: 80 ACH Enabled: True 885.10 08/14/2018 226-45126-431990 232.00 08/14/2018 226-45126-431990 1,117.10 Check Sequence: 81 ACH Enabled: False 701.85 08/14/2018 101-43120-422400 524.78 08/14/2018 101-43120-422400 335.47 08/14/2018 101-43120-422400 672.06 08/14/2018 101-43120-422400 322.59 08/14/2018 101-43120-422400 731.99 08/14/2018 101-43120-422400 245.64 08/14/2018 101-43120-422400 3,534.38 Check Sequence: 82 ACH Enabled: False 75.05 08/14/2018 226-45126-422990 480.16 08/14/2018 226-45126-422990 555.21 Check Sequence: 83 ACH Enabled: False 850.00 08/14/2018 226-45123-431990 850.00 Check Sequence: 84 ACH Enabled: True 610.55 08/14/2018 226-45125-425410 610.55 Check Sequence: 85 ACH Enabled: False 19.67 08/14/2018 609-49750-433300 1,882.74 08/14/2018 609-49750-425100 -109.83 08/14/2018 609-49750-425100 AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 301258 freightr credit inv. # 2389970 -0.37 08/14/2018 609-49750-433300 301741 resale - liquor credit inv. # 2394506 -142.50 08/14/2018 609-49750-425100 301741 freight - credit inv. # 2394506 -1.49 08/14/2018 609-49750-433300 Check Total: 1,648.22 Vendor: 4991 BERNARD PIATZ Check Sequence: 86 ACH Enabled: True 8/3/2018 Farmers Market Token Collection Log - 7/26/18 94.00 08/14/2018 226-45127-431992 Check Total: 94.00 Vendor: 4917 PREMIER LIGHTING, INC. Check Sequence: 87 ACH Enabled: False 44327 Lights - (2) KT -LED 54W; (2) 27W 286.80 08/14/2018 101-43160-421530 Check Total: 286.80 Vendor: 4565 R HOMES Check Sequence: 88 ACH Enabled: False 8/8/2018 Escrow Refund - 9044 Golden Pond/Sunset Pon( 2,000.00 08/14/2018 101-00000-220110 8/8/2018 Escrow Refund - 9040 Golden Pond/Sunset Pon( 2,000.00 08/14/2018 101-00000-220110 Check Total: 4,000.00 Vendor: 1450 RAILROAD MANAGEMENT CO III LLC Check Sequence: 89 ACH Enabled: False 375223 11/17/18 - 11/16/19 - Water Pipeline Crossing 214.01 08/14/2018 602-49490-431990 375224 11/17/18 - 11/16/19 - Sewer Pipeline Crossing 214.01 08/14/2018 602-49490-431990 Check Total: 428.02 Vendor: 1455 RED'S MARATHON Check Sequence: 90 ACH Enabled: False July 2018 Parks #231 fuel 7/17 & 7/18 slips 18.65 08/14/2018 101-45201-421200 July 2018 PW non-oxy for fuel cans 48.93 08/14/2018 101-43120-421200 Check Total: 67.58 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 91 ACH Enabled: True 385704 Food for Concession Resale 417.41 08/14/2018 226-45125-425410 390744 Credit on Chips for Block Parry -163.59 08/14/2018 101-45130-444210 Check Total: 253.82 Vendor: 1874 RES SPECIALTY PYROTECHNICS Check Sequence: 92 ACH Enabled: False 21761 Fireworks Riverfest 2018 8,300.00 08/14/2018 609-49754-443990 Check Total: 8,300.00 AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 13 Invoice No Description Vendor: 5036 ALAN ROESSLER 8/7/2018 15D002 - Escrow Refund Amount Payment Date Check Total: Vendor: 1470 RUSSELL SECURITY RESOURCE INC A32086 Security Doors, Button Lock, Install ACH Enabled: Check Total: Vendor: 1474 PATRICIAA SALZWEDEL August 1st Semi Monthly Contract Payment 5,000.00 Check Total: Vendor: 2568 PATRICK A SAWATZKE 7/24/2018 Music on the Mississippi Advertising 7/18-7/26/ Check Total: Vendor: 4981 STEVE SCHILLEWAERT 71828 Riverside - July (2) mow; litter/debris clean up 71829 Hillside- July (2) mow; litter/debris clean up; (2) 71832 450.00 Cut, Tim, Maintain Grass & Weeds @ FNM Hea 71834 July Blight Maintenance (4 Locations) Check Total: Vendor: 3751 CHRISTINE SCHYMA 8/3/2018 Enabled: Farmers Market Token Collection Log - 7/26/18 1,593.75 Check Total: Vendor: 2192 SERVICEMASTER OF ST CLOUD INC 132978 1,593.75 Cleaning Services - July 2018 - MCC 132978 Cleaning Services - July 2018 - City Hall 132978 Cleaning Services - July 2018 - Head End 132978 Cleaning Services - July 2018 - Prairie Center 132978 Enabled: Cleaning Services - July 2018 - Library 160.00 Check Total: Vendor: 2497 SHERBURNE WRIGHT CABLE COMMISSIC 7/10/2018 160.00 Cable PEG Fees - TDS/Bridgewater Q2 2018 7/9/2018 Cable Franchise Fees - TDS/Bridgewater Q2 201 Amount Payment Date Acct Number Reference Check Sequence: 93 ACH Enabled: False 5,000.00 08/14/2018 101-00000-220110 5,000.00 Check Sequence: 94 ACH Enabled: True 450.00 08/14/2018 101-41940-421990 450.00 Check Sequence: 95 ACH Enabled: True 1,593.75 08/14/2018 101-42700-431200 1,593.75 Check Sequence: 96 ACH Enabled: False 160.00 08/14/2018 101-45204-434990 160.00 Check Sequence: 97 ACH Enabled: False 2,000.00 08/14/2018 651-49010-431050 775.00 08/14/2018 101-45201-431050 125.00 08/14/2018 656-00000-202099 429.52 08/14/2018 101-42400-431050 3,329.52 Check Sequence: 98 ACH Enabled: False 97.00 08/14/2018 226-45127-431992 97.00 Check Sequence: 99 ACH Enabled: False 3,380.00 08/14/2018 226-45126-431100 580.00 08/14/2018 101-41940-431100 490.00 08/14/2018 656-00000-202099 433.00 08/14/2018 101-41941-431100 1,430.00 08/14/2018 101-45501-431100 6,313.00 Check Sequence: 100 ACH Enabled: True 1,704.02 08/14/2018 101-00000-208020 9,296.95 08/14/2018 101-00000-208020 AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 11,000.97 Vendor: 4918 SOLENIS LLC Check Sequence: 101 ACH Enabled: False 131328030 Praestol- WWTP 11,610.30 08/14/2018 602-49480-421990 Check Total: 11,610.30 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 102 ACH Enabled: False 1713204 resale - liquor 2,262.34 08/14/2018 609-49750-425100 1713204 freight 26.83 08/14/2018 609-49750-433300 1713205 freight 15.86 08/14/2018 609-49750-433300 1713205 resale - wine 672.00 08/14/2018 609-49750-425300 42122 pickup resale - wine credit- ref. inv. #1710552 -14.00 08/14/2018 609-49750-425300 Check Total: 2,963.03 Vendor: 4672 SPECIALTY SOLUTIONS LLC Check Sequence: 103 ACH Enabled: False I47947 (160) 501b Lawn Mntc. 22-0-6 3,115.20 08/14/2018 101-45201-421600 Check Total: 3,115.20 Vendor: 4513 AARON STAEHNKE Check Sequence: 104 ACH Enabled: True 8/3/2018 Farmers Market Token Collection Log - 7/19/18 74.00 08/14/2018 226-45127-431992 Check Total: 74.00 Vendor: 4529 MATT STAHLMANN-MOSHER Check Sequence: 105 ACH Enabled: True 8/3/2018 Famers Market Token Collection Log - 7/5/18 38.00 08/14/2018 226-45127-431992 Check Total: 38.00 Vendor: 5038 MARY SWENSON Check Sequence: 106 ACH Enabled: False 7/26/2018 Business Re-establishment - 103 Pine St. 1,195.74 08/14/2018 213-46522-443990 8/7/2018 Business Re-establishment - 103 Pine St. 1,380.00 08/14/2018 213-46522-443990 8/7/2018 Moving Costs - 103 Pine St. 4,902.20 08/14/2018 213-46522-443990 Check Total: 7,477.94 Vendor: 1516 TASC Check Sequence: 107 ACH Enabled: False IN1307117 9/1/18 - 9/30/18 - Admin Fees 69.75 08/14/2018 101-41800-413500 Check Total: 69.75 Vendor: 4459 JAMES THARES Check Sequence: 108 ACH Enabled: True AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference 7/24/2018 Mileage Reimbursement - June/July (204 miles) 111.18 08/14/2018 213-46301-433100 Check Total: 111.18 Vendor: 5035 THE BLUFFS LLC Check Sequence: 109 ACH Enabled: True 8/3/2018 Farmers Market Token Collection Log - 8/2/18 60.00 08/14/2018 226-45127-431992 Check Total: 60.00 Vendor: 1059 TILLER CORPORATION Check Sequence: 110 ACH Enabled: False 180715 dba- Barton Sand Gravel- (10.61) T. Class 5 Rec 120.42 08/14/2018 101-43120-422400 Check Total: 120.42 Vendor: 1537 UHL COMPANY INC Check Sequence: 111 ACH Enabled: True 6897 WO# 6897 - EMS Commanding Units Rebooted 333.00 08/14/2018 226-45126-431990 Check Total: 333.00 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 112 ACH Enabled: True 2191394 resale - soda pop 615.10 08/14/2018 609-49750-425400 Check Total: 615.10 Vendor: 1684 VINOCOPIA Check Sequence: 113 ACH Enabled: True 0212340 resale - liquor 90.00 08/14/2018 609-49750-425100 0212340 freight 2.50 08/14/2018 609-49750-433300 Check Total: 92.50 Vendor: 3446 WARNING LITES OF MN INC Check Sequence: 114 ACH Enabled: False 202441 (100) Traffic Cones- 28" reflective. 1,299.00 08/14/2018 101-43120-422600 Check Total: 1,299.00 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 115 ACH Enabled: False 6957 July 2018 Water Testing 192.00 08/14/2018 601-49440-422740 Check Total: 192.00 Vendor: 4766 SUSAN WESTLEY Check Sequence: 116 ACH Enabled: False 07262018 reimburse- Artist Supplies July 2018 106.61 08/14/2018 101-45204-421990 Check Total: 106.61 AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 16 Invoice No Description Amount Payment Date Acct Number Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 117 August August Deputies Contract 105,120.00 08/14/2018 101-42100-430500 Check Total: 105,120.00 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 118 201800000057 Approval - AEI Properties - #A 1371437 46.00 08/14/2018 101-41910-431990 201800000057 201819 - Variance - Bondhus Addition A# - 1371 46.00 08/14/2018 101-41910-431990 201800000057 201721 - CUP - Larson Bldg A# - 1372274 46.00 08/14/2018 101-41910-431990 201800000057 201819 - CUP - Bondus Addition A# - 1372275 46.00 08/14/2018 101-41910-431990 201800000057 201810 - Agreement - CMMHC A# - 1373488 46.00 08/14/2018 101-41910-431990 201800000057 201823 - Variance A# - 1373633 46.00 08/14/2018 101-41910-431990 201800000057 201824 - Yakymi CUP A# - 1373634 46.00 08/14/2018 101-41910-431990 201800000057 Termination - Masters Fifth A# - 1372914 46.00 08/14/2018 213-46301-431990 201800000057 Satisfaction of Mortgage A# - 1373692 46.00 08/14/2018 213-46301-431990 201800000064 201830 - Amendment - #A 1375590 46.00 08/14/2018 101-41910-431990 Check Total: 460.00 Vendor: 1579 WRIGHT COUNTY HIGHWAY DEPARTMEN Check Sequence: 119 1119 16C001 - Briarwood Ave Traffic Study - BCOL 1 5,111.95 08/14/2018 400-43300-453011 Check Total: 5,111.95 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 120 001160-61185 Traffic Engineering Services Phase 6 - June 201£ 2,124.50 08/14/2018 101-43111-430300 002596-010 42 General Engineering Services Phase 7 - June 201 2,740.00 08/14/2018 101-43111-430300 002596-010 42 General Engineering Services Phase 7 - June 201 2,740.00 08/14/2018 601-49440-430300 002596-010 42 General Engineering Services Phase 7 - June 201 2,740.00 08/14/2018 602-49490-430300 002596-010 42 General Engineering Services Phase 8 - June 201 894.00 08/14/2018 101-43111-430300 002596-160 29 15C004 PRELIM - 7th St/TH 25 Intersection Im 81.50 08/14/2018 400-43300-430300 002596-260 11 16C002 - Spirit Hills Trail Improvements - June 420.00 08/14/2018 229-45202-453910 002596-280 11 201638 - IRT (Fallon Ave) Plan Review - June 21 1,064.00 08/14/2018 101-43111-430300 002596-300 12 16C004 - CR 39/Gillard Ave Intersection ImproN 16,427.75 08/14/2018 400-43300-459017 002596-360 21 16C003 - 2017 Street Improvements- June 2018 1,861.50 08/14/2018 400-43300-459016 002596-390 13 Monticello Specialty Clinic - Erosion Control- h 280.00 08/14/2018 101-43111-430300 002596-400 17 16C006 CONSTR - Fallon Ave Improvements - . 62,988.00 08/14/2018 400-43300-459018 R010438-000 12 17C001 CONSTR - Chelsea Road Utility & Stre 44,406.25 08/14/2018 400-43300-459019 R010663-000 2 201835 - Carlisle Village 6th Addition - June 201 407.50 08/14/2018 101-00000-220110 R011121-000 6 2018 Economic Development Services - June 20 800.50 08/14/2018 213-46301-431990 R011357-000 2 2018 WCA Services - June 2018 86.50 08/14/2018 101-43111-430300 R011473-000 6 18C001 - 2018 Pedestrian Improvements - June : 33,013.50 08/14/2018 400-43300-430300 R011673-000 4 201808 - Brigg's Properties Plan Review - June, 81.50 08/14/2018 101-00000-220110 Reference ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 17 Invoice No Description Amount Payment Date Acct Number R011748-000 2 201810 - Central MN Health Plan Review - June 81.50 08/14/2018 101-00000-220110 R011770-000 4 XSESWR-STUDY - SE Service Area Sewer Ext 7,993.24 08/14/2018 602-49480-430300 R011898-000 2 201819 - Bondhus Addition Plan Review - June : 326.00 08/14/2018 101-00000-220110 R012098-000 3 18C002 - 2018 Street Lighting Improvements- h 8,771.50 08/14/2018 245-43162-453010 R012157-000 2 18C003 - Oakwood Industrial Park 4th Addition 6,400.50 08/14/2018 400-43300-452010 R012204-000 1 Twin Cities Staffing Plan Review - June 2018 2,976.25 08/14/2018 101-43111-430300 R012297-000 1 18C004 PRELIM - Pioneer Park Splash Pad Stu( 925.50 08/14/2018 229-45202-431990 Check Total: 200,631.49 Total for Check Run: 2,330,019.72 Total of Number of Checks: 120 The preceding list of bills payables was reviewed and approved for payment. Date: 8/13/18 Approved by: Mayor Brian Stumpf Reference AP -Computer Check Proof List by Vendor (08/09/2018 - 8:47 AM) Page 18 City Council Agenda 8/13/2018 2B. Consideration of approving new hires and departures for Citv departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. By ratifying departures, the council also approves the expenditure for final amounts due to terminated and otherwise departing employees. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new/terminated employees NEW EMPLOYEES Name Title Department Hire Date Tanner Seegers McSimov Facility Lead MCC 7/23/2018 PT Heather Bermel Liquor Store Clerk Liquor Store 7/25/2018 PT Alexis O'Malley Slide Attendant MCC 7/25/2018 PT Kyle French Slide Attendant MCC 7/25/2018 PT TERMINATING EMPLOYEES Name Reason Department Last Day Danielle Protivinsky Voluntary MCC 1/22/18 PT Dillon Maki Voluntary MCC 7/9/18 PT Raina Schmidt Voluntary MCC 7/9/18 PT Destiny Chmelik Voluntary Liquor Store 7/25/18 PT Laura Carlson Voluntary DMV 7/26/18 PT New Hire and Terms City Council 2018.xlsx: 8/6/2018 Class Class City Council Agenda: 08/13/2018 2C. Consideration of approving sale or disposal of surplus property (WO) A. REFERENCE AND BACKGROUND: The Council is asked to declare certain items as surplus property and authorize the sale or disposal of those items. The library is disposing of a couple tables, a cubicle and chairs. Al. Budget Impact: Varies by the value of the property. A2. Staff Work Load Impact: Depends on the value of the property. Some items will be shopped as salvage; other items may go to auction or sold via formal bids or informal bids. State contracting laws will govern in absence of city policy. B. ALTERNATIVE ACTIONS: 1. Motion to approve the sale or disposal of surplus property as identified on the attached lists. 2. Motion to deny the sale or disposal of surplus property as recommended. C. RECOMMENDATION: Staff Recommends Option 1 to approve the sale or disposal of surplus property as identified. D. SUPPORTING DATA: A. Surplus List B. Photos 1 Equipment/Supplies Surplus List Department: City—various departments 1. $100 - $1,000 B. Library -study table, round end C. Library — wall -mounted multi -section study table D. Library — two -seat cubicle $0-$100 A. Library — (5) chairs with arms Date: 08-13-2018 IM ------------ ' -All i1j► — — r _ s I i v r If- ooumi IIIIIFWw VI� y 1 rt)' f C r City Council Agenda: 8/13/2018 2D. Consideration to approve Resolution 2018-66 accepting donation of $250 from Cargill for the Monticello Farmer's Market Power of Produce QS) A. REFERENCE AND BACKGROUND: The City Council is being asked to approve a donation from Cargill for the Farmer's Market Power of Produce for a total amount of $250. This is a program that encourages children to eat healthy by providing tokens to use to buy produce from the local Farmer's Market. As required by state statute, if the City accepts the donation of funds, the City Council needs to adopt a resolution specifying the amount of the donation and its use. Al. Budget Impact: The donation/sponsorship will pay for expenses for the Farmer's Market entertainment and advertising as well as the costs of the PoP program. A2. Staff Workload Impact: Staff will do the work to put on both of these events. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Resolution accepting the contribution and authorize use of funds as specified. 2. Motion to not approve the contribution and return the funds to the donors. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: • Resolution 2018-66 City of Monticello RESOLUTION NO. 2018-66 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Cargill Cash $250 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE/AMOUNT Cargill $250/Monticello Farmers' Market Adopted by the City Council of Monticello this 13a' day of August, 2018. Brian Stumpf, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 08/13/2018 2E. Consideration of approving a Special Event Permit for Church of St. Henrv's Fun Fest being held on August 25-26, 2018 QS) A. REFERENCE AND BACKGROUND: The City Council is asked to consider approving the Special Event Permit for Fun Fest event hosted by Church of St. Henry, including the use of 16 tables to be provided by the Parks Departments. Parks staff delivers the tables on Friday and picks them up on Monday. A narrative has been provided by the applicant. Al. Budget Impact: Minimal. A2. Staff Workload Impact: Parks Department staff time to deliver and retrieve the tables. B. ALTERNATIVE ACTIONS: 1. Motion to approve the special event permit including use of tables as provided by the Park Department. 2. Motion to deny the special event permit. C. STAFF RECOMMENDATION: City staff supports Alternative #1 above. D. SUPPORTING DATA: A. Application & Narrative 1 CITY ` `0 Monticeflo CITY OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 . infoAci.monticello.mn.us Property Address Property Legal Description Property ID Number Owner Name Owner Address Owner Phone Owner Email Applicant Name Applicant Address Applicant Phone Applicant Email Name of Event Location/Address of Event Dates & Times of Event PROPERTY INFORMATION 1001 E. 7th St, Monticello, MN 55362 PROPERTY OWNER INFORMATION Church of Saint Henry 1001 E. 7th St. Monticello, MN 55362 763-295-2402 info@sthenrycatholic.com APPLICANT INFORMATION Dan Dupay, Business Administrator 763-271-3072 ddupay@sthenrycatholic.com Fund Fest Parking Lot and Lawn Aug 25-26, 2018 Special Event Permit Application Checklist Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 07/25/16 1 Property„Owner's Statement _ I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Y--�� Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Signature) 1� CITY APPROVAL (City Clerk Signature) (Community Development Director Signature) Special Event Permit Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Law Enforcement Notification Building Department Monticello Community Center Room/Park Reservations Post -Approval Routing/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete (Date) of !E� (Date) (Date) Approved ❑ Denied ❑ Admin Parks Streets Director 07/25/16 4 " ii O U D z Q � W z •tQ J LL E Q az/ O Q Om Lo O in _z m O ch 0. ca o m s o m° CU 0 CU = = o 1- N cu � U U E • o E _ M I E vq _ Ln C 41 Cc IA = Vf CV � •0 cu V •p •V V LU 0 �- O w CU 0`R _ _ � O ? m 0 2 a CU W •ain 1 U � CU Y •ca �5: ap,. ' z E Q � m ..Q M w I C) C. 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Consideration of adopting Resolution 2018-67 declaring the official intent of the citv of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the citv for the Chelsea Road (west of Fallon Avenue to TH 25) utilitv and street improvements (WO) A. REFERENCE AND BACKGROUND: The Internal Revenue Service requires the city to adopt a resolution declaring the official intent to reimburse certain project expenditures from bond proceeds, if the city plans or would issue bonds to finance project costs. By passing this resolution, the city is allowed to include the project costs for reimbursement from future bond proceeds. This item increases a prior reimbursement intent declaration (July 2017) from $2.2 million to $2.8 million. Al. Budget Impact: By adopting the resolution, the city would have the ability to reimburse itself with bond proceeds for project expenditures. A2. Staff Workload Impact: There would be no impact on the staff by this action. When the city issues bonds there would be staff time and consultant costs related to the bond issue. B. ALTERNATIVE ACTIONS: Motion to adopt Resolution 2018-67 declaring the official intent of the city of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the city for the Chelsea Road (west of Fallon Avenue to TH 25) utility and street improvements. 2. Motion to deny Resolution 2018-67 declaring the official intent of the city of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the city for the Chelsea Road (west of Fallon Avenue to TH 25) utility and street improvements. C. STAFF RECOMMENDATION: City staff supports Alternative #1. D. SUPPORTING DATA: • Resolution 2018-67 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-67 DECLARING THE OFFICIAL INTENT OF THE CITY OF MONTICELLO TO REIMBURSE CERTAIN EXPENDITURES FROM THE PROCEEDS OF BONDS TO BE ISSUED BY THE CITY FOR CHELSEA ROAD (WEST OF FALLON AVENUE TO TH 25) UTILITY AND STREET IMPROVEMENTS WHEREAS, the Internal Revenue Service has issued Treas. Reg. § 1.150-2 providing that proceeds of tax-exempt bonds used to reimburse prior expenditures will not be deemed spent unless certain requirements are met; and WHEREAS, the City expects to incur certain expenditures which may be financed temporarily from sources other than bonds, and reimbursed from the proceeds of a bond; WHEREAS, the City has determined to make this declaration of official intent ("Declaration") to reimburse certain costs from proceeds of bonds in accordance with the Reimbursement Regulations. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO (THE "CITY') AS FOLLOWS. The City reasonably intends to make expenditures for the projects described in Exhibit A (the "Projects"), and reasonably intends to reimburse itself for such expenditures from the proceeds of debt to be issued by the City in the maximum principal amount described in Exhibit A. All reimbursed expenditures will be capital expenditures, costs of issuance of the bonds, or other expenditures eligible for reimbursement under Section 1.150-2(d)(3) of the Reimbursement Regulations. 2. This Declaration has been made not later than 60 days after payment of any original expenditure to be subject to a reimbursement allocation with respect to the proceeds of bonds, except for the following expenditures: (a) costs of issuance of bonds; (b) costs in an amount not in excess of $100,000 or 5 percent of the proceeds of an issue; or (c) "preliminary expenditures" up to an amount not in excess of 20 percent of the aggregate issue price of the issue or issues that finance or are reasonably expected by the City to finance the project for which the preliminary expenditures were incurred. The term "preliminary expenditures" includes architectural, engineering, surveying, bond issuance, and similar costs that are incurred prior to commencement of acquisition, construction or rehabilitation of a project, other than land acquisition, site preparation, and similar costs incident to commencement of construction. 3. This Declaration is an expression of the reasonable expectation of the City based on the facts and circumstances known to the City as of the date hereof. The anticipated original expenditures for the Project and the principal amount of the bonds described in paragraph 1 are consistent with the City's budgetary and financial circumstances. No sources other than proceeds of bonds to be issued by the City are, or are reasonably expected to be, reserved, allocated on a long-term basis, or otherwise set aside pursuant to the City's budget or financial policies to pay such project expenditures. 4. The City Administrator is authorized to designate appropriate additions to Exhibit A in circumstances where time is of the essence, and any such designation shall be reported to the Council at the earliest practicable date and shall be filed with the official books and records of the City as provided in Section 3. 5. This resolution is intended to constitute a declaration of official intent for purposes of Treas. Reg. § 1.150-2 and any successor law, regulation, or ruling. ADOPTED BY the City Council this 13th day of August, 2018. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator EXHIBIT A TO OFFICIAL INTENT RESOLUTION NO. 2018-67 ADOPTED August 13, 2018 DATE OF DESCRIPTION OF PROJECT DECLARATION 8/13/2018 CHELSEA ROAD (WEST OF FALLON AVENUE TO TH 25) UTILITY AND STREET IMPROVEMENTS - including, but not limited to, construction of improvements and indirect costs, such as legal, engineering, administrative, right of way acquisition (land, etc.) and financing costs. Engineering costs includes survey, feasibility study, environmental documents, permitting, preliminary and final design, preparation of plans and specs, bidding administration, construction management, staking, inspection and material testing. MAXIMUM PRINCIPAL AMOUNT OF DEBT FOR PROJECT $2,800,000 City Council Agenda: 08/13/2018 2G. Consideration of adopting Resolution 2018-68 stating official intent of the citv of Monticello to reimburse certain expenditures from the proceeds of bonds to be issued by the citv for improvements to the fire station (WO) A. REFERENCE AND BACKGROUND: The Internal Revenue Service requires the city to adopt a resolution declaring official intent to reimburse certain project expenditures from bond proceeds if it plans to issue bonds to finance project costs. By passing this resolution it would allow the city to include the fire station improvement project in a future bond issue. Without the resolution, the project could not be financed by bonds. This declaration updates the prior declaration passed in February from $3.9M to $5.6M. Al. Budget Impact: By adopting the resolution, the city has the ability to include the fire station improvement project in a future bond issue. A2. Staff Workload Impact: There would be no impact on the staff by this action. If the city issues debt there would be staff time and consultant costs related to the bond issue. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2018-68 declaring the official intent to reimburse expenditures from the proceeds of bonds for improvements to the fire station. 2. Motion to deny Resolution 2018-68 declaring the official intent to reimburse expenditures from the proceeds of bonds at this time. C. STAFF RECOMMENDATION: City staff supports Alternative #1. D. SUPPORTING DATA: • Resolution 2018-68 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-68 DECLARING THE OFFICIAL INTENT OF THE CITY OF MONTICELLO TO REIMBURSE CERTAIN EXPENDITURES FROM THE PROCEEDS OF BONDS TO BE ISSUED BY THE CITY FOR IMPROVEMENTS TO THE FIRE STATION WHEREAS, the Internal Revenue Service has issued Treas. Reg. § 1.150-2 providing that proceeds of tax-exempt bonds used to reimburse prior expenditures will not be deemed spent unless certain requirements are met; and WHEREAS, the City expects to incur certain expenditures which may be financed temporarily from sources other than bonds, and reimbursed from the proceeds of a bond; WHEREAS, the City has determined to make this declaration of official intent ("Declaration") to reimburse certain costs from proceeds of bonds in accordance with the Reimbursement Regulations. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO (THE "CITY') AS FOLLOWS: The City reasonably intends to make expenditures for the projects described in Exhibit A (the "Projects"), and reasonably intends to reimburse itself for such expenditures from the proceeds of debt to be issued by the City in the maximum principal amount described in Exhibit A. All reimbursed expenditures will be capital expenditures, costs of issuance of the bonds, or other expenditures eligible for reimbursement under Section 1.150-2(d)(3) of the Reimbursement Regulations. 2. This Declaration has been made not later than 60 days after payment of any original expenditure to be subject to a reimbursement allocation with respect to the proceeds of bonds, except for the following expenditures: (a) costs of issuance of bonds; (b) costs in an amount not in excess of $100,000 or 5 percent of the proceeds of an issue; or (c) "preliminary expenditures" up to an amount not in excess of 20 percent of the aggregate issue price of the issue or issues that finance or are reasonably expected by the City to finance the project for which the preliminary expenditures were incurred. The term "preliminary expenditures" includes architectural, engineering, surveying, bond issuance, and similar costs that are incurred prior to commencement of acquisition, construction or rehabilitation of a project, other than land acquisition, site preparation, and similar costs incident to commencement of construction. 3. This Declaration is an expression of the reasonable expectation of the City based on the facts and circumstances known to the City as of the date hereof. The anticipated original expenditures for the Project and the principal amount of the bonds described in paragraph 1 are consistent with the City's budgetary and financial circumstances. No sources other than proceeds of bonds to be issued by the City are, or are reasonably expected to be, reserved, allocated on a long-term basis, or otherwise set aside pursuant to the City's budget or financial policies to pay such project expenditures. 4. The City Administrator is authorized to designate appropriate additions to Exhibit A in circumstances where time is of the essence, and any such designation shall be reported to the Council at the earliest practicable date and shall be filed with the official books and records of the City as provided in Section 3. 5. This resolution is intended to constitute a declaration of official intent for purposes of Treas. Reg. § 1.150-2 and any successor law, regulation, or ruling. ADOPTED BYthe City Council this 13th day of August, 2018. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator EXHIBIT A TO OFFICIAL INTENT RESOLUTION #2018-xx ADOPTED August 13, 2018 DATE OF DECLARATION DESCRIPTION OF PROJECT MAXIMUM PRINCIPAL AMOUNT OF DEBT FOR PROJECT 8/13/2018 FIRE STATION IMPROVEMENTS - I $ 5,600,000 including, but not limited to, construction of improvements and indirect costs, such as legal, engineering, administrative, right of way acquisition (land, etc.) and financing costs. Engineering costs includes survey, feasibility study, environmental documents, permitting, preliminary and final design, preparation of plans and specs, bidding administration, construction management, staking, inspection and material testing, furniture, fixtures, equipment, and other functional items (blinds, rugs, etc.) essential to the building. City Council Agenda: 08/13/2018 2H. Consideration of adopting Resolution 2018-69 approving the issuance of general obligation bonds, series 2018A (WO) A. REFERENCE AND BACKGROUND: The attached resolution authorizes the mayor and city administrator to approve the sale of $5,000,000 in bonds with a true interest cost not to exceed 3.9%. The bond issue proceeds will finance improvements related to the Fallon Avenue overpass and other street improvements. Reimbursement resolutions for expenditures made in advance of the debt issuance were adopted by council at prior meetings. Further, the city is issuing debt to cash flow engineering and other street reconstruction costs until the next bond issue --anticipated for 2018. Debt service payments will be made with a mix of property taxes and a special assessment. The first interest payment is due June 15, 2019 and the first principal (plus interest) payment is due December 15, 2019. The 2018 draft budget includes debt service on this issue. Total annual debt service is estimated at $500,000 for the 2018 bonds. This debt issue maximizes the $5 million small -issuer exception for debt issued by the city in 2018. The small -issuer exception allows the city avoid costly future arbitrage rebate calculations associated with spend down requirement timelines. The city will secure the services of a pricing opinion provider to assess the competiveness of this negotiated bond sale. The approximate $2,000 cost of this service will be rolled into the bond issue. Al. Budget Impact: Detailed above. A2. Staff Workload Impact: Internal coordination of issuance - otherwise little to no impact on the staff. B. ALTERNATIVE ACTIONS 1. Motion to adopt Resolution 2018-69 approving the issuance of general obligation street reconstruction and improvement bonds, series 2018A. 2. Motion to deny Resolution 2018-69 approving the issuance of general obligation street reconstruction and improvement bonds, series 2018A. C. STAFF RECOMMENDATION: The City staff supports Alternative #1. D. SUPPORTING DATA: A. Resolution 2018-69 B. Finance Plan CERTIFICATION OF MINUTES RELATING TO GENERAL OBLIGATION TAX ABATEMENT BONDS, SERIES 2018A ISSUER: City of Monticello, Minnesota BODY: City Council KIND, DATE, TIME AND PLACE OF MEETING: A regular meeting held on Monday, August 13, 2018, at 6:30 p.m., in the City Offices MEMBERS PRESENT: MEMBERS ABSENT: Documents Attached: Extract of Minutes of said meeting. RESOLUTION 2018-69 RESOLUTION APPROVING THE ISSUANCE OF GENERAL OBLIGATION TAX ABATEMENT BONDS, SERIES 2018A I, the undersigned, being the duly qualified and acting recording officer of the public corporation issuing the obligations referred to in the title of this certificate, certify that the documents attached hereto, as described above, have been carefully compared with the original records of said corporation in my legal custody, from which they have been transcribed; that said documents are a correct and complete transcript of the minutes of a meeting of the governing body of said corporation, and correct and complete copies of all resolutions and other actions taken and of all documents approved by the governing body at said meeting, so far as they relate to said obligations; and that said meeting was duly held by the governing body at the time and place and was attended throughout by the members indicated above, pursuant to call and notice of such meeting given as required by law. WITNESS MY HAND officially as such recording officer on August 13, 2018. City Clerk EXTRACT OF MINUTES OF A MEETING OF THE CITY COUNCIL OF THE CITY OF MONTICELLO, STATE OF MINNESOTA HELD: Monday, August 13, 2018 Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Monticello, State of Minnesota, was duly held on Monday, August 13, 2018 at 6:30 p.m. Member introduced the following resolution and moved its adoption: RESOLUTION 2018-69 RESOLUTION APPROVING THE ISSUANCE OF GENERAL OBLIGATION TAX ABATEMENT BONDS, SERIES 2018A BE IT RESOLVED by the City Council of the City of Monticello, Minnesota (herein, the "City"), as follows: 1. The City Council hereby finds and declares that it is necessary and expedient for the City to sell and issue its fully registered general obligation bonds in the total aggregate principal amount not to exceed $5,000,000 (herein, the "Bonds"). The proceeds of the Bonds will be used to finance infrastructure improvements, including the Fallon overpass and the costs of issuing the Bonds. 2. The City Council desires to proceed with the sale of the Bonds by direct negotiation with Northland Securities, Inc. (herein, "NSI"). NSI will purchase the Bonds in an arm's- length commercial transaction with the City. 3. The Mayor and City Administrator are hereby authorized to approve the sale of the Bonds in an aggregate principal amount not to exceed $5,000,000 and to execute a bond purchase agreement for the purchase of the Bonds with NSI, provided the true interest cost is less than 3.90%. 4. Upon approval of the sale of the Bonds by the Mayor and the City Administrator, the City Council will take action at its next regularly scheduled or special meeting thereafter to adopt the necessary approving resolutions as prepared by the City's bond counsel. 5. NSI is authorized to prepare an Official Statement related to the sale of the Bonds. 6. If the Mayor and the City Administrator have not approved the sale of the bonds to NSI and executed the related bond purchase agreement by December 31, 2018, this resolution shall expire. The motion for the adoption of the foregoing resolution was duly seconded by Member , and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. Adopted by the City Council of Monticello this 13th day of August, 2018. Brian Stumpf, Mayor Jennifer Schreiber, City Clerk Finance Plan City of Monticello, Minnesota $5,000,000 General Obligation Tax Abatement Bonds, Series 2018A August 13, 2018 ,. NORTHLAND 1`r4, SECURITIES 150 South 5th Street, Suite 3300 Minneapolis, MN 55402 612-851-5900 800-851-2920 www.northlandsecurities.com Member FINRA and SIPC Contents Executive Summary Issue Overview Purpose................................................................................................................................................................2 Authority............................................................................................................................................................. 2 Structure..............................................................................................................................................................2 Security and Source of Repayment........................................................................................................ 2 PlanRationale...................................................................................................................................................3 IssuingProcess................................................................................................................................................. 3 Attachment 1- Preliminary Debt Service Schedule......................................................................................4 Attachment 2 -105% Levy (Abatement Portion)............................................................................................5 Attachment 3 - Related Considerations BankQualification.................................................................................................................................. 6 ArbitrageCompliance...........................................................................................................................6 ContinuingDisclosure..........................................................................................................................6 Rating............................................................................................................................................................ 7 Attachment 4 - Calendar of Events Attachment5 - Risk Factors.....................................................................................................................................9 Executive Summary The following is a summary of the recommended terms for the issuance of $5,000,000 General Obligation Tax Abatement Bonds, Series 2018A (the "Bonds' or "2018A Bonds"). Additional information on the proposed finance plan and issuing process can be found after the Executive Summary, in the Issue Overview and Attachment 3 - Related Considerations. Purpose Proceeds from the Bonds will be used to fund infrastructure improvements, including the Fallon overpass. Security The Bonds will be a General Obligation of the City. The City will pledge for payment of the Bonds: • Annual Tax Abatement levy. • Property tax levies. Repayment Term The Bonds will mature annually each December 15 in the years 2019 - 2032. Interest on the Bonds will be payable on June 15, 2019 and semiannually thereafter on each June 15 and December 15. Estimated Interest Rate Average coupon: 3.15% True interest cost (TIC): 3.34% Prepayment Option Bonds maturing on and after December 15, 2027 will be subject to redemption on December 15, 2026 and any day thereafter at a price of par plus accrued interest. Rating A rating will be requested from Moody's Investors Service (Moody's). The City's general obligation debt is currently rated "A2" by Moody's. Tax Status The Bonds will be tax-exempt, bank qualified obligations. Risk Factors There are certain risks associated with all debt. Risk factors related to the Bonds are discussed in Attachment 5. Type of Bond Sale Negotiated Sale Pricing Date Wednesday, September 19, 2018 Council Consideration Monday, September 24, 2018 Northland Securities, Inc. Page 1 Issue Overview Purpose Proceeds from the Bonds will be used to fund infrastructure improvements, including the Fallon overpass. The Bonds have been sized based on a not to exceed amount of $5,000,000. The table below contains the sources and uses of funds and preliminary interest rates for the bond issue. Sources Of Funds Par Amount of Bonds $5,000,000.00 Total Sources $5,000,000.00 Uses Of Funds Deposit to Project Construction Fund 4,900,000.00 Total Underwriter's Discount (1.400%) 70,000.00 Costs of Issuance 25,350.00 Rounding Amount 4,650.00 Total Uses $5,000,000.00 Authority The Bonds will be issued pursuant to the authority of Minnesota Statutes, Chapter 475 and Sections 469.1812-469.1815. Under Sections 469.1812-469.1815, the City has the ability to levy a property tax (an abatement levy) that is equivalent to taxes that could be abated. The City will certify a property tax abatement levy to pay the debt service on the Bonds. A public hearing was held on June 26, 2017 and the City Council adopted a resolution approving the property tax abatement for this purpose. Structure The Bonds have been structured over 14 years, with relatively level annual debt service payments. The proposed structure for the bond issue and preliminary debt service projections are illustrated in Attachment 1. Security and Source of Repayment The Bonds will be general obligations of the City. The finance plan relies on the following assumptions for the revenues used to pay debt service, as provided by City staff: • Tax Abatement Levv. The total amount of the taxes proposed to be abated by the City on the parcels identified within the abatement area is estimated to be sufficient to pay annual principal over the 14 -year term of the Bonds. The annual abatement levy is spread over the City's entire general tax base the same as the general fund levy. Property within the abatement area will pay the same amount of City taxes as property outside of the abatement area. There is no different impact on individual property tax statements for property within the abatement area compared to other property within the City as a whole. • Property Taxes. The remaining revenues needed to pay debt service on the Bonds are expected to come from property tax levies. The levy will be adjusted annually. The initial tax levy will be made in 2018 for taxes payable in 2019. The table in Attachment 2 shows the estimated flow of funds, including the 5% overlevy. Northland Securities, Inc. Page 2 Plan Rationale The Finance Plan recommended in this report is based on a variety of factors and information provided by the City related to the financed projects and City objectives, Northland's knowledge of the City and our experience in working with similar cities and projects. The issuance of General Obligation Tax Abatement Bonds provides the best means of achieving the City's objectives and cost effective financing. Issuing Process The City has engaged Northland to act as underwriter for the Bonds pursuant to federal securities regulations. Northland will purchase the Bonds in an "arm's length" negotiated sale. The City has chosen this approach for a variety of reasons, including flexibility in timing, ability of the underwriter to explain the Bonds to investors and cultivate investor interest in the issue in advance of the sale, certainty of underwriting commitment and transparency of pricing process. The calendar of events for the issuing process can be found in Attachment 4. In authorizing the issuance, the City Council will adopt a trigger (parameters) resolution. The resolution authorizes the Mayor and the City Administrator to execute a bond purchase agreement when the True Interest Cost of the Bonds is less than 3.90°/x. The bond purchase agreement will be ratified by the City Council at its next meeting. This approach gives the City greater flexibility in selling the Bonds when market conditions produce the desired results, rather than accepting the conditions that exist on a specific Council meeting date. Underwriter: Northland Securities, Inc., Minneapolis, Minnesota Bond Counsel: Kennedy & Graven, Chartered, Minneapolis, Minnesota Paying Agent: U.S. Bank National Association, St. Paul, Minnesota Northland Securities, Inc. Page 3 Attachment 1- Preliminary Debt Service Schedule Date Principal Coupon Interest Total P+I Fiscal Total 10/23/2018 - - 06/15/2019 - - 94,801.00 94,801.00 - 12/15/2019 280,000.00 2.050% 73,552.50 353,552.50 448,353.50 06/15/2020 - - 70,682.50 70,682.50 - 12/15/2020 305,000.00 2.300% 70,682.50 375,682.50 446,365.00 06/15/2021 - - 67,175.00 67,175.00 - 12/15/2021 315,000.00 2.450% 67,175.00 382,175.00 449,350.00 06/15/2022 - - 63,316.25 63,316.25 - 12/15/2022 320,000.00 2.550% 63,316.25 383,316.25 446,632.50 06/15/2023 - - 59,236.25 59,236.25 - 12/15/2023 330,000.00 2.650% 59,236.25 389,236.25 448,472.50 06/15/2024 - - 54,863.75 54,863.75 - 12/15/2024 340,000.00 2.750% 54,863.75 394,863.75 449,727.50 06/15/2025 - - 50,188.75 50,188.75 - 12/15/2025 350,000.00 2.850% 50,188.75 400,188.75 450,377.50 06/15/2026 - - 45,201.25 45,201.25 - 12/15/2026 360,000.00 2.950% 45,201.25 405,201.25 450,402.50 06/15/2027 - - 39,891.25 39,891.25 - 12/15/2027 370,000.00 3.100% 39,891.25 409,891.25 449,782.50 06/15/2028 - - 34,156.25 34,156.25 - 12/15/2028 380,000.00 3.200% 34,156.25 414,156.25 448,312.50 06/15/2029 - - 28,076.25 28,076.25 - 12/15/2029 390,000.00 3.300% 28,076.25 418,076.25 446,152.50 06/15/2030 - - 21,641.25 21,641.25 - 12/15/2030 405,000.00 3.350% 21,641.25 426,641.25 448,282.50 06/15/2031 - - 14,857.50 14,857.50 - 12/15/2031 420,000.00 3.450% 14,857.50 434,857.50 449,715.00 06/15/2032 - - 7,612.50 7,612.50 - 12/15/2032 435,000.00 3.500% 7,612.50 442,612.50 450,225.00 Total $5,000,000.00 - $1,282,151.00 $6,282,151.00 - Date And Term Structure Dated 10/23/2018 Delivery Date 10/23/2018 First available call date 12/15/2026 Call Price 100.000% Yield Statistics Bond Year Dollars $40,687.22 Average Life 8.137 Years Average Coupon 3.1512375% Net Interest Cost (NIC) 3.3232817% True Interest Cost (TIC) 3.3367036% All Inclusive Cost (AIC) 3.4110909% Northland Securities, Inc. Page 4 Attachment 2 -105% Levy (Abatement Portion) Northland Securities, Inc. Page 5 Abatement Collection Date Total P+I 105% Levy Levy Net Levy Levy Year Year 12/15/2018 - - - - 12/15/2019 448,353.50 470,771.18 280,000.00 190,771.18 2018 2019 12/15/2020 446,365.00 468,683.25 305,000.00 163,683.25 2019 2020 12/15/2021 449,350.00 471,817.50 315,000.00 156,817.50 2020 2021 12/15/2022 446,632.50 468,964.13 320,000.00 148,964.13 2021 2022 12/15/2023 448,472.50 470,896.13 330,000.00 140,896.13 2022 2023 12/15/2024 449,727.50 472,213.88 340,000.00 132,213.88 2023 2024 12/15/2025 450,377.50 472,896.38 350,000.00 122,896.38 2024 2025 12/15/2026 450,402.50 472,922.63 360,000.00 112,922.63 2025 2026 12/15/2027 449,782.50 472,271.63 370,000.00 102,271.63 2026 2027 12/15/2028 448,312.50 470,728.13 380,000.00 90,728.13 2027 2028 12/15/2029 446,152.50 468,460.13 390,000.00 78,460.13 2028 2029 12/15/2030 448,282.50 470,696.63 405,000.00 65,696.63 2029 2030 12/15/2031 449,715.00 472,200.75 420,000.00 52,200.75 2030 2031 12/15/2032 450,225.00 472,736.25 435,000.00 37,736.25 2031 2032 Total $6,282,151.00 $6,596,258.55 $5,000,000.00 $1,596,258.55 Northland Securities, Inc. Page 5 Attachment 3 - Related Considerations Bank Qualification We understand the City (in combination with any subordinate taxing jurisdictions or debt issued in the City's name by 501(c)3 corporations) anticipates issuing $10,000,000 or less in tax- exempt debt during this calendar year. Therefore the Bonds will be designated as "bank qualified" obligations pursuant to Federal Tax Law. Arbitrage Compliance The Bonds are expected to qualify for the "small issuer" exemption related to arbitrage rebate. Other aspects of arbitrage regulations will apply to the investment of bond proceeds and the debt service fund. Project/Construction Fund. All tax-exempt bond issues are subject to federal rebate requirements which require all arbitrage earned to be rebated to the U.S. Treasury. A rebate exemption the City expects to qualify for is the "small issuer" exemption because the City expects to issue no more than $5,000,000 of tax-exempt bonds, including any 501(c)3 conduit financings, in calendar year 2018. Debt Service Fund. The City must maintain a bona fide debt service fund for the Bonds or be subject to yield restriction in the debt service fund. A bona fide debt service fund involves an equal matching of revenues to debt service expense with a balance forward permitted equal to the greater of the investment earnings in the fund during that year or 1/12 of the debt service of that year. The City should become familiar with the various Arbitrage Compliance requirements for this bond issue. The Resolution for the Bonds prepared by Bond Counsel explains the requirements in greater detail. Continuing Disclosure Type: Full Dissemination Agent: Northland Securities The requirements for continuing disclosure are governed by SEC Rule 15c2-12. The primary requirements of Rule 15c2-12 actually fall on underwriters. The Rule sets forth due diligence needed prior to the underwriter's purchase of municipal securities. Part of this requirement is obtaining commitment from the issuer to provide continuing disclosure. The document describing the continuing disclosure commitments (the "Undertaking") is contained in the Official Statement that will be prepared to offer the Bonds to investors. The City has more than $10,000,000 of outstanding debt and is required to undertake "full" continuing disclosure. Full disclosure requires annual posting of the audit and a separate continuing disclosure report, as well as the reporting of certain "material events." Material events set forth in the Rule, including, but not limited to, bond rating changes and call notices, must be reported within ten days of occurrence. The report contains annual financial information and operating data that "mirrors" material information presented in the Official Statement. The specific contents of the annual report will be described in the Undertaking that appears in the appendix of the Official Statement. Northland currently serves as dissemination agent for the City, assisting with the annual reporting. The information for the Bonds will be incorporated into our reporting. Northland Securities, Inc. Page 6 Premiums In the current market environment, it is likely that the proposed pricing will include premiums. A premium price occurs when the underwriter pays the City an amount in excess of the par amount of a maturity in exchange for a higher coupon (interest rate). The use of premiums reflects the underwriter's view on future market conditions, tax considerations for investors and other factors. Ultimately, the true interest cost calculation ("TIC") will indicate the overall cost to the City, regardless of premium. A premium price produces additional funds that can be used in several ways: The premium means that the City needs less bond proceeds and can reduce the size of the issue by the amount of the premium. The premium can be deposited in the Debt Service Fund and used to pay principal and interest. Northland will work with City staff prior to the day of pricing to determine use of premium (if any). Rating A rating will be requested from Moody's Investors Service (Moody's). The City's general obligation debt is currently rated "A2" by Moody's. The rating process will include a conference call with the rating analyst. Northland will assist City staff in preparing for and conducting the rating call. Northland Securities, Inc. Page 7 Attachment 4 - Calendar of Events Date Action mo Responsible Party August 13th Trigger Resolution for Bonds Adopted City Council Action, Northland, Bond Counsel August 14th Preliminary Official Statement Sent to City for Sign Off Northland, City and to Rating Agency Week of August Rating Conference Call 27th September 12th Rating Received September 19th Bond Pricing Bond Purchase Contract Signed September 24th Authorizing Resolution Adopted - 6:30 p.m. October 23th Closing on the Bonds (Proceeds available) Northland, City, Rating Agency Rating Agency, City, Northland Northland, City City Council Action, Northland, Bond Counsel Northland, City Staff, Bond Counsel Northland Securities, Inc. Page 8 •i r 1 Sun Mon I Tue I Wed I Thu I Fri Sat 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 26 27 28 29 Date Action mo Responsible Party August 13th Trigger Resolution for Bonds Adopted City Council Action, Northland, Bond Counsel August 14th Preliminary Official Statement Sent to City for Sign Off Northland, City and to Rating Agency Week of August Rating Conference Call 27th September 12th Rating Received September 19th Bond Pricing Bond Purchase Contract Signed September 24th Authorizing Resolution Adopted - 6:30 p.m. October 23th Closing on the Bonds (Proceeds available) Northland, City, Rating Agency Rating Agency, City, Northland Northland, City City Council Action, Northland, Bond Counsel Northland, City Staff, Bond Counsel Northland Securities, Inc. Page 8 •i r 1 Sun Mon I Tue I Wed I Thu I FriSat Sat 1 2 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Date Action mo Responsible Party August 13th Trigger Resolution for Bonds Adopted City Council Action, Northland, Bond Counsel August 14th Preliminary Official Statement Sent to City for Sign Off Northland, City and to Rating Agency Week of August Rating Conference Call 27th September 12th Rating Received September 19th Bond Pricing Bond Purchase Contract Signed September 24th Authorizing Resolution Adopted - 6:30 p.m. October 23th Closing on the Bonds (Proceeds available) Northland, City, Rating Agency Rating Agency, City, Northland Northland, City City Council Action, Northland, Bond Counsel Northland, City Staff, Bond Counsel Northland Securities, Inc. Page 8 August 0: Sun I Mon I Tue I Wed I Thu I Fri Sat 1 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Date Action mo Responsible Party August 13th Trigger Resolution for Bonds Adopted City Council Action, Northland, Bond Counsel August 14th Preliminary Official Statement Sent to City for Sign Off Northland, City and to Rating Agency Week of August Rating Conference Call 27th September 12th Rating Received September 19th Bond Pricing Bond Purchase Contract Signed September 24th Authorizing Resolution Adopted - 6:30 p.m. October 23th Closing on the Bonds (Proceeds available) Northland, City, Rating Agency Rating Agency, City, Northland Northland, City City Council Action, Northland, Bond Counsel Northland, City Staff, Bond Counsel Northland Securities, Inc. Page 8 Sun I Mon Tue I Wed I Thu I Fri Sat 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Date Action mo Responsible Party August 13th Trigger Resolution for Bonds Adopted City Council Action, Northland, Bond Counsel August 14th Preliminary Official Statement Sent to City for Sign Off Northland, City and to Rating Agency Week of August Rating Conference Call 27th September 12th Rating Received September 19th Bond Pricing Bond Purchase Contract Signed September 24th Authorizing Resolution Adopted - 6:30 p.m. October 23th Closing on the Bonds (Proceeds available) Northland, City, Rating Agency Rating Agency, City, Northland Northland, City City Council Action, Northland, Bond Counsel Northland, City Staff, Bond Counsel Northland Securities, Inc. Page 8 Attachment 5 - Risk Factors Property Taxes: Property tax levies shown in this Finance Plan are based on projected debt service and other revenues. Final levies will be set based on the results of sale. Levies should be reviewed annually and adjusted as needed. The debt service levy must be included in the preliminary levy for annual Truth in Taxation hearings. Future Legislative changes in the property tax system, including the imposition of levy limits and changes in calculation of property values, would affect plans for payment of debt service. Delinquent payment of property taxes would reduce revenues available to pay debt service. Tax Abatement: The tax abatement levy needs to be calculated annually in accordance with the abatement resolution. The abatement levy must be included in the preliminary levy used for annual Truth in Taxation hearings. A tax abatement levy was authorized as a special levy (not subject to levy limits) under the most recent legislation. Levy limits are not currently enacted. The status of a tax abatement levy under future levy limitations (if any) cannot be predicted. General: In addition to the risks described above, there are certain general risks associated with the issuance of bonds. These risks include, but are not limited to: • Failure to comply with covenants in bond resolution. • Failure to comply with Undertaking for continuing disclosure. • Failure to comply with IRS regulations, including regulations related to use of the proceeds and arbitrage/ rebate. The IRS regulations govern the ability of the City to issue its bonds as tax-exempt securities and failure to comply with the IRS regulations may lead to loss of tax - exemption. Northland Securities, Inc. Page 9 City Council Agenda: 08/13/2018 2I. Consideration of avvrovin2 chances to Rules and Regulations for Riverside Cemetery (TP) A. REFERENCE AND BACKGROUND: The Riverside Cemetery Rules and Regulations where established by the Riverside Cemetery Committee and adopted by the City Council on October 17, 2001. One of the duties of the Parks & Recreation Commission is to periodically review the policy at Riverside Cemetery. Staff recommended changes to the current policy at the last Parks & Recreation Commission Meeting. The change requested is for a clarification in the rules to include the maximum size for headstones and foundations in the cremation section of the cemetery. The grave size in the cremation section is 48" x 48". The maximum stone size for a single grave is recommended to be 36" including a 4" concrete border for a maximum total width of 44". This change will allow for a more cohesive look in the cremation section and will avoid foundations overlapping one another which makes it difficult for mowing and trimming the grass in the area. The Parks & Recreation Commission is recommending this change. The proposed changes to Riverside Cemetery Rules and Regulations are highlighted in red and included in your agenda packet. Al. Budget Impact: None. A2. Staff Workload Impact: None. B. ALTERNATIVE ACTIONS: 1. Motion to approve the change to the Riverside Cemetery Rules and Regulations as recommended by the Monticello Parks & Recreation Commission. 2. Motion to deny the change to the rules and regulations at this time. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Copy of Riverside Cemetery Rules & Regulations highlighting the recommended change to the maximum stone size and foundation width in the cremation section of the cemetery (Page 5) 1 a RIVERSIDE CEMETERY RULES & REGULATIONS Est. 2001 CITY OF MONTICELLO RIVERSIDE CEMETERY RULES & REGULATIONS Est. 2001 IN j. in fj • � 1 s' CITY OF MONTICELLO RIVERSIDE CEMETERY RULES & REGULATIONS Est. 2001 Table of Contents 1. PURCHASE OF GRAVES: ...................................................................................................................... 2 2. CONDITIONS OF GRAVE PURCHASE: ............................................................................................... 2 3. TRANSFER OF GRAVES: ....................................................................................................................... 3 4. DESCENT OF GRAVES: ......................................................................................................................... 3 5. BURIAL PERMITS: ................................................................................................................................. 3 6. INTERMENTS: ......................................................................................................................................... 4 7. DELAY OF INTERMENT: ...................................................................................................................... 5 8. DISINTERMENTS: .................................................................................................................................. 5 9. MONUMENTS, MARKERS AND FOUNDATIONS: ............................................................................ 5 10. PERMANENT CARE:.......................................................................................................................... 6 11. LANDSCAPING IMPROVEMENTS: .................................................................................................. 6 12. PERPETUAL CARE:............................................................................................................................ 7 13. HOURS OF OPERATION: ................................................................................................................... 7 14. GENERAL REGULATIONS: ............................................................................................................... 8 15. PENALTIES: ......................................................................................................................................... 9 16. CEMETERY MANAGEMENT:........................................................................................................... 9 ATTEST.......................................................................................................................................................... 10 F:\ADMIN\CEMETERY\RIVERSIDE\RULES&REGS\RULES AND REGULATIONS -UPDATED 08-2018.DOCX -PAGE 1 OF 1O- MONTICELLO RIVERSIDE CEMETERY RULES AND REGULATIONS EFFECTIVE NOVEMBER 1, 2001 AMENDED MARCH 9, 2015 AMENDED SEPTEMBER 26, 2016 1. PURCHASE OF GRAVES: 1.1 All fees or charges shall be set by the City and are payable to the City at the Public Works Office located at 909 Golf Course Road, Monticello, MN 55362. 1.2 No grave shall be reserved with the intent to purchase for any reason. 1.3 Upon full payment of the purchase price of a grave, the City of Monticello will issue a cemetery deed conveying the grave, executed by the City, and the deed shall be recorded in the records of the City. Description of the grave will be in accordance with the cemetery plats, which are kept on file at the City Public Works Office. 2. CONDITIONS OF GRAVE PURCHASE: 2.1 All graves will be sold subject to these rules and regulations, or those hereafter adopted. The purchaser shall expressly agree, in the deed conveying the lot their rights are subject to such reasonable rules and regulations as the City Council may adopt. The deed, and these rules and regulations, and any amendments, constitute the sale agreement between the cemetery and the lot owner. 2.2 No grave shall be used for any purpose other than the burial of human remains and the placing of appropriate memorials, as per the rules and regulations of the cemetery. 2.3 No easement or right of interment is granted to any grave owner in any road, drive, alley, or walkway within the Riverside Cemetery, but such road, drive, alley, or walkway may be used as a means of access to the owner's cemetery grave or graves. 2.4 The City reserves, and shall have, the right to correct any errors that may be made by it either in making interments, disinterment, or removals, or in the description, transfer, or conveyance of any interment property, either by canceling such conveyance and substituting and conveying in lieu thereof other interment property of equal value and similar location, as far as possible, or as may be selected by the City, or in sole discretion of the City, by refunding the amount of money paid on account of said purchase. In the event that such error shall involve the interment of remains of any person in such property, the City reserves, and will have, the right to remove or transfer such remains so interred to other property of equal value and similar location as may be substituted and conveyed in lieu thereof. F:ADMIN\\WORDPROC\RIVERSID\RULES.FRM: EFFECTIVE 11/01/01: AMENDED 01/22/2004 -PAGE 20F 10- 3. TRANSFER OF GRAVES: 3.1 The owner of a cemetery grave may transfer the grave: 3.1.1 To the City of Monticello at the original sale price, 3.1.2 Any of his/her relatives, who may survive him/her by will for the use and benefit of the person designated in the will, or 3.1.3 To other persons not related to him/her. In all cases, the owner must complete and have signed by witnesses and a Notary Public, a Transfer of Ownership document provided by the City of Monticello. The transfer of ownership document must be approved by the City prior to the transfer of graves by the owner. When a transfer has been made in conformance with these rules, the City will issue a deed to the new owner. In all cases, a transfer fee payable to the City of Monticello will apply based upon the City's current fee schedule. 3.2 No grave will be permitted to be re -sold, disposed of, or otherwise used until the purchase price, and all unpaid charges, have been paid in full. 3.3 No cemetery grave may be re -sold or otherwise disposed of, without approval of the City of Monticello. 3.4 Grave owners may not allow interments to be made on their grave unless the transfer of grave process has been completed. 4. DESCENT OF GRAVES: 4.1 On the death of a grave owner, such grave shall be granted and conveyed by the City to the descendant's surviving spouse. If there is no surviving spouse, then to the descendant's eldest surviving child; if there is no surviving child, then to the descendant's youngest surviving sibling; if there is no surviving spouse, child or sibling of the descendent and the grave is not sold during the administration of the descendant's estate or otherwise provided for by will, the City may convey the lot to any of the descendant's parents, siblings or descendants as it deems fit. 5. BURIAL PERMITS: 5.1 A burial permit shall be issued and delivered to the City of Monticello for all burials in the cemetery. In the case of a cremation burial and certificate of cremation shall be delivered to the City of Monticello. F:\ADMIN\CEMETERY\RIVERSIDE\RULES & REGS\RULES AND REGULATIONS -UPDATED 08-2018.DOCX -PAGE 30F 1 O - 6. INTERMENTS: 6.1 Grave owners are granted only the right of interment in their graves. The City of Monticello reserves the right to refuse to permit the interment of anyone who is not at the time the owner of the lot, or a relative of the owner, by blood or marriage. Permission, in writing, and with the seal of a Notary Public, of the grave owner must accompany all requests for permits to bury persons not members of the immediate family of the grave owner. 6.2 At least forty-eight (48) hour notice shall be given prior to the time set for the funeral service to assure a timely grave opening. 6.3 City Holidays are as follows: New Year's Day, Martin Luther King Jr Day, President's Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day and the day after Thanksgiving, '/z day — Christmas Eve and Christmas Day. If a family chooses a burial the day following a holiday — the family will be charged the Public Works Labor fee as stated in the most current fee schedule for time spent preparing for burial. 6.4 No casket shall be interred in the cemetery unless it is enclosed in a concrete vault or box. Ashes must be placed in a container prior to burial. 6.5 Should the grave owner or funeral director fail or neglect to designate the location, the City of Monticello reserves the right to make the interment in a location designated by the City. The City will not be responsible for any order given by telephone, or for any mistake occurring from the want of precise, proper instructions as to the particular location within a plot where interment is desired. 6.6 Interments are for the purpose of the human dead only. No pets, jewelry, artifacts, or other material items will be allowed to be buried. 6.7 The City will not be liable for the interment permit, nor the identity of the person sought to be interred. 6.8 No interment of more than one body shall be made in one grave, except in the following cases: 6.8.1 One adult and one child or infant. 6.8.2 Two infants or children. 6.8.3 Two urns of ashes. 6.8.4 One adult and one urn of ashes. 6.9 The cost of interments, including burial of ashes, shall be set by the City. 6.10 Payment in FULL of all fees, must be made prior to burial. F:ADMIN\\WORDPROC\RIVERSID\RULES.FRM: EFFECTIVE 11/01/01: AMENDED 01/22/2004 -PAGE 40F 10- 7. DELAY OF INTERMENT: 7.1 The City of Monticello will be in no way liable for any delay in the interment of a body when a protest to the interment has been made, or where rules or regulations have not been complied with. B. DISINTERMENTS: 8.1 Written permission of the grave owner, and the next of kin, shall be filed with the City, and a permit from the County Health Officer shall be secured and presented, and the required fees paid before any grave may be opened for any purpose. At least thirty (30) days written notice must be given prior to any disinterment. This provision does not apply when disinterment is ordered by a duly authorized public authority. 8.2 The cost of disinterment will be the same as the current cost of interments unless otherwise stated in the fee schedule. 9. MONUMENTS. MARKERS AND FOUNDATIONS: 9.1 Every marker must be placed in the space reserved therefore, as shown upon the plat of such grave, or as directed by the City. 9.2 Monuments will be allowed in the old section of the cemetery only and are limited in size to a maximum of 36" for a single grave and a maximum of 72" for a double grave, including the 4" concrete border. 9.2.1 Monuments in the cremation section of the cemetery are limited to a maximum size of 36" for a single grave plus a 4" concrete border, bringing the total maximum width to 44". 9.3 Monuments will not be allowed in the new section of the cemetery. Only flat markers of sizes specified by the City will be allowed in the new section of the cemetery. Marker size shall not exceed 2' x 3' for a single grave, 2' x 4' for a double grave, and 12" x 18" for a single baby grave, including the 4" precast concrete border. All markers shall be uniform in thickness and a minimum of 4" thick with the exception of the brass veteran markers. Markers embracing more than two graves will not be permitted, unless otherwise approved by the City. 9.4 No monument or marker, nor any part thereof, may be constructed of limestone, sandstone, or any artificial material. 9.5 A foundation of concrete is required for monuments/markers. There shall be a minimum of 4" concrete border set at grade level. Setting of all monuments/markers shall be performed by the City or its approved contractor, or an accepted monument company. The City requires that all above ground monuments/markers must be attached to the foundation by setting it into the wet cement, pinning it into the cement, or adhering it to the foundation using exterior adhesive for stones such as PL400. F:\ADMIN\CEMETERY\RIVERSIDE\RULES & REGS\RULES AND REGULATIONS -UPDATED 08-2018.DOCX -PAGE 5OF 1 O - 9.6 Prior to any monument/marker placement or removal for repair the City or its approved contractor shall be contacted in order to stake the area and supervise the placement. 9.7 For all graves there will be a staking fee payable to the City of Monticello as listed in the City's current fee schedule. This fee must be paid IN ADVANCE of the staking performed by the City. 9.8 The City requires that all flush markers in the new section of the cemetery shall be set at the head end and face east. Furthermore, all monuments/markers in the old section shall be set at the head end and face east unless existing conditions warrant placing elsewhere. Such variances will be approved in writing by the City prior to monument/marker placement. 9.9 Only one marker will be permitted on any one grave in the new part of the cemetery with the exception of a veteran marker which may be placed at the foot end, unless otherwise approved by the City. 9.10 A maximum of one upright monument or memorial bench monument and one flat marker will be permitted on any one grave in the old part of the cemetery. 9.11 Corner markers of like material may be placed on graves and/or lots in the old part of the cemetery only. Corner markers shall be no larger than 4" x 4" square and shall be placed flush with the ground. 10. PERMANENT CARE: 10.1 The general care of the cemetery is assumed by the City and includes the following: 10.1.1 Cutting of the grass at reasonable intervals; 10.1.2 Raking and cleaning of the grounds; 10.1.3 Pruning of the shrubs and trees that may be placed by the City; and Maintaining the general preservation of the graves and grounds, walks, roadways, boundaries, and structures, to the end that said grounds shall remain and be reasonably cared for as cemetery grounds. 10.1.4 The general care of the cemetery may be awarded by contract to private firms by the City as they see fit. 10.2 General care of the cemetery assumed by the City shall in no case mean the maintenance, repair, or replacement of any monument marker erected upon graves, nor the doing of any special or unusual work in the cemetery. 11. LANDSCAPING IMPROVEMENTS: 11.1 Plants and flowers may be placed above ground, in pots on stands. Any pot placed on the ground will not be the responsibility of the City of Monticello, or its employees, should it be destroyed. Flowers and other items placed directly on the grave may be removed by the City prior to routine cutting of the grass. F:ADMIN\\WORDPROC\RIVERSID\RULES.FRM: EFFECTIVE 11/01/01: AMENDED 01/22/2004 -PAGE 60F 10- 11.2 No trees, shrubs, or vines may be planted, nor may fences be erected. The City reserves the right to remove any tree, shrub, vine, plant, or flowers which may become unsightly, dangerous, or not in keeping with the landscape design of the cemetery. 11.3 Pots, urns or stands that are left unused on a grave for a period of one (1) year will be removed by the City. 11.4 All landscaping, grading, and seeding shall be done by the City of Monticello or its approved contractor. All graves will be seeded and kept flush with the adjacent ground. When weather conditions allow, seeding will be done following the burial. 11.5 The City will make water available to grave owners for care of flowers and plants in pots, set in stands, from spring to fall of each year, depending on weather. Grave owners may water the grass covering their graves. 11.6 The City cannot be held responsible for any damages, loss, or theft, of any personal property such as flowers, plants, decorations, vases, crocks, markers, monuments, etc. 11.7 The last week in April will be designated as Spring Cleanup in the cemetery. Easter arrangements will be allowed one week before and one week after Easter. 11.8 The last week in October will be designated as Fall Cleanup in the cemetery. All items left on the ground will be disposed of and the City will not accept liability for such items. The City recommends that above ground pots and stands should be removed before the first freeze and can be replaced at the appropriate grave site after the completion of Spring Cleanup. If pots and stands are left year- round, the City will not accept responsibility for such items if they are destroyed due to weather, snow plowing, vandalism, etc. 12.1 There shall be established a Perpetual Care Fund and all monies collected for perpetual care of graves shall be deposited in said fund, and shall be kept separate from all other funds of the City. 12.2 The fee for perpetual care shall be fixed by the Council of the City by resolution. 13. HOURS OF OPERATION: 13.1 The cemetery will be open to visitors from sunrise to one half hour past sunset. Permission to enter at all other times shall be secured from the City. The City reserves the right to refuse admission to the cemetery and to refuse the use of any of the cemetery's facilities, at any time, to any person or persons whom the City may deem objectionable to the best interest of the cemetery. F:\ADMIN\CEMETERY\RIVERSIDE\RULES & REGS\RULES AND REGULATIONS -UPDATED 08-2018.DOCX -PAGE 70F 1 O - 14. GENERAL REGULATIONS: 14.1 Persons within the cemetery shall use only the paths and walkways, and no one is permitted to walk upon or across lots or graves unless it is necessary to do so to gain access to one's own lot. The cemetery expressly disclaims any liability for any injuries sustained by anyone violating this rule. 14.2 Persons visiting the cemetery or attending funerals are strictly prohibited from writing upon, defacing, or injuring any monument or marker, breaking or injuring any tree, shrub, plant, or other structure within the cemetery grounds. 14.3 The following acts are expressly prohibited, as well as any other violations of City Ordinances and regulations that may apply: 14.3.1 The driving of motor vehicles into the cemetery, unless attending a funeral, visiting a relative or a friend's grave site, or carrying on maintenance work authorized by the City. 14.3.2 The driving or parking of any motor vehicle across or upon any grave or lot. 14.3.3 Loud or boisterous talking or music. 14.3.4 Bringing of lunches or refreshments, including alcoholic beverages, into the cemetery or consuming them on the grounds. 14.3.5 Peddling or soliciting the sale of any commodity within the cemetery. 14.3.6 Placing of signs, notices or advertisements of any kind within the cemetery. 14.3.7 The throwing of rubbish on any part of the grounds. 14.3.8 The walking of pets (including dogs, cats, or any other household pet) on any part of the grounds. 14.3.9 The driving or parking of any snowmobiles, ATV's or motorized off-road bikes on any part of the grounds. 14.3.10 The placing of glass containers or bottles on any part of the grounds. 14.4 Special cases may arise in which the literal enforcement or interpretation of a rule may impose unnecessary hardship. The City reserves the right to make exceptions, suspensions, or modifications of any of these rules and regulations, when in the judgment of the City such action appears necessary, and such a temporary exception, suspension, or modification shall in no way be construed as affecting the general application of such rules and regulations. F:ADMIN\\WORDPROC\RIVERSID\RULES.FRM: EFFECTIVE 11/01/01: AMENDED 01/22/2004 -PAGE 80F 10- 14.5 The City of Monticello reserves the right to amend these rules and regulations whenever it is determined that it is in the best interest of the cemetery to do so. Any and all amendments to these regulations will be approved by the City Council of Monticello. 14.6 The City of Monticello reserves the right to remove all monuments, markers, flowers, plants, trees, decorations, or other similar objects whenever any of these objects become unsafe, unsightly, dangerous, or not in keeping with the landscape design of the cemetery. 14.7 Specific costs for graves, interments, disinterment, burial of ashes, and setting monuments/markers are not included in these rules because of the necessity to revise these rates. A current schedule of fees can be obtained from the City. 14.8 Individuals with questions or concerns about cemetery operations shall report their concerns to the Office of Public Works and shall not delay, interfere with or harass City employees, authorized contractors, or agents of the City as they go about their duties in the cemetery. 15. PENALTIES: 15.1 Violation of the City Ordinance is considered a misdemeanor and the penalty is described by law. These cemetery rules and regulations are part of the City Ordinance and shall be enforced and penalties imposed for violation of such rules and regulations. 16. CEMETERY MANAGEMENT: 16.1 The responsibility for the management of Monticello Riverside Cemetery and all matters related thereto shall be vested in the City. 16.2 The Monticello Parks & Recreation Commission shall be the overseeing board for any maintenance or other issues with regard to Monticello Riverside Cemetery. ANY QUESTIONS OR CONCERNS IN REGARD TO THE MONTICELLO RIVERSIDE CEMETERY RULES AND REGULATIONS AS SET FORTH HEREIN SHALL BE DIRECTED TO: MONTICELLO PARKS DEPARTMENT 909 GOLF COURSE ROAD MONTICELLO, MINNESOTA 55362 TELEPHONE: (763) 295-3170 FACSIMILE: (763) 271-3272 F:\ADMIN\CEMETERY\RIVERSIDE\RULES & REGS\RULES AND REGULATIONS -UPDATED 08-2018.DOCX -PAGE 90F 1 0 - ATTEST RIVERSIDE CEMETERY RULES AND REGULATIONS Updates to the Rules and Regulations for Riverside Cemetery were presented to City Council at their meeting on September 26, 2016, for approval upon recommendation of the Monticello Parks Commission. APPROVED BY the Monticello City Council this 26th day of September, 2016. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator F:ADMIN\\WORDPROC\RIVERSID\RULES.FRM: EFFECTIVE 11/01/01: AMENDED 01/22/2004 - PAGE 10 OF 10 - 2J. A. City Council Agenda — 08/13/2018 Consideration of approving a request for an amendment to Conditional Use Permit for Planned Unit Development for Hi-Wav Liquors sign area allowances. Applicant: Citv of Monticello (AS) Property: PID: 155-100-14010 and 155-0100-14050 Address: 511 Pine Street Planning Case Number: 2018-032 REFERENCE & BACKGROUND Request(s): Amendment to CUP for PUD for signage allowance Deadline for Decision: NA Land Use Designation: Downtown "Shopping" Zoning Designation: CCD (L-6; Future Public Open Space) The purpose of the "CCD", Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the Embracing Downtown Monticello report and its Design Guidelines. Overlays/Environmental Regulations Applicable: NA Current Site Use: Commercial Buildings Surrounding Land Uses: North: Commercial, multi -tenant retail East: TH 25 South: Commercial and professional West: Commercial, multi -tenant retail and Civic, Community Center A. REFERENCE AND BACKGROUND The Monticello City Council requested in 2017 that the Planning Commission hold a public hearing to consider alternatives for the refurbishment of the Hi -Way Liquors sign. These alternatives would include a slightly larger electronic message board sign, which would require an amendment to the PUD in place for the Town Center area in which Hi - Way Liquors is included. City Council Agenda — 08/13/2018 Upon developing the public hearing notice information for the hearing on amendment to PUD for the Hi -Way Liquors sign, it was noted that the sign appeared to be located on a parcel owned by MnDOT. However, after working through the issue with MnDOT, is was determined that the ownership is shown is in error, and the sign does sit on City property. City staff are therefore proceeding at this time to request the flexibility under Planned Unit Development to request a slightly larger electronic message board component for the sign as part of the refurbishment. The Hi -Way Liquors building is located within the larger Towne Center planned unit development, which includes the multi -tenant strip centers to the north and west side of the building. The planned unit development for Town Center also recognizes the current lot configuration for the sign and store. The maximum allowable free-standing signage area for the site, located in the CCD, is 100 square feet. The existing sign itself is approximately 78.25 total square feet. The top box cabinet component of the sign is 47.5 square feet. The smaller directional sign for the city offices and MCC is approximately 8.75 square feet. The current electronic message board is approximately 22 square feet. The current sign components are therefore in compliance with code requirements. No additional sign height is requested. The City Council had directed the replacement of the top cabinet sign with a sign that is more reflective of the current City brand and a more attractive, eye-catching design. The top cabinet would be a replacement only, with no change to the dimensions. No change will be made to the directional sign. However, the electronic message board, which is no longer operational, will require a complete replacement. The City is seeking the flexibility to increase the size of the electronic readerboard from 22 square feet to approximately 32 square feet. The sign component will still fit within the existing side structure supports. The ordinance allows electronic message boards of up to 25% of the allowable sign area, or 50 feet, whichever is less. In the case of the Hi -Way Liquors site, the maximum allowable free-standing signage is 100 square feet, and therefore the changeable copy board is limited to 25 square feet. With the message board increase to 32 square feet, the total sign area will still be below the total sign area allowance of 100 square feet, at approximately 88 square feet. The City request for the slightly larger sign will allow for an enhancement to readability on the sign, which is used not only for Hi -Way Liquors messaging, but also for non- commercial City messaging. The City has no other locations for messaging in the community, with the exception of shared space on the changeable copy board at TH25/CSAH 75. It should also be noted that under the current CCD zoning regulations, which relies on the former Embracing Downtown plan, new signage for the site would be required to be of monument design. The City is proposing to add additional stone treatment to the bottom City Council Agenda — 08/13/2018 of the existing sign, bringing it into greater conformance with the monument -style requirement. Planning Commission Recommendation The Planning Commission reviewed this item on August 7th, 2018 and hold a public hearing on the item. No public was present to address the Commission regarding the request. Noting that the sign provides consolidated messaging for the City campus, the Planning Commission unanimously recommended approval of the amendment to PUD. B. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative #1 below. 1. Motion to approve an amendment to Conditional Use Permit for Planned Unit Development for Hi -Way Liquors sign area allowances, based findings in Resolution PC -2018-024 and subject to conditions in Exhibit Z 2. Motion to deny an amendment to Conditional Use Permit for Planned Unit Development for Hi -Way Liquors sign area allowances, based on findings to be made by the City Council. C. STAFF RECOMMENDATION Staff recommends alternative #1 above. The proposed increase in electronic message board size is minimal at under 10 feet in total area, and is being requested primarily to maintain aspect ratios within the current sign supports, as well as to provide readability on the existing sign. The sign provides the primary mechanism for city -related non- commercial messages for the City Hall/liquor store and Community Center facilities. The ability to combine signage for all three facilities into one free-standing message board is an enhancement over the potential for two separate digital message boards between the two sites. Additionally, the enhancement of stone to the base of the sign provides an additional design aesthetic more consistent with current code requirements. D. SUPPORTING DATA A. Resolution PC -2018-024 B. Aerial Site Image C. Existing Sign Illustration D. Proposed Sign Illustration E. Exhibit Z — Conditions of Approval EXHIBIT Z Conditions of Approval 1. Sign refurbishment is subject to applicable building code and permit requirements. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2018-024 RECOMMENDING APPROVAL OF AN AMENDMENT TO CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR HI -WAY LIQUORS SIGN AREA ALLOWANCES WHEREAS, the City of Monticello has submitted a request to modify signage on an existing free-standing sign; and WHEREAS, the site is zoned CCD, Central Community District; WHEREAS, the proposed signage and use were previously approved as part of a planned unit development for Towne Center; and WHEREAS, the signage modifications are consistent with the Comprehensive Land Use Plan designation of "Downtown" for the area; and WHEREAS, the Planning Commission held a public hearing on July 3rd, 2018 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the CCD, Central Community District; 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located; 3. The impacts of the improvements are those anticipated by commercial land uses and are addressed through standard review and ordinances as adopted. 4. The proposed signage modifications provide enhancements to the sign's conformity with the CCD zoning district and regulations. 5. The proposed signage modifications provide a consolidation of electronic message board signage for the planned unit development area. 6. No other changes or impacts resulting for the signage modifications are anticipated. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the amendment to Planned Unit Development for Hi -Way CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2018-024 Liquors sign area allowances, subject to the conditions listed in Exhibit Z of the staff report as follows: ADOPTED this 7th day of August, 2018 by the Planning Commission of the City of Monticello, Minnesota. ATTEST: Angela Schumann, MONTICELLO PLANNING C MMISSION By: { Br Fyle, ChL-ir ►irector 2 i City of Monticello - Request for Amendment to Conditional Use Permit for Planned Unit Development Lengthy Legal -See City Hall 1 511 Pine Street I PI D#: 155-010-014010&155-010-014050 Created by: City of Monticello HI -WAY ��naIIIIII�I LII�UORS DAKTRONICS GALAXY' MONTICELLO CITY OFFICES f COMMUNITY CENTER- Color Palette: Use for reference on sign backgrounds, stone and cap treatments HU NAM 4 SUN ro/17/19. Use Existing Top Decor C r�A! gff7 and Cabinets BOX 881 ST. CLOUD MN 56302 (320) 252-9400 200 45th ST S, STE 218 FARGO, ND 58103 (701) 306-2505 co LO 1191, SCALE: 3/8" = 1' NOTES - 112" wide PC w/existing 6" Sq Tube Base poles PYLON MODIFICATION AND ADDITION WQvm SALESMAN: BRUCE KIFFMEYER LOCATION: MONTICELLO, MN SCALE: 3/8" 1' DATE: 06/29/18 �SF T�. W,OR.K..ORDER# City Council Agenda - 08/13/2018 2K. Consideration of approving a request for Conditional Use Permit for Professional Office Use in the L-6 sub district of the CCD —Central Communitv District. Applicant: Arvola Builders. (NAC) Property: Planning Case Number: PID: 155-037-000100 Address: 532 Walnut Street 2018-036 A. REFERENCE & BACKGROUND Request(s): Conditional Use Permit for a contractor's business office in the CCD Walnut/Cedar District. Deadline for Decision: September 10th, 2018 Land Use Designation: Downtown "Shopping" Zoning Designation: CCD The purpose of the "CCD", Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to implement the goals, objectives, and specific directives of the Comprehensive Plan... Overlays/Environmental Regulations Applicable: NA Current Site Use: Commercial Multi -Tenant Buildings Surrounding Land Uses: North: Commercial Retail East: Community Center South: Parking/Commercial Retail West: Municipal Liquor Retail Project Description: The applicants proposed to occupy approximately 600 square feet of the existing building at the south end of the retail building along Walnut Street across from the Community Center, utilizing existing site improvements, and possible interior building improvements as necessary to support the use. City Council Agenda — 08/13/2018 ANALYSIS Project Background. The proposed Arvola Builders office would occupy a portion of the existing building at 532 Walnut Street. The site is the CCD, with retailing as its primary land use focus. Office uses are allowed by Conditional Use Permit. The applicant is proposing occupy a portion of the building (600 square feet) to accommodate its business offices. The office would have access to a Walnut Street entrance and adjoining parking lots. Specific Zoning Requirements. The zoning ordinance lists the following specific standards for these uses: (20) Offices (Professional) Including Financial Institutions In the CCD, Professional Offices and Financial Institutions shall include the following: (a) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the document "Embracing Downtown Monticello." (b) Street -level floor planning designed to accommodate use by or conversion to future use as retail land uses. (c) Parking areas shall be situated so as to minimize their exposure to public areas, or shall be landscaped and screened to minimize large expanses of open pavement. (d) Parking supply shall be calculated at the same rate as retail sales. While the reference to the "Embracing Downtown Monticello" plan is obsolete, the intent of the ordinance is to ensure that business occupancy on the blocks along Pine and Walnut have a retail focus. Office uses such as Arvola provide an occasional retail function, in that customers will come to site, and the CUP provision in the current ordinance reflects the idea that there are few additional conditions necessary to consider these uses acceptable in this district. Indeed, in the early draft versions of the CCD ordinance revisions, office uses would continue the conditional use permit allowance in this area. It is further noted that the building was designed with a brick exterior, consistent with the requirements of the ordinance. As such, the building clearly meets the requirements of the CUP provisions noted above. Parking. For general office uses, a parking requirement of 3 spaces plus 3 spaces per 1,000 square feet would be required. The applicant's 600 square feet will not appreciably impact the parking supply for the shopping center or the adjacent street. No outdoor storage or vehicle/equipment storage is proposed. Outdoor storage is prohibited at present in the Central Community District. 2 City Council Agenda — 08/13/2018 Planning Commission Recommendation The Planning Commission considered this item and held a public hearing on the request on August 7th, 2018. Applicant Chad Arvola was present to address the questions of the Commission. No other public was present to address the Commission on the item. The Commission noted that parking appeared to be adequate on site for the proposed use. After the public hearing, the Commission recommended unanimously to approve the CUP request. B. ALTERNATIVE ACTIONS 1. Motion to approve a Conditional Use Permit for an Office use in the CCD District, based on findings in Resolution No. PC2018-025, and subject to the conditions included in Exhibit Z. 2. Motion to deny the Conditional Use Permit, based on findings identified by the City Council. Motion to table action on the Resolution, subject to additional information from staff, the applicant, or others as directed. C. STAFF RECOMMENDATION Staff recommends approval of the CUP, based on findings that support the retail and employment objectives of the City's downtown development planning. The use fits the City's development objectives for downtown, and the applicant's materials support the intent of the ordinance adopted for this purpose. It is also noted that in its current form, the early draft of the CCD zoning ordinance recommends continuing offices as conditional uses in this area of the downtown, and allowing such uses as permitted uses on upper floors where applicable. With regard to parking, the supply will not be affected by the proposed office occupancy. The use will generate a very limited demand for parking, and the shared parking in the area — both private and public — appear to be more than adequate. D. SUPPORTING DATA A. Resolution PC -2018-025 B. Aerial Site Image C. Applicant Narrative and Change in Use Form D. Ordinance Excerpts Z. Conditions of Approval 3 City Council Agenda — 08/13/2018 EXHIBIT Z Conditional Use Permit for Office Use 532 Walnut Street PID 155-037-000100 1. The applicant completes all building permit and occupancy requirements of the City's building department. 2. Compliance with the City's sign ordinance. 3. Compliance with the comments of other staff and Planning Commission. L! CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2018-025 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR A CONTRACTOR'S BUSINESS OFFICE IN THE CCD, CENTRAL COMMUNITY DISTRICT WHEREAS, the applicant has submitted a request to occupy a portion of the subject property to operate a contractor's business office; and WHEREAS, the site is zoned CCD (F-1), which allows such use by Conditional Use Permit; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of "Downtown - Shopping" for the area; and WHEREAS, the applicants have provided materials documenting compliance with the terms of the applicable zoning regulations; and WHEREAS, the uses are consistent with the intent and purpose of the CCD zoning district; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on August 7th, 2018 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the CCD, Central Community Zoning District. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by commercial land uses and are addressed through standard review and ordinances as adopted. 4. The proposed business office meets the intent and requirements of the applicable zoning regulations, pursuant to the conditions attached to the Conditional Use Permit. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2018-025 Parking is found to be adequate based on the available parking on and around the property. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Conditional Use Permit for Office use, subject to the conditions listed in Exhibit Z as follows: 1. The applicant completes all building permit and occupancy requirements of the City's building department. 2. Compliance with the City's sign regulations. 3. Compliance with the comments of other staff and Planning Commission. ADOPTED this 7h day of August, 2018 by the Planning Commission of the City of Monticello, Minnesota. ATTEST: Angela Schum o�ity Development Director 2 PLANNING CO ISSION air Arvola, Chad - Request for Conditional Use Permit Created by: City of Monticello Lengthy Legal -See City Hall 1532 Walnut Street I PID: 155-137-000100 Conditional Use Permit Application - Arvola Builders, Inc — Chad Arvola Arvola Builders was founded in 2002 by Chad and Katie Arvola. We have built a reputation of building quality homes by using quality materials, providing excellent workmanship and focusing on attention to detail. Arvola Builders is relocating from Annandale to Monticello as their business continues to grow. The suite in Towne Centre will be primarily used as offices for the business. Typical hours are Monday — Friday from 7AM — 5PM with some occasional night and weekend hours. Rarely clients will meet at the suite to discuss projects. The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property; TRUE The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use; TRUE The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area; TRUE The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided; TRUE The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City code requirements; TRUE The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution; TRUE The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled; TRUE The conditional use will adhere to any applicable additional criteria outlined in Chapter 5 of the Monticello Zoning Ordinance for the proposed use. TRUE CITY O F CITY OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Change in Use or Monticello, MN 55362 Monticeflo (763) 295-2711 . info(c)ci.monticello.mn.us Occupancy Form Name of Proposed Business: (DBA) Legal Name of Proposed Business (if different): Contact Name: /4 P V&LAmail: ` Contact Address: S 3//`�1;.N V 1 S ( ,MG T) o Property Owner Name: Cf)Email: Phone: Address of Business: G�9,` Hours of Operation ' +� Expected Opening Date: .� l,i � � S _Space Size (Square Feet): How was the space previously used? 5 c,CC P— A--- How will you use the space?�( NAICS Code Number of Employees: Full -Time: 0 Part -Time: Are you installing any signage? 1UA If yes, please describe type: Are you planning on having any outdoor storage? Al Are you making any structural or other improvements within the space? YES ❑ NOA If yes, please describe the improvements: Please attach site plans, sketches, photos, or other information to help us better understand the use. Please note that building, Ian u,_e a or sig permits or other licensing may apply based one. ( Applicant's Signature: r�� ,� Date: � Property Owner's Signature: Date: A� Staff Use Only !'Date Received: Zoning District: Involved Staff: Licenses/Permits/Reviews Required: M Building Inspector ED City Clerk ED Community Development/Planning E3 Public Works M Fire Department CHAPTER 3: ZONING DISTRICTS Section 3.S Business Base Zoning Districts Subsection (G) Central Community District Figure 3-3: Design Guidelines Use Area 1 F 3 PARK fYAi - f F-3 L -i 171 L-5 L 5 1 I { F-73 F-2 1 r'3 F-3 F-1 ` ' F z -------- ' = F-3 I . 'F ........... r p 3 L ; F ' _ F2 = -3 N L-4 F? 5 i 6 F-3 a 11 1 I -,. PUBLIC "moi Page 124 L-8 Landmark Areas: Corridors: L-1 Public Parking Ramp 1 Broadway Street L-2 River Oriented Shopping 2 Walnut Street L-3 Cargill Site 3 Highway 25 / Pine Street Lit Community Center Site L-5 Riverfront Park L-6 Future Public Open Space L-7 Permanent Public Open Space L-8 Freeway Retail (0-4 Zoning Standards) F1exAreas: DESIGN GUIDELINE ZONES F-1 Shopping Area West of Hwy 25 F-2 Convenience and Services HTTO ZONING DISTRICTS F3 Transition City of Monticello Zoning Ordinance CHAPTER 2: APPLICATION REVIEWS AND PROCEDURES Section 2.4 Specific Review Procedures & Requirements Subsection (D) Conditional Use Permits (4) Review (a) Conditional Use Permit Criteria Approval of a Conditional Use Permit application requires that the City find that conditions can be established to ensure that all of the following criteria will always be met: (i) The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property; (ii) The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use; (iii) The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area; (iv) The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided; (v) The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City code requirements; (vi) The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution; (vii) The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled; (viii) The conditional use will adhere to any applicable additional criteria outlined in Chapter 5 for the proposed use. (b) Planning Commission Before any Conditional Use Permit is considered, the Planning Commission shall hold at least one public hearing after proper notice has been issued in accordance with Section 2.3(I). Following the hearing and subsequent discussion on the merits of the proposal, the Planning Commission shall adopt findings and recommendations on the general conditional use permit review criteria outlined in Section 2.4(D)(4)(a) and any specific criteria outlined for the specific use in Chapter 5. Recommendations for approval may include such conditions as are deemed necessary to ensure compliance with each of the Conditional Use Permit review criteria. Denial recommendations shall be supported by findings of fact as to why the permit request was denied. The Community Development Department may forward an application to the City Council without a recommendation from the Planning Commission only if it is deemed necessary to ensure compliance with state mandated deadlines for application review. Section 5.2: Use - Specific Standards Section 5.30): Specific Standards for Certain Accessory Uses Section 2.3(h: Public Notification Page 28 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section 5. I Use Table Subsection (A) Explanation of Use Table Structure �,peciaity rating C P P P 1 5.2(F)(28) Establishments wr Vehicle Fuel Sales C C C 5.2(F)(29) Vehicle Sales and Rental C 5.2(F)(30) Veterinary Facilities C 5.20(3 I ) (Rural) Veterinary Facilities C C C 5.2(F)(31) (Neighborhood) Wholesale Sales P P P None Industrial Uses Auto Repair — Major C P P 5.2(G)(1) Bulk Fuel Sales and Storage P P 5.2(G)(2) Contractor's Yard, Temporary I I 5.2(G)(3) Extraction of Materials I I I 5.2(G)(4) General Warehousing C C P P 5.2(G)(5) Heavy Manufacturing J C 5.2(G)(6) Industrial Services C P None Land Reclamation C C C C C C 5.2(G)(7) P P P 5.2(G)(8) C C C C C C C C C Light Manufacturing Machinery/Truck Repair & Sales P P 5.2(G)(9) Recycling and Salvage Center C C 5.20(10) Self -Storage Facilities C P 0 5.20(1 I) Truck or Freight Terminal i C C 5.2(�(12) il Waste Disposal & Incineration C 5.2�(I 3) Wrecker Services C P 5.2(6)(14) City of Monticello Zoning Ordinance Page 327 CHAPTERS: USE STANDARDS Section S. I Use Table Subsection (A) Explanation of Use Table Structure Commercial Lodging P P AW C none 5.2(F)(7) Commercial Recreation: Indoor P P C C none 5.2(F)( I2) Commercial Recreation: C* L-8 only C C none 5.2 F 13 Outdoor none 5.2 F 31 Convenience Retail C P* C C *F-2 Drive Through by CUP 5.2(F)(9) Funeral Services Residential — Street Level C C C C none 5.2 F 15 Residential — Multiple Family C C L-2: NA Residential — Townhouse Medical / Clinical Services C P IF P L-2: NA first floor, 5 2(F)(18) C none CUP upper floors Personal Services P P P P L-3: CUP 5.2(F)(21) Places of Public Assembly C C C C none 5.2(F)(22) Production Brewery or Micro - Public Buildings or Uses C C C P Distillery with Taproom or C C C C none 5.2(F)(23) Cocktail Room Professional Office -Services L-2: NA first floor, 5.2(F)(14) Including Financial Institutions P P P C CUP upper floors 5.2(F)(20) Restaurants, Bars < 10,000 SF P P C C none 5.2(F)(26) Restaurants, Bars > 10,000 SF P C C none 5.2(F)(26) Retail Sales < 10,000 SF P P C C none 5.2(F)(27) Retail Sales > 10,000 SF P C IL. C none 5.22(F)(27) Retail with Service P CC L-2: NA first floor, CUP upper floors 5.2(F)(27) Specialty Eating Establishments < 10,000 SF P* P* C* P* *Drive Through by CUP 5.2(F)(28) Vehicle Fuel Sales C C C* L-8 only 5.2(F)(29) Veterinary Facilities C P C C none 5.2 F 31 Residential — Upper Floors P P P P L-2: NA Residential — Street Level C C L-2: NA Residential — Multiple Family C C L-2: NA Residential — Townhouse C none Residential — Single Family C none Industrial PUD L-3: PUD Only Public Buildings or Uses C C C P none Page 328 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section S.2 Use -Specific Standards Subsection (F) Regulations for Commercial Uses (19) Offices (Commercial) In the CCD, F-1 sub -district, the following conditions shall apply: (a) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the document "Embracing Downtown Monticello." (b) Street -level floor planning designed to accommodate use by or conversion to future use as retail land uses. (c) Parking areas shall be situated so as to minimize their exposure to public areas, or shall be landscaped and screened to minimize large expanses of open pavement. (20) Offices (Professional) Including Financial Institutions In the CCD, Professional Offices and Financial Institutions shall include the following: (a) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the document "Embracing Downtown Monticello." (b) Street -level floor planning designed to accommodate use by or conversion to future use as retail land uses. (c) Parking areas shall be situated so as to minimize their exposure to public areas, or shall be landscaped and screened to minimize large expanses of open pavement. (d) Parking supply shall be calculated at the same rate as retail sales. (21) Personal Services (a) In the B-1 district, the following shall apply: (i) Outdoor lighting shall be restricted to be consistent with the hours of operation, within one half hour of open and close times. (ii) Hours of operation shall be limited to 6:00 a.m. to 9:00 p.m. (b) Establishments engaged in dry cleaning shall be held to the following requirements: (i) Dry cleaning processing shall be restricted to the B-4 district. City of Monticello Zoning Ordinance Page 351 City Council Agenda: 08/13/2018 2L. Consideration of approving a contract with Pole Painting Plus of Monticello for the 2018 Traffic Signal Painting Proiect in the amount of $21,400 (TM) A. REFERENCE AND BACKGROUND: Council is asked to consider accepting bids and awarding a contract for the 2018 Stoplight Painting Project. The structures included in the quote for this year's project are located at: • Broadway & Ferning Avenue • Ferning Avenue & 7th Street • Ferning Avenue & Chelsea Road The product specifications for the project will be an epoxy coating from Sherwin Williams in the color of Mississippi Bronze to match the new stoplights at the intersection of TH 25 & Broadway and TH 25 & 7th Street. It is very essential to paint and maintain these structures to prevent rusting through the metal. Without maintenance, the structures would corrode and need to be replaced which would be too cost prohibitive. Public Works contacted the following companies for quotes: • Aerial Painting Inc. of St. Paul, MN. This company has previously painted stoplights in Monticello but they stated they were too busy this year so did not submit a quote. OLS Restoration of Maple Grove, MN. This company did not submit a quote. Pole Painting Plus of Monticello, MN. This company has painted the stoplights in Monticello for the past two years, and they submitted a quote for $21,400. Al. Budget Impact: In preparation for this project, appropriate funds were placed in the 2018 Street Department Budget for stoplight maintenance. A2. Staff Workload Impact: The contractor is estimating the project will take approximately three weeks starting in late -August. A City inspector will do periodic inspections on the job site. A3. Strategic Plan Impact: Build a Connected Community: Repainting of the stoplight light poles in the Mississippi Bronze color will enhance the aesthetics of the downtown corridor and create a cohesive appearance in the community. Support a Vibrant Economy: Well-maintained stoplight poles illuminate the downtown corridor and provide a welcoming atmosphere to downtown shoppers and businesses. B. ALTERNATIVE ACTIONS: 1. Motion to accept quote and award contract to Pole Painting Plus of Monticello, MN based on their quote of $21,400. 2. Motion to deny awarding a contract for the project at this time. C. STAFF RECOMMENDATION: City staff recommends awarding a contract to Pole Painting Plus for the 2018 Stoplight Painting Project as outlined in Alternative #1. The Public Works and Engineering City Council Agenda: 08/13/2018 Departments will be inspecting the project to see that the contractor adheres to the plans and specifications. D. SUPPORTING DATA: A. Quote from Pole Painting Plus B. Project Map 2 Pole Painlinfltm' 7474 Jason Ave NE Monticello MN 55362 Name/Address Monticello Tom Moores Monticello Public Works 909 Golf Course Road Monticello, MN 55362 Item Intersections/traffic signals Intersections/traffic signals Intersections/traffic signals Estimate Date 7/10/2018 Estimate # 1180 P.O. # Description Qty Rate Total Broadway & Fenning Ave (Cty 18) 6,300.00 6,300.00 Fenning Ave&7th Street 7,800.00 7,800.00 Fenning Ave&Chelsea Rd 7,300.00 7,300.00 Total 1 $21,400.00 Stoplight Locations June 18, 2018 City Boundary Bryan Pinman CMoncn. orllo tice 1 inch = 376 feet Map Powered by DataLmk from WSB & Associates City Council Agenda: 08/13/2018 2M. Consideration of approving a contract with Pole Painting Plus of Monticello for the 2018 Streetscape Painting Proiect in the amount of $10,975 (TM) A. REFERENCE AND BACKGROUND: Council is asked to consider accepting a quote and awarding a contract for the 2018 Streetscape Painting Project. The project consists of repainting streetlights and decorative bridge railings located on Broadway between Locust and Cedar, Walnut Street between Broadway and 3rd, and railings at the corner of TH 25 and School Boulevard. The product specifications for the project will be an epoxy coating from Sherwin Williams in the color of Mississippi Bronze to match the new stoplights at the intersection of TH 25 & Broadway and TH 25 & 7th Street. It is very essential to paint and maintain these structures to prevent rusting through the metal and by painting these poles and railings with the Mississippi Bronze it adds to the process of transitioning the lighting system to Mississippi Bronze. Without maintenance, the structures would corrode and need to be replaced which would be too cost prohibitive. Public Works contacted the following companies for quotes: • Aerial Painting Inc. of St. Paul, MN. This company has previously painted stoplights in Monticello but they stated they were too busy this year so did not submit a quote. OLS Restoration of Maple Grove, MN. This company submitted a quote for painting the poles only for $6,400 but did not include the railings. We have requested a revision to their quote to include the railings but to date we have not received it. Pole Painting Plus of Monticello, MN. This company has painted the stoplights in Monticello for the past two years, and they submitted a quote for $10,975. Al. Budget Impact: In preparation for this project, appropriate funds were placed in the 2018 Street Department Budget for streetlight maintenance. A2. Staff Workload Impact: The contractor is estimating the project will take approximately three weeks starting mid-September. A City inspector will do periodic inspections on the job site. A3. Strategic Plan Impact: Build a Connected Community: Repainting of the streetscape light poles and decorative bridge railings to match the stoplight poles in the Mississippi Bronze color will enhance the aesthetics of the downtown corridor and create a cohesive appearance in the community. Support a Vibrant Economy: The decorative streetscape lighting and bridge railings provide a welcoming atmosphere to downtown shoppers and businesses. City Council Agenda: 08/13/2018 B. ALTERNATIVE ACTIONS: 1. Motion to accept quote and award contract to Pole Painting Plus of Monticello, MN based on their quote of $10,975. 2. Motion to deny awarding a contract for the project at this time. C. STAFF RECOMMENDATION: City staff recommends awarding a contract to Pole Painting Plus for the 2018 Streetscape Painting Project as outlined in Alternative #1. The Public Works and Engineering Departments will be inspecting the project to see that the contractor adheres to the plans and specifications. D. SUPPORTING DATA: A. Quote from Pole Painting Plus B. 2018 Project Map C. Picture of lights and railings 2 Pole Painlinrl'uv'! 7474 Jason Ave NE Monticello MN 55362 Name/ Address Monticello Tom Moores Monticello Public Works 909 Golf Course Road Monticello, MN 55362 Item Light Poles mist painting Estimate Streetscape light poles Bridge railings Description Date 5/23/2018 Estimate # 1169 F.O. # Qty Rate Total 38 200.00 7,600.00 27 125A0 3,375.00 Total 1 $14,975.00 � CITY OF �4QC�C�4�C�apC� �OC�a4 dOC�Q400a� == =-�� Monticello — O O O y - ' o `S• Xh r O t.. fw � '..IJ• '� 4.45.- C) �t�LLrCx t,�'sfrr:n LM _ ... _ . _ \x,�,�� tip �:.'{JRc2Y� • r_'.+�.J�� J � �• S •. � �� A � �f/� in _ .. sl� 1 K�h i ' •_ '� ,k. • ^,... r.' : r x� FN!, fir• '.Y ..,, � - ..• ✓ L ett f +l �. - ' - � - M1> ��"F .--'t:'e�� , 4- � .+.��4:��Q.'rsa��rC - - _ `"- ".•�•� ._"'��ae�-.-.s-�� .�i' 0. 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The contractor will furnish all labor, materials, permits, traffic control and equipment to perform all work necessary and incidental to the completion of the project. The project consists of repainting the streetscape poles on Broadway between Locust Street and Cedar Street, and Walnut Street between Broadway and 3rd Street, as well as the bridge railings at School Boulevard and CSAH 25. Materials: 1. Paint: a. Sherwin Williams Mississippi Bronze COROTHANE I HS Aliphatic Finish Coat b. Sherwin Williams MACROPDXY 646 Fast Cure Epoxy Rust Removal: 1. The surface must be cleaned of all loose and flaking rust and paint. Please contact the following person or department for more information or to request specifications for the project: Name: Tom Moores Department: Street Phone and/or Cell: 763-271-3277 (office) 612-685-1098 (cell) Email: tom.moores@ci.monticello.mn.us To submit an RFQ or quote, the submission should be sealed and plainly marked with the project name on the sealed envelope. Quotes may be dropped off or mailed to the following address: Monticello Public Works Attn: Tom Moores 909 Golf Course Road Monticello, MN 55362 Quotes are due by: 2:30pm, Monday, June 4th City of Monticello REQUEST FOR QUOTES (RFQ) Painting Streetscape Light Poles and Bridge Railings for the City of Monticello NOTES The City of Monticello reserves the right to reject any or all quotes, to waive technical specifications or deficiencies, and to accept any quote it may deem is in the best interest of the City. The Contractor must comply with all local and State laws, rules, and regulations; provide their state contractor licensing information, and provide proof of other licenses or certifications that might be required as a condition of the project. Contractor will be required to meet the insurance specifications as needed for the project and as required by law. It shall be the responsibility of the Contractor to supply all necessary tools, supplies and equipment to perform the work as requested. Any prime contractor or subcontractor that does not meet the minimum criteria established for a "responsible contractor" as defined in Minn. Stat. § 16C.285, subd. 3, or fails to verify that it meets those criteria is not a responsible contractor and is not eligible to be awarded a construction contract for the Project or to perform work on the Project. Responding contractors shall submit to the City a signed statement under oath by an owner or officer verifying compliance with each of the minimum criteria in Minn. Stat. § 16C.285, subd. 3. at the time that it responds to this solicitation document. A prime contractor shall submit to the City, upon request, copies of the signed verifications of compliance from all subcontractors. A false statement under oath verifying compliance with any of the minimum criteria shall make the prime contractor or subcontractor that makes the false statement ineligible to be awarded a construction project and may result in termination of a contract awarded to a prime contractor or subcontractor that submits a false statement. The Contractor shall invoice the City within 30 days of the completed project at the rates agreed to in the contract. The City shall make payment within 35 days of receipt of invoice unless other terms are written in the contract. The City of Monticello shall retain the right to terminate the contract with seven (7) days notice should the Contractor fail to perform work in a professional manner or perform the work within the demands and time constraints established by the City of Monticello. Failure to maintain necessary licenses and/or insurance coverage is grounds for termination of the Contract. The contract could be terminated upon mutual agreement between the Owner and the Contractor, provided that at least 30 days notice is given by either party prior to termination. The contract may be terminated by the City at any time upon discovery by the City that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn. Stat. § 16C.285, subd. 3. Contractor will be required to indemnify the City against all suits, claims, judgments, awards, loss, cost or expense (including attorney's fees without limitation) arising in any way out of the Contractor's performance or non-performance of its obligations under the Service Contract. Contractor will defend all such actions with counsel satisfactory to Owner at its own expense, including attorney's fees, and will satisfy any judgment rendered against Owner in such action. City Council Agenda: 08/13/2018 2N. Consideration of aDOroving Change Order No. 2 for the Fallon Avenue Overuass Proiect, Citv Proiect No. 16CO06 (SB) A. REFERENCE AND BACKGROUND: Storm sewer revisions for the project have resulted in a reduction to the contract in the amount of $104,703.91. During negotiations with the Bluff's apartments, after the project was awarded, it was agreed to relocate the existing drainage swale adjacent to the property instead of filling in the swale and installing a 60 -inch storm sewer pipe. The project plans and construction contract included installing the 60 -inch storm sewer pipe in order to obtain the actual costs to present to the Bluff s to determine if the drainage would be accommodated with a storm sewer pipe or drainage swale within the acquired easement. As a result, other design modifications were made to accommodate the swale inlet and outlet pipes, infiltration area and other storm sewer revisions. MnDOT and the contractor have concurred with these revisions. Al. Budget Impact: The total cost decrease for Change Order No. 2 is $104,703.91. A2. Staff Workload Impact: Staff workload impact is included with management of the project. B. ALTERNATIVE ACTIONS: 1. Consideration of approving Change Order No. 2 for the Fallon Avenue Overpass Project, City Project No. 16C006, for the Fallon Avenue Overpass Project, City Project No. 16CO06 C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: • Change Order No. 2 m1 STATE AID FOR LOCAL TRANSPORTATION Rev. February 2018 AR TRANSPORIARIA iION OP CHANGE ORDER 222-101-009, SP(s) 222-104-002, MN Project No.: STPF 8618 (194) Change Order No. 2 222-113-003, 222-116-001 778Project Location Fallon Avenue and TH 94 in Monticello, MN Local Agency City of Monticello Local Project No. CP16CO06 Contractor Eureka Construction Contract No. Address/City/State/Zip 20141 Icenic Trail, Lakeville, MN 55044 Total Change Order Amount $ - $104,703.91 In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the work as altered by the following provisions. The Engineer and the Contractor, in concurrence with MnDOT, have agreed to modify the storm sewer design to more efficiently manage the drainage on the site due to local site changes encountered during construction. The 60" RC Pipe has been removed in areas, and a swale has instead been created to carry the flow of water through a portion of the site. This modification also made it necessary to increase the pipe diameter for infiltration in Drainage System 3. The design change also made it necessary to modify other quantities to account for the design modification. The Engineer has determined that this proposal is beneficial to the Contractor and the Owner, and will allow the Contractor to complete the work in a safer environment for the workers and the public. This plan modification falls within the definition of significant changes to the character of the work 1402.3(1), and therefore the contractor is entitled additional compensation. There will be no contract time adjustment made to the contract for this contract change. This Change Order covers the known and anticipated costs. It also covers the contract time adjustment attributed to the work covered by this Change Order. If the Contractor incurs unknown and unanticipated additional work that affects costs or impacts the critical path, the Contractor reserves the right to request an adjustment to the Contract amount or contract time in accordance with MnDOT 1402. Group/funding Item No. Description Unit Unit Price + or — Quant + or— r—Category Category Amount $ itY Group 5 2105.507 Common Excavation CY $22.00 778 $17,116.00 Group 5 2105.507 Channel and Pond Excavation CY $7.60 -950 -$7,220.00 Group 6 2105.604 Polyethylene Sheet SQ YD $14.00 -150 -$2,100.00 Group 6 2501.502 15" RC Pipe Apron EACH $868.00 -1 -$868.00 Group 6 2501.502 42" RC Pipe Apron EACH $2,210.00 -2 -$4,420.00 Group 6 2501.503 42" RC Pipe Culvert LF $135.00 -205 - $27,675.00 Group 6 2501.602 Trash Guard for 42" Pipe Apron EACH $1545.00 -2 -$3,090.00 Group 6 24" Storm Sewer Modification to 30" RCP LS $4,869.46 1 $4,869.46 Group 6 2503.503 15" RC Pipe Sewer Des 3006 CL V LF $44.00 -70 -$3,080.00 Group 6 2503.503 24" RC Pipe Sewer Des 3006 CL II LF $60.50 -203 - $12,281.50 Group 6 2503.503 24" RC Pipe Sewer Des 3006 CL III LF $70.50 -162 - $11,421.00 Group 6 2503.503 24" RC Pipe Sewer Des 3006 CL IV LF $81.00 -18 -$1,458.00 Page 1 of 2 m1 STATE AID FOR LOCAL TRANSPORTATION Rev. February 2018 AR TRANSPORIARIA iION OP CHANGE ORDER 222-101-009, SP(s) 222-104-002, MN Project No.: STPF 8618 (194) Change Order No. 2 222-113-003, 222-116-001 Group 6 2503.503 36" RC Pipe Sewer Des 3006 CL II, III, IV LF $120.00 383 $45,960.00 Group 6 2503.503 60" RC Pipe Sewer Des 3006 CL IV LF $292.00 -801 - $233,892.00 Group 6 2503.503 60" RC Pipe Sewer Des 3006 CL IV LF $350.00 389 $136,150.00 Group 6 2506.502 Construct Drainage Structure Design EACH $1070.00 2 $2,140.00 Special 1 Group 6 2506.502 Casting Assembly EACH $611.00 2 $1,222.00 Group 6 2511.504 Geotextile Filter Type 4 SQ YD $6.60 -75 -$495.00 Group 6 2511.507 Random Riprap Class IV CU YD $118.00 -34 -$4,012.00 Group 6 2554.502 Guide Post Type B EACH $50.00 -3 -$150.00 Group 5 2574.507 Common Topsoil Borrow CU YD $0.01 113 $1.13 Net Change This Change Order - $104,703.91 "Group/funding category is required for federal aid projects ( X ) Is NOT changed I ( ) May be revised as provided in MnDOT Specification 1806 ( ) Is Increased by Working Days ( ) Is Increased by Calendar Days ( ) Is Decreased by Working Days ( ) Is Decreased by Calendar Days Approved by Project Engineer: Date: Print Name: Phone: Approved by Contractor: Date: Print Name: Phone: Approved by City of Monticello: Date: Print Name: Phone: DSAE Portion: The State of Minnesota is not a participant in this contract. Signature by the District State Aid Engineer is for FUNDING PURPOSES ONLY and for compliance with State and Federal Aid Rules/Policy. Eligibility does not guarantee funds will be available. This work is eligible for: Federal Funding State Aid Funding Local funds District State Aid Engineer: Page 2of2 Date: City Council Agenda: 08/13/2018 20. Consideration of adopting Resolution 2018-70 accepting improvements and authorizing final payment of $163,184.91 to Michels Power for the Fibernet Facility Relocation for the Fallon Avenue Overpass Proiect (JO/SB) A. REFERENCE AND BACKGROUND: This project included relocating FiberNet facilities for the construction of the Fallon Avenue Overpass project. FiberNet facilities, consisting of an existing LCP cabinet and vault were located in the center of the proposed roundabouts center island and driving lanes at the intersections of Chelsea Road and Fallon Avenue and 7th Street and Washington Street. As a result, relocation of these facilities including associated, pedestals, handholes, fiber lines, etc. was required. Construction began in May 2018 and was complete in July 2017. The contractor is requesting final payment at this time in the amount of $163,184.91. The final payment request represents the final quantities completed on the contract as inspected by Arvig. The original contract amount totaled $150,564.91. Two changes in the field resulted in additional costs to the project totaling $12,620.00. The first change order totaled $5,780.00 for furnishing 6,000 feet of 1-1/4" conduit and installing 3 ducts instead of 1 duct and installing one additional vault. The second change order was for $6,840.00 which included locating existing fiber lines, removal of additional fiber lines and extra costs for excavating over depth ducts and connections. During the design process, Arvig indicated the scope of work was an estimate and may need to be adjusted in the field and is the reason these change orders occurred. These changes were recommended by Arvig and approved administratively at the time these items occurred. Typically change orders are presented to Council for approval, but often it is after the fact so that the construction work is not delayed. The costs were relatively low and the project was completed in a short period of time, therefore the final costs with change orders are being presented at this time. The following paperwork has yet to be submitted by the contractor for final payment to be released: 1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC 134 forms). 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers). 3. Consent of Surety to Final Payment certification from the contractor's surety. 4. One-year warranty bond. It should be noted that the maintenance bond will start and extend two years from the date of final acceptance by the Council. Therefore the two-year maintenance bond will expire on August 13, 2020. Al. Budget Impact: The final payment due to Michels Power is $163,184.91. City Council Agenda: 08/13/2018 The total project cost totals approximately $210,000 which includes $163,184.91 for construction, plus other costs that were identified by Arvig when the project was awarded on April 23, 2018. These costs included $22,724 for the Calix equipment for PON for the electronics component of the system and Arvig soft costs totaling $23,820. Per Arvig, their soft costs for "a technician to install the PON equipment is estimated at $2,800. The cost to project for Outside Plant and Combo Technician(s) is estimated at $17,000.00. This includes continuation of service to current customers, checking in at the project, locating, tending to the exposed fiber, cutting over and overall safeguarding of FiberNet plant. Arvig engineering, inspection, and planning is estimated at $4,020.00." Arvig's soft costs total $23,820. Mark Birkholz noted that the project is complete and the majority of expenses are noted above, but final costs for Arvig services and equipment is has not been completed. Below is a summary of previous information provided to Council related to the projects costs. Arvig Capital Budget Estimate 2018 - $140,000 March 26, 2018: Council authorized bidding the project. The agenda report noted that Arvig's original construction cost estimate was $100,000 and that the estimated construction costs is now between $110,000 and $160,000. With calix equipment and Arvig's soft costs, the total project cost was estimated between $160,000 and $210,000. April 23, 2018: Council awarded contract to Michels Powers for $150,564.91. With calix equipment and Arvig's soft costs, the total project cost was estimated at $200,000, with no construction contingency. These costs did not include approximately 55 hours of City engineering technician and consulting City engineer time(under retainer) to coordinate with Arvig and prepare bid documents. The total estimated project cost at this time is $210,000 and is within the range of costs presented to Council previously. The Fiber Optics (FiberNet) Fund has a sufficient reserve fund balance to accommodate the expenditure. A2. Staff Workload Impact: City staff time was spent coordinating with Arvig as needed. Construction inspection f the project was completed by Arvig. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2018-70 accepting improvements and authorizing final payment of $163,184.91 to Michels Power, contingent on final paperwork submitted, for the Fibernet Facility Relocation for the Fallon Avenue Overpass Project. 2. Motion to deny adoption of Resolution 2018-70 at this time. 2 City Council Agenda: 08/13/2018 C. STAFF RECOMMENDATION: City staff recommends Alternative 1. D. SUPPORTING DATA: A. Resolution 2018-70 B. Michels Power final invoice C. Project Estimate Identified in 2018 Budget CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-70 RESOLUTION ACCEPTING IMPROVEMENTS AND APPROVING FINAL PAYMENT TO MICHELS POWER FOR THE FIBERNET FACILITY RELOCATION FOR THE FALLON AVENUE OVERPASS PROJECT WHEREAS, pursuant to a written contract with the City of Monticello, on April 23, 2018, Michels Power, was awarded, by low bid, for the FiberNet Facility Relocation for the Fallon Avenue Overpass Project; NOW THEREFORE, BE IT RESOL VED BY THE CITY OF MONTICELLO, MINNESOTA that the work completed under said contract is hereby accepted and approved and that the Mayor and City Clerk are hereby directed to issue a proper order for the final payment on such contract subject to receipt of the following: 1) Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC 134); 2) Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers); 3) Consent of Surety to Final Payment certification from the contractor's surety; 4) Two year maintenance bond to extend two years from the date of acceptance of the project by the City Council. ADOPTED BY the Monticello City Council this 13th day of August, 2018. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk 14450 Northdale Blvd Rogers, MN 55374 POWER Mlrr.', City of Monticello 505 Walnut St Suite 1 Monticello MN 55362 Invoice Date Invoice # 7/20/2018 283499 Project FIBERNET FACILITY RELOCATION FOR THE FALLON AVE OVERPASS MICHELS CREWS Customer # PO Number Terms Due Date Job Number Customer Representative Net 30 8/19/2018 187627 RYAN MELHOUSE Item Description Quantity Rate Amount MISC ORIGINAL BID AMOUNT 1 150,564.91 150,564.91 MISC CHANGE ORDER #1 CONDUIT AND ONE ADDITIONAL 1 5,780.00 5,780.00 VAULT MISC CHANGE ORDER #2 ADDITONAL WORK 1 6,840.00 6,840.00 Send Remittance to: Michels Corporation PO Box 95 Brownsville, WI 53006-0095 Any questions contact Karen Back 763-428-3554 Thank you for your business. Total $163,184.91 HE/CO Equipment Drops CPE Equipment Video Transition Total UN -Budgeted: Road Jobs - Fallon Ave Total CAPEX FiberNet Capital Expense Budget 2018 Budget 12,500 35,800 47,425 37,500 133,225 140,000 $ 273,225 Note: Fallon is expected in the 100,000 to 125,000 range, reminder is for other unplanned road jobs. Financial Projections Version Four.one FIBERnet 1---.. a',g Projected Revenue Expenses: Cash flow from Operations Management Fee: Adjusted EBITDA Management Fee: Capital Expense: City Cash Flow Unbudgeted CapEx - Road Jobs 2018 $ 1,914,473 Subscriber COGS 846,228 Fixed Cost 686,058 $ 382,187 Fixed 159,135 $ 223,052 Incentive - 50% 99,026 (133,224) (9,198) (140,000) City Council Agenda: 08/13/2018 3A. PUBLIC HEARING: Consideration of approving Resolution 2018-72 adopting a Capital Improvement Plan and providing preliminary approval for the issuance of bonds thereunder. (WO) A. REFERENCE AND BACKGROUND: The firehall must be included in a council -adopted capital improvement plan to qualify for bond issuance financing. This is a statutory requirement. The plan can be amended annually. A public hearing is required for plan adoption and amendment and to authorize the issuance of any bonds under the plan. The public hearing must be published at least 14 days prior to the hearing. Once approved by the council, issuance of the bonds is subject to reverse referendum. An election is required for the issuance of the bonds if a petition signed by the voters equal to at least 5% of the votes in the last municipal general election is filed with the city clerk within 30 days after the public hearing. The petition would require 308 signatures (6,161 x 5%). Date Activity 7/23/2018 Call for public hearing 7/30/2018 Publish notice of public hearing 8/13/2018 Public hearing date 9/12/2018 End of 30 -day petition period A representative of Northland Securities will be present at the meeting. If no members of the public attend to speak on this item, this should be a short public hearing. B. ALTERNATIVE ACTIONS: 1. Motion to approve Resolution 2018-72 adopting a capital improvement plan and providing preliminary approval for issuance of bonds thereunder. 2. Motion to deny approval of Resolution 2018-72 adopting a capital improvement plan and providing preliminary approval for issuance of bonds thereunder. 3. Other C. STAFF RECOMMENDATION: City staff recommends alternative 1. D. SUPPORTING DATA: A. Resolution 2018-72 B. Five Year Capital Improvement Plan CITY OF MONTICELLO, MINNESOTA RESOLUTION NO. 2018-72 ADOPTING A CAPITAL IMPROVEMENT PLAN AND PROVIDING PRELIMINARY APPROVAL FOR THE ISSUANCE OF BONDS THEREUNDER WHEREAS, pursuant to Minnesota Statutes, Section 475.521 (the "Act"), cities are authorized to adopt a capital improvement plan and carry out programs for the financing of capital improvements; and WHEREAS, the City of Monticello, Minnesota (the "City"), has caused to be prepared a Capital Improvement Plan for the years 2018 through 2023 (the "Plan"); and WHEREAS, on the date hereof, the City Council of the City (the "Council") has conducted a duly noticed public hearing regarding adoption of the Plan pursuant to the requirements of the Act and the issuance of general obligation bonds thereunder in a maximum principal amount of $5,600,000; and WHEREAS, in considering the Plan, the Council has considered: 1. the condition of the City's existing infrastructure, including the projected need for repair and replacement; 2. the likely demand for the improvement; 3. the estimated cost of the improvement; 4. the available public resources; 5. the level of overlapping debt in the City; 6. the relative benefits and costs of alternative uses of the funds; 7. operating costs of the proposed improvements; and 8. alternatives for providing services more efficiently through shared facilities with other local government units. BE IT RESOLVED by the City Council of the City of Monticello, Wright County, Minnesota (the "City"), as follows: 1. The Plan is hereby approved. 2. City staff are hereby authorized to do all other things and take all other actions as may be necessary or appropriate to carry out the Plan in accordance with any applicable laws and regulations. 3. The City gives preliminary approval to the issuance of the bonds in the maximum principal amount of $5,600,000, provided that if a petition requesting a vote on issuance of the bonds, signed by voters equal to five percent of the votes cast in the last general election, is filed 532390v1 MINI NM190-158 1 with City Clerk by September 12, 2018, the City may issue the bonds only after obtaining approval of a majority of voters voting on the question at an election. Adopted this 13th day of August, 2018. Mayor City Clerk 532390v1 MINI NM190-158 2 2018 through 2023 Five -Year Capital Improvement Plan for the City of Monticello, Minnesota Adopted August 13, 2018 532013v2 MNI MN190-158 CITY OF MONTICELLO FIVE-YEAR CAPITAL IMPROVEMENT PLAN 2018 THROUGH 2023 L INTRODUCTION In 2003, the Minnesota State Legislature adopted a statute that generally exempts city and town general obligation bonds issued under a capital improvement plan from the referendum requirements usually required for city halls, public works, public safety facilities and libraries. The statute on general obligation capital improvement plan bonds is Minnesota Statutes, Section 475.521 (the "Act"). II. PURPOSE Under the Act, a capital improvement is a major expenditure of City funds for the acquisition or betterment to public lands, buildings, or other improvements used as a city hall, town hall, library, public safety, or public works facility, which has a useful life of five years or more. Under the Act, capital improvements do not include light rail transit or related activities, parks, roadibridges, administrative buildings other than a city hall or town hall, or land for those facilities. A Capital Improvement Plan ("CII'" or "Plan") is a document designed to anticipate capital improvement expenditures and schedule them over a five-year period so that they may be purchased in the most efficient and cost effective method possible. A CIP allows the matching of expenditures with anticipated income. As potential expenditures are reviewed, the City considers the benefits, costs, alternatives and impact on operating expenditures. Before issuing bonds under a CIP, the City must hold a public hearing on the CIP and the proposed bonds, and must then approve the CIP and authorize the issuance of the bonds by at least a 3/5 majority. If a petition signed by voters equal to at least 5 percent of the votes cast in the last general City election requesting a vote on the issuance of bonds is received by the municipal clerk within 30 days after the public hearing, then the bonds may not be issued unless approved by the voters at an election. The statute has established certain criteria that must be considered for each project to be undertaken pursuant to this Plan (the "Project"). These criteria are: Condition of the City's existing infrastructure and projected need for repair or replacement 2. Demand for the improvement 3. Cost of the improvement 532013v2 MNI MN190-158 4. Availability of public resources 5. Level of overlapping debt 6. Cost/benefits of alternative uses of funds 7. Operating costs of the proposed improvements 8. Alternatives for providing services most efficiently through shared facilities with other municipalities or local governments The Plan is designed to be updated on an annual basis. In this manner, it becomes an ongoing fiscal planning tool that continually anticipates future capital expenditures and funding sources. III. PLAN SUMMARY This Plan is intended to describe and analyze the need for the Project in accordance with the Act. The City may modify this Plan from year to year as authorized by the Act. Following is a summary of estimated expenditures for the Project: 2018 Expenditures None anticipated at this time. 2019 Expenditures The City intends to construct a multi -bay fire hall facility. The estimated cost for this Project is $5,600,000. The Project is to be financed through bond proceeds. 2020 Expenditures None anticipated at this time. 2021 Expenditures None anticipated at this time. 2022 Expenditures None anticipated at this time. 2023 Expenditures None anticipated at this time. 2 532013v2 MNI MN190-158 Analvsis The City has analyzed the eight points required by the Act for the Project on an individual basis and as a whole. The findings are as follows: 1. Conditions of City Infrastructure, Including the Projected Need for Repair or Replacement and Need for the Project The existing facility is outdated and too small to meet existing needs. 2. Likely Demand for the Project The Project will enhance the fire department's ability to deploy vehicles in a safe, efficient, and timely manner with the addition of a new multi -bay fire hall facility. The Project will also allow the City to provide for additional room for meetings and gatherings. 3. Estimated Cost of the Project The estimated cost, including architectural/engineering, contingency, legal and bonding, of the 2019 Project (the only Project for which bond authorization is requested) is $5,600,000. 4. Available Public Resources The City does not have sufficient cash reserves on hand to finance construction of the Project without issuing bonds. 5. Level of Overlapping Debt in the City As of July 2, 2018, the level of overlapping debt in the City is provided in the table below: OVERLAPPING DEBT AS OF 7/2/2018: 2017/2018 2017/2018 Tax Capacity Tax Capacity Value Issuer Value(') in Cit (1) Wright County $156,632,990 $29,528,145 ISD No. 882, 38,892,767 29,528,145 Monticello G) For taxes payable 2018. (2) As of July 2, 2018. Outstanding Percentage General Taxpayer's Applicable Obligaiton Share in Cit (2) Debt(2) of Debt 18.85% $98,115,000 $18,494,678 75.92% 47,085,000 35.746.932 Total Indirect Debt: $54.241.610 6. Relative Benefits and Costs of Alternative Uses of the Funds The proposed Project could potentially be financed through the issuance of lease -revenue bonds. However, both costs of issuance and overall debt service payments would be higher, since lease -revenue bonds are not general obligation debt and are therefore not as attractive to potential purchasers. The issuance of general obligation capital improvement plan bonds represents the most cost-efficient way to finance the proposed Project. 3 532013v2 MNI MN190-158 7. Operating Costs of the Proposed Project Operating costs are expected to be stable or reduced with the proposed improvements. In addition, repairs and maintenance costs are anticipated to decrease due to the new construction. New systems will reduce operating cost and increase efficiency. 8. Alternatives for Providing Services Most Efficiently Through Shared Facilities with Other Municipalities or Local Government Units The current fire hall already provides fire protection to the City as well as neighboring communities, including Monticello Township Silver Creek Township, and will continue to provide Ere protection for these communities. IV. FINANCING THE CAPITAL IMPROVEMENT PLAN The total amount of requested expenditures under the CIP is expected not to exceed $5,600,000. These expenditures are to be funded by the sale of the City's general obligation capital improvement plan bonds in the maximum amount of $5,600,000 in the year 2019 for the Project listed under the 2019 Expenditures. In the financing of the CIP, two statutory limitations apply. Under Minnesota Statutes, Chapter 475, as amended, with few exceptions, a municipality cannot incur debt in excess of 3% of the assessor's Estimated Market Value ("EMV") for the municipality. In the case of a municipality with a population of 2,500 or less, the bonds are not subject to the net debt limits. The City's 2010 Census population was 13,409. Therefore, the proposed general obligation capital improvement plan bonds to be issued in the years 2018 through 2023 would be subject to the debt limit. Another limitation on bonding under the Act is that without referendum, the total amount that can be used for principal and interest in any one year for CIP debt cannot exceed 0.16% of the EMV for the City. The maximum annual principal and interest for the City is $3,139,232.16 ($1,962,020,100 x.0016). Under this CIP the City may issue up to $5,600,000 in general obligation capital improvement plan bonds in the years 2018 through 2023 to finance the Project. If the City were to issue general obligation capital improvement bonds in the maximum principal amount of $5,600,000 for the 2019 Project, the 2019 bond issue would be repaid over a period not to exceed thirty (30) years pursuant to the Act. For preliminary planning purposes, the maximum annual principal and interest payments would be estimated not to exceed $510,000 over 15 years at an average rate of 4.00% per annum. Expected debt service on the proposed bonds for the 2019 Project is within the statutory limits. 4 532013v2 MNI MN190-158 Annual Review of the Capital Improvement Plan The City Council, using the process outlined in this CIP, may review this CIP annually, taking into account proposed expenditures, making priority decisions and seeking funding for those expenditures it deems necessary for the City. If deemed appropriate, the City Council will prepare an update to this CIP. 532013v2 MNI MN190-158 City Council Agenda — 08/13/2018 4A. Consideration of a request for Final Stage Planned Unit Development (PUD), Final Plat and Development Agreement for Carlisle Village 6th Addition, a 73 unit townhome subdivision. Applicant: Carlisle Village, LLC. (NAC) Property: Legal: Outlot A, Carlisle Village 2nd Addition Planning Case Number: 2018-033 A. REFERENCE & BACKGROUND Request(s): Final Stage PUD and final plat for a proposed 73 unit townhome subdivision (Carlisle Village 6th). The 73 townhome units are to be dispersed within 16 buildings (ranging from three to six units) Deadline for Decision: September 7th, 2018 Land Use Designation: Places to Live Zoning Designation: R-2, Single and Two -Family Residence District The purpose of the R-2, Single and Two -Family Residence District is to provide for low to moderate density one and two -unit dwellings and directly related complementary uses. To be noted is that the Carlisle Village Development Stage PUD, approved by the City in 2005, makes a specific allowance for multi -unit townhome buildings. Overlays/Environmental Regulations Applicable: NA Current Site Use: Vacant Surrounding Land Uses: North: Low Density Residential East: Agricultural/Rural Residential (outside of City limits) South: Low Density Residential West: Low Density Residential Project Description: The applicant proposes to develop the subject property, a 10.57 -acre parcel, for 73 townhome units within 16 buildings. City Council Agenda — 08/13/2018 General Requirements: The subject site is currently described as Outlot A of the Carlisle Village 2nd Addition. In this regard, the project being proposed at this time represents the development of an intended phase of the original Carlisle Village project approval. Applications for the Carlisle Village Development Stage PUD and a revised preliminary plat were conditionally approved by the City Council on March 28, 2005. The approved PUD specifically made an allowance for the following changes from the original PUD approval: A. A replat of the of the Carlisle Village subdivision to reflect a slightly smaller development site as well as shallower single-family lots and deeper townhome lots. B. Alternative townhome building designs which provide a lesser degree of roof variation (than the originally approved building design). C. Flexibility from R -IA District building standards. As part of Final Stage PUD and final plat approval, a determination should be made that required conditions of Development Stage PUD approval have been satisfied. Final Plat. After review, City staff have taken the position that the previously approved preliminary plat of Carlisle Village will be honored provided the proposed final plat is substantively consistent with the approved Preliminary. As noted above, both the submitted Plat and PUD plans must show this consistency, otherwise, revised Preliminary Plat and Development Stage PUD approvals are required. In further support of moving forward with a final plat consistent with the approved preliminary plat, the previous developer completed grading, stormwater and utility improvements within the outlot in conformance with the approved Preliminary Plat. The street and lot layout depicted on the Carlisle Village 6th Addition final plat are nearly identical that illustrated upon the approved preliminary plat, with one significant exception. Block 15 is proposed to consist of six unit lots, whereas the approved preliminary plat provides for five units. The original project was approved for a total of 72 units — the proposed final plat (with the increased Block 15) shows 73 total units. Apart from this discrepancy, the plat and proposed roadway are consistent with the approvals granted in 2005. The final plat should be revised to draw Block 15 with only the approved five units, spaced equally between the flanking Blocks 14 and 16. In discussion with the applicant, they have indicated agreement with this condition. N City Council Agenda — 08/13/2018 Lot Sizes. Townhome lot sizes upon the final plat drawing range from 5,984 to 11,288 square feet with an average lot measuring 8,747 square feet in area. Such lot sizes are consistent with the previous PUD and plat approval. Setbacks. Within the subject site, the following minimum building setbacks are imposed: From Jason Avenue: 50 feet From plat boundary: 30 feet Front yard: 22 feet Side yard from ROW: 20 feet Between buildings: 20 feet The preceding setbacks are consistent with the previous PUD approval. Townhome Building Plans. As part of the City's approval of the Development Stage PUD (in 2005), an intention of the City was to ensure that the project satisfied the objectives of planned unit development (through high quality design and finish materials). In this regard, the following was recommended by Staff to achieve such PUD objectives: Redesign the townhome buildings to meet a higher standard or architectural quality via the following: A. Vary rooflines and building walls B. Improve building finish materials (more stone and/or brick) C. Emphasize front entry areas D. Recess and de-emphasize garage doors The approved building elevations called for vinyl lap siding on all facades with the exception of brick at the base of front building elevations between garage and entry doors. New townhome building plans have been provided with the Final Stage PUD/final plat application. The building plans are similar in scale and detail to the PUD plans approved for the original PUD. Building materials include vinyl lapped siding, along with vinyl shakes and board/batten treatments. Stone treatment is proposed along the garage door sides. Staff would recommend as a condition of approval that the applicant extend the stone treatment to the bottom portion of the columns on the building ends, as well. This would be consistent with brick treatment on the existing buildings. Gables and other details are similar to those of the approved plans. The 3 City Council Agenda — 08/13/2018 proposed buildings also include gabling with eyebrows on the rear elevation and provide for rear decks. The smaller elevation shown on the proposed plans, Option #2, is not proposed for construction in the Carlisle Village PUD. Consistent with the recent Council action, the plans include masonry fagade treatments between garages and at other building corners, consistent with the original approvals in 2005. Vinyl or resin simulations of brick or stone are not considered consistent with the original approval, and are not proposed under this application. Landscape Plans. As part of the Final Stage PUD application, the applicant has submitted landscape plans for review. Specifically, revised site landscape plan and a foundation planting detail have been provided. The submitted landscape plan differs slightly from the landscape plan approved by the City in 2005: On the 2005 landscape plan, River Birch and Autumn Blaze White Ash are proposed as "street trees" along Gateway Circle. In contrast, the submitted landscape plan (dated 7/9/18) calls for a mixture of Sienna Glen Maple, Common Hackberry and Swamp White Oak trees along the street. This change in species is minor, but an improvement over those originally proposed. The submitted landscape plan calls for more rear yard trees than the 2005 plan. Whereas the 2005 plan calls for only two rear yard trees, a total of 13 rear yard trees are proposed in the current plan, a positive improvement. The arrangement of foundation plantings has been changed slightly to reflect a modified building footprint. Specifically, individual entry vestibules are currently proposed whereas a mixture of shared and individual entrances are depicted on the 2005 landscape plan. This modification is viewed as an insignificant variation from the 2005 approval, and does not significantly affect green space or plant quantities. Grading, Drainage, and Utilities. The City Engineer will comment separately on grading, drainage, and utility services. Recognizing that the PUD was approved in 2005 (13 years ago), it is possible that some stormwater management standards presently exist which were not in place at the time of project approval. In turn, it is possible that application of such standards could impact the plat design. This issue is addressed in the comment letter-- submitted etter=submitted by consulting engineers WSB & Associates. L! City Council Agenda — 08/13/2018 Development Contract The applicant is required to enter into a contract providing for the terms and conditions of site development. The Carlisle Village 6th Addition development agreement outlines the required plans and improvement procedures for the plat. The developer is required to supply letters of credit to guarantee construction of public improvements in conformance to City standard and specifications, as well as letters of credit for grading and landscaping. The contract also provides for the required fees and securities for the development. These include park dedication and trunk area charges. Also included are trunk area charges specific to this area of the community, including the Little Mountain water booster and Meadow Oak lift station. In addition, the required maintenance and management of the stormwater maintenance system is specifically called out. The agreement included for Council action has been reviewed for comment by the developer. B. ALTERNATIVE ACTIONS Motion to adopt Resolution No. CC -2018- , recommending approval of the Final Stage PUD, Final Plat and development contract for Carlisle Village 6th Addition, based on the findings in said resolution, and subject to the conditions as incorporated in Exhibit Z. 2. Motion to deny adoption of Resolution No. CC -2018- , based on findings identified by the City Council. 3. Motion to table action on Resolution No. CC -2018- , subject to additional information from the applicant and/or Staff. C. STAFF RECOMMENDATION The applicant's intent is to implement the townhome phase of the Carlisle Village Development Stage PUD approved by the City in 2005. With the removal of lot 6 from Building (or Block) 15, the proposed Final Stage PUD is considered consistent with the approved 2005 Development Stage PUD. The applicant has also provided for an enhanced landscaping plan over what was approved previously. With this in mind, Staff recommends approval of the Final Stage PUD, final plat and development contract subject to the conditions listed in Exhibit Z. D. SUPPORTING DATA 5 City Council Agenda — 08/13/2018 A. Resolution CC -2018- B. Aerial Site Image C. Applicant Narrative D. Site Plans a. Existing Conditions b. Site Plan c. Grading Plan d. Erosion Control Plan e. Utility Plan f. Sanitary Sewer Plan g. Storm Sewer Plan h. Street Plan i. Landscaping Plan E. Colored Site Plan F. Elevations G. Floor Plans H. Street Lighting Plan I. Final Plat, Carlisle Village 6th Addition J. Approved Preliminary Plat (2005) K. Approved Townhome Building Elevations (2005) L. Engineer's Comment Letter, dated 8/1/18 M. Development Agreement N. Finance Plan Z. Conditions of Approval C City Council Agenda — 08/13/2018 EXHIBIT Z Development Stage PUD Outlot A, Carlisle Village 2nd Addition 1. Lot 6 within Building (or Block) 15 shall be eliminated and all provided development plans be modified to reflect such change. A total of 72 units (rather than the proposed 73) are allowed by the original Preliminary Plat approval. 2. All townhome buildings shall be consistent in design and finish materials with plans provided, to include addition of stone treatment at the column bases, and shall not include front elevation Option #2. 3. If significant townhome building design changes are proposed, the processing of a PUD amendment or adjustment shall be necessary. A determination of "significant design changes" shall be made by the City. 4. The following landscaping -related conditions shall be satisfied: A. All plant sizes shall meet minimum size requirements of the Ordinance. B. The landscape plan shall be modified to reflect the recommended removal of Lot 6 on Building (or Block) 15. 5. Compliance with the terms of the City Engineer's recommendations related to grading, drainage, and utilities in the report dated August 12018. 6. Execution of a Development Agreement which reflects conditions of project approval. 7. Developer is required to amend the Common Interest Community Number 109 (Planned Community) Amended and Restated Declaration of Villas on Gateway recorded on November 16, 2017 as Document No. Al 358235 to include the property to be platted as Carlisle Village 6d' Addition. The above -referenced properties shall follow and adhere to all of the rules and regulations of the Common Interest Community Number 109. 8. 9. Consideration of comments of other City Staff. VA CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-73 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A FINAL PLAT, FINAL PUD (PLANNED UNIT DEVELOPMENT) AND DEVLEOPMENT CONTRACT FOR CARLISLE VILLAGE 6TH ADDITION, A 72 UNIT TOWNHOUSE RESIDENTIAL PROJECT ON PORTIONS OF OUTLOT A, CARLSILE VILLAGE 2ND ADDITION WHEREAS, the applicant has submitted a request for Final Plat and Final PUD, consisting of site and building improvements in the R-2, zoning district; and WHEREAS, the proposed Preliminary Plat and Development Stage Planned Unit Development (PUD) were previously approved in 2005; and WHEREAS, the original developer of the area had made substantial investments in utilities, stormwater, streets, and grading to serve the project area; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of "Places to Live" for the area; and WHEREAS, the uses and layout, with the conditions identified in the staff reports (including a reduction in final unit count from 73 to 72), are consistent with the details and development plans approved at the time of the Preliminary Plat and Development Stage PUD; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the requirements for Final Plat and Final PUD consideration in the Monticello zoning ordinance have been met; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the R-2 zoning district. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by the previously approved land uses and are addressed through standard review and ordinances as adopted. 4. The proposed site and building improvements are consistent with the intent of the Preliminary Plat and Development Stage PUD approvals. 5. The proposed improvements are consistent with the requirements of the zoning ordinance related to PUD. 6. The existing conditions include substantial street, utility, stormwater, and grading improvements consistent with the original Preliminary Plat and Development Stage PUD approval. 7. The site and building improvements meet the intent and requirements of the applicable zoning regulations, pursuant to the conditions identified in Exhibit Z. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Final Plat and Final PUD as submitted, adopting the findings of fact herein, subject to compliance with related codes and regulations for such use, and the following conditions: 1. Lot 6 within Building (or Block) 15 shall be eliminated and all provided development plans be modified to reflect such change. A total of 72 units (rather than the proposed 73) are allowed by the original Preliminary Plat approval. 2. All townhome buildings shall be consistent in design and finish materials with plans provided, to include addition of stone treatment at the column bases, and shall not include front elevation Option #2. 3. If significant townhome building design changes are proposed, the processing of a PUD amendment or adjustment shall be necessary. A determination of "significant design changes" shall be made by the City. 4. The following landscaping -related conditions shall be satisfied: A. All plant sizes shall meet minimum size requirements of the Ordinance. B. The landscape plan shall be modified to reflect the recommended removal of Lot 6 on Building (or Block) 15. 5. Compliance with the terms of the City Engineer's recommendations related to grading, drainage, and utilities in the report dated August 12, 018. 6. Execution of a Development Agreement which reflects conditions of project approval. 7. Developer is required to amend the Common Interest Community Number 109 (Planned Community) Amended and Restated Declaration of Villas on Gateway recorded on November 16, 2017 as Document No. A1358235 to include the property to be platted as Carlisle Village 6ffi Addition. The above -referenced properties shall follow and adhere to all of the rules and regulations of the Common Interest Community Number 109. 8. Consideration of comments of other City Staff. ADOPTED this 13th day of August, 2018, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator Subject Site August g, 2018 City Boundary CITV OF � Monticello Bryan Pittman 1 inch = 376 feet Map Powered by DataLink from WSB &Associates ksambatek Engineering I Surveying I Planning I Environmental Carlisle Village Sixth Addition Project Narrative Location: Gateway Circle Monticello, MN 55362 Currently Carlisle Village 2°d Addition, Outlot A Applicant: Sambatek, Inc. - on behalf of - Carlisle Village, LLC Proposal: This project is to request Final Stage PUD and Final Plat approval of the sixth addition to the Carlisle Village residential subdivision proposed to consist of 73 townhome units (split -entry walkout and full basement). 25 townhome units were platted with the 2"d Addition in 2005 at the northwest corner of Gateway Circle. This project proposes to include construction of the remainder of the Gateway Circle street loop and related infrastructure including sanitary sewer, storm sewer, and water supply lines. Construction will also include the townhome buildings and installation of an irrigation reuse system utilizing the existing retention pond for stormwater reuse. Operations: No change to existing operations, subsequent phase of residential subdivision. Landscapina & Screenina: Tree preservation approved with Preliminary Plat. Site has been mass graded and cleared of trees within the proposed development area. Existing perimeter trees at site boundary to be protected and new landscaping is proposed for each townhome lot. Sianaae: No additional signage is being requested for this proposed addition. Liahtina: Lighting will be in conformance with City of Monticello codes and standards. Adiacent Land Use: Similar residential uses to the north, west, and south. Vacant/undeveloped land to the east that is screened with an existing wooded area. Hazards: We do not anticipate any negative impacts on neighboring properties due to noise, dust, odors, hazards, or lighting. Traffic Impacts: None. CONSULTANT CONTACT LIST: DEVELOPER/OWNER CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE., SUITE 2017 ANOKA, MN 55303 TEL 763-753-6176 CONTACT: ALAN ROESSLER GEOTECHNICAL BRAUN INTERTEC CORPORATION 245 EAST ROSELAWN AVE. ST. PAUL, MN 55117 TEL 651-487-3245 FAX 651-487-1812 CONTACT: JOEL KURPIUS Jul 09, 2018 - 2:19pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C1-TITLE.dwg CIVIL ENGINEER SAM BATE K 12800 WHITEWATER DRIVE, SUITE 300 M I N N ETO N KA, M N 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: PETE MOREAU SURVEYOR SAM BATE K 12800 WHITEWATER DRIVE, SUITE 300 M I N N ETO N KA, M N 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: CRAIG JOHNSON LANDSCAPE ARCHITECT SAM BATE K 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 FAX 763-476-8532 CONTACT: BILL DELANEY Site Development Plans for Carlisle Village Sixth Addition MontMonticello,Minnesota Presented :)y, Carlisle Village, LLC VICINITY MAP NO SCALE 4 C\Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 PROJECT NOTE Minnetonka, MN 55343 763.476.6010 telephone IT IS RECOGNIZED THAT THE DEVELOPER, AND THEIR CONTRACTOR, IS RESPONSIBLE TO 763.476.8532 facsimile DELIVER THE PROJECT ACCORDING TO THE REQUIREMENTS OF THE DEVELOPMENT AGREEMENT. IN THE CASE OF CONFLICTING REQUIREMENTS BETWEEN THE DEVELOPERS Engineering I Surveying I Planning I Environmental AGREEMENT AND THE PROJECT SPECIFICATIONS, PROVIDED BY SAMBATEK, THE DEVELOPMENT AGREEMENT SHALL GOVERN. Client BENCHMARKS CARLISLE 1. THE VERTICAL DATUM IS BASED ON NAVD88. VILLAGE, LLC BENCHMARK #1 TOP NUT OF HYDRANT LOCATED AT THE INTERSECTION OF 86TH ST. NE. & GATEWAY CIRCLE ELEV.=971.59 2850 CUTTERS GROVE AVE. BENCHMARK#2 SUITE 2017 TOP NUT OF HYDRANT LOCATED AT THE INTERSECTION OF BAKKEN ST. & GATEWAY CIRCLE ANOKA, M N 55303 ELEV.=970.20 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN �O Certificatio Qiv I herebycertify that this pl ification or Y report was prepared by� nder my direct supervision and that a duly licensed professional ENGIder the laws of the state of Minnesota. AO Moreau istration No.53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. —SHEET INDEX Summary SHEET DESCRIPTION Designed:JEB Drawn:JEB 01.01 TITLE SHEET Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 C2.01 EXISTING CONDITIONS Revision History C3.01 SITE PLAN C4.01 GRADING PLAN No. Date By Submittal / Revision C5.01 EROSION CONTROL PHASE I C5.02 EROSION CONTROL PHASE II C5.03 EROSION CONTROL DETAILS C6.01 UTILITY PLAN C6.02 SANITARY SEWER & WATERMAIN PLAN & PROFILE C6.03 SANITARY SEWER & WATERMAIN PLAN & PROFILE C7.01 STORM SEWER PLAN & PROFILE C7.02 STORM SEWER PLAN & PROFILE C8.01 STREET PLAN & PROFILE Sheet Title C8.02 STREET PLAN & PROFILE TITLE SHEET L1.01 LANDSCAPE PLAN L1.02 LANDSCAPE DETAILS Sheet No. Revision C1.01 Project No. 21371 � IFES=961.3---' -- 966 - \ \ FES=963.6, \ \ Dp 7 967.4 - I J A OF . All RE -962.0 y )I• /VO 958.0(21"RCP) ' / IS" o/V v - 2 = EDGE OF � EX. STMH D AAILS - - - --- PER PLAN �� _ • -- ----- � � A � � � �� o D X. STMH % -- PER PAN 24.00 L 91.46., \ �EXS.- I PER PLAN D �'0 A---4201 �' 30" ,..,\ \ \ ♦-� `E=-9'1'7' (SW&E) O ® \ \ RE=967.0 \ Sj,�pp RE=966.4 =57.IE960.0(SE) IE 5(SW) .pIE=960.( "" j ♦ \ \ 8„DIPIIE=961.5(SW)l \ I \ Q 9 PN \ S 8" S IE=9 8.3 1 �{ RE=966.0\ i S - ECORD ORA GS RE=96IE=962.2(.2(NW) X06, RE=967.1 � �� IE=963.1(SW) , �DRAINAGE &UTILITY EASEMENT "� _ LISLE VILLAGE PIER ADD. OF CAR \ (BENCH MARK #2 / 2ND ADD. - RE=967.7 IE=956.3(TN11s970.20 ARE=968.8/ NW) IE=956.2(SE)� j �IE=957.0 a \ �FES=981.3 � 0� 15 ""R RE= 1 IE=96 . NW) IE=962.9 E) Q, RE=968.1 / IE=956.6(S&W) , / E-ssss(N) (�. EDGE OF WATER J a o I � 'Ay- A, I g70 LoVI co-- / GAR. f1.. 9)0 EL=971.44 ..� z LOWEST FL �� I / ••/ / RE =969.4 // 4 EL=988 71 I \ IE-957.4(SS 0 974- - EDGE OF WATER- WATER SURFACE ELEVATION 1RF=9 8/ = 961.5 FIELD LOCATED IE=964.0 /� JUNE 25TH, 2018 / ® � 6 9 R=174.0 M -R '68.a POND L=14.74 - 4 ' , , IE9Sa9)'25' 6' I - , -51 s 9 91I 12 p IE=964. (S#) �' RE= 67.7 �i o _ pp IE=963.6(s&w) XI FLS=961.2 a a aRE=968.2 /� 12"RCp 8 6 T H S TR E E T N. E. 00 ® IE=962.8(E) 50.90 / 2E� �. 0 � N000744 � I1 I 1 v / I / 0 BRICR�968.5 DUTLOT A EDS /VERPROS. LINE TO- SAN STUB THE EAST IER 4 PER RECORD04 DRAWINGSBE- qCH MARK #1 / / I TNH=971.59 - a / I BRICK N EDGER / / -968EIR \ 11.1' OVER Z / Z --- // PROP. LINE TO 9,2 I \ � THE EAST 82.50 ) S88' 036"W,�.' nl ] v v / / `S89'39'11 "E 11.00 /� v / rn V 974 / // / / \ \�. PLANTERS THE�O SR PRO - -AL -972 / P. LINE TO I � \ / O \ � � � 972- _ -986- / / L'i0 I I / / _ / / ` 1 oo �� / 9�2- - __ 00 w �- � � �------ �� / � / � ,- 988-- PAY ROUND- I _ / 1 974 7v LO i I --_ - - ��i / -976 � - � �- cl -N 89'50'18"E- 179-.88--- j1) 17 9:88 -- ja986-92jj - _ S77'49 _ --_ E - _PLANTER 0 /9 \ S69-3 /gra- 'S ?,, /L -LA GE ��4 / - -- I Jul 09, 2018 - 2:20pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C2-EXCND.dwg DESCRIPTION OUTLOT A, CARLISLE VILLAGE 2ND ADDITION, WRIGHT COUNTY, MINNESOTA. PROPERTY SUMMARY 1. ADDRESS: NO ASSIGNED ADDRESS - (PID NO.155179000010) 2. THE GROSS AREA OF THE SUBJECT PROPERTY IS 460,621 SQUARE FEET OR 10.5744 ACRES. BENCHMARKS 1. THE VERTICAL DATUM IS BASED ON NAVD88. BENCHMARK #1 TOP NUT OF HYDRANT LOCATED AT THE INTERSECTION OF 86TH ST. NE. & GATEWAY CIRCLE ELEV.=971.59 BENCHMARK #2 TOP NUT OF HYDRANT LOCATED AT THE INTERSECTION OF BAKKEN ST. & GATEWAY CIRCLE ELEV.=970.20 SURVEY NOTES 1. THE BEARING SYSTEM IS BASED ON THE WRIGHT COUNTY COORDINATE SYSTEM, NAD83 (1986 ADJUST). WITH AN ASSUMED BEARING OF N00°24'1511E FOR THE MOST EASTERLY LINE OF OUTLOT A, CARLISLE VILLAGE 2ND ADDITION. 2. A GOPHER STATE ONE CALL (GSOC) REQUEST WAS PLACED ON 06/19/2018 FOR UTILITY LOCATES ON THIS SITE AND ASSIGNED GSOC TICKET NO. 181702378. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. UTILITY SUPPLIERS OFTEN DO NOT RESPOND TO THESE REQUESTS IN THE FIELD BUT MAY PROVIDE MAPS, PLANS, AND DRAWINGS IN LIEU OF PHYSICAL LOCATION. UTILITY INFORMATION SHOWN HEREON IS A COMPILATION OF THE PROVIDED MAP INFORMATION AND THOSE VISIBLE UTILITIES AND MARKED UTILITIES WHICH WERE LOCATED DURING THE SURVEY FIELD WORK. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON ARE IN THE EXACT LOCATION AS INDICATED, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE AVAILABLE INFORMATION. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. PURSUANT TO MS 216.D CONTACT GOPHER STATE ONE CALL AT (651-454-0002) PRIOR TO ANY EXCAVATION. NORTH 0 60 120 SCALE IN FEET &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN Certificatior,�� LO OQ` �O Summary Designed. JEB Drawn. JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project No. 21371 LEGEND CONCRETE SURFACE STORM MANHOLE DD STORM SEWER (D STORM CATCH BASIN D SANITARY SEWER SANITARY MANHOLE I WATERMAIN Z,6- GATE VALVE / HYDRANT UE UNDERGROUND ELECTRIC F' SIGN UT UNDERGROUND TELEPHONE ❑a GAS METER UG UNDERGROUND GAS ST # 999.9 UTI LIT( rVLE OVERHEAD ELECTRICAL WIRE 0 TRANSFORMER %o FIBER OPTIC C/`I CO C IADn nn CT- 17VF1nV r%JJI !•I rA AI n1 IT I LLMIV VV I v rLIAIKI I (AIV rrmf-r 1. r1F111V LIIVI\ rLIV\,L \A/nnn rrkif r VVVVV rLIVI.L CI I ADCn CAIn ccr-rnAl 1 1./'11\LV LIVV JLl.1V1V X \A/r rrmf r ID VV RL rLIVI.L I W lel. 11r u -r L I U fl I �L \A/rTI AAIM VVL 1 LF1 I V U GUY ANCHOR RETAINING WALL © GAS MANHOLE 000000 BLOCK RETAINING WALL ® GAS VALVE ( _ . STONE RETAINING WALL QE ELECTRIC MANHOLE - - - POND /WATER LINE ® ELECTRIC METER FBCH1 BENCH ❑T TELEPHONE PEDESTAL ❑H HAND HOLE © CABLE TV BOX D COMMUNICATIONS VAULT © COMMUNICATIONS MANHOLE BENCHMARK 91 AIR CONDITIONING UNIT p DELINEATION POST ----0 FLAG POLE p GROUND LIGHT v❑ VENT Q TRAFFIC LIGHT M❑ MAILBOX ® BEEHIVE �1 POST INDICATOR VALVE ® WELL ® CURB STOP NORTH 0 60 120 SCALE IN FEET &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN Certificatior,�� LO OQ` �O Summary Designed. JEB Drawn. JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project No. 21371 BITUMINOUS SURFACE CONCRETE SURFACE GRAVELSURFACE Q RESTRICTED ACCESS HANDICAP PARKING STALL ## REGULAR PARKING STALL COUNT J TREE LINE rn A1rDCTC ri IDD UCfI nl 1 IC TDCC V L 1. V V V V J 1 11L L rr-n KIIIFERVUJ TREE SHRUB 999'9 x SPOT ELEVATION -902- CONTOUR ST # 999.9 SOIL BORING NORTH 0 60 120 SCALE IN FEET &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN Certificatior,�� LO OQ` �O Summary Designed. JEB Drawn. JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title EXISTING CONDITIONS Sheet No. Revision C2.01 Project No. 21371 V " s \\ o GAR. f EL.=9; ko II II 1 I � I I / Pc: 16+ s7 I �I 86TH STREET N.E.o h / O w – N BRICK �. cV — O ,, O � � m EDGER _ 0 1.1' OVER PROP. LINE TO- _ THE EAST --- /� N I - — W A 1 TVD II II A J�� II II TYP. I o rn LhII BRICK / EDGER �I > II TYP. BRICK BRICK EDGER II I 11.1' OVER B _ PROP. LINE TO C!1 THE EAST PT: 1 81 '4 _ I — '79 x0 O 13+00 rTl / C Gp MUNII PLANTERS z [ J a 2.0' OVER - r� PROP. LINE TO A C a II THE EAST A TYP. II II F& w III 3 A TYP IIPLAYGROUND I� _— II THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL -WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. _ Jul 09, 2018 - 2:20pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C3-SITE.dwg POND B NWL = 961.3 HWL = 965.0 ?ROPER Toy If �q R�kk SAS q � ND �F 1_16 30' SETBACK I N N _ I A)Mfl \ 7 � I LEGEND PROPOSED EXISTING PROPERTY LIMIT STANDARD DUTY CURB & GUTTER ASPHALT PAVING EASEMENT ------ ---- as BUILDING�� CONCRETE PAVING aJ RETAINING WALL 000000000 WETLAND LIMITS WL CONCRETE SIDEWALK TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW XX KEY NOTE XX DEVELOPMENT SUMMARY AREA GROSS SITE AREA 460,621 SF 10.57 AC LESS OUTLOT A 106,098 SF 2.43 AC LESS OUTLOT B 146,227 SF 3.36 AC LESS R -O -W 68,352 SF 1.57 AC NET SITE AREA 139,944 SF 3.21 AC TOWNHOME ZONING STANDARDS (R-2) NUMBER OF UNITS 73 TOTAL DEVELOPMENT AREA 139,944 SF PROPOSED LOT AREA (AVERAGE) 8,747 SF REQUIRED LOT AREA 7,000 SF MINIMUM LOT SIZE 5,984 SF MAXIMUM LOT SIZE 11,288 SF SETBACKS BUILDING SETBACK FROM BOUNDARY 30 FEET BUILDING SETBACK FROM JASON AVE. 50 FEET FRONT YARD FROM ROW 22 FEET SIDE YARD FROM ROW 20 FEET MIN. SEPARATION BETWEEN BUILDINGS 20 FEET DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IN" CURB. COORDINATE WITH GRADING CONTRACTOR. 4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 6. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 7. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 8. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL PRIVATE DRIVES AS REQUIRED BY CITY. 9. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. KEY NOTES A. BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS B. MODIFIED "D" CURB AND GUTTER &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O Certificatio Q�v I herebycertify that this pl BIT cation or Y report was prepared by# nder my direct supervision and that a duly licensed professional ENGIder the laws of the state of Minnesota. AO Moreau istration No.53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title SITE PLAN Sheet No. Revision NORTH C3901 0 50 100 SCALE IN FEET Project No. 21371 C� �a \ \X. STMH D PER PLAN 4� \ \ ---- D X. STMH PER PLAN 4� / \ EX. 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LINE TO- - -. �� 9 _9E 9.54 v O � J TH EAST / - ��,� = 8 I LU LL 1) c CF, - 3ENCH MARK W 77 ° I RA In (D 'FNH=971. 9 - .0 _ S% / ° CD o I o01 3.3� - / rn 0 c) �� M Ln 9 .53 ,� - I 9 7,. 2 x m 2 1 cH LL 9 9 -- ,. rn rn 7 6 9 I t0 0 g 66 CR 1 rn E c rn .,67.11 I _ �. ao ^� I 967.54 9, ` �9� -- 3 4/ i 0 0 s 0 970.10 -�. 97 -rn 970.4 / BRICK I 0 0 � ' 9' 5- yi- �O 11.1' ROVER 6 ° /+ - �� 3/ \ \ hiE E�sTE To 1 \ .9.0.63 0^� GFg73.9p / 9j 9) ° 975.04 Z 971.00` i 1J 972- '� X 9 9.14971.00 x 70.80 \\_ - 73.40X / 9> ►► y 972.03 ° Q �� o gx�p 971.3 I p _ 97.8 CS o o 13+00 972. 77� 9) v 97 73 1 1 6 7 G I I / o 1 I PLANTERS .9] I.. 0 71.6 Z2t00 \ IU 'OVER _� 0.35 .O R -° -- ^ -- -- 972.59 \s7\ \ PROP. LINE TO � � � oho THE AST `� 2 971.50 GF 973.5p 97 ..60 - - �� 11+00 974 CP� \ ` \ 0 �0 o - - 9 2 _ 976.2 ' -� � , v \ _ --- 3 F B 2 o� - -- - 5 9j4.30 GF u I \ 68.52x o 973.50 _ 916. ° � 61Q968.7x FB �'LAYdOUND - - � � 9j4.30 -- 67.9Q1 „ 970 ►► 9 .20 69.83 913.50 c 1 I 972 ' L- -- 970 44x I �� \ - -- - - _ •974 972 -- - l 971.4 - X78^�g�2 J X969. 6 / / - - X �`/ / i \ 9�4 970.70'9 9I 9 9 � � A i a/ i�--- -- v II -986- i \ PLANTER --- - - - / U _ 1990 \ \ _ I jT�OPRTy Jul 09, 2018 - 2:21pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C4-GRADE.dwg .30 /1',- - 988 LEGEND PROPERTY LIMIT CURB & GUTTER STORM SEWER DRAINTILE BUILDING RETAINING WALL WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS PROPOSED EXISTING - 0-►►� -000 ►►► - LIMITS OF DISTURBANCE GRADING NOTES 902.5 X EOF 902.5 C_ DD DDD DDD 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. WL 902.5 X ST 5 902.5 2. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT" WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS "GUTTER IN" CURB. 3. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6. CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. /eelxij�Xy;l►1[�L1��►[e11►1��:71►[e�Yilley:l�lili■:/_Fy:l��►[K�7►d9��1�►l:l'E COMPANY: Braun Intertec Corporation ADDRESS: 245 East Roselawn Ave., St. Paul, MN 55117 PHONE: 651-487-3245 DATED: April 28, 2003 CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. 8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 11. EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 11.a. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. 11.b. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. 11.c. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY "WASHOUT" OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER. 12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 13. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE "TRENCH BORROW" EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL 1:1 DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). 14. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. TOLERANCES 15.a. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 15.b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 15.c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 15.d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 16. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 17. CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAYBE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "SITE MAP". CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38 02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). F THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. NORTH 0 50 100 SCALE IN FEET &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O Certificatio v I herebycertify that this pl e ification or Y report was prepared by� nder my direct supervision and that a duly licensed professional ENGI der the laws of the state of Minnesota. �O Moreau istration No.53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No. 21371 _ � I FES=9611— 966 — d � ?y. FES=963.6, \ , op 4d � _IGN 7 OF I \ S - - RE=962.0 E7958.0(21°RCP) 0& 7(5) 10 h 'Ib i� Q c/ �6 \ 0o s �L D� EDGE OF ( EX. STMH V CATTAILS rn 4 PER PLAN Q� � �� V OF D X. STMH PER PLAN \ \ I - ` \ EX. STMH D Q \R PLAN RE=966.4 IE=960.0(SE)\ ` �__ IE=960.0(NW) , \ N 1 RE=966.0 RE=966.0 IP2 RE=967.1 IE=963.1(SW) DRAIN A &UTILITY EASEMENT PER P OF CARLISLE VILLAGE 2ND A - - / LEGEND TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES 11\ �x \I- (SEED, MULCH, MATS OR BLANKETS AS S M OUTLINED IN THE SWPPP) 15"R �� V RE= 1ILL. o IE=96 . NW) —� E=962.9 E) —NOTE TO CONTRACTOR �' � I I I � � EDGE OF WATERI, THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL I r i O NI THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, / —� INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, / I y�o SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE \ - - NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE I RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. GAR. FL -_ \ 9> EL=971.44 i Y / / i V I LOWEST FL � - i O I \ —EROSION CONTROL MATERIALS EL=968.7 974 - QUANTITIES EDGE of WATER- j' ; '� �� ITEM UNIT QUANTITY WATER SURFACE ELEVATION n / E 967 01,8 = 961.5 FIELD LOCATED JUNE 25TH, 2018 _ _ SILT FENCE I LINEAR FEET 11248 I I � 6� / SILT DIKE I LINEAR FEET 10 POND I \ / / BIO -ROLL I LINEAR FEET 1500 UNIT 1 I I / / — CONSTRUCTION ENTRANCE _ I / I RE 968 I I i IE=964. (S E) ' / 2R D _DD EE963.6(S&W) �D POND B I \ / /g�$/ INLET PROTECTION DEVICE (IP -1) UNIT 0 tzR�P F 1.2 NWL = 961.3 1132ARE=s68.z/ INLET PROTECTION DEVICE (IP -2) UNIT 7 8 6TH STREET } IE=962.8(E) � 1 �, HWL = 965.0 I �i � l i IE=963.3(W&Ny I I i REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE \ cn I I I T I i /9e� NOTES, LOCATION MAPS, AND STANDARD DETAILS �� \ BRICK i R 968.5/ I II' O �.J TLO 1 � ;��/ / / / I �I / I I EDGE�VER IE=961:BfN� PROJs. LINE TO— - \ TH EASTLO / CO ��/ >_ oftJ 0' � BRICK EDGER I I I -968 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL .THIS QUALITY LEVEL WAS DETERMINED \ / 10 / ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING BRICK I \ 6 I \ / / / / / / / / SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING ED R �O o cP / - - - 1 11.1' OVER 9 ��--------- _91'2 Z/� / / UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE 11.1' O ER TO 2 ' / / CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY PRO\ THE EASTHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). N / / _ _ _ / F THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, O GO 120 INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. _ SCALE IN FEET x -974 r �� °j� PLANTERS — ---- 972 / \THEP UNE TO -"A -------------- -- - L EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE z.o' EAST � - � % / SOIL 972 ��v — —986 / CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN — 988- -�o) / I TEMPORARY CONTROL MEASURES \ —990- I STRIP & STOCKPILE TOPSOIL 1 PLAY ROUND - ROUGH GRADE / SEDIMENT CONTROL / 1 974`j TEMPORARY CONSTRUCTION ROADS _976 — — _ _ _ _ — ` _ — — goo j�N / / ' I / / I FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING �� LANDSCAPING /SEED/ FINAL STABILIZATION / /X �a$o _ _ / �� STORM FACILITIES CARL -IS X0,0 _ _ _ — _ _ I NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE i E cl Jul 09, 2018 - 2:21pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C5-EROS.dwg &,,Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN O Certificatio Q� I herebycertify that this pl �ification or Y report was prepared byl nder my direct supervision and that a duly licensed professional ENGIder the laws of the state of Minnesota. AO Moreau istration No.53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BSB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title EROSION CONTROL PHASE Sheet No. Revision C5.01 Project No. 21371 PROPOSED EXISTING CURB & GUTTER STORM SEWER 0— ►► 0__ D0 DRAINTILE — ►►► III —DDD DDD CONTOUR x-902—__ -_ RAP RIP RAP E OVERFLOW ELEV. X/� �� II�J 900 2.5 SILT FENCE - - -SF- - -SF— SILT DIKE - - -SD- - -SD— LIMITS OF DISTURBANCE SOIL BORINGS ST 5 902.5 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB -BASIN BIO -ROLL INLET PROTECTION DEVICE 1 0 IP -1 INLET PROTECTION DEVICE 2 IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN S B TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES 11\ �x \I- (SEED, MULCH, MATS OR BLANKETS AS S M OUTLINED IN THE SWPPP) 15"R �� V RE= 1ILL. o IE=96 . NW) —� E=962.9 E) —NOTE TO CONTRACTOR �' � I I I � � EDGE OF WATERI, THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL I r i O NI THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, / —� INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, / I y�o SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE \ - - NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE I RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. GAR. FL -_ \ 9> EL=971.44 i Y / / i V I LOWEST FL � - i O I \ —EROSION CONTROL MATERIALS EL=968.7 974 - QUANTITIES EDGE of WATER- j' ; '� �� ITEM UNIT QUANTITY WATER SURFACE ELEVATION n / E 967 01,8 = 961.5 FIELD LOCATED JUNE 25TH, 2018 _ _ SILT FENCE I LINEAR FEET 11248 I I � 6� / SILT DIKE I LINEAR FEET 10 POND I \ / / BIO -ROLL I LINEAR FEET 1500 UNIT 1 I I / / — CONSTRUCTION ENTRANCE _ I / I RE 968 I I i IE=964. (S E) ' / 2R D _DD EE963.6(S&W) �D POND B I \ / /g�$/ INLET PROTECTION DEVICE (IP -1) UNIT 0 tzR�P F 1.2 NWL = 961.3 1132ARE=s68.z/ INLET PROTECTION DEVICE (IP -2) UNIT 7 8 6TH STREET } IE=962.8(E) � 1 �, HWL = 965.0 I �i � l i IE=963.3(W&Ny I I i REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE \ cn I I I T I i /9e� NOTES, LOCATION MAPS, AND STANDARD DETAILS �� \ BRICK i R 968.5/ I II' O �.J TLO 1 � ;��/ / / / I �I / I I EDGE�VER IE=961:BfN� PROJs. LINE TO— - \ TH EASTLO / CO ��/ >_ oftJ 0' � BRICK EDGER I I I -968 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL .THIS QUALITY LEVEL WAS DETERMINED \ / 10 / ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING BRICK I \ 6 I \ / / / / / / / / SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING ED R �O o cP / - - - 1 11.1' OVER 9 ��--------- _91'2 Z/� / / UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE 11.1' O ER TO 2 ' / / CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY PRO\ THE EASTHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). N / / _ _ _ / F THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, O GO 120 INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. _ SCALE IN FEET x -974 r �� °j� PLANTERS — ---- 972 / \THEP UNE TO -"A -------------- -- - L EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE z.o' EAST � - � % / SOIL 972 ��v — —986 / CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN — 988- -�o) / I TEMPORARY CONTROL MEASURES \ —990- I STRIP & STOCKPILE TOPSOIL 1 PLAY ROUND - ROUGH GRADE / SEDIMENT CONTROL / 1 974`j TEMPORARY CONSTRUCTION ROADS _976 — — _ _ _ _ — ` _ — — goo j�N / / ' I / / I FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING �� LANDSCAPING /SEED/ FINAL STABILIZATION / /X �a$o _ _ / �� STORM FACILITIES CARL -IS X0,0 _ _ _ — _ _ I NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE i E cl Jul 09, 2018 - 2:21pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C5-EROS.dwg &,,Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN O Certificatio Q� I herebycertify that this pl �ification or Y report was prepared byl nder my direct supervision and that a duly licensed professional ENGIder the laws of the state of Minnesota. AO Moreau istration No.53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BSB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title EROSION CONTROL PHASE Sheet No. Revision C5.01 Project No. 21371 FES=961.3- as I �966\ \ ?y. FES=963.6, SIGN e \ Q F L of '9, /,RE=962.0 \ y� DDq� �pN � T 968 /� q PE� EDGE ( EX. PLA D �� ----- ,9� CATTAILS A i PER P - - - ------ - 9;'0.3o 0 , I OF 1 t� oa --- - - - - D X. STMH 0 �� /) i �Q�,P� PER PLAN �- y (/ I(EX. STMH -- >�7�FpQp ♦`��V h 0.30 PLAN PLAN X1% 1 67 RE=966.4 7IE=960.0(SE) .8 IE=960.0(NW) - .,, j 00 ( .�' � \ A , J i 1 RE=966.0 --__ 1_ 969:0 �RE=96IE=982.2(.2(NN) p e 70.20 � 968 8 F 7.54 INA TY EA T �O o P OF RLI SLE GE � ND A � :3• / U` " 970.6 7 X p - s,sX1070.4 9 .2 970 969. 967.5 '' _ \ �6. o / 1 1 970 q5 I LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0- ►► 0-- D0 -------- 0 DRAINTILE - ►►► III -DDD DDD CONTOUR __-902___ -_ -902- RIP RAP EOF OVERFLOW ELEV. ><±1902.5 SILT FENCE - - -SF- - -SF- SILT DIKE - - -SD- - -SD- LIMITS OF DISTURBANCE ST 5 SOIL BORINGS 902.5 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB -BASIN BIO -ROLL INLET PROTECTION DEVICE 1 0 IP -1 INLET PROTECTION DEVICE 2 IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS S M OUTLINED IN THE SWPPP) 5'R 7.2 9- 99,7 ' RE= E=962.9E;_; ;o �I 6. ` , -NOTE TO CONTRACTOR f��. IP1 IP2 :67THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL o _ •1 o CO I THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, LL o -� INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, a" , °r �g70� SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE f3.8 - - NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE C', Lu \ -3.0 RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. GAR. FL I4 / 9>O EL=971.44 � � � � � 72.2 � 2- ' %/ I -� 7 9�2 �'0 .P P2 - - -EROSION CONTROL MATERIALS -- LOWEST fl.- � � - � / - / EL=96&71 ' 21 372• ,.E, QUANTITIES 1.9 � � � - 974- .x X �� / ITEM UNIT QUANTITY EDGE OF WATER- / WATER SURFACE ELEVAl10N�, / i I SILT FENCE I LINEAR FEET 11248 961.5 FIELD LOCATED IE=964.0 / JUNE 25TH, 2018 Li o I O / 9� I SILT DIKE I LINEAR FEET 10 r8 I -5. o IPJ 'IP2 / / / I BIO -ROLL I LINEAR FEET 1500 POND � - I - v _v� "''- A - IP2 / ' I �'- I I I j_ �, / / _ I CONSTRUCTION ENTRANCE I UNIT I 1 RE=968 2R -" I o,� �. °/ INLET PROTECTION DEVICE (IP -1) UNIT 11 _- W - .� IE=964. (S E) POND B �� - '"- RE=967.7 I _ 4 4�CD,D - I w 374A16, 2.8 / D p, rn ��9 FI'� 1.2 NWL - 961.3 - : / / INLET PROTECTION DEVICE (IP -2) UNIT 18 IP2 R=- c/ 3 IFS .8(E) j n HWL = 965.0 �� ' 743 X H6TH ( STREET! - 7 0 963.3(W&N)_ 1 _ ��" ��'a71 / * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE \ 4 o o 1 i 4 ; 9> _ „ 0, 74.8 - NOTES, LOCATION MAPS, AND STANDARD DETAILS r �9 160 9 ,4� 969.5 6. o OUTLOT A �� , IPJ IP2 - X71._ 96_'.33 . *�� q 7 74.851 BRICK I I ED1.1 GE0.0 PRr, INE TD- �eOVERF 9 .5 I -5 1 0 7 91�J OX - w ' o o i i -.oa s� IP1 1P2� p C7) > ;N S - vii 3 0 - r� 4 o C� M 7) 96 . L m N 97(11C2 / 2pg� �_ s rn�n o m oo I 67.10 �� -- �// IP1 IP2 �� y//c� 4 7 .49 01^O I ,9j� 10 y67.54 9�O 7 p -91-10 THE o�� 4� / 4• o �- p1^� / / / / / THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED BRA o O L� % / ACCORDING TO THE GUIDELINES OF ASCE/CI 38 02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING \ I iCK I _ /0 6 1 / 6 J SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING ED R O / / ;� / ' 72_.20 °� / UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE \ TME ..L E TO , 9 *9 0.6 �� ' 9;2 70 3� OJT / / CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY 11 1 0 ST 97 65 /� GF 973.90 _ % �j� / / / HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). - - - _ __'90 975.04 _ ( NORTH IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, 9.14 0 $ fi �y - - ^ 7�X :9 - INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. ►► �„ �� _ ^72.03 �o Q '� % I 0 60 120 i / 971.00 --- - CF IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED pI IMPROVEMENTS SHOWN ON THE PLANS. � I Kr o o / SCALE IN FEET 73.PLANTERS 0.35 .o - -- - _ V 974 9% \POP ST �° °�° _ _ - / -SOIL EROSION SEDIMENTATION CONTROL OPERATION TIME SCHEDULE / THE EAST 971., � �-'. ' � 6 � -@ --- - - -986- � CT NOV 974. � �� GF 973.50 972 - " � FB _ 7 - �� 976 2oX1 __ - CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP O 9�2 9sa- EM 8 GFy�43p , -_ _ �� CP � �� _ I T PORARY CONTROL MEASURES A 973.50 FB� �° !' `P `� I STRIP & STOCKPILE TOPSOIL 7 �0 916• -990- \ 968.67x 90 570.32 - GF P AY�ROUND- \ \ 967 ` T a y�43o ROUGH GRADE /SEDIMENT CONTROL 970 ►► X97 20 '6h3 �� _ �, g135o 973 2 � / I TEMPORARY CONSTRUCTION ROADS IP1_ - - -- � 97.2 - 7044 o --- -974 ----- �_ 972 X �� / / / FOUNDATION /BUILDING CONSTRUCTION 97fr�� )Pl-P 71.49, , / I SITE CONSTRUCTION / / / / �; ,9�a�_`� _ \■`4 �6 9$ 970 789�N9$ig�'� / / / % I PERMANENT CONTROL STRUCTURES i IP- IP - / I FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION lob /PLANT, STORM FACILITIES - - - C CP / ----- LX �COO" _ _ _ - \ - _ \ / \ / 9�k/ NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE LL Jul 09, 2018 - 2:21pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C5-EROS.dwg DEC I JAN I FEB mom MAY I JUN &,,Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN Certificatio Q�v I hereby certify that thiI ification or report was prepared by 4 nder my direct supervision and that a duly licensed professional ENGI der the laws of the state of Minnesota. AP Moreau istration No.53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title EROSION CONTROL PHASE II Sheet No. Revision C5.02 Project No. 21371 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" Ll -Lys+-~�ti ; fl u_ i ofil-WL00 LL 1 SITE LOCATION MAP NOT TO SCALE G O O00 O Oo 0 Oo°°Oo�O 00 0 0 O OOC 2" TO 3" GRAVEL 00000 Pu 00OO v v"00 0 O-0 S n00 - nO0 00 X00 0C 'Li000 )00 O0000 o , 0 00 0 0� G C 000 00000, 9y�00C n F CONSTRUCT 2' HIGH BERM WITH MAXIMUM SIDE SLOPE OF 4:1 z �o NOTE: ROCK EXITS SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK. ROCK EXITS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. MAINTENANCE OF ROCK EXITS SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL, OR REMOVAL AND REPLACEMENT OF THE GRAVEL AS NEEDED, TO KEEP THE EXITS FREE FROM COLLECTED MUD. - ROCK EXIT DRIVE NOT TO SCALE 000 00 D 00 O 00 000 0000C ,n O -00 6"-7" DIA. ROLL ENCLOSED POINT "B" IN PLASTIC OR POLYESTER NETTING - BIO -ROLLS NOT TO SCALE DEVELOPER/OWNER: SITE OPERATOR / GENERAL CONTRACTOR SUPERINTENDENT: 1 Jul 09, 2018 - 2:21pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C5-EROS.dwg I 5' MIN. (TYP.) X z tig 2" X 4" WOOD FRAME J DROP INLET WITH GRATE Jv USGS MAP NOT TO SCALE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA GROUND SURFACE - BERM AROUND PERIMETER 12" MIN 12" MIN�� 2'-0" MIN COMPACTED EMBANKMENT 8'X 8' MIN OR AS MATERIAL (TYP.) f REQUIRED TO i CONTAIN WASTE 3:1 OR FLATTER CONCRETE SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. - CONCRETE WASHOUT AREA NOT TO SCALE ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) I CROSS BRACE /1',-2" X 4" STAKE SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) OVERLAI� SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER WOVEN WIRE - FASTENERS FENCE WITH SILT FENCE MATERIAL EXTEND MIN IIFRE FENCE INTO �� /�_ POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14-1/2 GA., 6' MAX. MESH GROUND OPENING OPENING FABRIC: IN ACCORDANCE WITH EXTEND SILT FENCE ��- ASTM D 6461 LATEST EDITION. MATERIAL A MIN. OF ONTO ROUND 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. -SILT FENCE INLET PROTECTION (IP -1) NOT TO SCALE SITE 2" x 2" WOOD OR STEAL T POST -� WOVEN MONOFILAMENT GEOTEXTILE MATERIAL DIRECTION OF DRAINAGE BACKFILL 6" x 6" TRENCH c UNDISTURBED SOIL E N ti y ALL POSTS, GEOTEXTILE MATERIAL AND FASTENERS SHALL COMPLY WITH MNDOT SPECIFICATION 3886 AND TABLE 3886-1. - SILT FENCE N.T.S. MIRAFIFF101^V ROAD DRAIN CASTING APPLICABILTY • NEENAH R-3067 • NEENAH R-3512 - ROAD DRAIN INLET PROTECTION (IP -2) NOT TO SCALE GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONSambatek &Swww.sambatek.com AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN -ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND 12800 Whitewater Drive, Suite 300 SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION Minnetonka, MN 55343 SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 763.476.6010 telephone 4. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S 763.476.8532 facsimile AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO Engineering I Surveying I Planning I Environmental OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 5. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT. Client 6. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. CARLISLE 7. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. VILLAGE, LLC 8. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 9. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE 2850 CUTTERS GROVE AVE. PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. SUITE 2017 10. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR ANOKA, M N 55303 DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 11. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER IS NOT ACCEPTABLE. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED. project 12. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND CARLISLELEAKS. 13. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. V I L LAG E 14. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 6TH ADDITION 15. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 16. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 17. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL Location CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.31`1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. M O N T I C E L LO, 18. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. MN 19. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 20. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 21. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. O 22. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 23. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, Ce rt ifi Cat O INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. pl Ie hereby certify that this ification or 24. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLINGI OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS report was by nder my direct PAVING FOR ROAD CONSTRUCTION. prepared supervision and that a duly licensed � professional ENGI der the laws of the state of Minnesota. MAINTENANCE NOTES: AO ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION Moreau ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATIONistration q; No. 53735 Date: 07/03/2018 CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: If applicable, contact us for a wet signed copy of this 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE plan which is available upon request at Sambatek's, MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. Minnetonka, MN office. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT). Summary 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVE ALL Designed: Drawn: DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL JEB JEB RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS Approved: BDB Book / Page: CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF Phase: PRELIMINARY Initial Issue: 07/09/2018 OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. Revision History 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. No. Date By Submittal / Revision 5. CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDING TO PART II.6.5 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HAS BEEN SUBMITTED TO THE MPCA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. -SEQUENCE OF CONSTRUCTION PHASE I: DX 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. Sheet Title 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. INSTALL INLET PROTECTION AROUND ALL EXISTING STORM SEWER STRUCTURES. EROSION 5. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. -AREA SUMMARY IN ACRES 6. 7. CLEAR AND GRUB THE SITE. BEGIN GRADING THE SITE. I PAVEMENT AREA 11.98 AC± CONTROL 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. I BUILDING AREA 12.14 AC± SEEDED AREA 14.66 AC± DETAILS PHASE II: I TOTAL DISTURBED 18.78 AC± 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. I PRE - CONSTRUCTION IMPERVIOUS 10.00 AC± 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. POST -CONSTRUCTION IMPERVIOUS 4.12 AC± Sheet No. Revision 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. C5903 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT Project No. 21371 / RE=962.0 p / E=958.0(21 "RCP) -� // as ❑T PLAN 44 D X. TIVH PER SP AN / EX. STMH D PER PLAN \\ RE=966.4 RE=967.0 STL Abp E-960 0(SE) IE=957.5(SW) FRA\IE=960.0(NW) I ,7 I 2 RE=966.0 I �\ RE=966.0 \ IE=962 2(NW) � p o � RE=96yx IE=963.1.1(SW) / \ RE= I ` BENCH MARK #2 56.3 NW \\ TNH=970.20 p RE=966.8 / IN / IE=957 0 / IE= 2(SE), � / RE=967.1 IE=962 8(NW) RE -968.1 IE=956.6(5&W) E=956.5(N) x / GAR. FL. / EL.=971.44 LOWESTFL. / RE=969.4 / .Q EL.=968.71 IE=957.4(5&N) a� EDGE OF RE=967 s WATER S / , / = 961.5 E=54.0(E) JUNE 25 �a ,RE=968.4 / PON IE=957.8(5&N) © /RE=968 E=964.1( POND F 5&E) 2" CP RE=96 7 1 D DdE=963 6(S&W) DD - P EE =961.2, NWL = 91 11 �I BRICK RE -968.5 EDGER r-oaa aril 1.1' OVER ► II II PROP. LINE TO- THE EAST --- / IIII TNHC9714 / II II II II LL LL E I II II II BRICK II EDGER II I 11.1' OVER PROP. LINE TO THE EAST IIII I 301-B II II n Z / m /II IIII PLANTERS 2.0' OVER �rz� PROP. LINE TO rIl � THE EAST I II II II I g JII PLAYGROUND I� I -THE SUBSURFAC U ILI�TY INFORMATION SHOWN ON THESE PLANS ISA UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WA' DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Jul 09, 2018 - 2:21pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C6-UTIL.dwg 4f \ PLqu NTEN R Soo TH ?ROPER TY RE=968.2 IE -957 8(SW&E) ♦ o� of 1E EDGE OF CATTAILS 3 a A -- 6 E I • 2 } E OF vtA�fff' CIO 3 4 1 LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0- ►► DD SANITARY SEWER 0-0--o @- D FORCEMAIN (SAN.) LS 0 FM / D FM D WATERMAIN 104 1 # �� 1 EASEMENT - - - - - - - -- - - - -- DRAINTILE ►►► ►►► DDD DDD GAS LINE GL GL ELECTRIC uE UE TELEPHONE UT UT UTILITY CONSTRUCTION NOTES 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS. 1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10 -FEET BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2.2. ALL SANITARY SEWER TO BE PVC SDR -35, UNLESS NOTED OTHERWISE. 2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE. 2.3.1. ALL WATERMAIN TO HAVE 7.5 -FEET OF COVER OVER TOP OF WATERMAIN. 2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. 2.4. ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE. 2.4.1. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.5. RIP RAP SHALL BE Mn/DOT CLASS 3. 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5 -FEET OF COVER IS ACHIEVED. 5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: BRAUN INTERTEC CORPORATION ADDRESS: 245 EAST ROSELAWN AVE., ST. PAUL, MN 55117 PHONE: 651-487-3245 DATED: APRIL 28, 2003 CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 10. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO SAMBATEK. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. 11. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. NORTH 0 50 100 SCALE IN FEET tkSam.batek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O Certificatio Qv I hereby certify that this #110!ification or report was prepared byFunder my direct supervision and that a uly licensed professional ENGINEider the laws of the state of Minnesota. Moreau istration No. 53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title UTILITY PLAN Sheet No. Revision C6.01 Project No. 21371 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS \ / / I RE=962.0 DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FORTHE COLLECTION AND DD / IE=958.0(21"RCP) DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TOFULLY RESPONSIBLE FOR / ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). \ Q T ao IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE % D� pLPN Al LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM \ p lye / QQ SZM PER THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE \ MH -� -pER PLAN D PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. D X. TMH PER SP AN I EX. STMH D RE=968.2 B B PER PLAN IE-957.8(SW&E) RE=966.4 RE -967.0 STti ��p E=960 0(SE) E=957.5(SW) 1 FRS IE -96) IE -961 5(SW5(SW)I � � I 8" P ,7� Zk� 3 JE=958.3 RE=966.0 I H WIN RE=966.0 � \ \ IE=962.2(NW) p 0 RE=967.1 y" S ;>0 % \ IE=963.1(SW) \ ` �O' _ \ IBENCH MARK #2 \ 2 RE -967.7 \\ TNH=970.20 p 'RE966.8 ` ` \ 9g> O 956.3(NW) S E= 2(SE), \ Q � FES -9 EE 962.8(NW) - RE=968 1 l h0) IE=956.6(5&W) I IE -956 5(N) ' CO 121- AR. FL. / EL.=971.44 LOWEST FL RE=969.4 / Q / EL.=968.71 E=957.4(5&N) o / J / II / � vO� FES EDGE OF WATER - WATER SURFACE ELEVATION RE=967.8 / = 961.5 FIELD LOCATED II II / E=964 o(E) JUNE 25TH, 2018 II STREET CONSTRUCTION NOTES A. STATIONING REFERS TO STREET CENTERLINE. B. ALL SPOT ELEVATIONS ARE TO GUTTER UNLESS OTHERWISE NOTED. C. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. D. SEE GRADING PLAN FOR PROPOSED SPOT ELEVATIONS IN PRIVATE DRIVEWAYS. E. TACK FACE OF EXISTING CURB PRIOR TO PAVING. F. RELOCATE SIGNS AND UTILITIES AS REQUIRED. •:1 975 970 965 ---- •.1 GATEWAY CIRCLE \ �F b o� 1E EDGE OF ` CATTAILS , of k0 ` 01 z �.o > 00 C M oc o0 II N> o Oq HBOE: 972.63 HBOE� 975.16 oMLno °k TuiQ 0-) a) vi�k �0000K Cn rVit - r -i r -i C �rj 11 ��0 ID �U)rH �6Q OI� ® = u� O� p HYD �rnrnC YD LA �wco z°1Wllm 11 0o VZN 6GV 2UJWW� 6HGV °Lr Nzr- 11 LF6"DIP Q a Ln o „ 11L=6 DIP �O ti\ z �.o ' 307 LF 8° ` PVC Pipe @ 0.40% 05 L 0" 0 „ 79 LF - 8" 64 LF - 8" PVC Pip 67 F@ 0.40% PVC Pipe @ 0.40'% 955 CONNECT TO PVC Pipe @ 0.40% EX 8" SAN FIELD VERIFY STA:2+52.35 ELEV:957.80 950 F50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 Jul 09, 2018 - 2:22pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C6-SSWR.dwg PVC Pipe @ 0.40% 5+00 5+50 6+00 6+50 PVC Plpe @ 0 4 . 0% 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 LEGEND PROPOSED CURB & GUTTER STORM SEWER SANITARY SEWER Sa- WATERMAIN t� NORTH 0 50 100 SCALE IN FEET EXISTING DD 0 � D 0 D4 I 0 10 SCALE IN FEET ( IN FEET) 1 inch= 5 ft. > 00 C M oc o0 II N> o Ln On On r -I O o0 r-1 HBOE: 972.63 HBOE� 975.16 ^ `` _ _ Ln y t,� �3• Lr 0-) a) W O 000 Ln Ln- -co Y11 OI� ® , u� O� p TQI QI N OCLU wwco 6"GV el II LU LU fA co HYD LO LF 6" DIP \ - Q a Ln o 6"GV ti\ -- -- >1 =) 14 LF 6" DIP ® _ - "i - m HBOE: 969.66 z - O z n -71 \ / - - m CONNECT To 8" DIP CL 52 8" DIF' CL 52 oc01�Wv I FIELD VERIF' STA:3+15.3: �� CL E28 DIP 12" RCP CROS'_ ING PROVIDE MIN. 18" SEPARATION ELE� :961.33 _ I / STA:6+13.46 DIP CL 52 ELEV:964.09 7r - -J 194LF-8" ` ' 307 LF 8° ` PVC Pipe @ 0.40% 05 L 0" 0 „ 79 LF - 8" 64 LF - 8" PVC Pip 67 F@ 0.40% PVC Pipe @ 0.40'% 955 CONNECT TO PVC Pipe @ 0.40% EX 8" SAN FIELD VERIFY STA:2+52.35 ELEV:957.80 950 F50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 Jul 09, 2018 - 2:22pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C6-SSWR.dwg PVC Pipe @ 0.40% 5+00 5+50 6+00 6+50 PVC Plpe @ 0 4 . 0% 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 LEGEND PROPOSED CURB & GUTTER STORM SEWER SANITARY SEWER Sa- WATERMAIN t� NORTH 0 50 100 SCALE IN FEET EXISTING DD 0 � D 0 D4 I 0 10 SCALE IN FEET ( IN FEET) 1 inch= 5 ft. 161 LF - 8" PVC Pipe @ 0.40 11+50 12+00 L 8" DIP CL 52 121 LF - 8" PVI; Pipe @ 0.40% 12+50 13+00 134 •:1 975 970 965 •.1 955 950 &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O Certificatio Q�v I hereby Y certif that this pl ification or report was prepared by nder my direct supervision and that a duly licensed professional ENGI der the laws of the state of Minnesota. �O Moreau istration No. 53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title SANITARY SEWER & WATERMAIN PLAN &PROFILE Sheet No. Revision C6.02 Project No. 21371 W>0000 0-) a) Ol Ln L �01,I) a, 1,� HYD co 6"GV LO LF 6" DIP H1IOE:972.38 ti\ z O rn W 161 LF - 8" PVC Pipe @ 0.40 11+50 12+00 L 8" DIP CL 52 121 LF - 8" PVI; Pipe @ 0.40% 12+50 13+00 134 •:1 975 970 965 •.1 955 950 &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O Certificatio Q�v I hereby Y certif that this pl ification or report was prepared by nder my direct supervision and that a duly licensed professional ENGI der the laws of the state of Minnesota. �O Moreau istration No. 53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title SANITARY SEWER & WATERMAIN PLAN &PROFILE Sheet No. Revision C6.02 Project No. 21371 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. STREET CONSTRUCTION NOTES A. STATIONING REFERS TO STREET CENTERLINE. B. ALL SPOT ELEVATIONS ARE TO GUTTER UNLESS OTHERWISE NOTED. C. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. D. SEE GRADING PLAN FOR PROPOSED SPOT ELEVATIONS IN PRIVATE DRIVEWAYS. E. TACK FACE OF EXISTING CURB PRIOR TO PAVING. F. RELOCATE SIGNS AND UTILITIES AS REQUIRED. 6 •'1 975 M �o00-1 � Ln uJ � LA ocwwm 970 _ 965 960 955 950 50 RE=969 4 / 4 IE=957.4(S&N) / m LOWEST FL. EL.=968.71 a� J� 0 RE=967.8 IE=964.0(E) ,RE=968.4 4"" IE=957.8(S&N) �© RE=968.6 12„ Cp IE -964 1(S&E) � �. - -RE=967.7 DIE=963.6(S&W) DD y/ DSP FE=961.2 ;9 r- as 8(E) N 963.3(W&I5 o I BRICK � RE=968.5 _ EDGER _ F-oan F/nib _4— — PROP.VL NE TO - �� V 5 �L'� ►—� I - I Q 1 — 8" y STUB�3 THE EAST / E= 8 4 _ PERE ORD LU E.' ENCH MARK / i T# TNH=9719 - n 3L1 -A o 1OLLO EDG IF - 2 IT - BRICK • — 6 II - - EDGER 11.1' OVER PROP. LINE TO 1 sM I �0 THE EAST �`► _ , 301-B` ►► ►► ��—_ �I 1 X SMH 09 301 302 Iz zrn 131 / rn ------- - -- 3 / -- PLANTERS z LJ / - 2.0' OVER PROP. LINE TO I �n 2 • \ - - THE EAST vv 1 L n /' PLAYGROUND - 9E 06 03-A - ►► . r1 rl— 1 inn lirm - l FES 200 I EDGE OF WATER- WATER SURFACE ELEVATION = 961.5 FIELD LOCATED y JUNE 25TH, 2018 1 I I 1 POND 13 --02 B NWL = 961.3 3 r HWL = 965.0 4 5 GATEWAY CIRCLE I I 03 m C) — n L01 ,� It � 3 - _I 204 o + W - I 4 ♦I 5 E NORTH 1 0 50 100 SCALE IN FEET LEGEND PROPOSED CURB & GUTTER STORM SEWER SANITARY SEWER Sa— ► WATERMAIN 04 oZ00 v�io .,� Ln r nom u,Q Q t m oo W cr O � rj II D Ln —4 z � tD LU 0 00 II = TM� = a�Q ^ OrJ-1-1 1�M.n 00 N -I _ �,c HYD .011 w� 5 n �- o moo II N u HYD II rnrn_ 6„GV LAz-co n YUJm = �'rnrn0 �''"^o 6 GV xww`c 11L=6"DIP 0 0 rwwco �rnrnm n,,,z� w io 11LF6 DIP T0)00r Lnzl- HBOE: 972.63 HBOE; 975.16 HYD Cn rn rl M oo ri 6„GV o =1o626� ® LO LF6"DIP �y.�rn� =T n nrn cno HEIOE: 972.38 ® Vf 7C w w O g ll ai °i 5 o LA ywwm m n00O — x Doo In w Y Lij— Co 00 / -i < --TT M M � A 8" DIP CL 52 i CONNECT TO 8” DIF' CL 52 EX 8" WM lI FIELD VERIFY 8 12” RCP CROS! I NG + \_ PROVIDE MIN. 18" SEPARATION 8" DIP CL 52 ( STA:6+13.46 �l ELEV:961.71 DSP CL II ELEV:964.09 8" DIP -L 52 194 LF - 8" PVC Pipe @ 0.40% 307 LF - 8" PVC Pipe @ 0.40% 5+00 5+50 6+00 6+50 7+00 7+50 Jul 09, 2018 - 2:22pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C6-SSWR.dwg 8+00 8+50 9+00 OS L'-0" PVC Pipe @ 0.40% 161 LF - 8" 3VC Pipe @ 0.40, 9+50 10+00 10+50 11+00 11+50 12+00 121 LF - 8" PVA. Pipe @ 0.40% 12+50 13+00 13+50 471.E-8 110LF-8"-----_ PVC Pipe @ 0.40% PVC Pipe @ 0.40% 119 L: - 6" PVC Pipe @ 0.45% CONNECT TO EX 8" SAN STUB FIELD VERIFY STA:15+37.14 ELEV:958.34 14+00 14+50 15+00 15+50 16+00 16+50 EXISTING DD 0 � D 0 D4 I 0 10 SCALE IN FEET ( IN FEET) 1 inch= 5 ft. •'1 975 970 965 ••1 955 &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN I'll `O Certificatio Q�v I hereby Y certif that this pl ification or report was prepared by nder my direct supervision and that a duly licensed professional ENGI der the laws of the state of Minnesota., 'Ilklot O Moreau istration No. 53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title SANITARY SEWER & WATERMAIN PLAN &PROFILE Sheet No. Revision 950 C6903 17+00 17-1 Project No. 21371 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. \uu w \ a \ N co W cD W I II N �ww wzv- �� a �oa \\ �a �Luww L° \\ cn i z d c0 cp N A n _Q STORM 203 - 205A •:1 •:I 975 CBMH 203975 RE=96'3.3 BLD=5 4' I E=964..0 N CB 205-A IE=964 0 S RE=967.9 IE=9640 W 970 BLD=3.7' I E=964.2 S 970 965 •.1 955 -0+50 0+00 Jul 09, 2018 - 2:22pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C7-STRM.dwg 8U LF - 1_ - RCP @ 0.31% 0+50 965 •.1 955 1+00 1+50 W •:1 X203 „ 205 W 206 Ln STORM 200 - 206 NORTH ON C. -O 0 50 100 M SCALE IN FEET 304 ' o� �=W • / 4C a • �a� Ln r57-151 LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWERDa 00 DD ------ 0 SANITARY SEWER Sa- ► D Qs WATERMAIN 0 10 SCALE IN FEET ( IN FEET) 1 inch= 5 ft. CBMH 205 RE=974.2 CBMH 203 CBMH 20'! CBMH 201 975 -- fE-a67 9' RE=969.3 tE�R6.3 S)ti RE=972.0 RE=972.5 CB 206 IE=967.3'N BLD=5.4' BLD=9.2' BLD=10.2' RE=969.7 11=564.0 N I E=962.8 E I E=962.4 N BLD =2.0' I E=964.0 S I E=962.8 ! I E=962.4 v IE=967.7 67.7 NE IE=964.0 W \ � CBMH 214 970 D=.L BL2./ I BLD2.7 � IE-96F.� S IE=965. N /1 LF - 12" I 9 65 RCP @ 0.50"0 RCP @ 1.77/ &-rrP @ 130 LF - \ 11" FES 200 RCP @ 0.885,6 `� LF - 11" IE=961.30 960 RGP @ 0.86% 11b LF - RCP @093% -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 •'1 975 970 965 960 6+00 6+50 &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN I'll `O Certificatio Q�v I hereby Y certif that this pl ification or report was prepared by nder my direct supervision and that a duly licensed professional ENGI der the laws of the state of Minnesota. �O Moreau istration No. 53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title STORM SEWER PLAN &PROFILE Sheet No. Revision C7.01 Project No. 21371 II II II THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. - i LOWEST RE=969 4 / 4� / EL968 71 �S RE=967.8 II IE=964.0(E) ,RE=968.4 IE=957.8(S&N) RE=968.6 12„ CP �; _ IE=9641(S&E) - -RE=967.7 ! DIE=963.6(S&W) DD DSP FE =961.2 STORM 301- 3016 �z RCP I 8(E) N 00 IE 963.3(W&I5 71D BRICK RE=968.5 ' EDGER iF-oan F/nib _, 1.1' OVER � �r _� � � -� I I 1 PROP. LINE TO- - -` L--� -8" �I� STUB THE EAST 5 / E= 8 4 / PERE ORD W LENCH MARK/ �I- I FES 19 TNH=97- I L I -'i o 1�FLn L 3!- T 6BRICK II I- -" EDGER 11.1' OVER PROP. LINE TO 1SMIll 0 THE EAST r-� _ _ , f J 1 X SMH 09 301 302 z 13� ,M - - -------- - -- PLANTERS z LJ 2.0' OVER PROP. LINE TO A I �n • THE EAST vv PLAYGROUND - 975 CBMH 301-A CBMF 1303 975 975 ,PG -9'1R RE=909.8 CBMH 301 \ RE=969.8 BLD=8.5' CB 301-B RE=971.1 BLD=6.6' 975 IE=963.3 S RE=969.3 BLD=9.2' RE=9711 BLD=6.4' IE=962.0 W BLD=9„' B I E=963.2 N I E=962.9 NI E=962.0 E RE967 9 970 970 IE=�.9 E IE=962.0 NE 970 B 304 I E=964.1 E I E=962.3 v/ I E=962.0 NE 965 960 -0+50 0+00 8U LF -1- RCP @ 0.43% 2UU LF -12" RCP @ 0.48% 0+50 1+00 1+50 2+00 Jul 09, 2018 - 2:23pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C7-STRM.dwg 9E it ► I FES 21170 I EDGE OF WATER- WATER SURFACE ELEVATION - , = 961.5 FIELD LOCATED JUNE 25TH, 2018 I POND POND B 13 0 3 3, NWL = 961.3 W HWL = 965.0 4 5 303 I� It � 304 GATEWAY CIRCLE STORM 303 - 303A 975 CBMF 1303 975 CBMH 303 RE=909.8 \ RE=969.8 BLD=(.6 BLD=6.6' 975 IE=96:3.2 E I E=963.2 E RE=9711 -IE=963.2 W RE=971.7 BLD=9„' B I E=963.2 N I E=96:3.2 N 970 RE967 9 970 RI D=R R' I E=962.0 E B 304 I E=964.1 E I E=962.3 v/ I E=962.0 NE ,4,4_-t -I 1=� -4-=' .'I j 5EI LEGEND PROPOSED CURB & GUTTER STORM SEWER SANITARY SEWER Sa- WATERMAIN t� STORM 300 - 304 965 965 965 965 RCP @ 1,83 o " L32 LF - 12" 1 RCP @ 0.66% !� 960 960 960 960 2+50 3+00 3+50 -0+50 0+00 0+50 1+00 1+50 2+00 -0+50 0+00 0+50 1+00 1+50 135 LF - 12" RCP @ 0.65% 2+00 2+50 5/LF-J2" I RCP @ 0.65% 3+00 3+50 NORTH 0 50 100 SCALE IN FEET 139 LF - 12" tCP @ 0.48% 4+00 4+50 EXISTING DD 0 � D 0 D4 I 975 970 965 \ FES 300 I E=961.30 960 5+00 5+50 &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O Certificatio Q�v I hereby Y certif that this pl ification or report was prepared by nder my directat supervision and tha duly licensed professional ENGIder the laws of the state of Minnesota. AO Moreau istration No.53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title STORM SEWER PLAN &PROFILE 0 10 Sheet No. Revision SCALE IN FEET ( IN FEET) 1 inch= 5 ft. C7902 Project No. 21371 CBMF 1303 RE=909.8 BLD=(.6 CBMH 301 975 IE=96:3.2 E CBMH 302 RE=9711 ,F=qA t ? %AJ RE=971.7 BLD=9„' I E=96:3.2 N BLD=9.3' I E=962.0 W I E=962.3 S I E=962.0 E B 304 / I E=962.3 v/ I E=962.0 NE 970 RE=969.8 BLD1E=9667' -- \� I E=966.1 I 965 965 965 965 RCP @ 1,83 o " L32 LF - 12" 1 RCP @ 0.66% !� 960 960 960 960 2+50 3+00 3+50 -0+50 0+00 0+50 1+00 1+50 2+00 -0+50 0+00 0+50 1+00 1+50 135 LF - 12" RCP @ 0.65% 2+00 2+50 5/LF-J2" I RCP @ 0.65% 3+00 3+50 NORTH 0 50 100 SCALE IN FEET 139 LF - 12" tCP @ 0.48% 4+00 4+50 EXISTING DD 0 � D 0 D4 I 975 970 965 \ FES 300 I E=961.30 960 5+00 5+50 &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O Certificatio Q�v I hereby Y certif that this pl ification or report was prepared by nder my directat supervision and tha duly licensed professional ENGIder the laws of the state of Minnesota. AO Moreau istration No.53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title STORM SEWER PLAN &PROFILE 0 10 Sheet No. Revision SCALE IN FEET ( IN FEET) 1 inch= 5 ft. C7902 Project No. 21371 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. STREET CONSTRUCTION NOTES A. STATIONING REFERS TO STREET CENTERLINE. B. ALL SPOT ELEVATIONS ARE TO GUTTER UNLESS OTHERWISE NOTED. C. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. D. SEE GRADING PLAN FOR PROPOSED SPOT ELEVATIONS IN PRIVATE DRIVEWAYS. E. TACK FACE OF EXISTING CURB PRIOR TO PAVING. F. RELOCATE SIGNS AND UTILITIES AS REQUIRED. F�kIf, FGi:�7 06-1691111 970 965 955 W EOF db W EOF GATEWAY CIRCLE PRf♦POSED /— EXISTING 00 rn m 1.14% N >11 ! - LU a td tn --w �o MLn +� L.. to U U mco I4 .SI A.J,F56.56 HP ELE'1:975.33 PVI STA.9+02.00 PVI ELEV:975.60 K:5.0.00 LVC:: X05.10 �o &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC W �� 2850 SUITE 2017ERS GROVE AVE. NORTH 0 50 100 ANOKA, MIN 55303 SCALE IN FEET 1 o� W� W 4 I 11 11 � 11 II LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER // DD ------ 0 SANITARY SEWER ► I> Q WATERMAIN 04 1 # ai 1 AFP; 06i:V _ 980 -r .w U PROPOSED `EXISTING 975 970 06P.1.7 06I9*1 955 rl�M r -I n N M N ^ n 00 " t 00 -1 O M 00 Ln U -1 Ul N n N M N 00 W 00 Ln M � .--I O N N M N� .--I l0 W 00 ri O N N N n W W � 00 00 00 lD lD lD LD W 01 W Ol lD ^ O W ^ -4 W 00 .--I W 00 N lD iD N O M n M `� I.fl N I.P1 n N 1.f1 r- `� n n M M O N Ql 0 10 n W ko 01 rn Ol 01 M Ol � M W 01 n M 01 � 0) M n a> 0) n 0> 01 n M M n � 01 n a) n O> 01 n Ol n rn M r- 01 n Ol a) 0) n 0) r- M n 01 M SCALE IN FEET ( IN FEET) 50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12- finch= 5ft. Jul 09, 2018 - 2:23pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C8-STRT.dwg Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN ,O Certificatio v Q� I hereby Y certif that this pl ification or report was prepared by nder my direct supervision and that a duly licensed professional ENGI der the laws of the state of Minnesota. �O 4 Moreau istration No. 53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title STREET PLAN & PROFILE Sheet No. Revision C8.01 Project No. 21371 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. STREET CONSTRUCTION NOTES A. STATIONING REFERS TO STREET CENTERLINE. B. ALL SPOT ELEVATIONS ARE TO GUTTER UNLESS OTHERWISE NOTED. C. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. D. SEE GRADING PLAN FOR PROPOSED SPOT ELEVATIONS IN PRIVATE DRIVEWAYS. E. TACK FACE OF EXISTING CURB PRIOR TO PAVING. F. RELOCATE SIGNS AND UTILITIES AS REQUIRED. F�kIf, LOWEST RE=969 4 / 4� / EL968 71 �S RE=968.4 IE=957.8(S&N) D DD 0ocj- 5 I BRICK EDGER 1.1' OVER�V r '0 PROP. LINE TO - THE EAST 5 W I / �g 0,:3 7 1 E / E= 8 / PERE 3ENCH MARK TNH=9719 – 2 - O 1OLq � m 3 0) 1 EDGER LL ' I 2 � - II BRICK II m EDGER 11.1' OVER O) PROP. LINE TO THE EAST 1 IL_ ,IBX •� O 00 S 971.3 v 97p z . 13+00 2.3 / m 3 PLANTERS — > 9% 2.0' OVER 2 `�O' PROP. LINE TO / II THE EAST .9 '`:?o 1 I I II 9 E PLAYGROUND - II ,I rn �>' GF 973.50 I 3 FB 2 1 973.50 n � 1A r 1 i I EDGE OF WATER– WATER SURFACE ELEVATION - = 961.5 FIELD LOCATED JUNE 25TH, 2018 I I 14L, M � cri+ POND °'I^ 2 13 - -o - POND B NWL=961.3 W�vi— I rn HWL = 965.0 :.l � �" 11 1 0 0 _ i 973-2 � \, \ 97 11+ ! GF 9;4----Z7 4 .30 ; FB 3 9j4.30 —7 GATEWAY CIRCLE 916.10 V �5��0 2 3 -n I m I O T 2 I U Ln L3W 0 ® 4E --4 M r —� 4U - I I 5 NORTH 0 50 100 SCALE IN FEET LEGEND PROPOSED CURB & GUTTER STORM SEWER SANITARY SEWER Sa— ► —�S WATERMAIN 04 �kP; 06i:V I -I PSTA. 9T00. X HP ELE J:975.33 PVI STA,9+02.00 PVI ELEV:975.60 K: S 0.00 980 LVC: 05.10 980 s >_ 0)Ln-tLn +0) }M 00 .. LLi w 975 PROPOSED EXISTING 975 PRUPOSED /� EXISTING co m ��, w / to 1i ui am -7- o6G 1.14% -0.96% 1° L. p) u .a 970 ___------___---�\._ LU >� 970 wU. _ C- 965 965 965 ci 00 O Lq c -I r -I Cn 0) Ql 41 00 5+50 Jul 09, 2018 - 2:23pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C8-STRT.dwg 0611100ft, 955 EXISTING DD 0 � D 0 CI I Ln .-i Ln N n NM - N 00 ILD 00 55 Tz N N M + rl 11 1 0 0 _ i 973-2 � \, \ 97 11+ ! GF 9;4----Z7 4 .30 ; FB 3 9j4.30 —7 GATEWAY CIRCLE 916.10 V �5��0 2 3 -n I m I O T 2 I U Ln L3W 0 ® 4E --4 M r —� 4U - I I 5 NORTH 0 50 100 SCALE IN FEET LEGEND PROPOSED CURB & GUTTER STORM SEWER SANITARY SEWER Sa— ► —�S WATERMAIN 04 �kP; 06i:V I -I PSTA. 9T00. X HP ELE J:975.33 PVI STA,9+02.00 PVI ELEV:975.60 K: S 0.00 980 LVC: 05.10 980 s >_ 0)Ln-tLn +0) }M 00 .. LLi w 975 PROPOSED EXISTING 975 PRUPOSED /� EXISTING co m ��, w / to 1i ui am -7- o6G 1.14% -0.96% 1° L. p) u .a 970 ___------___---�\._ LU >� 970 wU. _ C- 965 965 965 ci 00 O Lq c -I r -I Cn 0) Ql 41 00 5+50 Jul 09, 2018 - 2:23pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-C8-STRT.dwg 0611100ft, 955 EXISTING DD 0 � D 0 CI I Ln .-i Ln N n NM - N 00 ILD 00 M + O �--I O N N M + rl l0 l0 + 00 �--I d O n N N N n W r -I 00 r- O M N N - 00 00 +M M t.0 00 l0 00 Ql :Y M N O N W ro r` O M n + N L!1 n N Ui r- Lr1 + `� + M M r` N W N Ql r -I l0 -mi O W O W 01 o6 o6 01 0 10 l0 LO 9 Cn Ql 01 O Cl � Cl M 0) � Cl Ql � n Cl 01 a)Cl n Ol n Ql n rn 01 n O Ql M Ql � Q1 n 0)01 Cl T M 01 M M G1 � 01 M � 01 lD _ M M Ol T SCALE IN FEET ( IN FEET) 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17- finch= 5ft. &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MIN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O Certificatio Q�v I hereby Y certif that this pl ification or report was prepared by nder my direct supervision and that a duly licensed professional ENGI der the laws of the state of Minnesota. �O 4 Moreau istration No. 53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title STREET PLAN & PROFILE Sheet No. Revision C8.02 Project No. 21371 O� Jul 09, 2018 - 2:23pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-L1-LAND.dwg PLANT SCHEDULE TREES CODE BOTANICAL NAME SG Acer freemanii 'Sienna Glen HB Celtis occidentalis COMMON NAME CONT CAL Sienna Glen Maple B & B 2.5"Cal Common Hackberry B & B 2.5"Cal KC Gymnocladus dioica 'Espresso' Kentucky Coffeetree B & B 2.5"Cal (D SO Quercus bicolor CONIFERS CODE BOTANICAL NAME 0 NS Picea abies NOTES Swamp White Oak COMMONNAME Norway Spruce SIZE QTY 15 B & B 2.5"Cal CONT CAL SIZE B&B 6' 20 13 17 QTY 8 GENERAL NOTES: 17.2. DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS 17.3. EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1 RELATING TO THE NATURE AND SCOPE OF THE WORK. 17.4. EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE 17.5. TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20 ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 17.6. NATIVE MIX SEEDING: 4/1 - 7/20; 9/20-10/20 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, 18. MAIN I EIVAIVCE SHALL BLGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT REGULATIONS, AND PERMITS GOVERNING THE WORK. MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF ADDITIONAL COST TO THE OWNER. DEAD MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB 5. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE THROUGHOUT THE GUARANTEE PERIOD. ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 19. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF 6. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT 20. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILLTHOROUGHLY WATER ALL PLANTS ONCE A NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO BEGINNING OF WORK. DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 8. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO TURF NOTES: VERIFY QUANTITIES SHOWN ON THE PLAN. TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 10. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 4" OF TOPSOIL PRIOR TO INSTALLING CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. AND SHALL BE FREE OF STONES LARGER THAN 1 Z" INCHES IN ANY DIMENSION. 11. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES PLANTING NOTES: STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN 4. TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, THE IMMEDIATE AREA. MULCHING AND FERTILIZING. SEED MIXTURE NO.25-121 (FORMERLY MnDOT 240) WILL BE PLACED 2. A GRANULAR PRE -EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE AT THE RATE OF 70 POUNDS PER ACRE. MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. 5. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER 3. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE ANSI -Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL SWALES INSTALL EROSION CONTROL BLANKET. CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6. ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND 4. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN 5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 6. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. IRRIGATION NOTES: 7. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 1. IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR 8. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION. 9. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE 2. ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" LANDSCAPE ARCHITECT. IRRIGATION PER WEEK. 10. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. 3. ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION, WITH A MINIMUM DESIGN OF .25" CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING IRRIGATION PER WEEK. SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE 4. CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO 2.5" TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL. INSTALLATION. 11. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 12. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER LOW MAINTENANCE FESCUE MAINTENANCE: DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR 1. U NEVER IVIUUU SHUK I EK I HAIV S.5 INCHES, PREFERRED MAINTENANCE IS IVG SNTH CE APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR OW O PER A MOW ONCE PER MONTH AT 5" HEIGHT PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 2. DO NOT USE HIGH NITROGEN FERTILIZER ON FESCUE LAWN 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO 3. SPOTS IN FALL COMPLETE THE WORK SHOWN ON THE PLAN. ALWAYOVERSS U E SHARP B 4. ALWAYS USE SHARP BLADE WHEN MOWING TO AVOID TEARING LEAF BLADE 14. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND 5. SET MOWER TO 3" FOR BAGGING AND MOWING IN LATE FALL AFTER GROWING SEASON FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 14. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND ROTO -TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. 15. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 16. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 17. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS 17.1. POTTED PLANTS: 4/1- 6/1; 9/21- 11/1 NORTH 0 60 120 SCALE IN FEET asambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O Certificatio X) I hereby certify that this s plan or report was prepared by me or uncle rect supervision and that I am a duly L' d LANDSCAPE ARCHITECT under t�esof the State of Minnesota. ��/ �O 14�m L. Delaney istration No. 40252 Date: 07/03/2018 This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. 21371 D Jul 09, 2018 - 2:23pm - User:jweyenberg L:\PROJECTS\21371\CAD\Civil\Sheets\21371-L1-LAND.dwg ;�z-mak ROCK MULCH @ ALL PLANTING AREAS TYP. �o 0 o 0 0 SOD @ WIDER YARD GAPS A6J KFG ()co^,/ 3 O ge1NT0 e�� fvMS ROCK MULCH @NARROWEST GAP CD 1 TS 2 AJ LH 1 4 J KFG 4 ISI NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. IF STAKING IS REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" WEBBING AROUND TRUNK OF THREE (NO WIRE OR CABLING TO BE USED) WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT PROVIDE & INSTALL RODENT PROTECTION 1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR GREATER X 36" HT.. STAKE IN PLACE INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL 30" RADIUS MULCH RING = — EDGE CONDITION VARIES 1.5XA A PLACE ROOT BALL ON UNDISTURBED OR MIN. COMPACTED SOIL UNDISTURBED SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND SUBGRADE TO BIND WITH PREPARED SOIL PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85% DIG PLANTING PIT 4" TO 6" OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 DEEPER THAN ROOT BALL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT 1 TREE PLANTING DETAIL L2.01 NTS i 0 I NOTE: PREPARE SOIL FOR REFER TO EXTERIOR PLANTING SPECIFICATION THE ENTIRE BED INSTALL 1" LAYER OF SHREDDED HARDWOOD MULCH OR 2" LAYER OF FINELY SHREDDED HARDWOOD MULCH. DO NOT PLACE IN CONTACT WITH PLANT 6" 77REFER EDGE CONDITION VARIES IO PLAN EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS PLANTING SOIL SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE 2 PERENNIAL PLANTING DETAIL L�.U1 PLANT SCHEDULE TREES CODE SG 0 HB KC C) SO CONIFERS CODE • NS SHRUBS BOTANICAL NAME CD Cornus sericea 'Alleman's Compact' LH Hydrangea paniculata Jane' AJ Juniperus horizontalis 'Compacta' TS Spiraea betulifolia 'Tor' BOTANICAL NAME Acer freemanii Sienna Glen' Celtis occidentalis PREPARE SOIL FOR INSTALL 2" LAYER OF MULCH, DO NOT PLACE IN THE ENTIRE BED CONTACT W/ SHRUB STEM APPLY PRE -EMERGENT HERBICIDE EDGE CONDITION VARIES i 12 EE PLA Ir MIN, EDGER, REFER TO PLAN AND SPECIFICATION iii=111 -1T1 LOOSEN ROOTS OF CONTAINER GROWN PLANTS ljlll / / 1111=i' EXCAVATE PLANT BED MIN. 4" DEEPER THAN =1 ROOT BALL HT. T1=11 _ SCARIFY SIDES AND BOTTOM OF PLANTING BED _ 1 WITH SPADE UNDISTURBED SUBGRADE 3 SHRUB PLANTING DETAIL L2.01 NTS COMMON NAME CONT CAL Sienna Glen Maple B & B 2.5"Cal Common Hackberry B & B 2.5"Cal Gymnocladus dioica 'Espresso' Kentucky Coffeetree B & B 2.5"Cal Quercus bicolor BOTANICAL NAME Picea abies Swamp White Oak B & B 2.5"Cal COMMON NAME CONT Norway Spruce B & B CAL SIZE QTY 15 20 13 17 SIZE QTY 6' 8 COMMON NAME CONT H' X W' QTY Dwarf Red Twig Dogwood 5 gal 1 Little Lime Hydrangea 5 gal 8 Andorra Compact Juniper 5 gal 2 Birchleaf Spirea 5 gal 4 GRASSES BOTANICAL NAME COMMON NAME KFG Calamagrostis x acutiflora 'Karl Foerster Feather Reed Grass PERENNIALS BOTANICAL NAME COMMON NAME AFS Sedum x Autumn Fire' Autumn Fire Sedum CONT 1 gal CONT 1 gal H' X W' H' X W' QTY 17 QTY 18 NTS NORTH 0 10 20 SCALE IN FEET 4 C\Sambatek www.sambatle com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O Certificatio Qo) I herebycertify that this san or report was Y p prepared by me or unde rect supervision and that I am a duly d LANDSCAPE ARCHITECT under e s of the State of Minnesota. 4 14:m L. Delaney istration No. 40252 Date: 07/03/2018 This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE DETAILS Sheet No. Revision L1.02 Project No. 21371 �I Iii ;- �l I� }I ly II l� M1 MI I} I� I� yy �l Jul 09, 2018 - 9:36am - User:wdelaney L \P Rol EGTS\21371\1magesV1371-GREENSPACE EXHIBIT.dwg A tk,Sambatek 4 www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 76 3.476.6 010 telephone 763.476.8532 facsimile Engineering i Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC 2850 CUTTERS GROVE AVE. SUITE 2017 ANOKA, MN 55303 Project CARLISLE VILLAGE Location MONTICELLO, MN 4 �0 Certificatio Q I herebycertify that this 1 ification or Y p report was prepared b under my direct supervision and that a duly licensed professional ENGI der the laws of the state of Minnesota. AP Moreau istration No.53735 Date:07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed:JER Drawn:JEB Approved: BOR Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title GREEN SPACE EXHIBIT Sheet No. Revision NORTH EXe a 50 100 SCALE IN FEET Project No. 21371 e 4'-0" n� � 12 I I I I I I I I I I I I I I I n -fin 17 � p �. u 1'J 5'h" B ND v n 1,5" BAD \� � In LI l I 0:12 PITCH // \n X0:12 Pltcl�� u u u u L 1�01 PARTY WALL NOTES: - NO PENETRATIONS WITHIN 4'-0" OF PARTY WALL -FIRE-RATED PLYWOOD -W PARTY WALL 4'-0" LI (TYPICAL a EA. PARTY WALL) 12 J, I / 5V BA ND G/�nn�� n lI III II I = _ -- -- 5 "BAND - 5k2" BAND -- -- I I I I I = I I I I I I I I I I I 11 k 11 \p 10:12PITCH- 10:1'd PIICH 10:12 PITCH u u 12 T 20:12 PIICH y / `�n�20:12 PITO-I\ \. 12 �� _ 51 20:12 PITCH n \�n�11 11 �-oTy 18 -0 -�!, 5!''i" SAND \moi -� I\moi TI V - I - I I 2 5 t I nroXro POST DUE TO VARIOUS SITE CONDITIONS OF INDIVIDUAL LOTS. THE GRADE LINES REPRESENTED BY THIS PRINT ARE FOR LLUSTRATIVE PURPOSES ONLY. THEY DO NOT REFLECT ACTUAL FINISHED GRADE ROOF VENTS TO CODE TOP _OF_ SUIS LOQRIN- 6'PRIVACY WALL 1W.01 OPTION ONL ---------- I - - - - - - - - -- DASHED LINE REPRESENTS GRADE Q LOOK -OUT OPTION ROOF VENTS TO CODE Hfl ---------------------------TOP-OF-SUBFLOORINGs -- --------------------------------------------------- nn (2'�LEFT ELEVATION Al SCALE- 1/811 = 11-011 F IL -j6=JL- El " ('nFRONT ELEVATION Al SCALE: 1/411 = 11-011 (NOTE: SQ, ET, IS 1„IEA6URED FROM EXT, OF SHEATHING) 3 BEDROOM UNITS 2 BEDROOM UNITS 1910 TOTAL FINISHABLE SQ. FT, 1128 TOTAL FINISHABLE SQ, FT, FINISHED SQ, FT, - 1465 FINISHED SQ. FT, - 1283 FUTURE FINISHABLE SQ, FT, - 445 FUTURE FINISHABLE SQ, FT, - 445 U I I I I I I I I I I I I I I I I I I I I I I I I I ISI 1 1 1 1 1 1 I�I I I I I I I I I I I I I I I I I I I I I I I` I I I I I I I I I ISI iI +I �I yI I I I I I I I I I I I I I I I I I I I I I I I I I I I 1"y I'I1'I'I' I� I'1' '�I II ISI II IIII'!Ii/ IIIIIIIII \ I' I n V u U U U U LI ' / I. l 1 1 l III \11111 11 J fi' 5K- BAND I( 'I'��/ o:12 PITCH ' I�0:12 P1.I I I I "I ` y��\ �// b:12 PITCH- n I I I I I I I I I J!"� 110'11 PITG:i : '10:12 PITC � 1 I I 1 I I 1 1 I I I I '\ IO:TI PI I�I I I I I I I J � I I I I I I I I I I I I I,.'12 PITC O �� bxb POSE..' 0000®®00It ®®0000®® 10000®®®®:== _ ®®®®®®®® — ®®®®®®®11 'n0000000®; _F11F-IIII=fill=fill=fill=111[1111=fl -, i ("e,)FRONT ELEVATION OPTION #2 Al SCALE: 1/811 = 11-011 12 20 1'-0" RAKE ON CABLE 2'-011 CANT 12 6� 4:12 PITCH ATTIC VENTILATION: NET FREE AREA TO BE EQUAL TO 1/50TH OF THE ATTIC AREA OR 1/300TH OF ATTIC AREA PROVIDED WITH AT LEAST 50% IN THE UPPER PORTION OF ROOF WITH THE BALANCE IN VENTED SOFFIT ROOF VENTS TO CODE 12 12 12 12 ROOF VENTS TO CODE 12 20 :12 PITCH SOC` 6x6 POST - IOP OF SUBFLOORINCs V-0 RAKE ON CsABLE - - /i --------------------------------------------------- 2'-011 CANT nl l Y1 11-011 OVERHANG e EAVES 11-011 OVERHANG 6 GABLE ENDS (UNLESS NOTED OTHERWISE) FLASHING NOTE: ALL OPENINGS TO EXTERIOR MUST BE CAULKED 4 FLASI-IED FLASHINCz IS REQUIRED WHERE ALL ROOF 8 VERTICAL SURFACES MEET. OR WHERE SIDINGS MATERIAL CHANGES ARCHITECTURAL ASPH SHINGLES ALUMINUM SOFFIT 4 FASCIA 31211 CORNER TRIM n 31211 WINDOW 4 DOOR TRIM (FRONT ELEVATION ONLY) PROVIDE MONO TRUSSES rOR E`I'E51ROW ROOFS PROVIDE GABLE TRUSSES TO SET ON TOP OF MONO TRUSSES VINYL BOARD 4 BATTEN (PER ELEVATION) FACEBRICK PER ELEVATION (VERIFY BRAND 4 COLOR) VINYL SHAKES (PER ELEVATION) VINYL LAP SIDING (ALL ELEVATIONS, UNLESS NOTED OTHERWISE) RAIL 6 MIN 3611 HEIGHT TO MEET CODE REQUIREMENTS ***SEE RAILING DETAIL ON DETAIL PAGE FOR MORE FRAMING INFO—? ROOF VENTS TO CODE (47'�RIGHT ELEVATION Al SC,4LE: 1/811 = 11-011 III SII I LFI[ I ILI I I —I II LFI[I uuiuuiuuuuuuuuu .oPa,Ua,.�R�. RVINMMuu�u MOM a -�_i f�ERE,'LQ� DASHED LINE i CL r3__�REAR ELEVATION Al SCALE: 1/811 = 11-011 STEP FOUNDATION WALL 4 FOOTING PER GRADE CONDITIONS TOP OF SUBFLOORING ------------------------------------------- ------------------------------------------- 6'PRIVACY WALL (W-0. OPTION ONLY) WAIVER 0 z � � } zwppz Www fig ~ O O ) Ll LU O lu N H �z (S)z :zCD W O (y_ I-- 11- (J LU —I Z H O Q d O p LU m d LLl W O LU U d) d q w Q�T_� LU I-- QZp(Xctn �O d(nz U CJ) W LU —1 ch LU 0 d y O WCL, O LU LL O QW 1O 0 Ul LU U_ � wD (a LU DASHED LINE REPRESENTS X Q) H E o (14 O � L OLO S1 Ci m 11-1-1 Q N cf) cf) p z � rr��Q N U �r �^ �D W� f� E X fL 1U �' ,L O IL J p SH T of R Nome, LLC. Any unauthorized use �ZD shall result in minimum of (25,000 penalty. 1 OF DASHED LINE REPRESENTS X Q) H GRADE a LOOK -OUT OPTION O OLO 11-1-1 111 �p W W � N W �r �^ �D W� f� � H O 11-1-1 111 �p W U �D z � COP�1'RIGNT © Q This Flan is copy written and is property SH T of R Nome, LLC. Any unauthorized use shall result in minimum of (25,000 penalty. 1 OF PARTY WALL NOTES: - NO PENETRATIONS WITHIN 4'-0" OF PARTY WALL - FIRE -RATED PLYWOOD o PARTY WALL •II1y 4'-0" 4'-0" (TYPICAL s EA. PARTY WALL) /'I'IIIIIIIIIIIIIII1`:•�.�.��`��• !,��,�t 12 12 u u u LJ LJ u u LTJ LJ LJ LTJ u LJ u L LJ u LJ u u LJ LJ LF, u u LF, LJ LJ LJ LJ u LJ u u u LJ LJ LJ u u u LJ LJ L` LJ.I'.'�F . {{h5))IJ a LJ ZJ u T ZI ZI ZI ZI ZI T 12 12 —I I� LIQ — TTT I� 1 u u u u u Lam`.• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � . I I I I I I I I I I I I I I I I I I I I I I I� \ I I I I I I I I I I I I I I I d 1\�� •, '' ` \ 5 A V I I I I I I I I I I I I // _ I I I I I I I 1 I I I I I I I I I I I ILT-1 I I Ai`.�'` �� •� yy' \4 . /� 5uj^ LJ / i�3" \�l` T 1 1 1 1 1 1 1 /, us' A `\ A l / I T I �/ "� \\ I I I I I I I I I I I III �� 1 �I I 1 1 / I I I I I I I I I I I I I I I l' • � I� I� I� I ��1 � ,� `l�I `•1�1, ��•` � `I, •.'I` 1, 1.�/ I,� 1 1 1 1 T 1 u u u u u uuI I I I I u u u u A u u `J •��r��I�J•.� Iu I I I rfa2 PITCH \ �ll I 1 1 I I I I I I I I I -- I I - —5�" BAND 51fs" BAND — —s" BAND 81'x° B.+NL' . I I I _ II 7'-1I 1012 PITCr -� Y 12. III / 0:12 PITGI I / 12-1 1LJ 7L- LI0:12 PITD H / �/ _ 10:12 PITCH 002 1 1 1 1 1 1 I/� -0"; a LJ 120:12 PITCH 18 °II ® 5 1 1 1 1 . t5el��PITGH _.� _ / pII _ �� 20:12 PI-CH_� u u u u u J1 l _ / J ' S4 - f II ISI 1 o I LI' -0" or 1 Is Oii ° T -I r 1 / / ( I I*. n I� / I I I Bf��`ID 1 1 El El El El El El El El El El El El El El El El El El El El El El El El -It r— m : .i III 11L -6X6 POST DUE TO VARIOUS SITE CONDITIONS OF INDIVIDUAL LOTS, THE GRADE LINES REPRESENTED BY THIS PRINT ARE FOR ILLUSTRATIVE PURPOSES ONLY, THEY DO NOT REFLECT ACTUAL FINISHED GRADE ROOF VENTS TO CODE TOP OF SUBFLOORING 6' PRIvACY WALL 1W,O, OPTION ONLY - — — — — — — — — — — — — — — — — — — — ILI ('-]-)r-RONT ELEVATION Al SCALE: 3/1011 = 11-011 3 BEDROOM UNITS 1910 TOTAL FINISHABLE SQ, FT, FINISHED SQ, FT, - 14roE UNFINISHED SQ, FT, - 44E 2 BEDROOM UNITS 1-128 TOTAL FINISHABLE SQ, FT, FINISHED SQ, FT, - 1283 UNFINISHED SQ, FT, - 44E IL L ��IImo/I ITITIT �I // \ r P�.I II Irl IIII I'lllll II IIII 1111111 (IIII Irl( IIII ✓ ( ✓ " I'1 1�J .I'],�.\I T I -T2, T I T I T I -T2, T I L�lT T T T T �- I' 55- PAND 1�' \\ �l. ��,' j,- , 'I �I' 12 PITCH� ITS Ti�I� 1��1 � our can ��1 1 I'I II I'I'I (I'I'I 1 I l I'�11'I'II 10:12 PITCn ` 10:12 PITCH- tf:Ki[]F1 fflFF111.-4Fp I -H III Il / R^:12 PIT"' �� ` 1 l l ,7:12 PITS" �' A,12 PITOP IO' ��I I•I� 9 I,�� l �� _�� ®:IL P�Gi 6X6 POSTS _ ®®®®®®®®-6X6 P05T 01111=31:100 00000000 ==E3==E3E3E1 000=0000 DDDDODEID DOOD0000 00000D00 W 00000000 00000000 - ROOF VENTS TO CODE TOP_ OF_SUBFLOO_RING ------------------------------- ('2)LEFT ELEVATION I Al SCALE: 1/S 11 = 11-011 12 1-O'I RAKE ON GABLE 20 2_O" CANT LuI I-- - -' ----------------------------------------- plslflllwlm� EMIR. ---------------------------------------- I ------------------- FRONT ELEVATION OPTION #2 Al SCALE: 1/811 = 11-011 ATTIC VENTILATION: NET FREE AREA TO BE EQUAL TO 1/50TH OF THE ATTIC AREA OR 1/300TH OF ATTIC AREA PROVIDED WITH AT LEAST 509. IN THE UPPER PORTION OF ROOF WITH THE BALANCE IN VENTED SOFFIT ROOF VENTS TO CODE 12 12 12 12 12 12 LFIF------------------------------------ hNSTOP --OF-8U5FLOORING ------ - ------------------------------------ ung I'-011 RAKE ON 2'-0" CANT 6X6 POST— 11-011 OVERHANG 6 EAVES lI-011 OVERHANG a GABLE ENDS (UNLESS NOTED OTHERWISE) FLASHING NOTE: ALL OPENINGS TO EXTERIOR MUST BE CAULKED E FLASHED FLASHING IS REQUIRED WHERE ALL ROOF E VERTICAL SURFACES MEET, OR WHERE SIDING MATERIAL CHANGES ARCHITECTURAL ASPH SHINGLES ALUMINUM SOFFIT 4 FASCIA 31211 CORNER TRIM 31211 WINDOW 4 DOOR TRIM (FRONT ELEVATION ONLY) PROVIDE MONO TRUSSES FOR EYEBROW ROOFS Fr,OV IDE GABLE TRUSSES TO SET ON TOP OF MONO TRUSSES VINYL BOARD 4 BATTEN (PER ELEVATION) VINYL SNAKES (PER ELEVATION) VINYL LAP SIDING (ALL ELEVATIONS, UNLESS NOTED OTHERW15E) FACEBRICK PER ELEVATION (VERIFY BRAND 4 COLOR) RAIL @ MIN 3611 HEIGHT TO MEET CODE REQUIREMENTS ***SEE RAILING DETAIL ON DETAIL PAGE FOR MORE FRAMING INFO*** ROOF VENTS TO CODE I ----------------------------------- X- G--------. ----------------------------------------------------- -------------------- ---- L Ll >'REAR ELEVATION ai.,'SGGLE: lib" = I' -O•• —1( 4-)P ELEVATION Al SCALE: 1/a11 = 11-011 TOP_ OF_SUBFLOORING �� 6' PRIVACY WALL (W.O. OPTION ONLY) COFYRIGNT This Flan i s copy written and is property of R Nome, LLC, Any unauthorized use shall result in minimum of (25,000 penalty, WAIVER O } zWz LU LU �d (k~ OO Qw w U ay LU cn lu (y- � z zpc) w0 0 p p lu LU w3z��z0 Z 1Y O p LIJ w-;WfKU� cr)QOw 010 Q � dz w Q � LIJ_ ,�6 w � gz�(XN U cri � W LIJ -1 wdpz ch UJ w~ ~ w cn w OW LL O O u Q LIJ wU- w E) 0 m} Q SHEET Al OF ro X E 0 M W (_Q) !I— m O LI) W �T itl N N • 3 O(Y i pdz V CV 1 � 1 W f� LL X ^ n w LL D SHEET Al OF ro X (_Q) !I— 1L W �T itl N N • 3 O(Y i V CV Or W f� SHEET Al OF ro PROVIDE MONO TRUSSES FOR EYEBROW ROOFS- --PROV IDE GABLE TRUSSES TO SET ON TOP OF MONO TRU33LS PARTY WALL NOTES: - NO PENETRATIONS WITHIN 4'-0" OF PARTY WALL - FIRE -RATED PLYWOOD a PARTY WALL 4'-0" 4'-O" (TYPICAL a EA. PARTY WALL) 12 I. I I I I I I I I I I I I I I I I I I I I I �. I�. �. I�.\ �{,, � I I I � 6 d �• ; ��., I :.I A- ro� Id I r��.� ,`-. ��'�I��I�,I F_��I'�h ,\ ,.II u/ \ 5%4" BAND \� / I I. I�.\I . �.;, j. �I�. I . {, �. Y/ ski" BAND I 5q" BAND I I I I I 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I �/� 12 10:12 PITCHTF 1 1 1 l�� 1 . �f�10a2 PITC \� 12 12 5 hI /• - I I ��I I I I I I I I I I I Lrl/ /• � ll 20:12 PITCH - 181-1011 --- I I 6X6 POST DUE TO VARIOUS SITE CONDITIONS OF INDIVIDUAL LOTS, THE GRADE LINES REPRESENTED BY THIS PRINT ARE FOR ILLUSTRATIVE PURPOSES ONLY. THEY DO NOT REFLECT ACTUAL FINISHED GRADE ROOF VENTS TO CODE ROOF VENTS TO CODE I �I -------------------------- TOP -OF- SU5FL005ZJNa --------------------------------------------------- TOP OF SUBFLOORING� ----------------------------------------- IF 6' PRIVACY WALL (W.O. OPTION ONL . - - - - - - - - - - - I - - - - - - - - - - DASHED LINE REPRESENTS GRADE 6 LOOK -OUT OPTION (_2�)LEFT ELEVATION Al SCALE: 1/8" = 11-0" I I II IIIIIII I I �Z'-011 I 1 ` 1 / I r CJJCIJCJJCIJ JCI�JJCJJCJJ � - _T_I - � � rl')FRONT ELEVATION Al SCALE: 1/41' = 11_011 (NOTE: SQ, FT, IS 1" IEASURED FROM EXT. OF SHEATHING) 3 5EDROO1" I UNITE 2 BEDROOM UNITS 1910 TOTAL FINISHABLE SQ, FT, 1-128 TOTAL FINISHABLE SQ, FT, FINISHED SQ, FT, - 1465 FINISHED SQ, FT, - 1283 FUTURE FINISHABLE SQ, FT, - 445 FUTURE FINISHABLE SQ. FT, - 445 PARTY WALL NOTES: - NO PENETRATIONS WITHIN 4'-11" OF PARTY WALL - FIRE -RATED PLYWOOD ® PARTY WALL (TYPICAL o EA. PARTY WALL) e' .I�Z Q 6 12 (J� �'J jJi 6 . . . .(I.(. . . . " . . . . .. +.12 P11 k. �' su.• gglln r � f� � 5n � solm III 10:13 PITCF; O: �, 20:17 PITCH ' 0:12 PITC! �� i i i i ,�/ � I I�I�I'I�I�II�Iy ✓� �� '�' I I I I I I I i 6 POST 6X6 POSi� //rr,_�FRONT ELEVATION OPTION 02 Al SCALE: 1/8" = 1'-O" Lo RAKE ON GABLE 12 CANT 17 ATTIC VENTILATION: NET FREE AREA TO BE EQUAL TO 1/50TH OF THE ATTIC AREA OR 1/300TH OF ATTIC AREA PROVIDED WITH AT LEAST 50% IN THE UPPER PORTION OF ROOF WITH THE BALANCE IN VENTED SOFFIT ROOF VENTS TO CODE 4:12 PITCH III' �� HL] .o..�R,��iilrENl M111�o1110191MOR I I II - - - - - - - - - - - - - - - - - - - -- - - - - L L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I' -O" RAKE ON GABLE --- 12 20 V -p CANT 12 (3 -)REAR ELEVATION Al SCALE: 1/8" = V -O" 0:12 PITCH_ I I I ROOF VENTS TO CODE Im TOP OF SUBFLOORINGa 1'-O" OVERHANG 6 EAVES 1'-O" OVER( -IANC a GABLE ENDS (UNLESS NOTED OTHERWISE) FLASHING NOTE - ALL OPENINGS TO EXTERIOR MUST BE CAULKED 4 FLASHED FLASHING: IS REQUIRED WHERE ALL ROOF 4 VERTICAL SURFACES MEET. OR WHERE SIDING MATERIAL CHANGES ARCHITECTURAL ASPM SHINGLES ALUMINUM SOFFIT 4 FASCIA 3i2'I CORNER TRIM 3i2'' WINDOW 4 DOOR TRIM (FRONT ELEVATION ONLY) VINYL BOARD 4 BATTEN (PER ELEVATION) FACEBRICK PER ELEVATION (VERIFY BRAND 4 COLOR) VINYL SNAKES (PER ELEVATION) VINYL LAP SIDING (ALL ELEVATIONS, UNLESS NOTED OTHERWISE) RAIL Q MIN 36'' HEIGHT TO MEET CODE REQUIREMENTS ***SEE RAILING DETAIL ON DETAIL PAGE FOR MORE FRAMING INFO ---7 ROOF VENTS TO CODE --------------------------------------------------- •OP==w5FeORING ------------------------------------------- IIIA"IIIIIIIIIIN 6'PRIVACY WALL (W.O. OPTION ONLY) WAIVER O W d IY O } J W `° W(L�Z D1� Z c W LU O � d ~ O O Q W W U .,rLu > N W N H W z dQz�pO Z W W LU wZ—Izp �Owd�,Qz d O p w m cn yr d VwWOW ' ff N p J �Oz IV - (3 ca Z 0 dz W 121 P- T w O p n z U () LU w�pzdc�n coWz��W LULIJ 0 �yz ~ w cD O w � W 5 0 d— O wQWW=� �cdjy>- W )L U_ wDI_m}0 r4')IRIGHT ELEVATION I— H 0 X 04 O � Q� m O � � o N N m N Q qj qi p N � 1 N U z U 11w+� GRADE CONDITIONS f LI_ X ) N O LLT COFYRIGHT © SQ. FT, a FLOOR AREAS ARE FOR This Flan is co written and is propert CONSTRUCTION PURPOSES ONLY, py p p y C.�H� N � USED FOR MARKETING PURPOSES shall result in minimum of $25,000 penalty, 1(p OF r4')IRIGHT ELEVATION I— H 1I 1 1I DASHED LINE REPRESENTS Al SCALE: 1/8 = 1 -O X O GRADE e LOOK -OUT OPTION Q� w � � o � (Yl N 0 W � � N � N U z ■ I— H DASHED LINE REPRESENTS O GRADE e LOOK -OUT OPTION w W W w STEP FOUNDATION WALL O 4 FOOTING PER z U z GRADE CONDITIONS f p COFYRIGHT © SQ. FT, a FLOOR AREAS ARE FOR This Flan is co written and is propert CONSTRUCTION PURPOSES ONLY, py p p y C.�H� SQ. FT. E AREAS ARE NOT TO BE of R Home, LLC, Any unauthorized use USED FOR MARKETING PURPOSES shall result in minimum of $25,000 penalty, 1(p OF ■ eoL10 aFAa1Ns Dowd To coxc. 1arealaa BF<alas woos 4a�e e�ocxlNs. nlDpolar x'o x.o cwac�aeooueDrDilrcacwD1aa a1a,LL¢peeB1aaarraTe e lma�roccse4oDaNNma®orrwaaaDaaFTDmalccoarrDDa oor.awaaeTaeDs_TrLLDo oooaa DlEo.lracDDasoeerulaaa Nu `oo a a.0p��_____-a�i s'ym-• ______s'o a'y_^_ -- -------- b' - ro4. pavaa'yc^r wau -----so �----p-. R_wy-, D4e•a DOWD. ONLY ,DALLTOMEHEIN"FMAIN -�_--- LNOPON, 61 EXT, M NG . II T. - z ay aDDeas1^,, o ° SO EM. OF SHEATHING IS FLUSH W/ EM. OF FOAM INSTIL �® aw awmoaaL arala amwsem 4 G dIN ALL ESMNT. AREAE IXCEPT WALK-OIIT s ENTRY DOOR ®Pexualur sa®ve+rm ro oo°exlax $ _ .__._ WALL IWdLL "J� B •O")J �� L yu+e u'-zm• II -r 't II-IIK laiK au roar worl,m atm m � A I ___nesPrs __ ------------------------ 4---O N. e�� s4 sa sA57 p RO aFaDe, He r ear �r p�D ppe, �,1aa,f _. •_ I RI� nu E1ecr1cel cam 't a4:L�- FAM—LYROOM Anrrlxw.l wMe. aya ¢ R° moY�•1 JU eu ___ _ ____ . 411 T1xwn, cFsnl.ge, oFCI, co. snob I 3 �I^n�0: •B wx un 'my _ _ �_g_Ezym _______________M N®®x rs per xx- s au" -ox ao s'0K �._ ___ _____�__ __ _ sow par. C. 'll iA- - - q e, ` Ro.peoa,a's, x oim�,•'oen�me, n �._____________ .___ ___ _______._.__._____________ _k sosc par I aDLID 4"` . waLL, 9 ❑ 'I - FAMILY ROOM FUTURE_____________ ------------- FUTURE FTD oti 1a \ "�4 ' a — Daae �° � • , � - - - `�'o � � � . sea \ � � Oxxa aE D .1a" D.D � • � a'y" a'.e„� I . a'.4" \ " �� - I �� b• •case lr tout. ew< o.r.wa•eweca: _________ ____ ou xo^ x B" coxc. pro - _. � I �:`�� l_- >_ � F c.• • , \ � '_sx" ^ a �___ __ ase <• Dwes «,� _ II{�I --- xy a . I xx oa is xoa .cisoNCB rc __ o ;wrex� xxs aruwsw' �� 4s .ram I O s sae . coNc ms 2 a E I oaxa�aNrRT.pDar.pl�a �----,�;n,�- - a=--�--,�-m--, -- g&��1�3 � Ip•� I; o�.�cas�¢xlr ew< F �rsm a _ _ _ _ _ _ ____ __________________ ____ ps ' _�.��__ — -- N14,a,^eacw"°"`e o_ —.________-__ __ _______ •_____ �!� eel °aaDD "� orIcse%e•croxc ' _ LK uMNra1 space, •,„� ' space eew � •°••••M; _ c pro '"••"` I � m a wau •o' � " I Y os wa 2 au s • m ®oa' sea sruos, Y O I II w GARAGE 7x 9 7�j -- � ��'� �"�'�d E o {oTY+•c. €� •- see aa�hsm+nre eaacm n w,LL p Dema Dr, DaT<1�_____ _-e _'------------------ — - Ptd a }n ----------------- _ ------ --tea . - Lx34. 1 PRINT AR . PATIO 6PEOIFlED OTHIS NOTE.. ALL WINDOW 0. ao 100• Q E : a4„ 01MONTON a 100 a0 100 NERIFY ALL WINDpII R.O.'6 PRIOR TO CON6TRIlCT-1 L so xo0 a m MNOO- TO MEET FALL PROTECTION REQUIREMENT.) �' xs'-o' x° -o• hII ALL 5EAM6 a 14E4DER6 ON THI6 PLAN ARE wEYERHABI.ER -.6 —T FOUNDATION FINISH PLAN (3BR) FOUNDATION FINISH PLAN (26R) ENGINEERED WOOD PRODIIOTS F DIFFERENT BRAND 16115ED, 5CALE: 1/4" = I' -O" A3 SCALE: 1/4" = V -O" vERIFY .I a DEPTH PRIOR TO DO—. TOTAL FINISHABLE SQ. FT. - 610 TOTAA3L FINISHABLE SQ. FT. - 584 BEAMMEADER 6uPPUER TO VERIFY THAT ALL FINISHED SQ. FT. - 165 FINISHED 5Q, FT, - 139 BEAM. AND HEADERS WILL .JPPORT FUTURE FINISHABLE SQ. FT. - 445 FUTURE FINISHABLE SQ. FT. - 445 ROOF AND FLOOR T-6 LOADS PRIOR TO CO1,16TRUCTION NOTE: ALL EXTERIOR DIMENSIONS ARE TO THE OUTSIDE OF EXT, FOAM INSUL. OR SHEATHING (UNLESS NOTED OTHERWISE) mQ ay j u44/yER a pwr �,a'¢ wxa�E 11 w 1R1M1�' ° � �'°� a.a. s'on• x s' -✓a" LOOK-0UT OPTION Po � J an. am•xE ym 3Y��s -- - -- - --------------------- ?a4=o �w 00 11.6• Hxm ��a�� ®ems Q, j x0 yiQ�n ay E_g�o� ---- WALKOUT ALKUT OPTION �'�° K w IF _-----___ coxol _ _ __. _ ___________� Frs�, pea saaoe n 6a0 pnno io :ex sy+e a w • zµm udi b -W nu AM4 `a,°B.rcag o wDr 10' w �r a „ �M � 1 �' � F><T.DF. Baa •� i a ' `v 44 / 1 0 4 ± e / . S m RoAGE -, a �aNTaAaaewxis aLTeeNAre eaaceo ' wuiaQ pAxa oeT.O oN Deme ' RR au d wun1H0 Der.ee p pax ° LL u.rmmu,e I u N xo x'S 0s'sm' 0 W mme 3 FOUNDATION FINISH PLAN (315R) °u SCALE: 1/4" -11-0.. TOTAL FINI I -I 6Q. FT. - 610 Y1101"YO xi... $HEFT FINISHED SQ. FT, - 165 FUTURE FINISHABLE 60. FT. - 445 WAIVER L� ua °xm �Wm - ao uo uo NOTE... ALL WINDOWS r PATIO DOORS SPECIFIED g ON cc _ u'a' _ cc 4,Ik cc ec 941 ec oo• m8 r-0 _ TO HEE�i R IISRIFY LTDONBN) LPROTEOTI REHEN SI z WD noQa�p o V".:w umm Qri BEAD E.-D—NAEUSER TRUS . HDERO ON TIS PLAN ARE IF WOy� � L „ 1 f u� ENGNEERED OD PROCT DTS II ALL g m i L".. IFFERENT BRAND IS USED, VERIFY SIZE .DEPTH PRIOR TO Do— DECK DECK DECK Y = p a BEAM/HEADER SUPPLIER TO VERIFY THAT ALL 4 BEAHS AND HEADERS WILL SUPPORT 9 ® c ROOF AND FLOOR TRUSS LOADS O PRIOR TO CONST—TION iDsb 4 �1 UUm s'o Tlu • Data mavw L Y 0 Q i O Tnu. wnLL N �j-m ao. u �'', cone Palo vCaR � n PLY ttlob u4 I 6 RY Ma a�aa PA ocoR ,{i a�.o+. D m miaow P Tb o _ _ d\ PINING V DINING / �yj soup xnwwc owm ,o tout. tt 0 9 a ®In i Ola s GREAT ROOM a. ,I$ \ °,. ^ a y ? a• GREAT ROOM N°`"E awccK'uc. n�Dvomm F g d m a GREAT ROOM ".o..a .a•vo I _ _ v. I a A \ ypUYIII Moa A- 11 norm o,111we Wm� DINING IJ -2-MIT. J ss a -- - _ .. k mennovsR rzuae. � ve rzus isr Ov ert� 4, avow a —E ••LL " r � _ i -_______ -_ ww acruAw wocanoNe V1 4 ®® i KIiHEN KITCHEN demo'f1i�O(( �I, KITCHEN All E-1-1 • i } _ 6 x 3 �.j" � j '� ra • - aOo.a" z 3 �e gill vBEDROOM Q � n <u n.r,.. i�.i..... re...r�..=. y Q � �.A - I b m � r J� _ Qoo. rRw,Es y \ � r✓ 0 ) c� O - � Q io'se. n E .'e' MASTER .I I BEDROOM - BEDROOM •31 _? S i :BEDROOM •3 - ,S MASTER '' MASTER .-y .a • 4 • wa EDRo - ° — O�OML g----aFw O� M Y xwiamer�n ne uv mI wo. a a-sa V BEDR aFxa o u -- a 9 - woos soses� u� n: e4 e•rou __ - -___ _____ ____ - __ O QN . b4 m w 10, xb L x4 R*bme 1 3 BED RM. FLOOR PLANFLOOR PLAN z F - SHEET �2 BED RM. �3 BED RM. LOOR PLAN A4 SCALE: I/4" = I'-0" A4 SCALE: I/4" I'-0" A4 SCALE: I/4" = " A4 pF 6 MAIN LEVEL 80. PT. - 1300 MAIN LEVEL S0. FT. - 1144 MAIN LEVEL SO. PT. - 1300 NOTE... ALL DIMENSIONING 16 TO THE EXTERIOR OF THE SHEATHING WAIVER A LOO<�T OPTION -------------- � — aa Acr ---- ---------------------- — -------------- --------------------- T ------- ------------ -- - - ------------------------- ------------- IR A ----- ------------------- --------------------------------------- ---- ------------- rEr Oz 7 ----------------------- ---------------- -------------- --------- -- - ------ -------------------- comc. FDN. WALLS To BE wELD IN 2N mom MAIN Lsve- ------------------- - ------ ql ; -------------------------- FRA ING ON E-, ISZMNT. WALLS ONLY ------------------- ------------- it ----------------- - TO a MEASURED FROM EXT. OF 8WEATWING DOOR T, OF SHEATHING IS N-134 W1 EXT, OF FOAM INSTIL, A— °j I �IN ALL 9 L BeTINT. AREAS EXCEP WAL—T 4 ENTRY ===11" -11=M7. I WALL (WALL "J� 4 "0')) 3 - -------------------- -T ---------------------------- --------------------------- --------------- - ------------------------ -1=yT - R A- :4+r I -j.------- :L -" - - -- � I WE - 1 -1— 1 -1. — .— , ' ?p ------6,.. (Q (;)7-..'-' -'J='.�='--� ----------------------------- - ---------------------- -AL '9ug .0 I 16o m 1 WALK -OUT OPTION mupp —7- om -A- IT - - ----------- -------- -- ----- ---- ---------- — 70 Z' 3 au -rarvoa,wx norm. ---------------- ------Y wan maw. -- ---- ------------------- -- 19 -------- ------------------- - -- --------- --------- --------- i�— j (D—:.- -: A ------------------------- - III FUTURE FAMILY ROOM j awau •J ------------------- -4 -------------------------- -------wares '4� - FUTURE4 W, It w --------------- ------- W� FUTURE ..K I FAMILY ROOM A ww -qq ,cam e ----------- ... --- -------- IM 0 --- ---------- 74 1, 11 ILI ---I -- --Iw------------------- ---------- --------- --------------Ii - ffI --- -------- -- ---- I ; . T. - ------------ ----------- ib oW -------------- �-y IC, pl-A Tp 3a' GARAGE W- GARAGEL GARAGE a 1. 1a I -E Al- -ULA - mo Nreelae --Z coxcC� OF 9 T W ITAL —.A. _T — - — 'ems--------------- -- 1 ---- --------- ----------------- ---- --- ------------ - - ---------- - -4- --- -qj ----- W T ---- - -------- - -------------- - - 'Z - -------- 9: /7 NOTE ALL WIND WIS I PATIO DOOR$ SPECIFIED W, PRIOR TO OO TION) --NT" PY ALL WINDOW R. ON THIS PRINT ARE: s, I wo (WINDOWS TO MEET PALfI—'=TDN R—REM—) ALL SEAT. I WEA..FS - 11. —N ARE AW, R&me WEYERHAEUSER IRLS 11.1 FOUNDATION FINISH PLAN (35R) I FOU FINISH PLAN (21BIR) TION FINISH PLAN (25R) FOLINDAT'lON FINISH PLAN (3BRj' ENGINEERED WOOD PROD-$ IF GALE: 1/4" (j)5rlo::AULrN.')/t DIFFERENT BRAND 15 USED, 1'-o" R\'�A3 ecAL.,�ffl -o" VERIFY SIZE I D-14 PRIOR TO CONST. TOTAL FNISHA5LE 6Q FT, 610 TOTAL FIN15HABLE SQ, FT, - 554 TOTAL FINIIB�A`BLE SQ, FT, - 554 TOTAL RNISHA5LE SQ, FT, - 610 FINISHED ea. FT. - 165 FINISHED 50. FT, - 13S FINISHED 8Q. FT. - 13S FINISHED SQ. FT. - ISE, 76 SEAT— ER SWPFLIBR TO I— THAT ALL . 771717 44r -Q� FT, - 445 -445, T. - 445 BEAM6 AND HEADERSWILL SUPPORT FUTURE FINISHABLE SQ. FT, FUTURE FIN15HA5LE - FUTURE FIN15HA5LE SQ, FT, FUTURE FINISI4A5LE SQ. F 3 OF 6 -Dl AND -- -Uss LOADS NOTE: ALL EXTERIOR DIMENSIONS ARE TO THE OUTSIDE OF PRIOR TO OO.TIDN EXT. FOAM N5UL. OR SHEATHING !UNLESS NOTED OTHERWISE) xo � ]mo oa xo � xo s's• o � ,_.,.....i.. s's' s4�4 Iso" ss" L ss" I,o' DECK DECK DECK 4 "°""""`•"�' ..M�.� w/ aolv� ov eoTl] elDrn °� 7. u I n IDm 4 I DECK C so Tau.oscc corervw re � iocevnn000wz sa Tnu.oscKcorzrvsw p Ir�axlauvmu•uurulvreoarL I I ° _o._- - o°coon°�__-__AS'�� DINING 6RR9 � F7.., INP,.eIN�.vmem3.n, o,o Dore / Y a P re ozb• "B. am' � g 3� sclasw Treussm.]a oc GREAT ROOM �• '\ ^- e e a` -In /' �• GREA�ROOM _ I � GREA.t ROOM • I $ � � _ �' � � � \ DINING\ - GREAT ROOM - I -.A j � k v •m'=:=: "e* a i DINING --NYmn ME- '' e_e iYm _ KIT�� t'u KITCHEN ssl W ) ° $I• 9l KITCHEN • BEDROOMn o s;� OS $y: g -.s. - # n 8wreoc s g°R �- ... nmri = sv� n� �' 0 - Il ns ® BEDRooM• d .]a o'R� ® ® O -s ®.�.�I 1' Y am g 4� •1�.ia w�c 8 O ._.O a we reoo. R, �Z=- -19 SEd B«. � y„2, �_ a ________________ -•y g a O� ,eQ � eo� p w p r EDR A . swar y' m> p b_- I- e�wua m ox„ ,�u 9 s -ala• ra• . BEDROOM MASTER / eo0 •u 41 ffi j m. n \; �.. rm� r$1 - ° BEDROOM BEDROOM •3 (BEDROOM MASTERla 1 b i MASTER ® BEDROOM _ re.o.mo BEDROOM wssxu fl ] ireminmee pa'o%• -- 4 a reLr a. 's w/ VI l _________ __ __ _____ ______________'LA��E ________-_ -_ •us¢'eJ re.o. m'ar%' I zrnma� ___________ ________ ______ __ __ _______ �a I�. ]nel eIW I rec.sd].sa% Q I -------------- aFaau n, m� I ,•A. � I m-0. � .•.. s-,. m8' ,•.. r-0' ,a. m8' ,.. ,a .. ma ,8 � mA xo I ]md F xb I x4 NOTE.,, ALL DIMENSIONING IS TO THE EXTERIOR OF THE SHEATHING BED RM, FLOOR PLAN 22 BED RM, FLOOR PLAN �2 BED RM, FLOOR PLAN �4 3 BED RM, FLOOR PLAN A4 SCALE: 1/4" . I'-0" A4 SCALE: 1/4" . I'-0" A4 SCALE: 1/4" . 1'-0" A4 SCALE: 1/4" . I'-0" MAIN LEVEL SQ. FT. - 1300 MAIN LEVEL $Q. FT. - 1144 MAIN LEVEL $Q. FT. - 1144 MAIN LEVEL SQ. F. - 1300 WAIVER O a �mgg�rc of Rj F °W IFy NOTE... ALL WINDOWS . PATIO D—RS SPECIFIED ON THIS PRINT ARE: SIMONTON WNW t IC K m d Zj 0 (VERIFY ALL WINDOW R.O.'6 PRIOR TO CON6TRTENT6) !WINDOWS TO MEET FALL PROTECTION REQIIIREMENTBI m W WW 9 9 a a ALL .-1 . . 6 ON THIS PLAN ARE WEYERHAEUSEHAiWSER TRUB JOIST ENGINEERED WOOD PRODUCT6 ° IF DIFFERENT BRAND IS U6ED, L j � VERIFY SIZE 1 DEPTH PRIOR TO CONST. nn p°p Y a � � e BEAM/HEADER BEAMS AND SUPPLIER TO VERIFY THAT ALL HEADERS WILL SUPPORT I L � tt 4 ° w ROOF AND FLOOR TRUS6 WADE PRIOR TO CONSTRUCTION 0 :ten K Z Ig r OW' 6 µ O � U =M.0 =�mo wHo s�relrv�o�ry To cov� � � o � H��E mwcKlry%. rvloreolrv. � � m � �m 4 euenoore, urvime voTm oT«aawee � � � a r re�l�, rvw r . .\1 I-ALars iv �ac�aw wccanovs .•w G , 0 D_ S omen w Nv E—, m al .I.urm«.I�. sa .°.,..m..,m. ' fm b Q m w a u C, Fl yg V ' V r W 8 O r a � om R bme s ION ----------------------- INR,L. ----------------------------------------------------------- ----- - . ---------------------- b ------- HoD_':: ------------------------------ --- - ::- - --- ................... ie • ao E.,. of _._.,«Iu6IB ,zli5« w/ ' "'°"`°'"°"""°'• c v ' ' ,N ALL R:sl,ut K-0I,t.m+m. DDDR _' !_ _• . 7 n9 •.. �,,..,�.....�, u'��R.R.R,.R.R..R.R,.,.y, ...........................� R : 2N1'IiVIEASn,n„n 1 d i I , TION _�--------- - ------ ----- - ---- _725, --—.....ttbu - — �....,. 0 �I� I I ❑ ANIL _b---E —,a _]I� .,«,....a..�., L .. .. w,.«., a __ ewa _......_ R ° �e »w.._.. _.. �w..r ' � - ° tors .__.._-.__.._............. : .._R' __.._-.__..__.. :_-._..__.._-..-...-.._-. .-.._.I RrtuRs -.. .. ngl •cwce cwt __ ®..,,week �. •- .�,cw=�. �,a.•.�. '- a a..�., (D9_4" .% I-,+- I : y� = iam.e�cuva auc G I - NI-.,I ..a -'p ,.. u..,•,- :_.__._��` .� - � X95; -' Y LijK- w ® , �.... a i $ ❑ �s \ i X64@ —A- :�. I a� ❑� \ o \ a a a. FY �e w�"m�R. —tea®� o I�o� ��:I � ,.�;� �•!� _ �•!� , y; b �� " u J. �. :`— ec QQ ' a .a� ------ -ne — ---_Y, o tR,PRINT .!� wluoaus To nFEr FAu FRotecnoN RFaIReleNTs/ .LL ARF FOUNDATION FINISH PLAN (36R) (F FOUNDATION FIN15H PLAN (76R) FOUNDATION FINISH PLAN (75R) ( FOUNDATION FINISH PLAN (7BR) ��OUNDATION FINISH PLAN (3BR) ALE: 3/I6 � 1� 6CALE: 3/16" • I'-O" SCALE 3/16• • I'b" bCALE 3 • I'b" SCALE: 3116" : ♦I vwirr eig • oFrt« ,slog To cow.. TOTAL PI 1— $0. FT. - 610 OTAL 1I1ISHA6LE SQ. FT. - 504 TOTAL FINISHABLE SQ. FT. - be4 TALFINISHABLE SQ. FT. - -4 TOTAL FINISHABLE $0. IT. - 610 SHED 9Q. IT, - 165 Fl.— BQ. FT. - 139 F NIBHED BQ. FT. - 13SHED FUTURE FIN16—E 6Q. FT. - 445 FUTURE FINISHABLE b0. FT. - 445 FUTURE F18-5 6Q. FT. - 445 FUTURE FINISHABLE b90. FT. - 445 URE FINIbHABLE 6Q. FT. -445 NOTE: ALL EXTERIOR DIMENSIONS ARE TO THE OUTSIDE OF EXT. FOAM INSUL. OR SHEATHING (UNLESS NOTED OTHERWISE) f 1 O Lm� RRbme s Z �m....a SHEET - A3 OF6 I d ----------- - a 03 BED RM. rl-00ft PLAN FLQ.�.)&PLAN PLAN 4L PLAN nAiu I' +lffayt;� .1. 1.. - - 111 1— — ..' - - .I IAIN —M 60, IT, - III NOTE... ALL DIMENSIONING 15 TO THE EXTERIOR Or THE SHEATHING nes --- -------- --- - -- -------- (Z) BED RM. FLOOR, PLAN IAN v IT. - moo WAIVER mai 0-0 H O ou. 0�9E MM HIP V cmwg RS p�o LU BRICK 00 � m EDGER i cV _ O " 1.1' OVER PROP. LINE TO- _ THE EAST --- I II ) II II N II II BRI EDG R F I II II II BRICK I ' EDGER II I 11.1' OVER PROP. LINE TO C!1 THE EAST II II — --«• v II II r D Z rTl PLANTERS z L l 2.0' OVER - — _ A L II PROP. LINE TO THE EAST II II II PLAYGROUND - II II THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL . THIS QUALITY LEVEL -WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE L NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Jul 17, 2018 - 3:57pm - User:pmoreau K:\Projects\PROJECTS\21371\CAD\Civil\Sheets\21371-C3-SITE.dwg I —I—r---I� I HWL = 965.0 1 i j PROPER OF v 0 0 30' SETBACK LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW KEY NOTE PROPOSED EXISTING �— STANDARD DUTY D — — — — — — ASPHALT PAVING CONCRETE PAVING WL CONCRETE SIDEWALK STREET LIGHT POLE A &Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Surveying I Planning I Environmental Client CARLISLE VILLAGE, LLC KEY NOTES 2850 CUTTERS GROVE AVE. SUITE 2017 A. NEW LIGHT POLE MEETING CITY OF MONTICELLO STANDARDS. MATCH EXISTING POLE AND FIXTURE TYPE ANOKA, M N 55303 (OR APPROVED EQUAL) FROM PREVIOUS CARLISLE VILLAGE PHASES. B. EXISTING LIGHT POLE TO REMAIN. DEVELOPMENT NOTES 1. STREET LIGHTING SHALL MEET ALL CITY OF MONTICELLO EXTERIOR RESIDENTIAL LIGHTING STANDARDS. 2. FINAL LIGHTING DESIGN AND CONNECTIONS BY OTHERS. Project CARLISLE VILLAGE 6TH ADDITION Location MONTICELLO, MN `O CertificatioWv I herebycertify that this plification or Y report was prepared by� nder my direct supervision and that a duly licensed professional ENGIder the laws of the state of Minnesota. lcr �O 4 Moreau istration No. 53735 Date: 07/03/2018 If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: JEB Drawn: JEB Approved: BDB Book / Page: Phase: PRELIMINARY Initial Issue: 07/09/2018 Revision History No. Date By Submittal / Revision Sheet Title STREET LIGHTING SITE PLAN Sheet No. Revision NORTH C3902 0 50 100 SCALE IN FEET Project No. 21371 CARLISLE VILLAGE 6TH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Carlisle Village, LLC, a limited liability company, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot A, CARLISLE VILLAGE 2ND ADDITION Has caused the same to be surveyed and platted as CARLISLE VILLAGE 6TH ADDITION and does hereby dedicate to the public for public use forever the circle and the drainage and utility easements as created by this plat. In witness whereof said Carlisle Village, LLC, a limited liability company, has caused these presents to be signed by its proper officer this day of ,20 SIGNED: Carlisle Village, LLC, a limited liability company, its President M3 Kent Roessler, as President STATE OF COUNTY OF This instrument was acknowledged before me this day of 20_, by Kent Roessler, as President, Carlisle Village, LLC, a limited liability company on behalf of the company. Signature Notary Printed Name Notary Public, County, My Commission Expires I, Craig E. Johnson, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of Craig E. Johnson, Licensed Land Surveyor, Minnesota License No. 44530 STATE OF MINNESOTA COUNTY OF 120 The foregoing Surveyor's Certificate was acknowledged before me this Craig E. Johnson, a Land Surveyor, Minnesota License No. 44530. Signature Notary Public, County, My Commission Expires day of Notary Printed Name , 20_, by CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of CARLISLE VILLAGE 6TH ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20_, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By: Mayor By: Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20_ Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER This plat was recommended for approval this day of 20_ Wright County Engineer WRIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this day of 20_ By: Wright County Auditor Deputy WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 , on the land hereinbefore described have been paid this Wright County Treasurer WRIGHT COUNTY RECORDER day of By: Deputy ,20 I hereby certify that this instrument was filed in the office of the County Recorder for record on this day of ,20 . at Sleeve , as Document No. Wright County Recorder o'clock M, and was duly recorded in Cabinet No. SAM BATE K, INC. ENGINEERING, PLANNING AND LAND SURVEYING SHEET 1 OF 2 SHEETS CARLISLE VILLAGE 6TH ADDITION DRAINAGE & UTILITY - EASEMENT- - ,- EAST LINE OUTLOT A /' . I ^`� '_�.NN00'24'1�5"E 658.63 ✓' EDGE OF WET OLAND-- �00'24'10_'E 140.00 /.10.00 i�,�'-i' S00'26'58"Wil S01 *00'02"E c` S03 -48'42"E 5 r, - ^ -. r, i� , I 20.04 i NOO.24 10'E 140.00 _34_.81 ``--------C 31.00 `� 26.00 `� 26.00 `� 26.00 �. 3i'00-� X4.05 X1.00 �6�0� 2 26.00-f-31.00 7 `1.39 ---- 31 / W ` \J� `i;i� • 1pp 26 00 8 0 0 A99 N00'24'33"E 70.26 N00'24'33"W 69.84 ' 0 00 00 26 N1426'06"C `Voi O �O' 0 o,0 o o cd Oo 140 `� i c 11� O . 00 0 3 3 3 00 od 3 3 3 7co co 2s 0 00 / 0 1° 'L6 `so•. 3 o oo 0 0o o o w 1 i° 0 2 1° 0 3 0 0 0 w d2 v 3 ° 26.00 �`Oi / co �� 9 �� 0 F 1 2 '.`�`> ao 3 ;` ao 4 ,P ao 5 o o Mao Mao M 4 M 5 0 � 40 0 - 31.0° 00 in rn co rn c° rn c° `o rn `° rn `° -Lo Lorn co co � r7 ^� 0 O 3 N (O cF. Oo rn z z z z ;�.`� z z z z ;� cn c 00 00 00 00 00 o 2 ,"� 0 o ory �1 °° s�o. o� so�o z co 00 z z ^(o 3 M M o v o 3 `y 4 M N00'24'15"E 311.68 31.00 26.00 26.00 26.00 31.00 31.00 26.00 26.00 26.00 31.00 31 0 2 2 co 5 � O o � �.-� `� F,,� J)6, >�p• o0 2 S00'24'10"W 140.00 S00'24'10"W 140.00 26.00 .40 0 26.00 p�'`,i 1.101, ; 1 1bcp C V 426'06"W 26.00 - S14. g� o., 600 �� N00'24'15"E 264.57 i co L=79.34 R=324.00 d=14• 51„/ '4p00 31.00 3 09,E 167 62',,,� '/v>>. �sti9 X11 ,562207 °'' OUTLOT B 518 a \ DRAINAGE & UTILITY EASEMENT 153',e 6800 00 �1' i`6k°° D GATEWAY Ln CIRC N,426 " OVER ALL OF OUTLOT B 10 o= CIRCLE N'4.26'06'E 144. 0 �� '`� S00'24'15 W 264.57 14.1 86 11a„ 68 N 5 �`� „ R=2_72.00W �'� 68 ° o `� X06 22 OS V L=66.61 i N1g'2 0� �0 sl;' o M �' i 26.96 _ o ` // �vo� .'S 31 "W ��-I S00'24'15"W 166.00 S00'49'03"W `� 22.74 4 ° 2 � �' 20 ,, - ^ ^ (; 7-----�0 r, NO3'53'21"E 140.00 S14'03'22"W��`� S1 -' 0 68 0 co ��°�°J 2607/73;, 31.00 26.00 26.00 26.00 26.00 31.00 0 31.00 `� 26.00 O 26.00 31.00 O��-;� 426'°6"w '44 6 �� 0 19'21'0 w `ern 0) o S1�• ° N o 2 in 0 26.00 8 N 8 0 o cp. 2' 12 13A114-29, 6 1831 „w o Q, 5 � 0 w w w w !� 00 c N 1 ° N= N o ° oLo Lo o o o o� 3 3 w w w w 0 0 3j 0 429' f N N 'W /ry ry 3 o d oM s1845, �(o 1 0 2 0 3 4 S o 6 m ° 26 °j,, 114 ��> rn 3 18 o co Qi 6 >>" 00 in o o ;� o o ro 0 > 1' N 2 68. ° 41 ^� • ° 8.00 �' (n ao ;� a0 n ao ;`� 0o r•`n� a0 r� °' 1 0 `� 2 0 ``� o °i o `°'� co co 14 °p 26 ° i X07 6' o, •o N1g•2 p rn 5,�, 0 ry' N "� 0 (o rn (o rn co rn co rn co 0 M c6 o ao co 3 0 0 4 0 co w 3 00 `3R �o � 0 68 � 0 0 ls• ,cv v• s� ,o o a0 ao ao 0 co co c6 o ad ,�u o 0 T ` h �• 3, „w rn ^� i� <o o N N N N En :`� o co co co zo co coco 5 0)ff) 0) 3j.00 1 O Mj co' �� 3 00 00 (n In co a0 O O O; n V N +W DRAINAGE & UTILITY! 2 ry 1\ o> 4i o h� v cb z z w o 2 0 0 0, 18 EASEMENT 6 0 co ^02 # ^� o o ;� 0 :"� -�" �\ o 0 19'2100 w o S17-15*8 00 co 11 o; �cOo •� 68 31.00 26.00 26.00 26.00 26.00 31.00 aCOo ^ ;� o °� v w. o N o 3i,, N zm 52 , I!d' o S18. 00 M L L L L ,, :: J U 31.00 r 26.00 26.00 N 2 cd 'o0 N� ll 0 68 00 M' W ^ U vi V'N ry. 48',1"Iy N00'24'15"E 166.00 ., iV v 26.00 31.00 0 4 �� o 0 /� O C �• w i 5 1 s m 2 S03'S3'21 "W 140.00 J 31 00 •� w , ` 0 p N o (� oLo 01 i 0 68 0 0 °' 26, co :"� �� w W= No 00 °p i 16,17•p1;'w 9.06" S1j-1531,, U o0 S184g �� N �• �� S142s�0 26.00 (n \, 4 - 21'1a�� 68 �/ d 68 00 _� 3 52.00 "� W ( ` 01.W 0 3, S1g� 198.07 1 9.56 / _ .� �� 4.0 01 0 � i- � o � � ` Si512'0X30„w �\ , 250.07 0, _ _ - 29.06 _ � � 68.0p NO2'01'01 W 68 0 /,11: N29'13'36"w \� l �`- � ` O 1 5 � o N'S *0"32" f 68 00 i' 1 \ I Nlg4 0f ./ �.. o 1 680 0 r7 0 8.01`f- •v3 1�. o \ \ \NDN\co // ��g��4 S32o ` (-�,N 5120X30»w ^o O 0 105-01, 32'E M. co 68.00 ( M _ N 4 0 `�� 0o sl C) � �� 3 O N1g01' 2„ co DRAINAGE & UTILITY EASEMENT 6 `I �� •' L" co o a !M co 3 f N PER PLAT OF CARLISLE VILLAGE - OUTLOT A o N 4 0 2 68 °0 0 2ND ADD. DRAINAGE & UTILITY EASEMENT iM 6g.0p co ^o lz d 40 N 4ij -to co (03 0 \ OVER ALL OF OUTLOT A to o Si cv 3 rr�' co ^ N1 0 v^i CO 2 °2 3p w V 2 0 68.0 01 32 E N ;cu co N 3 0 �o ,N - - - 68 V N 2 oo Si2p2'3 N Z \� N15p1' co v^i CIV 2 0 00 DRAINAGE & UTILITY _ _ _ _ 68.00 co n o rte) - M 1 EASEMENT ` S12 N �N;� Cco )� o o2'3p„wcc � 52 o N 5js o 4 \ 1 o 32'W 68. 00 � 4.38 � \ 19.31 -N12'2'30,, �� N81'47'47"W \ 13.03• O-- __�_- G SO4'53'52"W 68.00 1 / 20.86 < \ N00'05'50"E 140.00 f 68.00 ' 31.00 26.00 26.00 26.00 31.00 : _8 27 �' 00 - _. 3 0 VICINITY MAP r �; • \ \ \ Lo Lo 0 000 3 3 I 00 /,�h � N ro to o co 0 0 0 o I i rn m aoQ 68.00 0 �o �o �o Loo i o ,� 3 w 0 54'53'52W t�a°po cs NORTH / s2 -` \ \ N 1 ° 2 0) (o 3 Lo (D 4 (o 5 � �� p 2 0 3 co co (p co I / ^ N O O NO SCALE `- �, N 'a'n, z z z z 11 0) �i �� io � uoi�;N 68.00 c� / c\ co Lo C). GyT Op I ,; . \ \ - '000 z 1 \� N' z (00n N o 54'53'52"W a`no --_ R psOiyq --_- I / �`J- �� • , / \ �� \ N 31.00 26.00 26.00 26.00 31.00 ^_ _ DRAINAGE & _� 1 o z _ 30 uJ �Tti FtiF / \� <�' ,� / \ \ I �i 18,64 v S00'05'50"W 140.00 v UTILITY R=4.00 EASEMENT _ L=5.95 36 �i' ��L \ ��,�' N65'15'32"W r 7 U _ Lt _ V , �d L _ � X85'13'56"__ N00'07'44"E 150.24 N04'53'52'E 68.00 i R=174.00 N00'07'4403E sR �; I I \ L=14.74 , �- GATEWAY D,��,� °°�° X00 °° °s�sy A--- 4 51 19I to o �o �. R-10.00 �� !y I o --- --- \ L=15.71 �- �v 6'q i d�- _ �,'� A=90'00'00" S00'07'44"W 140.24 i tK 3 °O �� 00 O CO J O° 60 .- �- C N00'07'40"E 140.00 O 2 ^ SECTION 19, TOWNSHIP 121 N, RANGE 24 W, i i W 31.00 " 26.00 26.00 C 26.00 C 31.00 O S� %P 6' WRIGHT COUNTY, MINNESOTA I L 1 J .O° 0 o S• p0 In 1 00 2 00 3 00 4 00 5 I 000 o o 04 ao � ao �,Nn ao ,N ad 0 �6,,, �tx F - - (n co N rn co rn co Q) co co N F 2 I 00 z z 00 � 6� 0, z z O O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET I i 1 i z 1 0000 ° AND MARKED BY LICENSE NO. 44530. IL 11 L i _ C 31.00 e � 26.00 • 26.00 26.00 31.00 _ _ _ _N10�4g; 27"W 70.2 • DENOTES 1/2 INCH IRON MONUMENT FOUND. I I ` S00'07'40"W 140.00N57*1`J -- ,' 28.00 '55"w S01049'24"E 185.00 BEARING ORIENTATION: NORTH 28 00 " $$$'10'36"W � THE EAST LINE OF OUTLOT A, CARLISLE VILLAGE 2ND 0 40 200 - - -I -T- Y N01'49'24 W 171.21 ' 11.00 ADDITION, WRIGHT COUNTY, MINNESOTA, IS ASSUMED TO BEAR NORTH 00 DEGREES 24 MINUTES SCALE IN FEET 05 SECONDS EAST. 1 INCH = 40 FEET I U 00 00 Cy) w 1; 00 O Lo 0 00 Z to Pj 05Z Cli 0 C N 0 0) �d, �1J _ J 1 SAM BATE K, INC. ENGINEERING, PLANNING AND LAND SURVEYING SHEET 2 OF 2 SHEETS F -29TH W-t—.d P111,1�-1— Preliminary for Plans Plat, Site, Grading, Utilities, and Streets for Carlisle Village - Phase II Monticello, Minnesota Prepared for, Map Shadow Creek Corporation 172 Hamel Rd. Hamel, Minnesota 55340 Contact: Lucinda 13ardner Phone: 763-553-992 R E C D 6' A 4= n Fax: 763-553-9983 JUN 0 3 "LOOS CITY Or MUN 10--.1-0 Prepared by. Westwood Professional Se ; 1.1117111 es, ". Project number. 20041091.01 Contact O.i- J J.'-- P, I aD"A I sE¢er NO. DbSQ Cef I I .O R 5HEET 1 z Exlsnrvc callolnorvs s ExsTNG BE/F LrsT - -- - ♦ PRELIMINARY PLAI 1 5 PNEIIMINARY GRADING. DRAINAGE k EROSION CCWTR0. PLAN F R PRELIMINARY GRADING. DRAINAGE, k EROSION CONTROL PLAN J PRELIMINARY UroLY PUN 1 I I CAPNER SIAIE OW ME M. Ta nA-elw�iiz-°0°� Vicinity Map Y✓°aPti'a'� i ��)) ld t o 1 nY$f • e Site NONTICELLO TOWNSHIP 0, _ n 6® INO. DAi RHV6ION 5iRHEi o2//05 oro c--ts Al I a Gd/uIs/os nlr e.—, All 13 01 /31/05 cnr suEmatol All i I NOT FOR CONSTRUCTION Preliminary Plans lu Plat, Site, Grading, Utiities, Bnd Stoi For Grlisle Village - Phe 11 NmXalb. NYxun RN. OVW¢5 Ant 1N> s]W< Wesl+aaE Prolessiwol $erviceA Inc 1 L' ! ti r a \ i ti Yt' C`I`vm 1V s g. 74 1 �® v a ti t h �� --k e, IC�\t ie "' Q`?` \ \� s 1 .w�� +d a t Ys 3 '1` sem.,• \, ( / k : s _ - .j Legend Er,:m--9a. E,511G S-1 . ® 5-11 TRBB LISTING AND LOCATIONS ". Westwood Pro(ei'iomtSlrvices,hc- .m. Mss mw,a w. Shadow Creek Coorporation x.m..r cn Baa. (bPNER STALE 0!fCAU 65 o w 1-W-p]pi Yn�lM �Pa 1-900-i5}-,166 COMPLETED BY: MFRA o rho mo sm NOT FOR CONSTRUCTION Carlisle Village I o- ov>am 2 Wq 7 Phase - II I Rldqting Conditions am, w�omm .3006 N Stlwd PIctC3'i-.1 Souk.'. I— Westwood Rofessional Sjrvices, Inc �1— TREE LISTING AND LOCATIONS COMPLETED BY: WRA Shadow Creek Corporation 1 PlYNl1 Carlisle Village Phase H .. . . ei"9 GOPHER STATE ONE CAL hn L 651-�N-0003 NOT FOR CONSTRUCTION 1-1 sU1uroa » �®o.� i Tree Preservation List 12004 Y ,\ Pru4,ai 11 51Mc m, r m' xcRM v PSM JI�Lf-iI SWM LY PSM 4RA L£L (MN/Fl(0) (B BEIMq LWB) 4gA1A 6PP AO -P'P011lq SCARRY ANO [Y'NPCISVBLRAO( I tical Street Gradin and Street ^Tion Sinele Familv L NUL PAnNMi MRLN IXSM' LI.ILL W P[RlMAaO BY A crorzcrvecK xvomm. z PaAOAw cWMAcrzw .auu Puc( a1 FI. P'ALWRWAL S4W MARMK W iNF apA(W.0) A9G, 10 A XOM LN 10 !/ 2N NRARr B.ILYIIRL 6 Llp 12 Rp15 L1u sW ro 6( %AfIO BOMD 120.]4 wRUWNTA MWIM IX GN o cLaa AND wrnx re> Rete cDRa ro w vLAcm a va crux eAvxs cw.r R/w 6CA91FY INOLLM�nCi 9JB bEDR�RB) .••"• I..D PE. PIPE aM f... Tvvicei Street Gradin and Street Section Townhomes NOIES wv'r I. fA4AL PA 1£Mlli 3L11(N LeA'Y 41KL // S" RR/1%N0 9Y A 4E01CPAWLLL dwYEER r!/ YroALVRLWAI .WIO�Y nMKWS 1�1il R E BgNEYM1Po AREAtoAABX./ ROW TOWNHOMSS SA Legend Proposed Legal Description 31 26 26 26 31 — Cmovly LYro <4uNe, Lol, r 1Muq. S m,h,iw, Blw a, Lob 11.0 AinWmw, .�p .i .Ix RI -A me RI -A — Lmesl. sm.w. en $ Lab r ewgr 5wma elmyP Lob I lnwl9n $ Pam: ]. La I a -awe�eA arzm - l e OCBS m - ache L fhrcvpM1 J, &ml: A Leb I fMwgli; PnY=4111.1. -WftD Lem ee. E m. Ee9, e/ Xbllme C1R✓9£ WIAPLI xmym9 le• p tlot prof4lnvwfhf M. 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E m. - f Nfbl 6J]S m SF}r (anp' .lYmJetlr (M -,y Rmluxbe - NamOv oI LTih eae4 b Kw Kv 1AIs ac - NCnum Lef Am 111Pg1 fI un Lel Ana ISLN+ zI - Awq, Lel Arw ,/ - Numev o/ tela u/ > I$14.tl 20 30 (4 (16i) S ai -!ml Yv JO H mrcpe - flm Yv0 ID H uemb - rml (9ma9•) e x - are lnma,) 15R - sa. rmr fmr 1 P n - vmun Lef WpM O JO' Svtewk BO R - Awrwa Lue ITIN s JO'sarowk m n PrtP,gi lm Development Data Sh,b rnn6Y SMro.seulba AS -N - Numex of WYe La Alv - KnbnMum Lof Arw x Laf A— wAwryw A, Lof Mw S.a.R. - l raM - Rm Ym1 - sna rme (ww1.1 - eq ibmnem) - nmum Lot NMh O IS' i16xA eae4 SwMen, SmLq.MiJ,d (Rr-R) 1AIs ac _ ioYnnmr, OVWgvnwL A,w ISLN+ zI _ .epoaee Lat Am Par UnH ]A d591 e/ - RayuMee Lal Mw Pe Vn;l .(124 - g SeIEm4 han RwnbY - IPT9 SaIEu4 M1an b JO tt _ fim! Yne SefeM M1anfROWw JO x mmh _ sha r e alw,w � Row P n _ swmercm eal..w a.xel,9, IS N eS rt lo+ rc Shadow Creek Corporation m xma wa hl,me Nle�s4 SVfO emno-ba enR9zea 9p P/ue J RpbHve Lob Ian m PISSt a/ Z$1a11 aI ),SMY a/ 31015 ,/ BL4iYUC IS R IOR en 51 tt 5]390.5 a/ 5918 a/ Carlisle Village Phase lI Cpl b Hwra Cel» BI99Aq GOPHER STALE d CALL i,ln CI\Y Nw 851-45FYW2 Mn, icX Fm 1-B'J0.]52-rIPB ID � I a DD wD' NOT FOR CONSTRUCTION o. m/io/04 ... 4mo 7P, Preliminary Plat •200A VMtImM Prole911ontl Smntta. I- GFNFRM CARDING a ORAINACF NOTES ALL CONTOURS AND SPO! FLEVARd1S ARE SNOXII M FIN DEO FDRFAGE/WTRX GORGES UNLESS OINEMNSE MOM REFFA TO ME SW RNI/AECCRO PLAT FOR MOST dMREHT ....FK 92 dYEX9p15 MY LAYOUT. ME CONTRACTW SHALL MERRY ME LOCARCN AND ELEVATGX OF EASRNG UTYRES AND TWOCRANNUM FEANI2S MM TIS OMNFRS AND FEED I Y Ip P l i0 CMS RM COE CMMACTOR 9uLL IMMEDIATELY IgTRY THE EN..R OF Y giFEF.. OR VM AR.R I.D. 11A.- • ALL R@ FOR ST.. SEY.ER SHALL BE . IN UNLESS BMFAwSE NOTED • ALL GTLN BASN, AND MMRBd S MPAYED AREAS SMALL BE BUMPER 010 FEET . FLEYAREARS BN RµS B IUUFUi FRE SUMPEO E. -a. • ALL CONSMULRON SHALE CO✓ORN TO LOCAL RULES • I.Mr OMD.. FROM ME 92 MUST BE PNOYCEO AT ALL a. LBGEbm DF...S sdL eaDxc TIT RExorzS SET FEN¢ L++ » BL MES HEAVY DUTY 9LT PENCE T BEAOTES E.SM. CCNTORDS B(t— O. ER IACPoBLO ..ND - -: OEMORS EaSRNC SIMM YWER •.-a BENO¢S PROPOSED STBRM SERER rww� BERMES EMSRNG TREE LME C o EE DEHOT6 MOMPRWFREE EMOVAL UMTS DENOTE, ENSYNG SPOT FLFVABM /N— DENOTES PRdOyO SPOT ELEVAROx I DENOTES ma, -H L EMSM, OIECXS DExMEs EMMCENCY MENLLOM LOT 111R,,X FROOON Cl]NTRN MTFFC _/- ATY PNLOP LTG TENTS EMCADV�TA0N/�SIPUCFON AND FEATURES E uMNTMMED LNTRiE/ tnLE MABLE NRF OR GRPMO CO N ES NAS BEETMTUI M E LSFNG SAT FENSE C9 201 CN-9TE91.BENTAL laE BE uAIM-0 AND OR RA.1a. ANO SHALL BE CCN90ANTEEREB TOP=963 6 j AdARE OF LMRENTGM. CORD RADAR, EOMFR�yYRM RESFELT TIO RFAOa. CONTROLaE INV=959 6/ TEMPORARY PMOXIG. OMES NAIHAIES. EM REOkR EO BY ME GTY SHALE BE Y I NCMNTAL TO ME GRAONG LMWACT ALL STRROKM 05MRSED OW WG MiN NG NWRS MUST BE CLEANED AT ME ENO EAT Of OI NON RHG DAY OCH IMMANU TO ME 92 MOST BE PROVIDED / / • F AMBRITNG TO BETACS ED REDUCE FANCYING OF DRT ONTO PUdLC SMELTS. /JMN 4100 �.\ f P 465:6 On\ICL $ gyp /%' A-" 1 - f Sl • / J i / o t / /xp, IMH,112 �CbIPP �P0 Y ..:I Y ,//%�� / � � 9° �� ,,aL I•' RSR I�� r Oa 118 j.m /- �ioP-9642 J L J 2i CB 207 TOP=9664 i \\ (ia1. ��k�0 \tel f � I t �¢ IIIi�I�4•r __ �. INV -9602 E 1 / I — Y „ l L` IIIn I ,?a I .G =1' r "• ` �`; 4 c6 tiEJ Ca MN IRs sTMx l09 sTMx 113r� CH- 11 OP_96 4 ITOP 9§9 B� TCP=9701 TOP 9701 T9P 966 R r INV 9fi2 B W IINV= I 1] m 9fi 4 1Nv 9629 uRV 9615 INN 96 H; 13 t F � T I_ L:_. WestwoodProf •IAIwFaYSF,v,,,,, hr I mo: ^ '^�" I �—` .rte WrDVS m B \ I Ir I TIT 96d A � T 1 31,111' 1 7A )P_95 5 i ouaor'c 1 4-96 2 C o r '�..•� a ' L� tV, .. AT— Y� N, CM a9 Nwea Dviwe E.gginq CCPNER STYX IXE CALL TYM .11 A— Gs -m -VO2 EW-z5x-n61t C t - o z0 tea NOT FOR CONSTRUCTION 1 1 V 11 a& Wro/a Y . 5LDI, 7.� ar Is e I age Shadow Creek Corporation Phase H Preliminary GradingPlan •d Rd ilw'L '2000 MMMI.00N ProI.IAMN d Service; Inc I Shadow Creek Corpora W wB:.d HD T U,.1 sPILREPs, RB: ANN, wMm { M , HAmA . T—TY O AV6 L. .TaaM,M. . 'IB A9 EeMe UNNAL GOPHER STATE ONE GILL T.n EA, Area B5 A-OJ03 Yn. iu E,ee 1-BC0.353-1166 f.FNFRAI TRADING k DRAINA( NOTFS CMTOOR5 AHD TI M EIF,.RUNS ARE MONK 101U, MFO SURFACE/CULLER (TRADES OWE55 OTMERMSE NOTED. REFER TOALO ME TELE LAN/DECOODDNSIONS AND PIAT FOR MOST CURRENT TIEFU ME CRY TRACTOR SMALL WRAY ME LDCATCN AND AEWTIM ME EXISTING OTUTES AND IMDGRAPHICAL FEATURES X1M ME DNNERS ANO HELD -VERIFY DRUMM CON SNEER ME CONTRACTOR SMALL UMMEMARELY NOTIFY ME ENgHCER OF ANY dSCAEPAXOCS OR vARNTMS iFW PLAN ALL RLP FOR SEEM SEVEN SHALL BE ELASS M UMFSS DMEMNY NOTED ALL CATH BASINS AND MANHOLES IN PANED AREAS SMALL BE SNUBBED RTO RET Rn ELEVATIONS ON PLANS REELECT ME SMMBED ELCVATENS ALL CONSTRUCTION SHAY CONFORM TO LOCAL RULES POEITOE DRAINAGE FROM ME S12 MUST BE PROxCED AT NL TIMES FRO4f1N C..ONtttIM NOTA ALL SILL ECNCE ANO OMER EROSION CMMDL FEARJR S SHALL OF M-PIACf PRIOR i0 MY EXCAVATM/CMSRRUCBM uD SMALL BE MAINTAdED LWTL NABIE TUBE M ... COKR .0.4 BEEN ESTA..M FMMN4 SLR FENCE OH -S2 A41 BE MAINTAINED AND M fiEYOKD AM SBALL BE CONSIDERED MCgENTAT. i0 ME BRACING CONTRACT IT IS OE gMEYE IMPORTANCE TO HE KE CE QUOTIENT FUELED EMOTMS wM BESRCI ED EROSION CONTROL TEMPPORORARY PMDINU. CMTS. HATBOLS ER, REOYIRI D BY THE CITY S ALL BE tA1 iO ME MAOING CWTRACF ALL SMELTS DISTURBED RUNIC C 'AT INB HOURS MUST BE C EANEO AT ME END Of FAM RETURNS DAY A ROI ENMANEF TO ME SIRE MUST BE PRONGED ACCORDMO TO DETAILS TO REDUCE TiACMNG CF ORF ONTO EBELC SFREET4 FIDGE Q 0 DEMOTES SPL..B. OENUT S 9LT EENLE ry w w N DENOTES HEAW DUTY SILt RNCE —'-ERMUS AR(E DENOTES EASIDNIBROPOS [IXYBTDU DENOTES S DON. 1-1—i r --r. . E..NO DE Dd025 EYSTHG SFMY, ,A SEM DENOTES PHM(HO SrOly sEMa rvwv� DENOTES TUBE EC REE RTHORS APFTOMIYArz FREE EumAL uwrs DEMOTES EMTNG SPOT FLEVATIM MMES PU MIxD m , .E ABUN ®.y DENOTES DID -ROLL EROSION MELAS OERORS EMERGENCY OLERFLOW Lu.r. ELEVATOR Carlisle Village Phase H Afonrva Mmnmd IT RD IM Mm NOT FOR CONSTRUCTION MAGI SHAY, 6MO AIT Preliminary Grading Plan '200 We9A00B PICre v-1 5e:1n. Ine ME CONTRACTOR SHALL VERIFY ALL. LIAISONS CU'DI PRIOR i0 CCNSTRUCnM AND NBnrY ME TIMES BE MY O FEAENCES. ONLESS DMERMSE ..., Au MTEMACS, EYNSI FECHMaES ANO MST. SHALL CBNFLAN LD ME ING ED. M ME 'SFARDMxD LOUDER SPECTECAnpK FORT WAFER NSIN AND SERMCE LINE INSTALLATION AND SANITARY MAER M'0 STORM KR FATLAnM BY ME Un ENGNEEMNO ASSMAnM LY MINN' AND TO ME '5TAMARO SPELLICATION FOR HIMWAY LTMSMOCOON MAYS DEPT OF TN S„ PRMBER S 30001NOWM LOING ME CORRENT ADOExME CONTRACTOR SHALL BE REWIRED TO EG LOW ALL PROCEDURES AS OUTLINED BY ME LOCAL AGENCY, ME CONTRACTOR SNN1 KMIW ME NECESSARY PERMITS FOR ALL WLPY W@OE OF ME PROPERTY UMIFS 4E ARM PLAN FOR EMACI MTO LOCATON SFE SHE PLAN FOR LAYOUT DPUEN90N5 YRVHCE ENTRY LMADMs R1 BE COMAPARO AIM ME ARCHHECI_ T -M P ,�' '• ly 1 :. � I I IPEYO.£ k PEEOCATF �•' A.' YI �q F: cawRFLr p • \ \ \ I 1 / j- — L-_� L N CIL 0 WARPrINLkj` •�/ —ryl; l v II II �L _ L J � l t �— --� //• /. a (AR iCP•915 XMHGxiWARE9WN V 9X[Idr ANI \N 5 tl O ✓"-ray\�`\\I 9Y♦ U OR 11YN 56 I - 960 — -9sr wxe ;_----------_ -I \ \ T - ___ L I W Westwood FrAmnaLSevices, Inc .. �.r IMP. LOS/�31/OS CA 1. ONAN NO PSI ONN TO OF 3Y£P CVT1CTD NO Rp= 9I2 e A %Ha S�� M.i A VERIFY EMOTING INVERT LCL. IF ELCV PwM TO BEGINNING CONSTRUCTION ME WATER SERMCE SHALL BE INSTALLED ROM A MIN OF ],S Er CE COVER THE CONTRACTOR SHALL VERIFY ME am MM AS -GMT CONSNCBPLANS TO CHEM .A. AHO NAR.NAL TPE ALL STORM YKfl PIPE SHALL BE CLASS 5 UNLESS OMERPIM NOTED. ALL SARTMY MAIN SHNL BE IF PVC SM .15 N ALL WATER MNN SHALL BE HE BIP CLASS 52 MME OMEEWSE NOTED. ME CONTRACTOR SHALL CONTACT 'COFFER STATE ONE CALL EM FOR UPUTY LOCATIONS PRIOR FO UOUFY HSTALLAnCN SRW — _%5D SANITARY WING—U— SANITARY YUEP .A. WARA —r— Hw../ ALVE 9 NYD w/P.YE �4 SMART YMER — UO — STM. SENEA — M — E \ e -. [.➢selE 1 c, E-91 H.N Y�956] ' 0 quN \ 5 Y I 6B I � I «YGN•95BB O 9 vAH PWG�•� A, W kEYDVrya ECL TTCP-9749 uxCOV I N AT % 5O E9STINC SW. D F t W YN 9 Pe-LBm5 IF MON J -h %15 seY , 1 - ~ N K• ) -151 A DN EVI F. x m RE•9908 E -9>9H M99R. E 9esz - a _ PEMOVE [- •I x- 0 NE Io,N S YWANL! p y �YNELI wI"a - E STING Nv ,L-,,, PE ORrt_ LTIq L ~e3 Ey9Bo8 e (FIDS rS h NB w� x.9. E \ e -. [.➢selE 1 c, E-91 H.N Y�956] ' 0 quN \ 5 Y I 6B I � I «YGN•95BB r'rel^rm ro.. ' A, W —• I N AT ia �aoe0 _ A. D F r'rel^rm ro.. Shadow Creek Corporation m LAP . x.INM wA— . Carlisle Village Phase H MonENb, NuwaiN Cdl r9 Xwa LORA N.... GOPHER STATE ONE CALL e cv-ASM--ION M.. TAI r.a 1 -MA -111 -ION NOT FOR CONSTRUCTION Preliminary Utility Plan ' A, W —• I N AT ia �aoe0 _ - D F t W RA7 Pe-LBm5 IF 8-99{s j J -h Shadow Creek Corporation m LAP . x.INM wA— . Carlisle Village Phase H MonENb, NuwaiN Cdl r9 Xwa LORA N.... GOPHER STATE ONE CALL e cv-ASM--ION M.. TAI r.a 1 -MA -111 -ION NOT FOR CONSTRUCTION Preliminary Utility Plan r r� db l� IlF • 4 WSB Building a legacy — your legacy. August 3, 2018 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Carlisle Village 6th Addition City Project No. 2018-33 WSB Project No. 010663-000 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the civil plans and stormwater management plan received on July 9, 2018 as prepared by Sambatek and offer the following comments. Site Plan 1. The ROW width should be labeled. Grading Plan 2. Minimum 2% slopes are required for drainage swales. The % slopes shall be labeled on the grading plans. 3. Show the proposed drainage and utility easements. 4. Identify where backyard lot drainage will be directed in the northerly portion of the site. It appears to discharge to the County Road 18 ditch. 5. The minimum driveway slope is 10%. 6. The correct platted block numbers should be noted on the plans. 7. The storm sewer segment from structure 301 to 300 is not shown on grading and erosion plan sheets. The applicant should update the plans to show this section of storm sewer on all of the relevant sheets. 8. An EOF arrow and spot elevation for Pond B should be shown in the plans. 9. All rip rap should be grouted to comply with City specifications. Stormwater Management Plan 10. The existing pond (Pond B) was designed in 2005 for rate control that included the 6th Addition area. The design for Pond B, however, was prior to Atlas 14 storm events being adopted as the standard design storm events and for this reason, confirmation of freeboard separation to the proposed buildings cannot be verified. The applicant should provide an updated HydroCAD model for the fully developed site using Atlas Equal Opportunity Employer wsbeng.com K:\010663-000\Admin\Docs\LTR-a-Schumann-Carlisle 6th 080118.docx August 3, 2018 Page 2 14 storm events. High water levels shown in the plans should reflect the results from the updated modeling effort. 11. The stormwater management plan does not provide runoff rates for the proposed project. The updated HydroCAD model results should be used for this summary in the section of the report for Rate Control. 12. A storm sewer calculation spreadsheet should be submitted for review. 13. A stormwater reuse system including pumping water from the pond to irrigate the green areas is proposed to meet infiltration requirements. A design of the system, operation and maintenance plan for the irrigation reuse system should be provided for review. 14. As noted in the Stormwater Management Plan, a SWPPP will be provided for review prior to construction. The erosion control plans will be reviewed with the SWPPP Storm Sewer Plan 15. The minimum storm sewer pipe size allowed is 15 -inch in lieu of the proposed 12 - inch. 16. A minimum 4 -foot build is required for storm sewer structures to prevent freezing. Structures 206 and 207 do not comply with this requirement. 17. All flared end sections are required to include trash guards per City details. 18. The last storm sewer structures (201 and 301) in the street prior to discharging into the pond is required to have a four -foot deep sump. 19. Drainage and utility easements are required over any proposed storm sewer and drainageways. The easement widths should be verified so there is adequate for maintenance and pipe replacement. Street Plan 20. The street horizontal radii should be labeled. 21. A typical street section shall be shown on the plans including draintile behind the curbs. 22. The storm sewer lines should be shown on the street sheets. 23. The applicant shall coordinate cluster mailbox type and location with the street superintendent and the post office. 24. Private utilities are required to be placed in a joint trench per City detail plates and should be coordinated by the applicant. Sanitary Sewer and Watermain Plan 25. All sewer and water sheets should note building elevations and type. 26. A gate valve shall be added on each end of where the watermain connects. 27. A new mid -block gate valve shall be added in the street. 28. Watermain bends shall be labeled on the plans and have maximum 45 degree bend. 29. Provide an irrigation layout and identify if a separate water stub should be included. K:\010663-000\Admin\Docs\LTR-a-Schumann-Carlisle 6th 080118.docx August 3, 2018 Page 3 30. The proposed water service depths shall be measured in the field to ensure a minimum 7.5 feet of cover. Insulation should be installed if the existing services do not have a minimum 7.5 feet of cover. 31. The as-builts show a 40 -foot sanitary sewer stub from the existing manhole SMH 26 that can be connected to. 32. The as-builts show existing sewer and water stubs on each end of where the utilities will extend that can serve some of the proposed lots. 33. A utility excavation permit must be obtained from the Public Works department prior to commencement of utility connections. Other 34. It should be noted that the plans that were submitted are not final. The final plans will need to be reviewed by the City and signed and stamped by a certified professional engineer prior to construction 35. Compliance with the City of Monticello Standard Specifications and Detail Plates for Street and Utility Construction shall be referenced on the plans. 36. The plat should be submitted to Wright County for review. Please have the applicant provide a written response addressing the comments above. Final plans will need to be submitted, reviewed, and approved prior to building permit approval. Please give me a call at 763-271-3236 if you have any questions or comments regarding this letter. Thank you. Sincerely, WSB & Associates, Inc. Shibani K. Bisson, PE Senior Project Manager cc: Steve Grittman, NAC Matt Leonard, City of Monticello skb K:\010663-000\Admin\Docs\LTR-a-Schumann-Carlisle 6th 080118.docx (reserved for recording information) DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) CARLISLE VILLAGE 6TH ADDITION AGREEMENT dated , 2018, by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and CARLISLE VILLAGE, LLC, a Minnesota Limited Liability Company (the "Developer" and "Owner") 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat and Planned Unit Development approval for CARLISLE VILLAGE 6''HADDITION (referred to in this Contract as the "plat" and the "Development") which consists of 10.57 gross acres and will consist of 72 townhomes. The land is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder within 365 days after the City Council approves the final plat or the execution of this Contract, whichever occurs later. 1986030 3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not commence construction of any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security has been received by the City, 3) the plat has been submitted to the Wright County Recorder's Office, and 4) the City has issued a letter that all conditions have been satisfied and that the Developer may proceed. 4. PHASED DEVELOPMENT. The plat is not a phase of a multi -phased preliminary plat. 5. PRELIMINARY PLAT STATUS. The preliminary plat has already been approved by the City. 6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan and official controls. 7. ZONING. Except as otherwise provided herein, the subject property shall be subject to the zoning regulations for the Planned Unit Development District and the requirements and standards of the R-2 (Single and Two -Family) Residence District, in effect at the time the final plat is approved. If there is a conflict among these regulations, the conflict shall be resolved in the order listed below with item number one being primary: (1) Planned Unit Development Agreement [this document]. (2) Planned Unit Development Zoning District Regulations (3) R-2 Zoning District Regulations 8. CONDITION FOR SUBSEQUENT APPROVALS. No final plat for changes or amendments to this PUD Agreement shall be approved, nor shall construction commence for such additional 2 1986030 land uses, until an amendment of the PUD Agreement is processed and approved, subject to the requirements of the Monticello Zoning and Subdivision Ordinances, including the submission of site and multi -family building plans, final grading and drainage plans, final utility plans, and final landscaping plans. 9. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plans A and B, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. The erosion control plan may also be approved by the Wright County Soil and Water Conservation District. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A - Plat Plan B - Final Grading, Development, and Erosion Control Plan Plan C - Plans and Specifications for Public Improvements Plan D - Street Lighting Plan Plan E - Landscape Plan: General site and individual unit landscaping plans Plan F — Building Plans Plan G — Building fagade elevations and typical architectural design plan set 10. IMPROVEMENTS. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Sewer System D. Streets E. Concrete Curb and Gutter F. Street Lights 3 1986030 G. Site Grading, Ponding, and Erosion Control H. Underground Utilities I. Setting of Iron Monuments Surveying and Staking K. Irrigation Reuse System L. Mailboxes: All developers must meet with the City of Monticello Street Superintendent and USPS to determine the type of mail boxes installed and the location of all mail boxes. Initial costs of the mail boxes and their installation are the responsibility of the developer. All residential developments (other than standard single family homes) must install locking cluster mail boxes. The improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances. The Developer shall submit plans and specifications which have been prepared by a registered professional engineer to the City for approval by the City Engineer. The City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all written instructions received from the City's inspectors subject to Developer's plans and specifications. The Developer or his engineer shall schedule a pre - construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" plans, an electronic file of the "as constructed" plans in an auto CAD.DWG file or a .DXF file, and two complete sets of blue line "as constructed" plans, all prepared in accordance with City standards. 4 1986030 In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot corners must be completed before the applicable security is released. The Developer's surveyor shall also submit a written notice to the City certifying that the monuments have been installed. 11. DESIGN STANDARDS. The applicable Planned Unit Development Zoning District Regulations for Carlisle Village 6th Addition are equal to those set forth in the R-2 Zoning District Regulations. 12. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: • Wright County for County Road Access and Work in County Rights -of -Way • Wright County Soil Conservation District • MnDot for State Highway Access • Minnesota Department of Health for Watermains • NPDES Permit for Stormwater Connections • MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal • DNR for Dewatering • City of Monticello for Building Permits 13. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 14. TIME OF PERFORMANCE. The Developer shall install all required public improvements by August 30, of the year following the year of recording of the final plat with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and October 15th of the year following installation of improvements, at the direction and in the discretion of the City Engineer. The Developer may, however, request an extension of time from the City. 5 1986030 If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 15. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the platted property to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 16. EROSION CONTROL AND STORM WATER CONTROL. A. Prior to initiating site grading, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City or Wright County Soil and Water Conservation District. The City or Wright County Soil and Water Conservation District may impose additional erosion control and storm water requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City or the Wright County Soil and Water Conservation District, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the letter of credit to pay any costs. No development, utility or street construction will be allowed and 6 1986030 no building permits will be issued unless the plat is in full compliance with the approved erosion control plan and storm water control measures are in place. B. The Developer shall install a stormwater irrigation reuse system as part of stormwater management controls and shall provide for on-going operations and maintenance in the responsibilities and costs of the Development Homeowner's Association documents. 17. GRADING PLAN AND CERTIFICATION. The plat shall be graded in accordance with the approved grading plan, stormwater control measures and erosion control plan as set forth in Plan "D". The plan shall conform to the most current City of Monticello General Specifications and Standard Detail Plates. Within thirty (30) days after completion of the grading and before the City approves individual building permits (except as permitted by this agreement or the Building Official), the Developer shall provide the City with an "as constructed" grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. Additionally, the "as constructed" grading plan will include a certification that the grading following construction activities has been undisturbed or has been returned to the state required in the grading plan. The "as constructed" plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and building pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with building footings placed on fill have been monitored and constructed to meet or exceed applicable specifications. 7 1986030 18. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, home builders, subcontractors, their agents or assigns. Prior to any construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. The Developer shall pay a penalty of $100.00 a day for each calendar day that the streets are not cleaned in accordance with this paragraph. If the Developer repeatedly fails to clean streets in accordance with this paragraph, the City may, in its discretion, perform the work or contract to have the work completed and bill the costs to the Developer. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days from the date notice of the amount owed to the City is mailed, the City may draw down the Irrevocable Letter of Credit to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Plat is in full compliance with the requirements of this Paragraph. 19. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract, the improvements lying within public easements shall become City property without further notice or action. 20. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. A. The Developer shall pay a fee for the City's engineering administration as related to the Public Improvements. City engineering administration will include monitoring of construction observation related to Public Improvements, consultation with Developer and its engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in security. Fees for this service shall be at 1986030 standard hourly rates per the City's adopted fee schedule estimated to be four percent (4.0%), of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $22,164.00 escrow, which is separate and in addition to any other escrow funds for this Development, to pay the fees owed to the City under this Section. The Developer shall pay for construction observation performed by the City's consulting engineer, within reason. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. The cost of the construction observation is included in the four percent (4%) estimate. B. The Developer shall pay a fee for the City's engineering administration as related to grading and restoration of the Subject Property. City engineering administration will include monitoring of construction observation related to grading and restoration of the site, consultation with Developer and his engineer on status or problems regarding the project, coordination for final inspection and acceptance, and processing of requests for reduction in security. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be three percent (3.0%), of the estimated construction cost of the Subject Property grading and restoration cost, assuming normal construction and project scheduling. Developer will provide a $16,628.00 escrow, which is separate and in addition to any other escrow funds for this Development. The Developer shall pay for construction observation performed by the City's consulting engineer, within reason. Construction observation shall include part or full-time inspection of proposed public utilities and will be billed on standard hourly rates per City's adopted fee schedule. C. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed 9 1986030 directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 21. CITY PLANNING, LEGAL AND ADMINISTRATION. A. The Developer shall submit an escrow deposit for fees for City staff administration relating to processing of the Plat and associated administration. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%), or $2,000 minimum, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $11,092.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. B. The Developer shall submit an escrow deposit for fees relating to City planning - related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%), or $2,000 minimum, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $11,092.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. C. The Developer shall submit an escrow deposit for fees relating to City legal -related expenses associated with the Plat development. Fees for this service shall be at standard hourly rates per the City's adopted fee schedule estimated to be two percent (2.0%), or $2,000 minimum, of the estimated construction cost of the Public Improvements, assuming normal construction and project scheduling. Developer will provide a $11,092.00 escrow, which is separate and in addition to any other escrow funds for this Development. This amount is subject to reconciliation based on actual costs at the completion of the project. 10 1986030 D. The fees owed by the Developer to the City under this Section shall be paid from the escrows amounts. Any amounts not utilized from the escrow account shall be returned to the Developer when all the Development has been completed in accordance with this Agreement. If additional escrow amounts are required for such costs incurred beyond the escrow deposit, the Developer shall be billed directly for such costs and there shall be no issuance of occupancy permits until all such obligations have been fully paid. 22. CLAIMS. In the event that the City receives claims from labor, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 23. STORM SEWER AREA CHARGE. The Development is subject to a storm sewer area charge of $25,176.24. The area charge is based on the gross area of the final plat less any area credit for pond area, and is calculated as follows: 6.57 acres x $3,832.00/acre = $25,176.24 The Developer shall be assessed or shall pay the storm sewer area charge in cash at the time of final plat approval at developer's option. If assessed, an interest rate per Paragraph 31(D) shall apply. 24. SANITARY SEWER AREA CHARGE. The Development is subject to a sanitary sewer area charge of $103,032.40.00. The area charge is based on the gross area of the final plat and is calculated as follows: 72 units x $1,431.00/acre = $103,032.40 11 1986030 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at developer's option. If assessed, an interest rate per Paragraph 31(D) shall apply. 25. WATER MAIN AREA CHARGE. The Development is subject to a water main area charge of $76,392.00. The area charge is based on the gross area of the final plat and is calculated as follows: 72 units x $1,061.00/acre = $76,392.00 The Developer shall be assessed or shall pay the sanitary sewer area charge in cash at the time of final plat approval at developer's option. If assessed, an interest rate per Paragraph 31(D) shall apply. 26. PARK AND PATHWAY DEDICATION. The Developer will pay the amount of $18,997.00 in satisfaction of the City's park and pathway dedication requirements. Said amount will be calculated at the prevailing rate at time of platting. 27. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: report. A. Implementation of the recommendations listed in the August 10, 2018, engineering B. The Development is subject to an area charge for the Meadow Oak sewer bypass in the amount of $29,109.78. The area charge is based on the gross acreage of the final plat and is calculated as follows: 10.57 acres x $2754.00 = $29,109.78 C. The Development is subject to an area charge for the Little Mountain water booster station in the amount to $24,617.53. The area charge is based on the gross acreage of the final plat and is calculated as follows: 10.57 acres x $2329.00 = $24,617.53 12 1986030 D. Developer is required to amend the Common Interest Community Number 109 (Planned Community) Amended and Restated Declaration of Villas On Gateway recorded on November 16, 2017 as Document No. A1358235 to include the property to be platted as: Lots 1, 2, 3, 4, 5, Block 1; Lots 1, 2, 3, Block 2; Lots 1, 2, 3, Block 3; Lots 1, 2, 3, 4, 5, Block 4; Lots 1, 2, 3, 4, Block 5; Lots 1, 2, 3, 4, 5, Block 6; Lots 1, 2, 3, 4, 5, Block 7; Lots 1, 2, 3, 4, 5, Block 8; Lots 1, 2, 3, 4, Block 95; Lots 1, 2, 3, 4, 5, Block 10; Lots 1, 2, 3, Block 11; Lots 1, 2, 3, 4, 5, 6, Block 12; Lots 1, 2, 3, 4, 5, Block 13; Lots 1, 2, 3, 4, Block 14; Lots 1, 2, 3, 4, 5, 6, Block 15; Lots 1, 2, 3, 4, 5, Block 16; Outlots A and B; All in Carlisle Village 6th Addition The above -referenced properties shall follow and adhere to all of the rules and regulations of the Common Interest Community Number 109. E. As part of this Development, Developer shall construct the remainder of the Gateway Circle street loop and related infrastructure including sanitary sewer, storm sewer, and water supply lines. This Development will also include the construction of the townhome buildings and installation of an irrigation reuse system utilizing the existing retention pond for stormwater reuse. F. The lighting for this Development will be in conformance with the City of Monticello codes and standards. G. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. 13 1986030 The Developer shall post a $21,600.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 72 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. H. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. The Developer shall also submit one complete set of reproducible construction plans on Mylar. 28. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this agreement, payment of real estate taxes including interest and penalties, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto, from a bank ("security") for $720,250.00, a grading and erosion control security in the amount of $31,720.00, and a landscaping security in the amount of $36,250.00 plus a cash fee of $76,418.00 for City engineering, expenses and administration. The amount of the security was calculated as follows: CONSTRUCTION COSTS: Sanitary Sewer $99,100.00 Watermain $175,400.00 Storm Sewer/Draintile/Infiltration Basin $64,100.00 Internal Streets $216,000.00 Retaining Walls $NA Landscaping $29,000.00 CONSTRUCTION SUB -TOTAL (ESTIMATED) $583,600.00 14 1986030 OTHER COSTS: $ .00 Lot Corners/Iron Monuments $ 21,600.00 TOTAL COSTS $605,200.00 SECURITIES: Total Costs X 125% $756,500.00 Erosion Control/Grading Certification $31,710.00 TOTAL SECURITIES $788,210.00 This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be subject to the approval of the City Administrator. The security shall be for a term ending when maintenance bond is posted. Individual security instruments may be for shorter terms provided they are automatically renewed on an annual basis until expiration. The City may draw down the security with 30 days written notice to Developer, for any violation of the terms of this Contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least thirty (30) days prior to the renewal of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer shall be retained as security until all improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided, and the public improvements are accepted by the City Council. 29. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this Contract which must be furnished to the City prior to the time of final plat approval: Legal (%) Planning (2%) Engineering and Inspection (4%) 1986030 $ 11,092.00* $ 11,092.00* $ 22,184.00* 15 Engineering (Grading) (3%) $ 16,638.00* Administrative Fees for City Overhead (2%) $ 11,092.00* GPS Locate $ 4,320.00 Total Cash Requirements $ 76,418.00 * Fees reconciled to actual expenses at close of project. 30. WARRANTY. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The warranty period for underground utilities is two years and shall commence following completion and acceptance by City Council. The Developer or its Contractors shall post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to secure the warranties. Maintenance Bonds of the prime contractor maybe accepted subject to City approval. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. 31. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all actual costs incurred by it or the City in conjunction with the development of the plat, including but not limited to Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. The Developer shall deposit with the City the amount set forth in Section 28 to be used for the payment of these fees and enforcement fees. If the amount in the deposit account drops below 15% of the initial amount, the Developer will make additional deposits in amounts set by the City. At the completion of 16 1986030 the project and following payment of all expenses related to the project, the City shall return the remaining deposit funds to the Developer. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by it and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including reasonable attorneys' fees and costs. C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees, within reason. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. The Developer hereby waives all assessment notice and hearing requirements. This is an obligation of the Developer and shall continue in full force and effect even if the Developer sells a part or parts of the platted land. The charges are as set forth in Paragraphs 23,24,25,26,27, 28 and 29, supra. If the Developer elects to have the charges set forth in this contract assessed to the properties herein, the assessment shall be payable in equal installments over a ten-year period, plus interest of 2.0% over prime as published in the Wall Street Journal at the time of assessment per annum on the remaining principal balance each year. Interest will begin to accrue on the principal balance commencing on the date of final plat approval by the City of Monticello or the date of this contract, whichever is later. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt plat development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. 17 1986030 F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 32. DEVELOPER'S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 33. MISCELLANEOUS. A. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the plat ceases to comply with county, metropolitan, state and federal laws and regulations, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Contract. C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. 18 1986030 E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. Grading, curbing, and one lift of asphalt shall be installed on all public streets prior to issuance of building permits, with the exception of a two model multi -family home permit structures. The exception is contingent upon the submission and approval of complete as -built grading plan and development plans for the plat, and placement of lot corners for the permitted lots. Release of the building permits is subject to the review and approval of the City Engineer and Building Official. No certificate of occupancy for the permitted structure may occur until streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. G. This Contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the property being final platted and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. In the event this contract is filed of record, upon compliance of all terms herein by Developer, the City shall file a termination of record. H. Developer or its prime contractor shall take out and maintain or cause to be taken out and maintained until one (1) month after the City has accepted the public improvements, public liability and 19 1986030 property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat or when any construction commences, whichever later occurs. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. The Developer may not assign this Contract without the written permission of the City Council, unless such assignment is to a principal of Developer or another entity in which the Developer is a principal. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells part or parts of the platted land, until all conditions of assignment are met. K. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and 20 1986030 specifications. All retaining walls, the development plans, or special conditions referred to in this Contract required to be constructed shall be constructed before any other building permit is issued for a lot on which a retaining wall is required to be built. 34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 2850 Cutters Grove Avenue, Suite 207, Anoka, MN 55303. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Monticello City Hall, 505 Walnut Street, Suite 1, Monticello, Minnesota 55362, with a copy to the City Attorney by regular mail at: Campbell Knutson, P.A., Grand Oak Office Center I, 860 Blue Gentian Road, #290, Eagan, Minnesota 55121. Signatures on the following pages. 21 1986030 CITY OF MONTICELLO Lo (SEAL) STATE OF MINNESOTA ) ( ss. COUNTY OF WRIGHT ) Brian Stumpf, Mayor Jeff O'Neill, City Administrator The foregoing instrument was acknowledged before me this day of , 2018, by Brian Stumpf and by Jeff O'Neill, respectively the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 22 1986030 DEVELOPER/OWNER: CARLISLE VILLAGE, LLC Alan Roessler, Its Executive Vice President STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2018, by Alan Roessler, the Executive Vice President of Carlisle Village, LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 23 1986030 EXHIBIT "A" Legal description of the Property Outlot A, Carlisle Village 2nd Addition, Wright County, Minnesota 24 1986030 EXHIBIT " Citv standard specifications for utilities and street construction / Procedures for final acceptance of utilities 25 1986030 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT PAXMAR LENDING, LLC, a Minnesota limited liability company, which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, which mortgage was recorded February 9, 2018 with the Wright County Recorder as document number A1363846, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 2018. PAXMAR LENDING, LLC A Minnesota Limited Liability Company LM STATE OF MINNESOTA ) )ss. COUNTY OF ) Alan Roessler Its Executive Vice President The foregoing instrument was acknowledged before me this day of , 2018, by Alan Roessler, the Executive Vice President of Paxmar Lending, LLC, a Minnesota limited liability company, on behalf of the entity. Notary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 26 1986030 IRREVOCABLE LETTER OF CREDIT No. Date: TO: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated , 2 , of (Name of Bank) "; b) Be signed by the Mayor or City Administrator of the City of Monticello. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2007. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Monticello City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Monticello City Administrator, Monticello City Hall, 505 Walnut Street, Monticello, MN 55362, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Its 27 1986030 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Monticello 505 Walnut Street Monticello, Minnesota 55362 INSURED: ADDITIONAL INSURED: City of Monticello AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE - Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: O Claims Made O Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination Single Limit Policy $1,000,000 or more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES 28 1986030 Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: (I) Any Auto LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each occurrence - Combined Single Limit Policy: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL TEN (10) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at On BY: Authorized Insurance Representative 29 1986030 SUMMARY OF EXPENSES/FINANCE PLAN Sixth v5 - DRAFT Total Acres in Development Total Acres in Phase Total Units in Development Total Units in Phase 0 E IINIW \ir='F_iW gross net 10.57 gross 6.57 net 231 Single Family Townhome 72 Mutli-Family Single Family Townhome 72 Multi -Family Park & Pathway Dedication Prevailing Park Dedication $18,997.00 11 % of $172,700 (CMV) Special Assessments Road Reconstruction NA $11,092.00 $2,000 minimum; Actual; cost reconciled at project completion 2.00% Meaow Oaks Lift Station $2,754 10.57 $29,109.78 2018 Rate/paid at time of platting Little Mountain Booster Station $2,329 10.57 $24,617.53 2018 Rate/paid at time of platting Sanitary Sewer (unit) $1,431 72 $103,032.00 /unit paid at prevailing rate at time of platting Watermain (unit) $1,061 72 $76,392.00 /unit - paid at prevailing rate at time of platting Storm Sewer Base (net acres) $3,832 6.57 $25,176.24 /acre - paid at prevailing rate at time of platting Storm Sewer Alternate $3,926 NA /acre - paid at prevailing rate at time of platting Total amount to Assess/Pay at Plat 1�J 1 $277,324.55 1 Per Lot Assmt/Pymt based on (#) units I I 1 1 $3,851.73 City Fees/Deposit City Escrow ( General overhead and Admin) Legal Planning Engineering and Inspection Grading, Restoration & Erosion & Sediment Control Inspection Streets and Utilities Review & Inspection GPS Locate Sanitary Sewer Watermain Storm Sewer Roads, Driveways and Sidewalks/Trails Lighting, Street Signage, Mailboxes 2.00% $11,092.00 $2,000 minimum; Actual; cost reconciled at project completion 2.00% $11,092.00 $2,000 minimum; Actual; cost reconciled at project completion 2.00% $11,092.00 $2,000 minimum; Actual; cost reconciled at project completion $2,000 minimum; Actual; cost reconciled at project completion 3.00% $16,638.00 4.00% $22,184.00 $60 72 $4,320.00 ity Fees/Escrows/Securities) Notes $99,100.00 $175,400.00 $64,100.00 $216,000.00 INCL ABOVE Construction total (for purpose of calculating other fees) Lot Corners/Iron Monuments $300 Total Construction Cost for the purpose of calculating LOC Letter of Credit Amount (Total cost X 125%) Maximum allowable reduction prior to acceptance and bond Total Grading Cost for the purpose of calculating escrows Additional Letters of Credit $554,600.00 72 $21,600.00 $576,200.00 $720,250.00 90.00%1 $648,225.00 1 By Unit Landscaping $36,250.00 Based on estimate of landscaping cost x 125% Prairie Restoration NA Based on estimate of restoration and maintenance cost Tree Preservation NA Grading $3,000 10.57 $31,710.00 Surety for grading to plan and restoration City Council Agenda — 08/13/2018 4B. Consideration of adopting Resolution 2018-71 establishing a school speed zone on Washington Street from 4tn Street to Broadwav (CSAR 75) and authorizing purchase and installation of rectangular rapid flashing beacons at Washington Street and 3rd Street. (ML/AS/SB) A. REFERENCE & BACKGROUND City staff has been collaborating with school district representatives for the past few months regarding pedestrian and traffic safety improvements in conjunction with the Safe Routes to School planning grant the school district was awarded. Short term and long term improvements have been discussed. Three priority intersection locations were identified for possible short-term signage improvements as presented to Council on February 26, 2018: • School Boulevard and Fallon Avenue • Washington Street and 3rd Street • Elm Street and Yd Street Staff is proposing to amend the previous recommendations with consideration for the following improvements at this time for implementation in 2018. 1. Establish a school speed zone on Washington Street from 4t" Street to Broadway (CSAH 75): Cities may establish school speed limits within a school zone of a public or non-public school on the basis of engineering and traffic investigations as detailed in the enclosed memo. School representatives have voiced concerns over speeding and in light of projected increases in traffic volumes on Washington Street with the completion of the Fallon Avenue overpass, it is timely to implement this solution now. Public Works would order and install the signage as shown on the enclosed drawing. The estimated cost for this is $750 to be funded with the street department operating budget. 2. Purchase and install two -rectangular rapid flashing beacons (RRFB's) at the intersection of Washington Street and 3rd Street to the Monticello Middle School. At the February 26, 2018 Council meeting, staff initially proposed installing the Pedestrian -activated Flashing LEDs in the Border of a Warning Sign as shown below, to replace the existing crosswalk signs. AW This device was recommended as the next best solution to the RRFBs, which at the time was not approved for use by the Federal Highway Administration (FHWA) due to patent issues. On March 20, 2018, FHWA approved the interim use of the RRFB for pedestrian and school crossing warning signs. City Council Agenda — 08/13/2018 Rectangular Rapid Flashing Beacon Studies have shown that RRFB's have a compliance rate of 78% compared to a compliance rate of 15% for a standard overhead beacon. At night the compliance rate for a RRFB is increased to 99.5%. The RRFB's were the initial device requested by the school and recommended by City staff and since they are now allowed by FHWA, staff is recommending the purchase and installation of two of these pedestrian activated solar powered devices at an estimated cost of $12,000. Public Works would order the devices through the manufacturer and install the devices. Council previously authorized $7,500 to install two Pedestrian -activated Flashing LEDs in the Border of a Warning Sign devices at this location. Staff is currently reviewing the most effective solution to address pedestrian safety at School Boulevard and Fallon Avenue and will present a recommendation to Council at a future meeting. Council previously authorized $7,500 to install two Pedestrian -activated Flashing LEDs in the Border of a Warning Sign devices. Staff will evaluate the use of the RRFB at this location and is also exploring other solutions to address pedestrian safety and speeding. Improvements at the intersection of Elm Street (CSAH 39) and 3rd Street will be included with the 2019 budget as previously authorized. Staff is also considering with the 2019 budget, replacement of the existing warning beacons at the intersection Broadway Street and Washington Street and replacing the pedestrian ramp in the northeast corner to be ADA compliant. The estimated cost is $25,000. Wright County will share 50% of the cost. Staff has applied for the Live Wright grant through SHIP and was awarded $3,000. Signage and devices eligible for this grant must be ordered by September 1, 2018. Council will note that the improvements described about are short-term improvements to the intersections. The Safe Routes to School planning process will facilitate a larger evaluation of system -wide improvements for prioritization and implementation. The Safe Routes planning initiative with the school district is expected to begin in the near future. It should be noted that in addition to the improvements described above, driver education and awareness is a large factor in addressing pedestrian safety, which the safe routes to school program will address as well. City Council Agenda — 08/13/2018 Al. Staff Impact: Staff has spent approximately 20-25 hours in evaluating the request and options. To effect the implementation as recommended, staff estimates another 15-20 hours of time. A2. Budget Impact: The estimated budget impact for 2018 is $12,750 for furnishing and installing the Washington Street school speed zone signage and two RRFB's at Washington Street and 3rd Street. Funding is proposed to come from the $3,000 Live Wright grant, Capital Project Fund and street department operating budget. Staff will continue to discuss cost sharing of the current and future improvements with school representatives. A3. Strategic Plan Impact: The project meets the following Strategic Plan goals or objectives: 1. Create and Preserve Sustainable Livability: The signage enhancements directly support the objective of making Monticello a more walkable and bikeable community. 2. Build a Connected Community: Pedestrian enhancements at these locations demonstrate continued support and partnership with the Monticello School District. 3. Invest in People: Investing in the placement of this signage is an investment in safer routes to schools. B. ALTERNATIVE ACTIONS Motion to adopting Resolution 2018-71 establishing a school speed zone on Washington Street from 4th Street to Broadway (CSAH 75) and authorizing purchase and installation of rectangular rapid flashing beacons at Washington Street and 3rd Street. 2. Motion of other. C. STAFF RECOMMENDATION Staff recommends Alternative #1 above. The improvements enhance pedestrian safety and demonstrates Monticello's continued investment in safe routes to schools. Staff have also reached out to the School District regarding the recommendation and the district is supportive of the proposed enhancements. Staff have also reached out to the district to further discuss the School and Fallon intersection. D. SUPPORTING DATA A. School Speed Zone Memo and Figure B. Flasher System Justification Memo — Washington St. at Yd St. C. Resolution 2018-71 Memorandum To: Matt Leonard, P.E. - City Engineer City of Monticello From: Charles Rickart, PE, PTOE - Transportation Engineer WSB & Associates, Inc. Date: June 5, 2018 Re: Monticello Middle School — Washington Avenue School Speed Zone Review City of Monticello In 1975 the State Legislature, through Minnesota Statute 169.14, gave responsibility to local authorities to establish school zone speed limits. Based on this authorization, the City of Monticello, as the local road authority, may establish school speed limits within a school zone of a public or non-public school on a basis of engineering and traffic investigations and follow the following parameters: • The school speed zone shall only be in effect when children are present going to or leaving the school. • School speed zones cannot lower the posted speed zone more than 30 mph and shall not be established below 15 mph. • School zones are defined as a segment of street or highway that abuts school grounds where children have access to the roadway or where a school crossing is in place. • School speed zone signing and stripping must be in accordance with the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD). • Any traffic violations of a school speed limit are subject to a double fine. The proper school speed zoning can reduce vehicle speed differential, provide basis for enforcement, increase driver respect for the speed zoning, and decrease crash potential. However, the school speed zoning will not automatically reduce vehicle speeds or automatically reduce crashes. In fact, improper speed zoning may actually increase crash potential, increase vehicle speed differential, and mislead pedestrians as to the true vehicular speed. WSB - Infrastructure ■ Engineering ■ Planning ■ Construction 701 Xenia Avenue South & Associates. Inc. Suite #300 Minneapolis, MN 55416 Tel: 763 541-4800 Fax: 763 541-1700 Memorandum To: Matt Leonard, P.E. - City Engineer City of Monticello From: Charles Rickart, PE, PTOE - Transportation Engineer WSB & Associates, Inc. Date: June 5, 2018 Re: Monticello Middle School — Washington Avenue School Speed Zone Review City of Monticello In 1975 the State Legislature, through Minnesota Statute 169.14, gave responsibility to local authorities to establish school zone speed limits. Based on this authorization, the City of Monticello, as the local road authority, may establish school speed limits within a school zone of a public or non-public school on a basis of engineering and traffic investigations and follow the following parameters: • The school speed zone shall only be in effect when children are present going to or leaving the school. • School speed zones cannot lower the posted speed zone more than 30 mph and shall not be established below 15 mph. • School zones are defined as a segment of street or highway that abuts school grounds where children have access to the roadway or where a school crossing is in place. • School speed zone signing and stripping must be in accordance with the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD). • Any traffic violations of a school speed limit are subject to a double fine. The proper school speed zoning can reduce vehicle speed differential, provide basis for enforcement, increase driver respect for the speed zoning, and decrease crash potential. However, the school speed zoning will not automatically reduce vehicle speeds or automatically reduce crashes. In fact, improper speed zoning may actually increase crash potential, increase vehicle speed differential, and mislead pedestrians as to the true vehicular speed. Monticello Middle School Speed Zone Study June 5, 2018 Page 2 of 3 Several criteria should be considered in determining if a school speed zone is warranted or needed. These criteria are discussed in detail below: 1. School Route Plan — A school route plan identifies the routes that students are using, or should use, to get to and from school and/or other facilities adjacent to the school. The plan should identify the existing walking area around the school, as well as the typical routes that students walk to and from the school. 2. Traffic Volumes — The traffic volumes of the adjacent roadways should be considered in the evaluation. The larger number of vehicles traveling on a roadway creates a potential for vehicle/pedestrian conflicts. 3. Pedestrian Volumes — Similar to the traffic volumes, as the number of pedestrians/ students increase along a particular route, the potential for vehicle/pedestrian conflict also increases. 4. Crash Investigation — A crash investigation will identify any hazardous locations in which vehicle conflicts and/or pedestrian/vehicle conflicts currently exist. 5. Roadway Characteristics/Traffic Control Devices — The existing roadway geometry, including the street width and location of existing traffic control devices (i.e., traffic signalization or all -way stops), is important in determining if pedestrians can be routed to these "safer" locations. 6. Sidewalks/Pathways — The location of sidewalks and/or pathways adjacent to the roadway and leading up to crossings and the school need to be identified to determine if pedestrians and/or students would be walking in the streets. 7. Speed Limits — The existing speed limit of the roadway is an important aspect of the evaluation. The higher the posted speed limit, the more difficult it would be reducing the speed limit through the school zone. People will drive what they feel is a safe and comfortable speed through an area. Based on these criteria and input from the School District and City staff a School Speed Zone review was conducted for Washington Street at the Monticello Middle School located in the southwest corner of Washington Street and Broadway (CSAH 75). The current speed limit on Washington Street is 30 mph, adjacent to the existing School. Existing pedestrian crossings are provided on Washington Street on the northside of 3rd Street and the southside of Broadway (CSAH 75). Both crosswalks are painted with standard pedestrian markings. Standard "Pedestrian Crossing" signing is provided at the 3rd Street crossing. No signing is provided at Broadway (CSAH 75) or in advance of the 3rd Street crossing. Existing traffic volumes at this location were obtained from the Minnesota Department of Transportation (MnDOT) traffic maps for 2016. An average daily traffic volume (ADT) of 1,350 vehicles per day was reported. Assuming that the peak hour is typically 10% of the ADT this results in a peak hour volume of 135 vehicles. Monticello Middle School Speed Zone Study June 5, 2018 Page 3 of 3 The new Fallon Avenue overpass located east of Washington Street is planned to be constructed during the summer of 2018. With the new connection south of I-94 the traffic volume would increase with the opening of the overpass. Based on projection the ADT is anticipated to increase from 1,350vpd to 2,800vpd with a peak hour volume of 280 vehicles. Based on staff discussion with the School District, the primary school crossing route to and from Monticello Middle School is across Washington Street on the north side of Yd Street, and; across 3rd Street on the west side of Washington Street. Crossing guards are present in morning only for students walking to Monticello Middle School. Vehicles are parked on Yd street to drop off and pick up students in which case students use these crosswalks. Pedestrian counts were provided by the School District. They indicated that an average of 15 and up to 30 pedestrians cross Washington Street. Currently the City of Monticello and the school district are reviewing proposed improvements for pedestrian safety on Washington Street including: 1. Installation of Pedestrian -activated Rectangular Rapid -Flashing Beacon (RRFB) system for the Washington Street/3rd Street and the Washington Street/Broadway Street Crosswalks. 2. Installation of advance warning "Pedestrian Crossing" (W11-2) signs on Washington Street in both direction at the 3rd Street crossing. 3. Installation of standard crosswalk markings on 3rd Street on the westside of Washington Street. Based on the traffic review a 20mph School Speed Zone is recommended as an optional solution to improve safety of the students adjacent to Washington Street. Figure 1 shows the school location, existing and new signing and proposed speed zone signing. A speed zone should be posted with signs indicating the beginning and end of the school speed zone, and a sign indicating that the speed zone is in affect when children are present. Minnesota Statutes 1979, Section 169.14, defines the enforcement of school speed zones. A draft resolution establishing the Speed Zone is attached. WSB` i„ ooZ - - aoa�o;g „ m _ c N �.a J m o �Nyo 0 t g }� p7 c m � a 4. ■ q� ov \o �Y Monticello Middle School C:ITV nr m m � Monticello a4 City of Monticello, Minnesota o� a 0 75 Ft 150 t \40 Washington Street Figure 1 School Speed Zone Signs - WSB SB && Assoc- engineering - planning - environmental - construction 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Flasher System Justification Memorandum To: Angela Schumann — Community Development Director City of Monticello From: Charles Rickart, PE, PTOE — Transportation Engineer WSB & Associates, Inc. Date: June S, 2018 Re: Pedestrian Crossing Review - Flasher System Justification Washington Street at 31 Street WSB Project No. 1160-611 BACKGROUND This intersection of Washington Street and Yd Street is located between I-94 and Broadway (CSAH 75) adjacent to the Monticello Middle School. The City is working with Monticello Public Schools, Independent School District (ISD) #882 on potential pedestrian improvements in this area. The purpose of this memorandum is to document the current conditions, to review the pedestrian crossings and to determine if a flasher system or other improvement are justified to improve pedestrian safety at this intersection. Figure I shows the location of the intersection. CURRENT CONDITIONS Both Washington Street and 3rd Street are two-lane City streets with posted speed limits of 30mph. The east approach is the access to the Monticello Middle School parking lot. The intersection is currently two-way stop controlled, with the 3rd Street and Monticello Middle School parking lot stopping. Existing traffic volumes at this location were obtained from the Minnesota Department of Transportation (MnDOT) traffic maps for 2016. An average daily traffic volume (ADT) of 1,350 vehicles per day was reported. Assuming that the peak hour is typically 10% of the ADT this results in a peak hour volume of 135 vehicles. The new Fallon Avenue overpass located east of Washington Street is planned to be constructed during the summer of 2018. With the new connection south of I-94 the traffic volume would increase with the opening of the overpass. Based on projection the ADT is anticipated to increase from 1,350vpd to 2,800vpd with a peak hour volume of 280 vehicles. Equal Opportunity Employer wsbeng.com Pedestrian Crossing Review - Flasher Justification Washington Street at Yd Street June 5, 2018 Page 2 A pedestrian crossing is provided across the Washington Street approach north of 3rd Street. The crosswalk is painted with standard pedestrian markings and includes "Pedestrian Crossing" signing positioned according to Minnesota's Manual on Uniform Traffic Control Devices (MnMUTCD) in both directions at the crossing. No advance warning pedestrian crossing signs are provided on Washington Street. Pedestrian crossings are also provided across Washington Street south of Broadway (CSAH 75) and across Broadway (CSAH 75) east of Washington Street. The crosswalks are painted with standard pedestrian markings and includes a flasher system on the Broadway (CSAH 75) approaches at Washington Street and include advance warning signs. No signing is provided for the Washington Street crossing south of Broadway (CSAH 75). Based on staff discussion with the School District, the primary school crossing route to and from Monticello Middle School is across Washington Street on the north side of 3rd Street, and; across 3rd Street on the west side of Washington Street. Crossing guards are present in morning only for students walking to Monticello Middle School. Vehicles are parked on 3rd street to drop off and pick up students in which case students use these crosswalks. Pedestrian counts were provided by the School District. They indicated that an average of 15 and up to 30 pedestrians cross Washington Street. The existing intersection layout and traffic control are shown on Figure 2. CRASH ANALYSIS Five-year crash data was reviewed from Minnesota's Crash Mapping Analysis Tool (MnCMAT) and it was found that no crashes have occurred at this location. Pedestrian Crossing Review - Flasher Justification Washington Street at 3rd Street June 5, 2018 Page 4 W N c0 47 0 W ` O � a+ z ,bo'a W U- 6. 40 u r1 Pedestrian Crossing Review - Flasher Justification Washington Street at Yd Street June 5, 2018 Page 5 IMPROVEMENT ALTERNATIVES Although this location has a low volume of vehicle traffic and the number of pedestrians is somewhat low, there are still several alternatives could be provided that would "enhance" the safety of both vehicles accessing and pedestrians crossing of Washington Street. Each alternative is discussed below: 1. Flasher Systems A. Rectangular Rapid -Flashing Beacon (RRFB): ARY The use of pedestrian crosswalk warning systems such as LED flashing beacons, LED bordered signs and rectangular rapid flashing beacons (RRFBs) has gained acceptance in Metro Area counties over the past few years. The systems typically use a dynamic visual indicator (such as LEDs) with a static W1 1-2 sign panel that are activated with a pedestrian push button. The indicators alert drivers to the presence of pedestrians entering the crosswalk. These systems are a fraction of the cost of a hybrid pedestrian beacon and can be installed in a short period of time. Most systems can run on solar power and use wireless communications to transmit signals between the push button and indicator units. This eliminates the need for installing conduit and wiring for operation. On March 20th, 2018, the Federal Highway Administration (FHWA) approved the Interim use of the RRFB for pedestrian and school crossing warning signs with limited conditions. MnDOT requested and approved for a blanket approval for all location in Minnesota where MnDOT or local agencies install RRFBs. The RRFB system should be used on low volume/low speed roadways which is why it is considered for this location. RRFBs at pedestrian crosswalks are dramatically more effective at increasing driver awareness of pedestrians in a crosswalk than traditional overhead beacons. The addition of RRFB's have been shown to also increase the safety effectiveness of other treatments, such as the use of advance signing and school speed zones. The primary disadvantage to this system is driver unfamiliarity. B. Pedestrian Hybrid Beacon Section 417.01 in the MnMUTCD describes warrant criteria that can be used to determine if the installation of a pedestrian hybrid beacon is justified to assist pedestrians in safely crossing the major street. The turning movement data was used with pedestrian counts to determine whether or not the intersection met MnMUTCD warrants for a Pedestrian Hybrid Beacon traffic signal system. The MnMUTCD states that "The need for a pedestrian hybrid beacon should be considered if the engineering study finds that the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding total of all pedestrians crossing the major street for 1 hour (any four consecutive 15 -minute periods) of an average day falls above the applicable curve." Pedestrian Crossing Review - Flasher Justification Washington Street at Yd Street June 5, 2018 Page 6 Two conditions are used to evaluate these warrants, low -speed for streets with speeds less than 35mph and high-speed for streets with speeds greater than 35mph. In this case the speed on Washington Street is 30mph therefore the low -speed warrants were used as shown in Figure 3. Figure 3 — MnMUTCD Pedestrian Hybrid Beacon Warrant (Low Speed) goo 490 TOTAL OF ALL Sao PE DESTRIANS CROSSING THE MAJOR STREET - PEDESTRIANS PER HOUR (PPH) 290 10D Speeds of 35 mph or less L = MShkvdlk long1h ?4' 0 250 504 759 100 1254 1500 1750 2000 MAJOR STREET —TOTAL OF BOTH APPROACHES — VEHICLES PER HOUR {VPH} 'Nola: 20 pph applies as the laver threshold volume The pedestrian counts across Washington Street indicate that there are up to 30 crossings during the peak hour. The crossing distance of Washington Street north of 3rd Street is approximately 40 feet. Following the warrant guidelines by combining the maximum hourly volume on Washington Street from the projected 2018 volumes with the Fallon Avenue overpass with the maximum hourly pedestrian count, the Pedestrian Hybrid warrant is not met. C. Advanced Warning Beacon with Pushbutton: In addition to the standard pedestrian crossing signs this alternative provides for an advanced warning yellow flasher in each direction on School Boulevard. The system can be either pushbutton activated or timer activated. The primary advantage to this alternative is that flasher system provides warning of the crosswalk in advance of the intersection giving vehicles additional time to slow down or stop. The primary disadvantage is the cost for the system. D. Warning Beacon at Crosswalk with Pushbutton (Solar): In addition to the standard pedestrian crossing signs this alternative provides a yellow warning flasher at the crosswalk. The system can be either pushbutton activated or timer activated. Each flasher could be direct wired or solar powered. The primary disadvantage is that vehicles on Washington Street do not have the advance warning to slow down or stop, however, it will provide for warning of a pedestrian in the crosswalk and the cost is less than the advanced warning beacon system. Pedestrian Crossing Review - Flasher Justification Washington Street at Yd Street June 5, 2018 Page 7 2. Signing Improvements A. Pedestrian -activated Flashing LEDs in the Border of a Warning Sign: Aff Section 2A.07 in the MnMUTCD describes the use of flashing white or yellow LEDs. This option provides for either pushbutton or timer activated LED `Blinking" yellow lights around the crosswalk signs at , the crosswalk. Similar to the crosswalk warning beacon system, the / primary disadvantage is that approaching vehicles on Washington Street do not have active (flashing) advance warning for the pedestrian crossing. r B. Overhead Pedestrian Crossing Signs: Section 2B.12 in the MnMUTCD describes pedestrian F -- crossing signs that may be mounted over the roadway to , _T make it easier for drivers to notice that a crosswalk is present, especially from a greater distance than they would for post -mounted signs, and to inform them of their legal obligation to stop if a pedestrian is waiting to cross or in the process of crossing the roadway. This option is typically used at high pedestrian volume uncontrolled locations. C. Driver Feed -Back (Dynamic) Speed Signs: Driver feed -back signs are signs that display the actual speed of a vehicle as it drives by the location. On neighborhood streets where the 85% speed is determined to be greater than 33 mph, a driver feed -back sign could be used to warn the driver that they are speeding. No speed data is available at this location. However, there has not been any indication of speeding concerns that would benefit from the driver feed- back signs. 3. Street Design Changes A. Curb Extensions (bulb -outs, neckdowns): This feature, which is particularly beneficial in urban settings where on -street parking or a shoulder is present, shortens the crossing distance and allows the pedestrian waiting to cross to be more visible to the approaching driver. Where physical construction is not immediately feasible, neckdown of the street width at the crosswalk can be accomplished on an interim basis using markings and flexible delineator posts to achieve a traffic calming effect similar to that of a curb extension. B. Pedestrian Refuge Islands (median islands): This feature, which is particularly beneficial on wide multi -lane roadways, allows pedestrians to cross a two-way street in two stages by finding a gap in one direction, and then stopping on a median island of sufficient width to wait while searching for a gap in the other direction of traffic. Pedestrian Crossing Review - Flasher Justification Washington Street at Yd Street June 5, 2018 Page 8 SUMMARY AND RECOMMENDATIONS Based on the analysis of the available data and current best -practices for pedestrian safety in Minnesota, the best alternative for a pedestrian crossing would be at a controlled intersection. The nearest controlled location is approximately 350ft north at Broadway (CSAH 75). Unfortunately, this crossing is not at a location where it would be used by pedestrians destined south and west. Therefore, the best option would be to enhance the warning to vehicles of pedestrians in the crosswalk at Washington Street and Yd Street. With low existing traffic volumes or anticipated volumes with the Fallon Avenue overpass, it is not recommended that a warning beacon with push buttons system be installed at this time. However, crossing enhancements still should be considered. Therefore, based on the review of the options that provide for warning of a pedestrian in the crosswalk, the installation of a Pedestrian -activated Rectangular Rapid -Flashing Beacon (RRFB) (Option IA) is recommended. RRFBs are a low-cost alternative that have been shown to increase driver's awareness of pedestrians at crosswalks over other crossing alternatives. Studies have shown a 50% to 60% increase in driver awareness of pedestrians in the crosswalk. Specifically, the following is recommended: 1. Install Pedestrian -activated Rectangular Rapid -Flashing Beacon (RRFB) (Option IA) on Washington Street replacing the existing signs at the 3rd Street crosswalk. The furnish and install cost assuming solar power for two of these systems is estimated at $15,000 each or $30,000 total. 2. Install advance warning "Pedestrian Crossing" (W11-2) signs on Washington Street in both direction. Public Works can complete this improvement as part of their striping and sign budget. 3. Install standard crosswalk markings on 3rd Street, west of Washington Street. Public Works can complete this improvement as part of their striping and sign budget. 4. Install a School Speed Zone on Washington Street from Broadway south adjacent to the school. (See separate Speed Zone memorandum) 5. Replace the existing flasher system at the Broadway (CSAH 75) crosswalk east of Washington Street with a Pedestrian -activated Rectangular Rapid -Flashing Beacon (RRFB) (Option 1A). The furnish and install cost assuming solar power for two of these systems is estimated at $15,000 each or $30,000 total. These improvements will provide the pedestrian warning needed to improve the safety for pedestrian adjacent to Washington Street. Figure 4 shows the recommended improvements. Pedestrian Crossing Review - Flasher Justification Washington Street at 3rd Street June 5, 2018 Page 9 QQ M A' i • ® t Y 0 r+ a+ COO 7 L m � L " s m n CO p , +L+ +L+ LA aL+ c d LLA o r N r daa m b v c c 3 3 h °3' z W LU N u vii u v?i 2 • i =L0 .Om t0 n� nLL h ai as _ CITY OF MONTICELLO RESOLUTION NO. 2018-71 RELATING TO SCHOOL SPEED ZONE ON WASHINGTON STREET, 4th STREET to BROADWAY (CSAH 75) WHEREAS, THIS RESOLUTION; was made this 13th day of August, 2018 by the City of Monticello in Wright County, Minnesota. The Municipal Corporation shall hereinafter be called the "City," WHEREAS; the "City" has undertaken a Traffic Investigation of Washington Street based on the Minnesota Guide to Establishing Speed Limits in School Zones; and WHEREAS; the "City" has determined based on the Traffic Investigation that a School Speed Zone of 20 MPH in the existing 30 MPH Speed Zone is appropriate; and WHEREAS; the Speed Zone should include the area on Washington Street from 4th Street to Broadway (CSAH 75), NOW, THEREFORE, IT IS HEREBY RESOLVED: That the "City" shall establish a School Speed Zone on Washington Street from 4th Street to Broadway (CSAH 75) and install the appropriate Signing as shown in the Traffic Investigation. Adopted by the City of Monticello City Council the 13th dal of August, 2018. Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator 08/13/2018 4C. Consideration of authorizing members of the Citv Council to participate in the I-94 Coalition lobbving effort September 26-28, 2018 in Washington D.C. at an estimated cost of $1,000 per participant (JO) A. REFERENCE AND BACKGROUND: As in 2017, the I-94 Coalition is gearing up to send a team of representatives to Washington DC on September 26-28, 2018 to help lobby for improvements to the I-94 corridor. As a member of the coalition, Monticello again has the opportunity to send one or more representatives to be part of the team going to Washington DC. There is a significant piece of the project from St. Michael to Albertville that was submitted to the FHWA for a BUILD grant towards this project anticipated in 2020. Monticello would be in support of the project as it continues the expansion to our community. Al. Budget Impact: City Council travel budget is sufficient to cover this request which is estimated at $1,000 per participant. B. ALTERNATIVE ACTIONS: 1. Motion to authorize one or more members of Council to participate in the effort. 2. Motion to not approve the contribution and return the funds to the donors. C. STAFF RECOMMENDATION: Staff recommends alternative 1. It is up to Mayor Stumpf and City Council to decide who should go. D. SUPPORTING DATA: • None 'OT co'. �'RI R 5 04Fti Monticello Monthly Report 2018 Incident Start Date/Time Initial Call 911 Hang-up Total: 51 07/01/18 00:57 911 Hang-up 07/01/1810:06 911 Hang-up 07/01/1813:33 911 Hang-up 07/01/1816:25 911 Hang-up 07/02/18 07:17 911 Hang-up 07/03/18 00:46 911 Hang-up 07/04/18 16:37 911 Hang-up 07/05/18 10:42 911 Hang-up 07/06/18 21:20 911 Hang-up 07/07/18 20:20 911 Hang-up 07/07/18 22:08 911 Hang-up 07/09/18 12:39 911 Hang-up 07/09/18 15:31 911 Hang-up 07/09/18 20:43 911 Hang-up 07/10/18 03:31 911 Hang-up 07/10/18 10:53 911 Hang-up 07/10/18 15:39 911 Hang-up 07/10/18 19:29 911 Hang-up 07/11/1810:19 911 Hang-up 07/12/18 15:39 911 Hang-up 07/12/18 16:35 911 Hang-up 07/13/18 12:30 911 Hang-up 07/13/18 20:37 911 Hang-up 07/14/18 06:52 911 Hang-up 07/14/18 12:40 911 Hang-up 07/14/18 15:45 911 Hang-up 07/14/18 16:15 911 Hang-up Wright County Sheriff's Office Sheriff Joe Hagerty 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 CFS # 2018050440 2018050496 2018050525 2018050572 2018050735 2018050997 2018051506 2018051735 2018052251 2018052552 2018052591 2018053007 2018053062 2018053167 2018053248 2018053340 2018053409 2018053473 2018053599 2018053999 2018054026 2018054279 2018054438 2018054541 2018054611 2018054666 2018054676 Final Incident Civil Complaint QPpFE55I0NAIrS Printed on •2018 Case Number Codes How Reported 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP WCSOP18021 31 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP 911 HANGUP ZUERCHER Page 1 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/14/18 21:14 911 Hang-up 2018054760 911 HAN911 GUP 07/15/18 14:53 911 Hang-up 2018054978 911 HAN911 GUP 07/15/18 16:31 911 Hang-up 2018055018 911 HAN911 GUP 07/16/18 17:56 911 Hang-up 2018055341 911 HAN911 GUP 07/17/18 16:47 911 Hang-up 2018055641 911 HAN911 GUP 07/18/18 16:55 911 Hang-up 2018055953 911 HAN911 GUP 07/19/18 09:22 911 Hang-up 2018056143 911 HAN911 GUP 07/19/18 15:35 911 Hang-up 2018056247 911 HAN911 GUP 07/19/18 16:41 911 Hang-up 2018056271 911 HAN911 GUP 07/19/18 23:03 911 Hang-up 2018056394 911 HAN911 GUP 07/20/18 03:13 911 Hang-up 2018056428 911 HAN911 GUP 07/20/18 12:33 911 Hang-up 2018056515 911 HAN911 GUP 07/21/18 23:22 911 Hang-up 2018057013 911 HAN911 GUP 07/22/18 15:23 911 Hang-up 2018057176 911 HAN911 GUP 07/23/18 17:26 911 Hang-up 2018057499 911 HAN911 GUP 07/24/18 09:25 911 Hang-up 2018057681 911 HAN911 GUP 07/25/18 18:52 911 Hang-up 2018058164 911 HAN911 GUP 07/25/18 21:07 911 Hang-up 2018058197 911 HAN911 GUP 07/25/18 21:08 911 Hang-up 2018058198 911 HAN911 GUP 07/26/18 19:43 911 Hang-up 2018058501 911 911 HANGUP 07/28/18 21:01 911 Hang-up 2018059121 911 HAN911 GUP 07/30/18 13:26 911 Hang-up 2018059576 911 HAN911 GUP 07/31/1814:59 911 Hang-up 2018059910 911 911 HANGUP 07/31/1820:31 911 Hang-up 2018060017 911 Hang-up WCSOP18024911HAN911 GUP 911 Hang-up; Domestic Disturbance Total: 1 07/11/18 03:21 911 Hang-up; Domestic 2018053553 911 911 HANGUP; 911 Hang-up; Suspicious - Person - Vehicle Total: 1 07/05/18 17:38 911 Hang-up; 2018051850 911 911 HANGUP: SUSPPV 911 Open Line Total: 59 07/01/18 01:18 911 Open Line 2018050450 911 OPEN11 07/01/18 18:17 911 Open Line 2018050594 911 911 OPEN 07/04/18 03:13 911 Open Line 2018051358 911 OPEN 11 ZUERCHER Page 2 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes Reported 07/04/18 13:44 911 Open Line 2018051461 ggHow 911OPEN11 07/04/18 14:00 911 Open Line 2018051463 911 911 OPEN 07/04/18 15:24 911 Open Line 2018051484 911 911OPEN 07/04/18 17:35 911 Open Line 2018051520 911OPEN11 07/04/18 18:46 911 Open Line 2018051535 911 911 OPEN 07/06/18 11:07 911 Open Line 2018052046 911 911OPEN 07/07/18 10:33 911 Open Line 2018052383 911OPEN11 07/07/18 17:55 911 Open Line 2018052518 911 911 OPEN 07/07/18 21:17 911 Open Line 2018052565 911 911 OPEN 07/07/18 22:06 911 Open Line 2018052590 g 911 OPEN11 07/07/18 23:31 911 Open Line 2018052620 11 911 OPEN 07/09/18 10:24 911 Open Line 2018052966 911 911OPEN 07/09/18 13:30 911 Open Line 2018053027 911OPEN11 07/10/18 07:23 911 Open Line 2018053267 11 911 OPEN 07/10/18 08:37 911 Open Line 2018053289 911 911 OPEN 07/10/18 15:38 911 Open Line 2018053408 g 911OPEN11 07/11/18 14:49 911 Open Line 2018053673 911 911 OPEN 07/11/18 15:17 911 Open Line 2018053681 911 911OPEN 07/11/18 16:11 911 Open Line 2018053690 911OPEN11 07/11/18 18:43 911 Open Line 2018053748 911 911 OPEN 07/13/18 13:21 911 Open Line 2018054296 911 911OPEN 07/13/18 13:55 911 Open Line 2018054307 911OPEN11 07/13/18 16:27 911 Open Line 2018054351 911 911 OPEN 07/13/18 17:21 911 Open Line 2018054377 911 911OPEN 07/13/18 18:15 911 Open Line 2018054395 911OPEN11 07/13/18 19:20 911 Open Line 2018054409 911 911 OPEN 07/14/18 11:59 911 Open Line 2018054599 911 911OPEN 07/14/18 20:17 911 Open Line 2018054742 911 OPEN11 07/15/18 14:08 911 Open Line 2018054959 911 911 OPEN 07/15/18 15:54 911 Open Line 2018055005 911 911OPEN 07/15/18 20:55 911 Open Line 2018055090 911 OPEN11 07/16/18 14:37 911 Open Line 2018055267 911 911 OPEN 07/16/18 14:58 911 Open Line 2018055278 911 911 OPEN ZUERCHER Page 3 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/17/18 20:20 911 Open Line 2018055706 911 OPEN11 07/18/18 11:06 911 Open Line 2018055868 911 911 OPEN 07/18/18 14:32 911 Open Line 2018055915 911 911 OPEN 07/19/18 08:07 911 Open Line 2018056123 911 OPEN11 07/19/18 09:05 911 Open Line 2018056140 11 911 OPEN 07/19/18 17:53 911 Open Line 2018056298 911 911 OPEN 07/20/18 20:05 911 Open Line 2018056663 911 OPEN11 07/21/18 15:49 911 Open Line 2018056877 911 911 OPEN 07/22/18 07:19 911 Open Line 2018057078 11 911 OPEN 07/22/18 10:58 911 Open Line 2018057105 911OPEN11 07/22/18 11:01 911 Open Line 2018057106 911 911 OPEN 07/24/18 12:14 911 Open Line 2018057725 911 911 OPEN 07/24/18 14:28 911 Open Line 2018057777 911OPEN11 07/24/18 19:13 911 Open Line 2018057865 911 911 OPEN 07/25/18 12:32 911 Open Line 2018058060 911 911 OPEN 07/26/18 00:13 911 Open Line 2018058262 911 OPEN11 07/26/18 08:12 911 Open Line 2018058308 911 911 OPEN 07/26/18 11:11 911 Open Line 2018058365 911 911 OPEN 07/26/18 13:48 911 Open Line 2018058402 911OPEN11 07/27/18 16:10 911 Open Line 2018058749 911 911 OPEN 07/28/18 19:16 911 Open Line 2018059086 911 911 OPEN 07/30/18 13:46 911 Open Line 2018059583 911OPEN11 07/30/18 14:58 911 Open Line 2018059605 911 911 OPEN 911 Open Line; Domestic Disturbance Total: 1 07/13/18 20:11 911 Open Line; 2018054430 911 OPEN; DOMESTIC 911 Open Line; Medical - Psychiatric - Behavioral Total: 1 07/26/18 01:15 911 Open Line; Medical 2018058275 Medical - Psychiatric - WCSOP18023307 911 911 OPEN: MPSYCH 911 Text Total: 1 07/04/18 15:32 911 Text Abuse Total: 1 07/18/18 21:32 Abuse Agency Assist Total: 6 2018051486 2018056028 Check Welfare 911 TEXT ext WCSOP18022 ABUSE Phone ZU=RCHER Page 4 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/02/18 05:30 Agency Assist 2018050722 Agency Assist WCSOP18020 22Phone 07/01/1801:02 Alarm ASSIST 07/03/18 15:12 Agency Assist 2018051146 Agency Assist 40ne WCSOP18020 Ag 07/13/18 23:07 Alarm 2018054492 Alarm WCSOP18021744 911 GASSIST 07/07/18 09:00 Agency Assist 2018052362 Agency Assist WCSOP18020 788ASSIPhone WCSOP18022463 Phone ALARM AG 07/17/18 00:05 Agency Assist 2018055449 Agency Assist WCSOP18022 AGgASSIST Ph Phone ALARM Animal Total: 21 ST 07/19/18 08:37 Agency Assist 2018056133 Agency Assist WCSOP18022 AGASSIST ne ANIMAL 07/04/1811:17 Animal 2018051421 Animal WCSOP18020509 911 07/24/18 12:44 Agency Assist 2018057736 Agency Assist WCSOP18023 ne 2018052439 Phone AGASSIST Agency Assist; Gun Incident Total: 1 Animal WCSOP18021020 Phone 07/05/18 14:04 Agency Assist; Gun 2018051786 Agency Assist WCSOP1802066R Phone Animal WCSOP18021159 911 A ASSIST; GUN Agency Assist; MVA - Injuries Total: 1 07/14/18 09:51 Agency Assist; MVA - 2018054566 Agency Assist WCSOP1802179111 AGASSI T; MVAINJ Alarm Total: 4 07/01/1801:02 Alarm 2018050443 Alarm WCSOP18020ALARMOfficer 07/13/18 23:07 Alarm 2018054492 Alarm WCSOP18021744 911 ALARM 07/19/1810:11 Alarm 2018056154 Alarm WCSOP18022463 Phone ALARM 07/31/18 02:37 Alarm 2018059796 Alarm WCSOP18023919 911 ALARM Animal Total: 21 07/02/1813:56 Animal 2018050824 Animal WCSOP18020267 Phone ANIMAL 07/04/1811:17 Animal 2018051421 Animal WCSOP18020509 911 ANIMAL 07/07/1813:17 Animal 2018052439 Phone ANIMAL 07/08/1811:18 Animal 2018052717 Animal WCSOP18021020 Phone ANIMAL 07/09/1813:16 Animal 2018053023 Animal WCSOP18021159 911 ANIMAL 07/10/18 18:20 Animal 2018053451 Animal WCSOP18021 ANIMALPhone 07/11/1818:03 Animal 2018053736 Animal WCSOP18021449 Phone ANIMAL 07/11/1819:24 Animal 2018053756 Animal WCSOP18021459 Phone ANIMAL 07/13/1811:22 Animal 2018054255 911 ANIMAL 07/14/18 09:57 Animal 2018054567 Phone ANIMAL 07/15/1818:06 Animal 2018055047 Animal WCSOP18022001 Phone ANIMAL 07/18/18 06:34 Animal 2018055807 Phone ANIMAL 07/19/18 00:53 Animal 2018056072 Phone ANIMAL 07/20/1814:03 Animal 2018056539 Animal WCSOP18022622 Phone ANIMAL 07/23/18 11:59 Animal 2018057421 Animal - Bites - Attacks WCSOP18022991 Phone ANIMAL 07/23/1818:01 Animal 2018057508 Phone ANIMAL ZUERCHER Page 5 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/24/1811:58 Animal 2018057720 Phone 07/09/18 15:19 Assault 2018053060 Assault ANIMAL 07/27/1811:36 Animal 2018058652 Animal WCSOP18023462 911 07/23/18 21:59 Assault 2018057572 Assault ANIMAL 07/29/18 08:46 Animal 2018059232 Animal WCSOP18023694 Phone 07/26/1814:16 Assault 2018058411 Assault ANIMAL 07/31/1814:51 Animal 2018059907 Animal WCSOP18023982 Phone 07/28/18 02:46 Assault 2018058910 Threats ANIMAL 07/31/18 20:36 Animal 2018060019 Animal WCSOP18024021 Phone Check Welfare Total: 31 ANIMAL Animal - Abuse Total: 6 2018050494 Check Welfare 3g WCSOP18020CHKWEPhone 07/03/18 16:14 Animal - Abuse 2018051165 Animal - Abuse WCSOP18020418 Phone ANABUSE 07/12/18 14:40 Animal - Abuse 2018053983 Animal - Abuse WCSOP18021 Apone IVABUSP 07/17/18 11:00 Animal - Abuse 2018055550 Animal - Abuse WCSOP1802239ABUSEione 07/19/18 19:24 Animal - Abuse 2018056322 Animal - Abuse WCSOP18022530 Phone 07/06/18 21:02 Check Welfare 2018052247 Check Welfare ANABUSE 07/22/18 15:13 Animal - Abuse 2018057173 Animal - Abuse WCSOP18022882 Phone 07/08/18 18:14 Check Welfare 2018052809 Juvenile - Complaint AN2ABUSpEh 07/29/18 17:26 Animal - Abuse 2018059346 Animal - Abuse WCSOP18023 5 USE one Animal - Barking Dog Total: 1 Check Welfare 2018053523 Check Welfare 07/26/18 07:09 Animal - Barking Dog 2018058296 Animal - Barking Dog WCSOP18023315 Phone WCSOP18021385 Phone ANBARK Animal - Barking Dog; Dispatch - CAD Total: 1 07/11/18 08:27 07/15/18 12:21 Animal - Barking Dog; 2018054922 Animal - Barking Dog WCSOP18021962 Phone CHKWELF ANBARK: DISPCAD Assault Total: 5 07/08/1816:39 Assault 2018052791 Assault WCSOP18021067 Phone ASSAULT 07/09/18 15:19 Assault 2018053060 Assault WCSOP18021 ASSAULT11 07/23/18 21:59 Assault 2018057572 Assault WCSOP18023053 Phone ASSAULT 07/26/1814:16 Assault 2018058411 Assault WCSOP18023358 Phone ASSAULT 07/28/18 02:46 Assault 2018058910 Threats WCSOP18023567 Phone ASSAULT Check Welfare Total: 31 07/01/18 10:02 Check Welfare 2018050494 Check Welfare 3g WCSOP18020CHKWEPhone 07/05/18 14:34 Check Welfare 2018051795 Check Welfare WCSOP18020672 Phone CHKWELF 07/05/18 23:15 Check Welfare 2018051954 Check Welfare WCSOP18020719 Phone CHKWELF 07/06/18 15:52 Check Welfare 2018052147 Check Welfare WCSOP18020 CHKWE9 07/06/18 21:02 Check Welfare 2018052247 Check Welfare WCSOP18020840 Phone CHKWELF 07/08/18 18:14 Check Welfare 2018052809 Juvenile - Complaint WCSOP18021 74PPFhone CHKWE07/10/18 22:17 Check Welfare 2018053523 Check Welfare WCSOP18021 CHKWELFone 07/11/18 07:58 Check Welfare 2018053575 Check Welfare WCSOP18021385 Phone CHKWELF 07/11/18 08:27 Check Welfare 2018053582 Check Welfare WCSOP18021386 Phone CHKWELF ZUERCHER Page 6 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Coggdes How Reported 07/11/18 10:23 Check Welfare 2018053602 Check Welfare WCSOP18021 CHKWEPhone 07/13/18 15:34 Check Welfare 2018054333 Check Welfare WCSOP18021695 Phone CHKWELF 07/14/18 12:22 Check Welfare 2018054607 Check Welfare WCSOP18021812 Phone CHKWELF 07/14/18 21:31 Check Welfare 2018054775 Check Welfare WCSOP18021893 Phone CHKWELF 07/16/18 21:40 Check Welfare 2018055412 Check Welfare WCSOP18022156 911 CHKWELF 07/17/18 23:41 Check Welfare 2018055753 Check Welfare WCSOP18022319 Phone CHKWELF 07/19/18 12:49 Check Welfare 2018056196 Check Welfare WCSOP18022479 Phone CHKWELF 07/19/18 17:25 Check Welfare 2018056292 Check Welfare WCSOP1802252HKWEPhone LF 07/21/18 23:51 Check Welfare 2018057024 Check Welfare WCSOP18022827 911 CHKWELF 07/22/18 16:32 Check Welfare 2018057197 Check Welfare WCSOP18022897 Phone CHKWELF 07/24/18 13:50 Check Welfare 2018057755 Check Welfare WCSOP18023134 Phone CHKWELF 07/25/18 11:14 Check Welfare 2018058048 Check Welfare WCSOP18023235 Phone CHKWELF 07/25/18 15:07 Check Welfare 2018058097 Check Welfare WCSOP18023253 911 CHKWELF 07/25/18 19:27 Check Welfare 2018058174 Check Welfare WCSOP18023279 Phone CHKWELF 07/26/18 01:34 Check Welfare 2018058279 Check Welfare WCSOP18023304 Phone CHKWELF 07/28/18 11:01 Check Welfare 2018058966 Check Welfare WCSOP18023598 Phone CHKWELF 07/28/18 18:45 Check Welfare 2018059078 Check Welfare WCSOP18023648 Phone CHKWELF 07/29/18 12:37 Check Welfare 2018059267 Check Welfare WCSOP18023709 Phone CHKWELF 07/29/18 22:16 Check Welfare 2018059420 Check Welfare gKWELF WCSOP18023 CHKWELFone 07/30/18 15:47 Check Welfare 2018059620 Suicidal - Attempt - Threat WCSOP18023858 Phone CHKWELF 07/31/18 13:10 Check Welfare 2018059884 Check Welfare WCSOP18023971 Phone CHKWELF 07/31/18 15:47 Check Welfare 2018059926 Check Welfare WCSOP18023989 Phone CHKWELF Check Welfare; Dispatch - CAD Total: 1 07/07/18 04:59 Check Welfare; 2018052337 Check Welfare WCSOP18020 11 CHKWELF DISPCAD Check Welfare; Medical - Fall Under 6 Feet Total: 1 07/11/18 14:53 Check Welfare; Medical 2018053676 Check Welfare WCSOP1802146 911 HKWELF; MFALL Check Welfare; Medical - Psychiatric - Behavioral Total: 2 07/21/18 20:13 Check Welfare; Medical 2018056939 Check Welfare WCSOP18022793 Phone CHKWELF; MPSYCH 07/24/18 16:49 Check Welfare; Medical 2018057815 Check Welfare WCSOP18023151 Phone CHKWELF: MPSYCH Check Welfare; Medical - Unknown Total: 1 07/24/18 12:04 Check Welfare; Medical 2018057722 Check Welfare WCSOP18023112 Phone CHKWELF; Citizen Aid Total: 13 zU=RCHER Page 7 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/05/18 05:15 Citizen Aid 2018051690 Citizen Aid WCSOP18020 911 CITAID 07/07/18 12:03 Citizen Aid 2018052420 Citizen Aid WCSOP18020905 Phone CITAID 07/11/18 17:10 Citizen Aid 2018053713 Citizen Aid WCSOP18021439 911 CITAID 07/14/18 01:34 Citizen Aid 2018054519 Extra Patrol WCSOP18021762 Phone CITAID 07/15/18 02:15 Citizen Aid 2018054847 Citizen Aid WCSOP18021915 911 CITAID 07/23/18 09:43 Citizen Aid 2018057387 Citizen Aid WCSOP18022980 Phone CITAID 07/23/18 13:59 Citizen Aid 2018057450 Citizen Aid TTAID WCSOP18023 Phone CITAID 07/24/18 14:15 Citizen Aid 2018057764 Citizen Aid WCSOP18023136 Phone CITAID 07/24/18 15:14 Citizen Aid 2018057792 Citizen Aid WCSOP18023141 Phone CITAID 07/24/18 18:38 Citizen Aid 2018057853 Citizen Aid WCSOP18023164 Phone CITAID 07/24/18 20:05 Citizen Aid 2018057885 Citizen Aid WCSOP18023178 Phone CITAID 07/26/18 14:40 Citizen Aid 2018058416 Citizen Aid WCSOP18023363 911 CITAID 07/31/18 13:34 Citizen Aid 2018059887 Citizen Aid TTAID WCSOP18023 Phone CITAID Civil Complaint Total: 31 07/02/18 10:31 Civil Complaint 2018050766 Civil Complaint WCSOP18020N Phone 07/02/18 17:05 Civil Complaint 2018050881 Civil Complaint WCSOP18020 CIV Phone 07/05/18 10:58 Civil Complaint 2018051738 Civil Complaint WCSOP180206C45 Phone 07/05/18 12:56 Civil Complaint 2018051771 Civil Complaint WCSOP18020 Phone CIV 07/07/18 07:30 Civil Complaint 2018052352 Civil Complaint WCSOP18020 CIV Phone 07/07/18 13:14 Civil Complaint 2018052438 Civil Complaint WCSOP18020 Phone CIV 07/07/18 17:25 Civil Complaint 2018052508 Civil Complaint WCSOP18020 CIV Phone 07/08/18 12:39 Civil Complaint 2018052731 Civil Complaint WCSOP180210e,5 Phone 07/09/18 12:44 Civil Complaint 2018053010 Civil Complaint WCSOP180211C53 Phone 07/09/18 16:01 Civil Complaint 2018053069 Civil Complaint WCSOP18021 CIV Phone 07/10/18 15:37 Civil Complaint 2018053406 Civil Complaint WCSOP180213eO Phone 07/11/18 16:38 Civil Complaint 2018053703 Civil Complaint WCSOP180214C36 911 07/12/18 16:13 Civil Complaint 2018054016 Civil Complaint WCSOP18021 Phone CIV 07/15/18 21:57 Civil Complaint 2018055111 Civil Child Custody WCSOP18022 CIV Phone 07/16/18 18:47 Civil Complaint 2018055356 Civil Complaint WCSOP180221C39 Phone 07/16/18 23:23 Civil Complaint 2018055439 Civil Complaint WCSOP18022 CIV Phone 07/17/18 16:16 Civil Complaint 2018055628 Civil Complaint WCSOP18022 CIV Phone 07/18/18 09:48 Civil Complaint 2018055841 Civil Complaint WCSOP180223C46 Phone ZUERCHER Page 8 of 41 Incident Start Date/Time Initial Call CFS # 07/18/18 20:35 Civil Complaint 2018056011 07/20/18 11:58 Civil Complaint 2018056507 07/23/18 12:00 Civil Complaint 2018057422 07/23/18 13:06 Civil Complaint 2018057435 07/23/18 13:38 Civil Complaint 2018057446 07/27/18 07:43 Civil Complaint 2018058600 07/29/18 01:52 Civil Complaint 2018059200 07/29/18 12:42 Civil Complaint 2018059270 07/29/18 12:50 Civil Complaint 2018059273 07/30/18 10:43 Civil Complaint 2018059518 07/30/18 11:35 Civil Complaint 2018059542 07/30/18 12:11 Civil Complaint 2018059557 07/31/18 12:35 Civil Complaint 2018059881 Civil Complaint; Parking Total: 1 07/10/18 15:01 Civil Complaint; Parking 2018053395 Final Incident Case Number Codes How Reported Civil Complaint WCSOP18022 CIV Phone CIVPROC 07/05/18 11:39 Civil Complaint WCSOP18022 CIV Phone Civil Complaint WCSOP18022 CIV 911 2018051825 Suspicious - Circumstances WCSOP18022 CIV Phone 07/05/18 17:29 Civil Process 2018051847 Civil Complaint WCSOP18023 CIV Phone CIVPROC 07/06/18 10:51 Civil Complaint WCSOP18023 CIV Phone Civil Complaint WCSOP180236C83 Phone 2018052182 Civil Complaint WCSOP18023 CIV Phone 07/06/18 18:36 Civil Process 2018052201 Theft WCSOP18023 911 CIV 07/09/18 10:03 Civil Child Custody WCSOP1802381119 Phone Civil Complaint WCSOP180238FIV Phone Civil Complaint WCSOP18023 CIV Phone CIVPROCpfficer Civil Complaint WCSOP180239C69 Phone Officer Civil Complaint WCSOP18021315n CIV: PA IN� Civil Complaint; Phone Call Total: 1 07/22/18 14:07 Civil Complaint; Phone 2018057148 Civil Complaint WCSOP18022873 Phone CIV; PH Civil Process Total: 55 07/02/18 12:26 Civil Process 2018050791 Officer CIVPROC 07/05/18 11:39 Civil Process 2018051750 CIVPRO?fficer 07/05/18 16:29 Civil Process 2018051825 CIVPROCpfficer 07/05/18 17:29 Civil Process 2018051847 Officer CIVPROC 07/06/18 10:51 Civil Process 2018052041 CIVPRO?fficer 07/06/18 17:35 Civil Process 2018052182 CIVPROCpfficer 07/06/18 18:36 Civil Process 2018052201 Officer CIVPROC 07/09/18 10:03 Civil Process 2018052957 CIVPRO?fficer 07/09/18 10:20 Civil Process 2018052963 CIVPROCpfficer 07/09/18 16:14 Civil Process 2018053074 Officer CIVPROC 07/09/18 16:32 Civil Process 2018053081 fficer CIVPROCpp 07/10/18 15:03 Civil Process 2018053398 CIVPROC 07/10/18 18:12 Civil Process 2018053447 Officer CIVPROppC 07/11/18 10:34 Civil Process 2018053606 CIVPROCfficer ZUERCHER Page 9 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/11/18 11:06 Civil Process 2018053619 CIVPROQpfficer 07/12/18 11:23 Civil Process 2018053933 CIVPROCfficer 07/12/18 12:04 Civil Process 2018053942 Officer CIVPROC 07/12/18 12:16 Civil Process 2018053947 CIVPROQpfficer 07/12/18 13:59 Civil Process 2018053969 CIVPROCfficer 07/12/18 15:11 Civil Process 2018053993 Officer CIVPROC 07/12/18 15:44 Civil Process 2018054002 CIVPROQpfficer 07/12/18 15:56 Civil Process 2018054006 fficer CIVPROC 07/12/18 16:37 Civil Process 2018054028 Officer CIVPROC 07/12/18 18:19 Civil Process 2018054059 fficer CIVPROC 07/12/18 19:53 Civil Process 2018054085 CIVPROC 07/13/18 11:01 Civil Process 2018054251 Officer CIVPROC 07/13/18 12:18 Civil Process 2018054273 CIVPROQpfficer 07/13/18 12:44 Civil Process 2018054284 fficer CIVPROC 07/16/18 15:41 Civil Process 2018055294 Officer CIVPROC 07/17/18 00:48 Civil Process 2018055455 CIVPROQpfficer 07/17/18 09:55 Civil Process 2018055526 fficer CIVPROC 07/18/18 10:49 Civil Process 2018055860 Officer CIVPROC 07/18/18 15:12 Civil Process 2018055922 CIVPROQpfficer 07/19/18 10:30 Civil Process 2018056160 CIVPROCfficer 07/19/18 12:13 Civil Process 2018056185 Officer CIVPROC 07/20/18 08:55 Civil Process 2018056464 CIVPR02pfficer 07/23/18 09:58 Civil Process 2018057393 fficer CIVPROC 07/24/18 09:02 Civil Process 2018057676 Officer CIVPROC 07/24/18 09:07 Civil Process 2018057678 CIVPR02pfficer 07/24/18 09:23 Civil Process 2018057680 fficer CIVPROC 07/24/18 14:00 Civil Process 2018057758 Officer CIVPROC 07/24/18 14:23 Civil Process 2018057775 CIVPROCppfficer 07/26/18 08:26 Civil Process 2018058309 CIVPROC 07/26/18 08:47 Civil Process 2018058314 Officer CIVPROC 07/26/18 08:57 Civil Process 2018058317 CIVPR02pfficer 07/26/18 12:44 Civil Process 2018058383 fficer CIVPROC 07/27/18 08:38 Civil Process 2018058609 Officer CIVPROC ZUERCHER Page 10 of 41 Incident Start Date/Time Initial Call CFS # 07/27/18 09:00 Civil Process 2018058613 07/27/18 15:56 Civil Process 2018058743 07/27/18 17:26 Civil Process 2018058774 07/30/18 09:58 Civil Process 2018059506 07/30/18 10:10 Civil Process 2018059510 07/30/18 12:00 Civil Process 2018059553 07/30/18 17:42 Civil Process 2018059673 07/30/18 17:58 Civil Process 2018059679 Commercial Fire Alarm Total: 3 Commercial General 07/02/18 18:54 Commercial Fire Alarm 2018050904 07/20/18 06:25 Commercial Fire Alarm 2018056437 07/27/18 10:13 Commercial Fire Alarm 2018058624 Commercial General Alarm Total: 35 07/02/18 23:03 Commercial General 2018050975 07/04/18 15:07 Commercial General 2018051478 07/04/18 23:59 Commercial General 2018051642 07/05/18 02:33 Commercial General 2018051675 07/05/18 20:50 Commercial General 2018051919 07/05/18 21:36 Commercial General 2018051931 07/06/18 14:09 Commercial General 2018052097 07/10/18 08:31 Commercial General 2018053288 07/10/18 13:22 Commercial General 2018053368 07/11/18 19:09 Commercial General 2018053753 07/13/18 01:54 Commercial General 2018054180 07/13/18 03:06 Commercial General 2018054185 07/14/18 08:03 Commercial General 2018054546 07/14/18 15:55 Commercial General 2018054671 07/15/18 07:39 Commercial General 2018054867 07/15/18 08:54 Commercial General 2018054873 07/16/18 05:23 Commercial General 2018055162 07/17/18 10:52 Commercial General 2018055547 07/18/18 09:37 Commercial General 2018055835 Final Incident Case Number Codes How Reported CIVPR02pfficer CIVPROCfficer Officer CIVPROC CIVPR02pfficer CIVPROCfficer Officer CIVPROC CIVPR02pfficer CIVPROCfficer ALARM Phone Commercial Fire Alarm WCSOP18022581 Phone ALARM Commercial Fire Alarm WCSOP18023450 Phone ALARM Commercial General Alarm WCSOP18020334 Phone ALARM Commercial General Alarm WCSOP18020536 Phone ALARM Commercial General Alarm WCSOP18020606 Phone ALARM Commercial General Alarm WCSOP18020616 Phone ALARM Commercial General Alarm WCSOP18020703 Phone ALARM Commercial General Alarm WCSOP18020710 Phone ALARM Commercial General Alarm WCSOP18020774 Phone ALARM Commercial General Alarm WCSOP18021270 Phone ALARM Commercial General Alarm WCSOP18021303 Phone ALARM Commercial General Alarm WCSOP18021457 Phone ALARM Commercial General Alarm WCSOP18021622 Phone ALARM Commercial General Alarm WCSOP18021626 Phone ALARM Commercial General Alarm WCSOP18021779 Phone ALARM Commercial General Alarm WCSOP18021843 Phone ALARM Commercial General Alarm WCSOP18021925 Phone ALARM Commercial General Alarm WCSOP18021927 Phone ALARM Commercial General Alarm WCSOP18022047 Phone ALARM Commercial General Alarm WCSOP18022218 Phone ALARM Phone ALARM ZUERCHER Page 11 of 41 Incident Start Date/Time Initial Call CFS # 07/19/18 06:47 Commercial General 2018056108 07/21/18 11:31 Commercial General 2018056816 07/23/18 00:39 Commercial General 2018057316 07/23/18 05:13 Commercial General 2018057333 07/23/18 05:50 Commercial General 2018057338 07/23/18 20:39 Commercial General 2018057553 07/24/18 04:50 Commercial General 2018057632 07/25/18 06:29 Commercial General 2018057989 07/26/18 07:34 Commercial General 2018058301 07/28/18 05:01 Commercial General 2018058917 07/28/18 05:22 Commercial General 2018058919 07/28/18 08:00 Commercial General 2018058931 07/29/18 16:04 Commercial General 2018059317 07/29/18 16:05 Commercial General 2018059318 07/30/18 05:14 Commercial General 2018059468 07/31/18 16:29 Commercial General 2018059941 Commercial Medical Alarm Total: 1 07/26/18 09:17 Commercial Medical 2018058334 Court Order Violation Total: 4 07/03/18 09:38 Court Order Violation 2018051049 07/10/18 22:44 Court Order Violation 2018053529 07/13/18 21:58 Court Order Violation 2018054468 07/14/18 10:56 Court Order Violation 2018054578 Criminal Damage to Property Total: 7 07/02/18 07:59 Criminal Damage to 2018050744 07/09/18 22:32 Criminal Damage to 2018053201 07/12/18 13:29 Criminal Damage to 2018053959 07/26/18 16:16 Criminal Damage to 2018058441 07/28/18 07:31 Criminal Damage to 2018058927 07/28/18 14:54 Criminal Damage to 2018059023 07/30/18 09:34 Criminal Damage to 2018059501 CSC Sex Offense Total: 3 Final Incident Case Number Codes How Reported Commercial General Alarm WCSOP18022442 Phone Criminal Damage to Property WCSOP180233C722P ALARM Criminal Damage to Property WCSOP180235C7� Commercial General Alarm WCSOP18022737 Phone Criminal Damage to Property WCSOP180238112 CDP ALARM Commercial General Alarm WCSOP18022954 Phone ALARM Commercial General Alarm WCSOP18022959 Phone ALARM Commercial General Alarm WCSOP18022960 Phone ALARM Commercial General Alarm WCSOP18023047 Phone ALARM Commercial General Alarm WCSOP18023071 Phone ALARM Commercial General Alarm WCSOP18023204 Phone ALARM Commercial General Alarm WCSOP18023319 Phone ALARM Commercial General Alarm WCSOP18023571 Phone ALARM Commercial General Alarm WCSOP18023572 Phone ALARM Commercial General Alarm WCSOP18023582 Phone ALARM Commercial General Alarm WCSOP18023736 Phone ALARM Commercial General Alarm WCSOP18023735 Phone ALARM Commercial General Alarm WCSOP18023797 Phone ALARM Commercial General Alarm WCSOP18023994 Phone ALARM Commercial Medical Alarm WCSOP18023ALARM Phone Court Order Violation WCSOP18020361 Phone COV Court Order Violation WCSOP18021370 Phone COV Court Order Violation WCSOP180217C33 Phone Court Order Violation WCSOP180217C95 Phone Criminal Damage to Property WCSOP180202C322P Phone Criminal Damage to Property WCSOP180212C411P 911 Criminal Damage to Property WCSOP180215ap Phone Criminal Damage to Property WCSOP180233C722P Phone Criminal Damage to Property WCSOP180235C7� Phone Criminal Damage to Property WCSOP18023623 CDP Phone Criminal Damage to Property WCSOP180238112 CDP Phone ZU=RCHER Page 12 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/08/18 15:28 CSC Sex Offense 2018052773 Indecent Exposure WCSOP18021 CSC Phone 07/08/18 19:54 CSC Sex Offense 2018052836 CSC Sex Offense WCSOP180210C89 Phone 07/13/18 11:36 CSC Sex Offense 2018054261 CSC Sex Offense WCSOP18021668 Phone CSC Disabled Vehicle Total: 3 07/02/18 17:09 Disabled Vehicle 2018050883 Disabled Vehicle WCSOP18020 DISABL Phone Domestic Disturbance 2018051071 07/06/18 23:07 EH 07/09/18 16:30 Disabled Vehicle 2018053080 Disabled Vehicle WCSOCVL18061SABLVEHne 07/19/18 08:19 Disabled Vehicle 2018056126 Disabled Vehicle WCSOP18022451 911 07/10/18 16:47 Domestic Disturbance 2018053428 DISABLVEH Disorderly Total: 4 Disturbance 2018053539 07/14/18 19:23 07/02/18 04:45 Disorderly 2018050716 Disorderly WCSOP18020 Disturbance 2018054966 07/18/18 22:49 Domestic DISORD911 07/02/1819:58 Disorderly 2018050918 Disorderly WCSOP180203DIgg1 Phone 07/20/18 19:17 Domestic Disturbance 2018056647 07/21/18 23:49 07/08/18 16:02 Disorderly 2018052782 Juvenile - Complaint WCSOP18021 DISORD911 Disturbance 2018057299 07/23/18 20:14 Domestic Disturbance 07/21/18 17:14 Disorderly 2018056906 Disorderly WCSOP18022 DISORD911 07/27/18 20:36 Domestic Disturbance 2018058824 07/29/18 12:42 Domestic Disturbance Total: 21 07/02/18 12:06 Domestic Disturbance 2018050787 07/03/18 10:49 Domestic Disturbance 2018051071 07/06/18 23:07 Domestic Disturbance 2018052288 07/07/18 17:36 Domestic Disturbance 2018052513 07/10/18 01:00 Domestic Disturbance 2018053231 07/10/18 16:47 Domestic Disturbance 2018053428 07/10/18 23:58 Domestic Disturbance 2018053539 07/14/18 19:23 Domestic Disturbance 2018054727 07/15/18 14:29 Domestic Disturbance 2018054966 07/18/18 22:49 Domestic Disturbance 2018056049 07/20/18 00:35 Domestic Disturbance 2018056407 07/20/18 19:17 Domestic Disturbance 2018056647 07/21/18 23:49 Domestic Disturbance 2018057023 07/22/18 22:45 Domestic Disturbance 2018057299 07/23/18 20:14 Domestic Disturbance 2018057549 07/23/18 22:05 Domestic Disturbance 2018057573 07/27/18 20:36 Domestic Disturbance 2018058824 07/29/18 12:42 Domestic Disturbance 2018059271 07/30/18 21:42 Domestic Disturbance 2018059736 Domestic Disturbance WCSOP18020 51aaglDOMESfIl Domestic Disturbance WCSOP18020�73OOMESTIC Domestic Disturbance WCSOP18020 DgOMES911 TIC Domestic Disturbance WCSOP180209D5OMESTPIC ne Domestic Disturbance WCSOP180212b52MESTIC OOOMESTIC Civil Complaint WCSOP18021 Dgne Domestic Disturbance WCSOP180213D7OMESTPIC ne Domestic Disturbance WCSOP1802187OO5MESTIC Domestic Disturbance WCSOP18021 D3OMES911 TIC Domestic Disturbance WCSOP18022 DOMESTPIC ne Domestic Disturbance WCSOP180225D68MES OOTIC Unwanted Person WCSOP18022 DpOMES911 TIC Domestic Disturbance WCSOP180228D2OMESTpIhC Suspicious - Circumstances WCSOP180229D4OMESTICone Domestic Disturbance WCSOP18023 45MESPhone DO Domestic Disturbance WCSOP180230D55MESTIC TIC ne Domestic Disturbance WCSOP180235D38MES OOTIC Domestic Disturbance WCSOP18023 DpOMESPhone Domestic Disturbance WCSOP180238D9OMESal l ZUERCHER Page 13 of 41 Incident Start Date/Time Initial Call CFS # Final Incident 07/31/18 01:01 Domestic Disturbance 2018059790 Domestic Disturbance 07/31/18 17:24 Domestic Disturbance 2018059963 Domestic Disturbance Drugs Total: 9 07/10/1819:38 Drugs 2018053477 Drugs 07/11/18 19:33 Drugs 2018053759 Civil Complaint 07/12/1816:43 Drugs 2018054031 Drugs 07/18/18 01:57 Drugs 2018055779 Drugs 07/18/18 09:03 Drugs 2018055827 Drugs 07/19/1812:37 Drugs 2018056191 Drugs 07/25/1812:42 Drugs 2018058064 Drugs 07/26/18 03:31 Drugs 2018058282 Drugs 07/27/18 12:57 Drugs 2018058675 Drug Search Warrant Drugs; Dispatch - CAD Total: 1 07/09/18 21:25 Drugs; Dispatch - CAD 2018053180 Drugs Extra Patrol Total: 3 07/13/18 16:06 Extra Patrol 07/14/18 21:01 Extra Patrol 07/22/18 20:37 Extra Patrol Fight Total: 1 07/01/1815:44 Fight Fire - Burn Permit Total: 1 07/11/18 13:46 Fire - Burn Permit Fire - Gas Leak Total: 2 07/06/18 17:01 Fire - Gas Leak 07/08/18 10:46 Fire - Gas Leak Fire - Grass Total: 1 2018054342 Extra Patrol 2018054754 Extra Patrol 2018057262 Extra Patrol 2018050560 Fight ►SIS E:i1b' is%�.' 1!.7 2018052173 Fire - Gas Leak 2018052707 Fire - Gas Leak Case Number Coggdes How Reported WCSOP180239D10MESTIC ne WCSOP18024 DOMESTIC WCSOP18021 DRUGS Phone WCSOP18021 DRUGS Phone WCSOP180215D65RUGS Phone WCSOP18022 DR DRUGS 911 WCSOP180223-42911 DRUGS WCSOP180224-78 Phone WCSOP18023 DRUGS Phone WCSOP180233Q99UGS Phone DR WCSOP1802174Phone RUGS WCSOP18021234 Phone DRUGS; DISPCAD WCSOP18021701 Phone XP WCSOP1802188P,7 Phone WCSOP18022 Phone WCSOP18020172 Phone FIGHT FBURN Phone WCSOP18020 FGASLEAK ne WCSOP18021 FGASLEAIone 07/26/18 13:56 Fire - Grass 2018058405 Fire - Grass WCSOP18023PGRASS hone Fire - Hazardous Materials Total: 1 07/25/18 03:52 Fire - Hazardous 2018057982 Fire - Hazardous Materials WCSOP18023201 911 FHAZMAT Fire - Other Total: 3 07/14/18 20:13 Fire - Other 2018054740 Fire - Other WCSOP18021884 911 F ZU=RCHER Page 14 of 41 Incident Start Date/Time Initial Call 07/17/18 19:44 Fire - Other 07/31/18 10:14 Fire - Other Fireworks Total: 7 07/03/18 23:34 Case Number Codes How Reported Fireworks 07/04/18 09:16 2018059849F Fireworks 07/04/18 21:41 Fireworks Fireworks 07/04/18 22:27 gREWORK4S WCSOP18020 F9REWOPkne Fireworks 07/10/18 08:12 2018051611 Fireworks 07/13/18 21:14 Fireworks Fireworks 07/13/18 22:43 WCSOP18021732 EWORKge Fireworks Found Body Total: 2 07/02/18 05:35 Found Body 07/14/18 12:38 Found Body CFS # Final Incident Case Number Codes How Reported 2018055700 Fire - Other WCSOP180222� 6 911 2018059849F Fraud - Forgery Phone 2018051310 Fireworks WCSOP18020466 Phone FIREWORKS 2018051395 Fireworks gREWORK4S WCSOP18020 F9REWOPkne 2018051587 Fireworks WCSOP18020582 EWORKS 2018051611 Fireworks WCSOP18020593 Phone FIREWORKS 2018053283 Fireworks gREWORK4S WCSOP18021 F6REW Pkne 2018054447 Fireworks WCSOP18021732 EWORKge 2018054480 Fireworks WCSOP18021742 Phone FIREWORKS 2018050723 FNDBODhone 2018054609 Death Investigation - Natural WCSOP18021 FN11 DBOD Fraud - Checks - Cards Total: 4 07/06/18 07:57 Fraud - Checks - Cards 2018052010 07/14/18 14:35 Fraud - Checks - Cards 2018054643 07/20/18 20:30 Fraud - Checks - Cards 2018056669 07/26/18 14:58 Fraud - Checks - Cards 2018058421 Fraud - Forgery Total: 4 07/18/18 16:56 Fraud - Forgery 07/20/18 19:36 Fraud - Forgery 07/26/18 13:58 Fraud - Forgery 07/30/18 14:28 Fraud - Forgery Fraud - Internet Total: 2 07/09/18 14:51 Fraud - Internet 07/09/18 18:17 Fraud - Internet Funeral Escort Total: 2 07/11/18 10:10 Funeral Escort 07/26/18 09:38 Funeral Escort 2018055954 2018056655 2018058406 2018059597 2018053053 2018053117 2018053597 2018058337 Gun Incident; Fireworks Total: 1 07/28/18 18:15 Gun Incident; Fireworks 2018059063 Fraud - Checks - Cards WCSOP18020734AUDCHI Fraud - Checks - Cards WCSOP18021831 911 FRAUDCH Fraud - Checks - Cards WCSOP18022$RAUDCHone Fraud - Checks - Cards WCSOP180236R5AUDCHone Fraud - Forgery WCSOP18022391 911 FRAUDFORG Fraud - Forgery WCSOP18022677 Phone FRAUDFORG Fraud - Forgery WCSOP180233F64AUDF h R Fraud - Forgery WCSOP18023853 Phone FRAUDFORG Fraud - Internet WCSOP18021 FRAUDINT ne Fraud - Internet WCSOP18021 FRAUDINT ne Ph FUNERAL one Ph FUNERAL one Fireworks WCSOP18023645 Phone GUN: FIREWRKS ZU=RCHER Page 15 of 41 Incident Start Date/Time Initial Call Harassment Total: 4 07/09/1813:32 Harassment 07/13/1819:56 Harassment 07/26/18 21:22 Harassment 07/30/18 09:52 Harassment Hospice Death Total: 3 07/13/18 22:54 Hospice Death 07/23/18 06:28 Hospice Death 07/26/18 04:55 Hospice Death Indecent Exposure Total: 1 07/27/18 14:56 Indecent Exposure Info Total: 5 07/09/18 13:55 Info 07/15/18 15:34 Info 07/17/18 21:11 Info 07/26/18 22:50 Info 07/28/18 19:04 Info Intoxicated Person Total: 7 07/03/18 22:30 Intoxicated Person 07/06/18 04:36 Intoxicated Person 07/06/18 15:06 Intoxicated Person 07/08/18 20:19 Intoxicated Person 07/13/18 07:38 Intoxicated Person 07/14/18 00:47 Intoxicated Person 07/24/18 13:44 Intoxicated Person Juvenile -Complaint Total: 11 07/02/18 13:33 Juvenile - Complaint 07/09/18 10:21 Juvenile - Complaint 07/09/18 20:44 Juvenile - Complaint 07/11/18 01:20 Juvenile - Complaint 07/14/18 22:04 Juvenile - Complaint 07/17/18 03:51 Juvenile - Complaint CFS # Final Incident Case Number Codes How Reported 2018053029 Harassment WCSOP1802116ARASS11 2018054424 Harassment WCSOP18021727RASS hone 2018058519 Harassment WCSOP18023 HARASS11 2018059504 Harassment WCSOP18023$1ARASS hone 2018054486 hone HOSPICE 2018057346 hone HOSPICE 2018058284 hone HOSPICE 2018058712 Indecent Exposure 2018053036 2018054997 2018055724 2018058540 2018059083 WCSOP180234NDECE91 INFO Phone INFO Phone INFO Phone INFO Phone INFO Phone 2018051286 Intoxicated Person WCSOP18020457 Phone INpTOXPgER 2018051994 Suspicious - Person - Vehicle WCSOP18020 INggTOXPEpphR 2018052125 Traffic - Complaint WCSOP18020 INTOXPERone 2018052843 Intoxicated Person WCSOP18021090 Phone INggTOXPER 2018054210 Intoxicated Person WCSOP18021�N5TOXPPhone ER 2018054510 Intoxicated Person WCSOP18021 INTOXP& 2018057752 Warrant - Arrest WCSOP18023132 Phone INTOXPER 2018050815 Juvenile - Complaint WCSOP18020 J Phone 4 2018052964 Juvenile - Complaint WCSOP180211t&COnPhone 2018053168 Juvenile - Complaint WCSOP180212J 0 Phone 2018053547 Juvenile - Complaint WCSOP180218 6 Phone 2018054782 Juvenile - Complaint WCSOP180218MCOP1 2018055471 Juvenile - Complaint WCSOP18022 J 1 Phone ZU=RCHER Page 16 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/21/18 08:07 Juvenile - Complaint 2018056785 Juvenile - Complaint WCSOP180227J 6 Phone 07/04/18 15:58 07/22/18 12:50 Juvenile - Complaint 2018057125 Juvenile - Complaint WCSOP180228 6 Phone WCSOP18020 LOSTPROP 07/27/18 03:01 Juvenile - Complaint 2018058580 Juvenile - Complaint WCSOP18023 J Phone Property 2018052176 Lost - Found Property 2 07/28/18 20:05 Juvenile - Complaint 2018059102 Juvenile - Complaint WCSOP180236MCO0111 LOSTPROP 07/06/18 18:07 Lost - Found Property 07/30/18 16:23 Juvenile - Complaint 2018059640 Juvenile - Complaint WCSOP180238 U 911 Juvenile - Complaint; Medical - Bleeding - Lacerations Total: 1 07/13/18 16:42 Juvenile - Complaint; 2018054357 Juvenile - Complaint WCSOP18021706 911 JUVCOMP; Juvenile - Party Total: 1 07/15/18 02:53 Juvenile - Party 2018054850 Juvenile - Party WCSOP180219 UVPARTY ne Juvenile - Runaway Total: 1 07/31/18 00:49 Juvenile - Runaway 2018059788 Juvenile - Runaway WCSOP180239 UVRUN hone Littering Total: 1 gg 07/06/18 19:25 Littering 2018052224 Littering WCSOP18020 LITTER Phone Lost - Found Property Total: 10 07/04/18 01:08 Lost - Found Property 2018051336 Lost - Found Property WCSOP18020t74 07/04/18 15:58 Lost - Found Property 2018051495 Lost - Found Property WCSOP18020 LOSTPROP 07/06/18 17:16 Lost - Found Property 2018052176 Lost - Found Property WCSOP18020 LOSTPROP 07/06/18 18:07 Lost - Found Property 2018052191 Lost - Found Property WCSOP18020t17 OSTPROP 07/11/18 17:51 Lost - Found Property 2018053731 Lost - Found Property WCSOP18021 LOSTPROP 07/17/18 16:37 Lost - Found Property 2018055636 Lost - Found Property WCSOP18022 LOSTPROP 07/18/18 20:17 Lost - Found Property 2018056008 Lost - Found Property WCSOP18022t15 07/22/18 15:31 Lost - Found Property 2018057179 Lost - Found Property WCSOP180228 OSTPROP 07/24/18 18:26 Lost - Found Property 2018057850 Lost - Found Property WCSOP18023 LOSTPROP 07/25/18 08:35 Lost - Found Property 2018058010 Lost - Found Property WCSOP18023J17 Medical - Abdominal Pain Total: 1 07/01/18 21:48 Medical - Abdominal 2018050651 911 MABDOMINAL Medical - Allergies - Stings Total: 1 07/13/18 11:04 Medical - Allergies - 2018054252 Medical - Allergies - Stings WCSOP18021 MALLERGIES Medical - Back Pain Total: 3 07/09/18 14:08 Medical - Back Pain 2018053041 Medical - Back Pain WCSOP18021166 Phone MBACK 07/16/18 10:29 Medical - Back Pain 2018055208 Medical - Back Pain WCSOP180220MRACK 911 ZU=RCHER Page 17 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/18/18 18:13 Medical - Back Pain 2018055980 911 MBACK Medical - Bleeding - Lacerations Total: 1 07/24/18 09:04 Medical - Bleeding - 2018057677 Medical - Breathing Problems Total: 9 07/05/18 06:22 Medical - Breathing 2018051697 07/13/18 01:36 Medical - Breathing 2018054178 07/13/18 08:04 Medical - Breathing 2018054213 07/15/18 14:29 Medical - Breathing 2018054967 07/16/18 09:27 Medical - Breathing 2018055190 07/16/18 21:59 Medical - Breathing 2018055418 07/17/18 03:23 Medical - Breathing 2018055468 07/25/18 18:01 Medical - Breathing 2018058147 07/27/18 13:22 Medical - Breathing 2018058687 Medical - Chest Pain Total: 1 07/29/18 20:36 Medical - Chest Pain 2018059391 Medical - Fall Under 6 Feet Total: 7 07/01/18 08:28 Medical - Fall Under 6 2018050482 07/09/18 16:07 Medical - Fall Under 6 2018053072 07/15/18 13:42 Medical - Fall Under 6 2018054950 07/18/18 21:04 Medical - Fall Under 6 2018056020 07/21/18 15:42 Medical - Fall Under 6 2018056875 07/22/18 16:08 Medical - Fall Under 6 2018057190 07/27/18 17:22 Medical - Fall Under 6 2018058770 Medical - Bleeding - WCSOP18023LEE Phone ING MBREATHING MBREATHING Medical - Breathing Problems WCSOP18021102BREATHING Medical - Breathing Problems WCSOP18021 MBREATHING Medical - Breathing Problems WCSOP18022 MBREAT911 HING Medical - Breathing Problems WCSOP180221_FjBREATHING Medical - Breathing Problems WCSOP18022 MMMBREAT ING 11 Medical - Breathing Problems WCSOP18023 MBREATHING Medical - Breathing Problems WCSOP18023479 911 M REA HING Ph MCHESTPone Medical - Fall Under 6 Feet WCSOP18020138 911 Medical - Psychiatric - WALL 07/03/18 15:16 Medical - Psychiatric - 2018051150 Suicidal - Attempt - Threat WCSOP18020VPSYC 911 WALLPhone Medical - Psychiatric - Medical - Fall Under 6 Feet WCSOP18021 WALL 911 Medical - Fall Under 6 Feet WCSOP18022420 Phone WALL 07/04/18 17:23 Medical - Fall Under 6 Feet WCSOP18022763 Phone WCSOP180205M5PSYCH hone WALL Medical - Fall Under 6 Feet WCSOP18022WALL Phone Medical - Fall Under 6 Feet WCSOP18023518 911 Page 18 of 41 WALL Medical - Heart Problems Total: 1 07/20/18 13:56 Medical - Heart 2018056538 Medical - Heart Problems WCSOP18022620 Phone MHEART Medical - Overdose - Poisoning Total: 1 07/12/18 21:24 Medical - Overdose - 2018054104 Medical - Overdose - PoisoningVCSOP18021 MOVER911 Medical - Psychiatric - Behavioral Total: 9 07/02/18 08:51 Medical - Psychiatric - 2018050751 Medical - Psychiatric - WCSOP18020235SYC 911 07/03/18 15:16 Medical - Psychiatric - 2018051150 Suicidal - Attempt - Threat WCSOP18020VPSYC 911 07/03/18 15:39 Medical - Psychiatric - 2018051155 Medical - Psychiatric - WCSOP1802041V11PSYCH hone 07/04/18 17:23 Medical - Psychiatric - 2018051518 Medical - Psychiatric - WCSOP180205M5PSYCH hone ZUERCHER Page 18 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/10/18 11:03 Medical - Psychiatric - 2018053343 Medical - Psychiatric - WCSOP1802128PSYCH11 MMMPSYCH 07/14/18 19:43 Medical - Psychiatric - 2018054732 Suicidal - Attempt - Threat WCSOP18021 hone 07/16/18 11:28 Medical - Psychiatric - 2018055222 Medical - Psychiatric - WCSOP18022 hone MPSYCH 07/18/18 11:27 Medical - Psychiatric- 2018055878 Check Welfare 11 WCSOP18022j��SYC9H 07/31/18 09:58 Medical - Psychiatric - 2018059844 Medical - Psychiatric - WCSOP18023948 Phone MPSYCH Medical - Seizure Total: 7 07/07/18 07:51 Medical - Seizure 2018052354 Medical - Unconscious - WCSOP18020874 911 MSEIZURE 07/14/18 11:26 Medical - Seizure 2018054592 MSEIZUgNE 07/14/18 11:46 Medical - Seizure 2018054597 Medical - Seizure WCSOP18021 MSEIZUREI 07/26/18 21:09 Medical - Seizure 2018058515 Medical - Seizure WCSOP18023401 911 MSEIZURE 07/27/18 10:40 Medical - Seizure 2018058634 Medical - Seizure WCSOP18023456EIZAE 07/27/18 15:54 Medical - Seizure 2018058740 Medical - Seizure WCSOP180235MpMSS9EIZUREI MM 07/27/18 20:48 Medical - Seizure 2018058828 Medical - Seizure WCSOP18023 MSSEIZU91 RE Medical - Sick Total: 13 07/04/18 08:53 Medical - Sick 2018051389 Medical - Sick WCSOP18020 g 911 MSICK 07/09/18 07:58 Medical - Sick 2018052929 Medical - Sick WCSOP18021121 911 MSICK 07/09/18 12:58 Medical - Sick 2018053016 911 MSICK 07/11/18 09:52 Medical - Sick 2018053591 Medical - Sick WCSOP18021392 911 MSICK 07/11/18 20:45 Medical - Sick 2018053769 Medical - Sick WCSOP1802146p6ICK 911 MMMSSSICK 07/12/18 13:32 Medical - Sick 2018053961 Medical - Sick WCSOP18021 911 07/13/18 17:01 Medical - Sick 2018054368 Medical - Sick WCSOP18021712 911 MSICK 07/17/18 13:08 Medical - Sick 2018055583 911 MSICK 07/18/18 14:26 Medical - Sick 2018055914 Medical - Sick WCSOP18022 911 MSICK 07/18/18 19:53 Medical - Sick 2018056006 911 MSICK 07/22/18 22:42 Medical - Sick 2018057298 Medical - Sick WCSOP18022V8ICK 911 07/27/18 05:56 Medical - Sick 2018058589 Medical - Sick WCSOP18023 911 MSICK 07/31/18 08:59 Medical - Sick 2018059830 911 MSICK Medical - Stroke Total: 1 07/21/18 20:41 Medical - Stroke 2018056945 911 MSTROKE Medical - Trauma Total: 1 07/14/18 14:32 Medical - Trauma 2018054641 Medical - Trauma WCSOP180218M5 91 Medical - Unconscious - Fainting Total: 2 ZU=RCHER Page 19 of 41 Incident Start Date/Time Initial Call CFS # Final Incident 07/07/18 20:01 Medical - Unconscious - 2018052546 Medical - Unconscious - 07/18/18 10:56 Medical - Unconscious - 2018055863 Medical - Unknown Total: 3 07/11/18 08:38 Medical - Unknown 2018053584 07/19/18 21:20 Medical - Unknown 2018056362 Medical - Unknown 07/20/18 10:43 Medical - Unknown 2018056490 Missing Person Total: 3 07/01/18 11:37 Missing Person 07/08/18 16:37 Missing Person 07/09/18 21:44 Missing Person Motorist Aid Total: 4 07/02/18 15:35 Motorist Aid 07/05/18 17:01 Motorist Aid 07/08/18 13:54 Motorist Aid 07/14/18 15:43 Motorist Aid MVA - Car Deer Total: 1 07/25/18 21:32 MVA - Car Deer MVA - Hit & Run Total: 4 07/06/18 10:48 MVA - Hit & Run 07/20/18 19:07 MVA - Hit & Run 07/29/18 16:25 MVA - Hit & Run 07/30/18 16:59 MVA - Hit & Run MVA - Injuries Total: 4 07/08/18 18:20 MVA - Injuries 07/16/18 14:39 MVA - Injuries 07/19/18 13:27 MVA - Injuries 07/26/18 07:30 MVA - Injuries MVA - No Injuries Total: 31 07/01/18 10:20 MVA - No Injuries 07/01/18 13:20 MVA - No Injuries 07/02/18 11:15 MVA - No Injuries 07/02/18 11:59 MVA - No Injuries 2018050505 2018052790 2018053187 2018050842 2018051838 2018052749 2018054663 2018058207 2018052040 2018056645 2018059326 2018059660 2018052813 2018055270 2018056206 2018058300 2018050497 2018050523 2018050778 2018050784 Missing Person Missing Person Missing Person MVA - Hit & Run MVA - Hit & Run MVA - Hit & Run Agency Assist MVA - Injuries MVA - Injuries MVA - Injuries MVA - No Injuries MVA - No Injuries Agency Assist MVA - No Injuries Case Number Codes How Reported WCSOP18020 UNCONSCIOUS MUNCONSCIOUS MUNKNgOWNe WCSOP180225M4UNKNOWN MUNKNOWNe WCSOP18020 MISSPERhone WCSOP18021 MISSPERhone WCSOP1802123 SSPERhone MOTORAI Dcer MOTORAID ne MOTORAOIDicer MOTORAI Dcer MVACD Phone MVAHR 911 WCSOP18022(6 8911 VAHR WCSOP18023740 911 WCSOP18023 MMM2 WCSOP18021 MVAINJ WCSOP180221_Q2 NJ 911 WCSOP18022 MMMV911 AINJ WCSOP18023 MVAINJ WCSOP18020 MVA 911 WCSOP1802OV8 VA WCSOP18020 MVA WCSOP18020200 911 VA ZURRICHER Page 20 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/03/18 11:58 MVA - No Injuries 2018051091 MVA - No Injuries WCSOP18020V5 VA 07/05/18 17:48 MVA - No Injuries 2018051857 MVA - No Injuries WCSOP18020 MVA 911 07/06/18 12:17 MVA - No Injuries 2018052066 MVA - No Injuries WCSOP18020 MVA 07/07/18 20:19 MVA - No Injuries 2018052551 MVA - No Injuries WCSOP18020V7/A 911 07/08/18 20:13 MVA - No Injuries 2018052840 MVA - No Injuries WCSOP18021 MVA 07/09/18 17:46 MVA - No Injuries 2018053107 MVA - No Injuries WCSOP18021 MVA 07/10/18 11:52 MVA - No Injuries 2018053349 MVA - No Injuries WCSOP180212 1 VA 07/11/18 11:22 MVA - No Injuries 2018053623 MVA - No Injuries WCSOP18021 05 MVA 07/11/18 17:11 MVA - No Injuries 2018053714 Agency Assist WCSOP18021 MVA 07/12/18 08:36 MVA - No Injuries 2018053869 MVA - No Injuries WCSOP18021 Phone MVA 07/12/18 09:33 MVA - No Injuries 2018053904 MVA - No Injuries WCSOP18021 MVA 07/12/18 10:41 MVA - No Injuries 2018053923 MVA - No Injuries WCSOP18021 MVA 07/12/18 16:37 MVA - No Injuries 2018054027 MVA - No Injuries WCSOP18021 911 MVA 07/13/18 12:32 MVA - No Injuries 2018054280 MVA - No Injuries WCSOP18021 MVA 07/13/18 16:07 MVA - No Injuries 2018054344 MVA - No Injuries WCSOP18021 MVA 911 07/14/18 22:12 MVA - No Injuries 2018054787 Agency Assist WCSOP18021 V9 911 VA 07/17/18 08:46 MVA - No Injuries 2018055509 Agency Assist WCSOP18022 MVA 07/17/18 18:52 MVA - No Injuries 2018055680 MVA - No Injuries WCSOP18022 MVA 07/18/18 16:46 MVA - No Injuries 2018055951 MVA - No Injuries WCSOP18022VO 911 VA 07/18/18 18:13 MVA - No Injuries 2018055979 MVA - No Injuries WCSOP18022 MVA 07/23/18 19:16 MVA - No Injuries 2018057533 Agency Assist WCSOP18023 MVA 07/27/18 09:43 MVA - No Injuries 2018058619 MVA - No Injuries WCSOP18023 MVA 07/28/18 12:19 MVA - No Injuries 2018058985 MVA - No Injuries WCSOP18023 MVA 07/29/18 17:41 MVA - No Injuries 2018059352 MVA - No Injuries WCSOP18023 MVA 911 07/30/18 15:30 MVA - No Injuries 2018059615 MVA - No Injuries WCSOP18023U7 VA 07/31/18 10:32 MVA - No Injuries 2018059855 Agency Assist WCSOP18023 MVA 911 07/31/18 11:32 MVA - No Injuries 2018059868 MVA - No Injuries WCSOP18023 MVA MVA - Unknown Injuries Total: 1 07/14/18 01:13 MVA - Unknown Injuries 2018054515 MVA - Unknown Injuries WCSOP18021759911 VAUNK Neighborhood Dispute Total: 8 07/03/18 11:52 Neighborhood Dispute 2018051086 Neighborhood Dispute WCSOP18020WIGHBDISP 07/03/18 18:49 Neighborhood Dispute 2018051215 Neighborhood Dispute WCSOP18020 NEIGHBDISP ZUERCHER Page 21 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/05/18 03:16 Neighborhood Dispute 2018051684 Neighborhood Dispute WCSOP18020C�2EIGHBDISP '�9 WCSOP18020 ISE Parking 07/15/18 00:03 Noise 2018054818 07/08/18 20:11 Neighborhood Dispute 2018052839 Neighborhood Dispute WCSOP18021088 911 07/09/18 14:11 Parking NOISE Parking NEIGHBDISP 07/17/18 16:48 Neighborhood Dispute 2018055642 Neighborhood Dispute WCSOP18022 NEIGHBggDISP 07/09/18 16:42 Parking 2018053085 Parking NO 07/23/18 15:11 Neighborhood Dispute 2018057465 Neighborhood Dispute WCSOP18023�1EIGHBDISP 07/23/18 20:35 Neighborhood Dispute 2018057552 Neighborhood Dispute WCSOP18023 NEIGHBDISP 07/21/18 23:04 Noise 07/24/18 18:19 Neighborhood Dispute 2018057846 Neighborhood Dispute WCSOP18023 NEIGHBDISP NOISE Noise Total: 10 07/01/1818:30 Noise 2018050596 Noise WCSOP18020183 NOISE 07/02/18 16:19 07/01/18 21:05 Noise 2018050638 Noise '�9 WCSOP18020 ISE Parking 07/15/18 00:03 Noise 2018054818 Noise WCSOP18021 911 Ordinance Violation WCSOP18021 07/09/18 14:11 Parking NOISE Parking 07/21/18 20:58 Noise 2018056951 Noise WCSOP180227961SE Phone 07/09/18 16:42 Parking 2018053085 Parking NO 07/17/18 19:12 07/21/18 22:59 Noise 2018056998 Noise WCSOP18022�1041SE 911 2018053639 Parking ORDINANCE 07/21/18 23:04 Noise 2018057002 Noise WCSOP18022 Parking WCSOP18021 PARKING NOISE 07/28/18 20:31 Noise 2018059110 Noise WCSOP18023(68ISE 07/30/1812:44 Noise 2018059564 Noise WCSOP18023W8ISE 07/30/18 16:45 Noise 2018059651 Noise WCSOP18023 NOISE 07/30/18 23:12 Noise 2018059766 Noise WCSOP18023QQ7911 NOISE Off -Road Vehicle Complaint; Noise Total: 1 07/21/18 12:55 Off -Road Vehicle 2018056836 Off -Road Vehicle Complaint WCSOP18022747 Phone ORV; NOISE Ordinance Violation Total: 5 07/02/18 15:17 Ordinance Violation 2018050837 Ordinance Violation WCSOP18020977DINANCE 07/02/18 16:19 Ordinance Violation 2018050856 Ordinance Violation WCSOP18020287 07/06/18 20:40 Parking 2018052239 Parking ORDINANCE 07/12/18 06:54 Ordinance Violation 2018053856 Ordinance Violation WCSOP18021 07/09/18 14:11 Parking 2018053042 Parking ORgDINANCE 07/12/18 07:36 Ordinance Violation 2018053863 Ordinance Violation WCSOP18021 07/09/18 16:42 Parking 2018053085 Parking ORDINANCE 07/17/18 19:12 Ordinance Violation 2018055688 Ordinance Violation WCSOP18022290 07/11/18 12:51 Parking 2018053639 Parking ORDINANCE Parking Total: 13 07/03/18 14:05 Parking 2018051127 Parking WCSOP18020 PARKING 07/06/18 20:40 Parking 2018052239 Parking WCSOP18020�3ARKING 07/09/18 14:11 Parking 2018053042 Parking WCSOP18021 PARKING 07/09/18 16:42 Parking 2018053085 Parking WCSOP18021 PARKING 07/11/18 12:51 Parking 2018053639 Parking WCSOP18021 PARKING 07/12/18 14:01 Parking 2018053970 Parking WCSOP18021 PARKING ZUERCHER Page 22 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes Reported 07/15/1812:39 Parking 2018054931 Parking ggHow WCSOP1802196)ARKING11 Residential General Other Phone PH 07/15/18 16:19 Parking 2018055015 Parking WCSOP18021 PARKIN Phone PH Phone Call; Civil Complaint Total: 1 07/16/18 00:08 Parking 2018055138 Parking WCSOP18022 PA911 Other PH; CIV PARKING 07/16/18 09:11 Parking 2018055186 Parking WCSOP18022Q6ARKING 2018052037 Agency Assist WCSOP180207P555OB Officer 07/16/1810:23 Parking 2018055206 2018053144 Officer PROB PARKING 07/16/18 13:13 Parking 2018055248 Parking WCSOP18022 PA911 PROB 07/25/18 19:59 Probation Check PARKING 07/25/18 10:49 Parking 2018058041 Parking WCSOP18023 PARKING 07/25/18 20:39 Probation Check 2018058189 Officer Phone Call Total: 3 07/01/18 15:31 Phone Call 2018050553 2018052143 Residential General Alarm Other Residential General 2018054586 Residential General Alarm PH Residential General 07/07/18 00:04 Phone Call 2018052302 Residential General Other Phone PH 07/10/18 21:32 Phone Call 2018053508 Other PH Phone Call; Civil Complaint Total: 1 07/31/18 17:28 Phone Call; Civil 2018059965 Other PH; CIV Probation Check Total: 5 07/06/18 10:30 Probation Check 2018052037 Agency Assist WCSOP180207P555OB Officer 07/09/18 19:23 Probation Check 2018053144 Officer PROB 07/19/18 20:11 Probation Check 2018056340 Officer PROB 07/25/18 19:59 Probation Check 2018058182 Officer PROB 07/25/18 20:39 Probation Check 2018058189 Officer PROB Prowler Total: 1 07/13/18 22:03 Prowler ►z�yE:i��sz�:>r>_�e , ray Public Works - Utilities Total: 2 07/02/18 07:56 Public Works - Utilities 2018050743 07/03/18 12:08 Public Works - Utilities 2018051095 Public Works - Utilities Repossession Total: 2 07/02/1818:01 Repossession 2018050893 07/16/18 05:55 Repossession 2018055166 Residential General Alarm Total: 7 07/06/18 15:42 Residential General 2018052143 Residential General Alarm 07/14/18 11:15 Residential General 2018054586 Residential General Alarm 07/16/18 06:49 Residential General 2018055172 Residential General Alarm 07/19/18 10:24 Residential General 2018056159 WCSOP18021 PROWLER PWUTILPhone WCSOP18020RUTILPhone REPO REPO WCSOP18020 94Phone ALARM WCSOP18021 Phone ALARM WCSOP18022 Phone ALARM Phone ALARM ZUERCHER Page 23 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/20/18 05:34 Residential General 2018056435 Residential General Alarm WCSOP18022580 Phone ALARM 07/24/18 10:57 Residential General 2018057706 Residential General Alarm WCSOP18023107 Phone ALARM 07/28/18 11:13 Residential General 2018058969 Residential General Alarm WCSOP18023600 Phone ALARM Residential Medical Alarm Total: 3 07/13/18 10:21 Residential Medical 2018054239 Residential Medical Alarm WCSOP18021654 Phone ALARM 07/23/18 08:05 Residential Medical 2018057370 Residential Medical Alarm WCSOP18022975 Phone ALARM 07/23/18 20:06 Residential Medical 2018057548 Residential Medical Alarm WCSOP18023044 Phone ALARM SIA Area Watch Total: 6 07/02/18 01:12 SIA Area Watch 2018050700 SIA 07/05/18 19:25 SIA Area Watch 2018051893 SIA 07/13/18 21:48 SIA Area Watch 2018054462 SIA 07/14/18 10:55 SIA Area Watch 2018054577 SIA 07/19/18 07:18 SIA Area Watch 2018056113 SIA 07/28/18 22:59 SIA Area Watch 2018059163 SIA SIA Business Walk Through Total: 14 07/05/18 18:14 SIA Business Walk 2018051867 SIA 07/05/18 18:15 SIA Business Walk 2018051870 SIA 07/05/18 18:30 SIA Business Walk 2018051876 SIA 07/06/18 10:26 SIA Business Walk 2018052035 SIA 07/07/18 02:13 SIA Business Walk 2018052329 SIA 07/07/18 16:40 SIA Business Walk 2018052490 SIA 07/07/18 16:51 SIA Business Walk 2018052496 SIA 07/07/18 17:13 SIA Business Walk 2018052503 SIA 07/11/18 16:51 SIA Business Walk 2018053706 SIA 07/14/18 00:19 SIA Business Walk 2018054503 SIA 07/19/18 16:05 SIA Business Walk 2018056261 SIA 07/20/18 15:51 SIA Business Walk 2018056572 SIA 07/25/18 18:11 SIA Business Walk 2018058150 SIA 07/28/18 19:45 SIA Business Walk 2018059096 SIA SIA Community Presentation Total: 2 07/12/18 19:54 SIA Community 2018054086 SIA 07/15/18 12:25 SIA Community 2018054924 SIA ZUERCHER Page 24 of 41 Incident Start Date/Time Initial Call SIA Door Check Total: 1 07/04/18 20:10 SIA Door Check SIA Foot Patrol Total: 7 07/07/18 18:48 SIA Foot Patrol 07/08/18 04:47 SIA Foot Patrol 07/14/18 09:31 SIA Foot Patrol 07/19/18 02:27 SIA Foot Patrol 07/19/18 06:12 SIA Foot Patrol 07/22/18 04:47 SIA Foot Patrol 07/29/18 01:31 SIA Foot Patrol SIA Other Total: 1 07/15/18 12:30 SIA Other SIA Parks Total: 12 07/02/18 09:41 SIA Parks 07/05/18 16:54 SIA Parks 07/07/18 14:40 SIA Parks 07/15/18 15:29 SIA Parks 07/16/18 00:21 SIA Parks 07/17/18 13:17 SIA Parks 07/22/18 07:26 SIA Parks 07/24/18 01:12 SIA Parks 07/25/18 17:47 SIA Parks 07/27/18 11:00 SIA Parks 07/28/18 10:42 SIA Parks 07/30/18 21:34 SIA Parks Sign - Signal Repair Total: 2 07/12/18 18:07 Sign - Signal Repair 07/25/18 19:52 Sign - Signal Repair Squad Damage Total: 1 07/12/18 22:30 Squad Damage Stalking Total: 1 07/02/18 02:41 Stalking CFS # 2018051560 2018052528 2018052670 2018054562 2018056089 2018056106 2018057066 2018059196 2018054926 2018050754 2018051834 2018052460 2018054993 2018055139 2018055586 2018057080 2018057617 2018058141 2018058638 2018058957 2018059733 2018054056 2018058181 2018054125 Final Incident 2018050709 DUI Case Number Codes How Reported SIA SIA SIA SIA SIA Officer SIA SIA SIA SIA Officer SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIGNREP SIGNREPhone SQD-DAMAGE WCSOP18020STALKIN hone ZUERCHER Page 25 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported Stolen - Vehicle Total: 1 07/13/18 01:24 Stolen - Vehicle 2018054174 Stolen - Vehicle Suspicious - Circumstances Total: 31 07/01/18 11:59 Suspicious - 2018050511 07/02/18 10:48 Suspicious - 2018050773 07/02/18 20:21 Suspicious - 2018050921 07/03/18 11:27 Suspicious - 2018051079 07/03/18 13:51 Suspicious - 2018051124 07/04/18 12:24 Suspicious - 2018051437 07/08/18 13:34 Suspicious - 2018052746 07/08/18 15:40 Suspicious - 2018052778 07/11/18 15:35 Suspicious - 2018053683 07/11/18 16:04 Suspicious - 2018053689 07/11/18 17:41 Suspicious - 2018053725 07/13/18 16:30 Suspicious - 2018054353 07/15/18 00:36 Suspicious - 2018054828 07/16/18 22:53 Suspicious - 2018055434 07/17/18 13:26 Suspicious - 2018055590 07/17/18 15:46 Suspicious - 2018055619 07/19/18 13:32 Suspicious - 2018056210 07/20/18 17:14 Suspicious - 2018056606 07/21/18 23:01 Suspicious - 2018056999 07/22/18 14:05 Suspicious - 2018057146 07/23/18 13:09 Suspicious - 2018057437 07/25/18 13:03 Suspicious - 2018058068 07/26/18 07:07 Suspicious - 2018058295 07/26/18 10:13 Suspicious - 2018058345 07/26/18 13:43 Suspicious - 2018058400 07/26/18 22:49 Suspicious - 2018058539 07/27/18 07:04 Suspicious - 2018058594 07/27/18 07:52 Suspicious - 2018058604 07/27/18 08:05 Suspicious - 2018058605 WCSOP18021 STOLVEH11 Suspicious -Circumstances WCSOP18020 SUSPCIRC Phone Suspicious - Circumstances WCSOP180202-45 Suspicious - Circumstances WCSOP18020 13SPCIPhone SU RC Suspicious - Circumstances WCSOP18020 SUSPCIPhone Theft WCSOP18020 SUSPCIRCone Suspicious - Circumstances WCSOP18020 19SPCIRCne Suspicious - Circumstances WCSOP18021 SUSPCIPhone Suspicious - Circumstances WCSOP18021 SUSPCIRCone Suspicious - Circumstances WCSOP18021 SUSPCIRCne Suspicious - Circumstances WCSOP18021 SUSPCIRC I91 Suspicious - Circumstances WCSOP18021 SUSPCIRCone Suspicious - Circumstances WCSOP18021 0SPCIRCne Suspicious - Circumstances WCSOP18021 S4gUSPCIRC Suspicious - Circumstances WCSOP18022 SUSPCIRC Court Order Violation WCSOP18022 SU5SPCIRCne Suspicious - Circumstances ho WCSOP18022 SUSPCIPne Suspicious - Circumstances WCSOP18022 SUSPCIRCone Suspicious - Person - Vehicle WCSOP18022 SU5SPCIgRCne Suspicious - Circumstances WCSOP18022 SUSPCIRhC Suspicious - Circumstances WCSOP18022 SUSPCIRCone Suspicious - Circumstances WCSOP18022 9SPCIgRCne Residential Burglary 911 WCSOP18023 SU9 SPCIRC Suspicious - Circumstances WCSOP18023 SUSPCIRCone Suspicious - Circumstances WCSOP18023 33SPCIRCne Suspicious - Circumstances WCSOP18023 SUSPCIRCne Suspicious - Circumstances WCSOP18023 SUSPCIRC Suspicious - Circumstances WCSOP18023 SUOSPCIRCne Suspicious - Circumstances WCSOP18023 SUSPCIRhC Suspicious - Circumstances WCSOP18023 SUSPCIRCone ZUERCHER Page 26 of 41 Incident Start Date/Time Initial Call CFS # 07/27/18 20:01 Suspicious - 2018058813 07/31/18 10:32 Suspicious - 2018059856 Suspicious - Person - Vehicle Total: 15 07/03/18 02:06 Suspicious - Person - 2018051010 07/03/18 23:23 Suspicious - Person - 2018051307 07/04/18 04:26 Suspicious - Person - 2018051364 07/12/18 18:08 Suspicious - Person - 2018054058 07/12/18 20:40 Suspicious - Person - 2018054098 07/15/18 15:59 Suspicious - Person - 2018055008 07/17/18 21:30 Suspicious - Person - 2018055731 07/19/18 22:30 Suspicious - Person - 2018056384 07/20/18 07:39 Suspicious - Person - 2018056448 07/25/18 00:18 Suspicious - Person - 2018057963 07/25/18 19:21 Suspicious - Person - 2018058171 07/25/18 21:32 Suspicious - Person - 2018058208 07/26/18 07:48 Suspicious - Person - 2018058304 07/27/18 21:43 Suspicious - Person - 2018058845 07/30/18 16:55 Suspicious - Person - 2018059656 Theft Total: 10 07/05/1813:17 Theft 2018051777 07/07/18 00:53 THEFT Theft 2018052316 07/09/1819:58 Theft 2018053152 07/10/18 21:54 Theft Theft 2018053514 07/13/18 06:16 Theft 2018054196 07/22/1811:59 Phone Theft 2018057118 07/27/1816:31 Suspicious - Circumstances Theft 2018058754 07/27/1816:31 THEFT Theft 2018058755 07/27/18 22:27 911 Theft 2018058857 07/31/1814:32 Theft Theft 2018059903 Theft - From Vehicle Total: 5 Burglary 07/15/18 10:09 Theft - From Vehicle 2018054890 07/20/18 21:36 Suspicious - Circumstances Theft - From Vehicle 2018056689 Final Incident Case Number Codes How Reported Suspicious -Circumstances WCSOP18023 SUSPCIRC Phone Suspicious- Circumstances WCSOP18023 SUSPCIRC Phone Drugs WCSOP18020 SUSPPVP hone Suspicious - Person - Vehicle WCSOP18020 64SPPVg11 Suspicious - Person - Vehicle WCSOP18020 SUSPPV 11 Suspicious - Person - Vehicle WCSOP18021 7SPPVPhone Suspicious - Person - Vehicle WCSOP180215S97UgSPPV 11 Suspicious - Person - Vehicle WCSOP18021 SUSPPV hone Suspicious - Person - Vehicle WCSOP18022 09SPPV hone SU Suspicious - Person - Vehicle WCSOP18022 SUgSPPVPhone Suspicious - Person - Vehicle WCSOP18022 SUSPPV 11 Suspicious - Person - Vehicle WCSOP18023 SUSPPV hone Suspicious - Person - Vehicle WCSOP18023 SUSPPV hone Suspicious - Person - Vehicle WCSOP180232$88SPPV hone Suspicious - Person - Vehicle WCSOP18023 SUUUSPPV hone Suspicious - Person - Vehicle WCSOP1802354USPPV 11 S Suspicious -Circumstances WCSOP18023 SUSPPV hone Theft WCSOP18020664 911 THEFT Theft WCSOP18020 64Phone THEFT Theft WCSOP18021 THEFT Phone Theft WCSOP18021363 Phone THEFT Suspicious - Circumstances WCSOP18021 Phone THEFT Theft WCSOP18022$r63EFT 911 Theft WCSOP18023511 Phone THEFT Burglary WCSOP18023 12Phone THEFT Suspicious - Circumstances WCSOP18023550EFT Phone Theft WCSOP18023979 Phone THEFT Theft - From Vehicle WCSOP18021934 Phone TH E FTVggE��H Theft - From Vehicle WC SOP18022(MEFTVEH ZUERCHER Page 27 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/20/18 22:13 Theft - From Vehicle 2018056700 Theft - From Vehicle WCSOP18022(9HEFTVEH 07/12/18 20:31 Theft - Shoplifting 2018054096 Theft - Shoplifting THEFTGAS 07/20/18 22:14 Theft - From Vehicle 2018056702 Theft - From Vehicle WCSOP18022696 07/19/18 16:09 Theft - Shoplifting 2018056262 Theft - Shoplifting THEFTVEH 07/29/18 15:00 Theft - From Vehicle 2018059299 Theft - From Vehicle WCSOP18023724 Phone 07/13/18 06:58 Theft - Gas Drive Off 2018054203 Theft - Gas Drive Off THEFTVEH Theft - From Vehicle; Dispatch - CAD Total: 1 07/17/18 11:30 Theft - From Vehicle; 2018055558 Theft - From Vehicle WCSOP18022227 Phone 2018054668 Theft - Gas Drive Off WCSOP18021840 911 THEFTVEH; DISPCAD Theft - Gas Drive Off Total: 11 07/08/18 12:58 Theft - Gas Drive Off 2018052739 Theft - Gas Drive Off WCSOP18021 2HEFTGA1 THEFTGAS 07/09/18 13:27 Theft - Gas Drive Off 2018053026 Theft - Gas Drive Off WCSOP18021161 911 07/12/18 20:31 Theft - Shoplifting 2018054096 Theft - Shoplifting THEFTGAS 07/13/18 01:20 Theft - Gas Drive Off 2018054173 Theft - Gas Drive Off WCSOP18021618 911 07/19/18 16:09 Theft - Shoplifting 2018056262 Theft - Shoplifting THEFTGAS 07/13/18 05:16 Theft - Gas Drive Off 2018054190 Theft - Gas Drive Off WCSOP18021V3'QEFTGAS 07/13/18 06:58 Theft - Gas Drive Off 2018054203 Theft - Gas Drive Off WCSOP18021636 911 THEFTGAS 07/14/18 15:48 Theft - Gas Drive Off 2018054668 Theft - Gas Drive Off WCSOP18021840 911 THEFTGAS 07/15/18 12:40 Theft - Gas Drive Off 2018054932 Theft - Gas Drive Off WCSOP18021 WEFTGAS THEFTSHOP 07/15/18 16:51 Theft - Gas Drive Off 2018055027 Theft - Gas Drive Off WCSOP18021995 911 THEFTGAS 07/16/18 07:38 Theft - Gas Drive Off 2018055176 Theft - Gas Drive Off WCSOP18022055 911 07/29/18 12:33 Theft - Shoplifting 2018059266 Theft - Shoplifting THEFTGAS 07/18/18 07:56 Theft - Gas Drive Off 2018055818 Theft - Gas Drive Off WCSOP18022P3IrTlEFTGAS 07/19/18 10:39 Theft - Gas Drive Off 2018056165 Theft - Gas Drive Off WCSOP18022467 911 THEFTGAS Theft - Identity Theft Total: 1 07/01/18 00:51 07/13/18 10:51 Theft - Identity Theft 2018054245 Theft - Identity Theft WCSOP18021 THEFTID hone REATS Theft -Shoplifting Total: 10 07/07/18 21:25 Theft - Shoplifting 2018052568 Theft - Shoplifting WCSOP18020 THEFTSHO ne 07/12/18 20:31 Theft - Shoplifting 2018054096 Theft - Shoplifting WCSOP18021559HEFTSHOne 07/19/18 16:09 Theft - Shoplifting 2018056262 Theft - Shoplifting WCSOP18022509 Phone THEFTSHOP 07/20/18 13:34 Theft - Shoplifting 2018056529 Drugs WCSOP18022 THEFTSHO ne 07/22/18 08:42 Theft - Shoplifting 2018057090 Theft - Shoplifting WCSOP18022848EFTSHO ne 07/22/18 13:06 Theft - Shoplifting 2018057129 Theft - Shoplifting WCSOP18022867 Phone THEFTSHOP 07/26/18 15:40 Theft - Shoplifting 2018058434 Theft - Shoplifting WCSOP18023 THEFTSHO ne 07/29/18 10:02 Theft - Shoplifting 2018059236 Theft - Shoplifting WCSOP18023 96EFTSPhone O ne 07/29/18 12:33 Theft - Shoplifting 2018059266 Theft - Shoplifting WCSOP18023 TF„HiEFTSHO Phone 07/31/18 10:12 Theft - Shoplifting 2018059848 Theft - Shoplifting WCSOP18023 THEFTSHO ne Threats Total: 7 07/01/18 00:51 Threats 2018050436 Threats one WCSOP18020T g REATS ZU=RCHER Page 28 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/02/1810:42 Threats 2018050769 Threats WCSOP18020244 Phone 07/04/18 16:01 THREATS 07/09/1810:54 Threats 2018052978 Threats WCSOP18021138 Phone THREATS 07/19/1811:13 Threats 2018056172 Threats WCSOP18022470 911 Phone THREATS 07/26/18 13:59 Threats 2018058407 Disorderly WCSOP1802355REATS one 07/29/18 22:29 Threats 2018059423 Threats WCSOP18023787 911 2018052698 911 THREATS 07/30/18 07:55 Threats 2018059485 Threats WCSOP18023804 Phone 07/09/18 12:49 Traffic - Complaint 2018053013 Traffic - Complaint THREATS Threats; 911 Hang-up Total: 1 07/26/18 08:57 Threats; 911 Hang-up 2018058316 Medical - Psychiatric - WCSOP18023323 911 Traffic - Complaint WCSOP180214P7 911 07/12/18 22:19 REA S; Traffic - Complaint Total: 23 07/01/18 15:05 Traffic - Complaint 2018050548 Traffic - Complaint WCSOP18020 T 6 911 07/04/18 16:01 Traffic - Complaint 2018051496 Traffic - Complaint WCSOP18020 T 3 Phone 07/07/18 18:15 Traffic - Complaint 2018052521 Traffic - Complaint WCSOP18020 T 6 Phone 07/07/18 21:50 Traffic - Complaint 2018052580 Traffic - Complaint WCSOP18020V5 911 07/08/18 10:31 Traffic - Complaint 2018052698 911 T 07/09/18 12:49 Traffic - Complaint 2018053013 Traffic - Complaint WCSOP180211T54 Phone 07/12/18 01:11 Traffic - Complaint 2018053834 Traffic - Complaint WCSOP180214P7 911 07/12/18 22:19 Traffic - Complaint 2018054120 MVA - No Injuries WCSOP18021 T 2 Phone 07/12/18 22:39 Traffic - Complaint 2018054130 Phone T 07/14/18 15:54 Traffic - Complaint 2018054670 Traffic - Complaint WCSOP18021 Y2 911 07/14/18 16:50 Traffic - Complaint 2018054685 Traffic - Complaint WCSOP18021 T 1 Phone 07/15/18 11:05 Traffic - Complaint 2018054906 Traffic - Complaint WCSOP18021 T 2 Phone 07/16/18 19:42 Traffic - Complaint 2018055371 Traffic - Complaint WCSOP180221T44 Phone 07/19/18 16:47 Traffic - Complaint 2018056274 Traffic - Complaint WCSOP18022 T 5 Phone 07/19/18 20:09 Traffic - Complaint 2018056338 Traffic - Complaint WCSOP18022 T 7 Phone 07/19/18 23:13 Traffic - Complaint 2018056396 DUI WCSOP18022562 TTT Phone 07/20/18 17:10 Traffic - Complaint 2018056603 Traffic - Complaint WCSOP18022 8 Phone 07/23/18 16:33 Traffic - Complaint 2018057488 Traffic - Complaint WCSOP18023 T 3 Phone 07/24/18 17:13 Traffic - Complaint 2018057823 Traffic - Complaint WCSOP18023154 TTT 911 07/28/18 07:45 Traffic - Complaint 2018058929 911 07/29/18 20:54 Traffic - Complaint 2018059397 Traffic - Complaint WCSOP18023 T 4 Phone 07/30/18 00:19 Traffic - Complaint 2018059439 911 T 07/30/18 13:22 Traffic - Complaint 2018059575 Traffic - Complaint WCSOP18023 T 6 Phone ZUERCHER Page 29 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Traffic - Complaint; Dispatch - CAD Total: 1 07/09/18 12:25 Traffic - Complaint; 2018053003 Traffic - Complaint Traffic - Hazard Total: 6 Case Number Codes How Reported WCSOP18021147 Ph ne T: DISPCAS 07/08/18 14:55 Traffic - Hazard 2018052765 Traffic - Hazard WCSOP180210r46AZARD one 07/10/18 21:19 Traffic - Hazard 2018053501 Motorist Aid WCSOP18021358 Phone TS 07/01/18 00:17 Traffic Stop THAZARD 07/20/18 15:22 Traffic - Hazard 2018056561 Traffic - Hazard WCSOP18022633 Phone TS THAZARD 07/24/18 11:46 Traffic - Hazard 2018057718 Traffic - Hazard WCSOP18023111 Phone THAZARD 07/28/18 11:00 Traffic - Hazard 2018058965 Traffic - Hazard WCSOP18023596 Phone Officer THAZARD 07/30/18 12:54 Traffic - Hazard 2018059567 Traffic - Hazard WCSOP18023843 Phone 2018050462 Drugs WCSOP18020W8 Officer THAZARD Traffic Stop Total: 318 07/01/18 00:16 Traffic Stop 2018050424 Officer TS 07/01/18 00:17 Traffic Stop 2018050425 Officer TS 07/01/18 00:43 Traffic Stop 2018050433 Officer TS 07/01/18 00:49 Traffic Stop 2018050435 Officer TS 07/01/18 01:54 Traffic Stop 2018050462 Drugs WCSOP18020W8 Officer 07/01/18 05:02 Traffic Stop 2018050472 Officer TS 07/01/18 13:18 Traffic Stop 2018050522 MVA - No Injuries WCSOP180201T5S7 Officer 07/01/18 13:57 Traffic Stop 2018050528 Officer TS 07/01/18 15:32 Traffic Stop 2018050555 Officer TS 07/01/18 15:39 Traffic Stop 2018050558 Officer TS 07/01/18 16:41 Traffic Stop 2018050576 Traffic Stop WCSOP18020Y75 Officer 07/01/18 20:25 Traffic Stop 2018050632 Officer TS 07/01/18 20:46 Traffic Stop 2018050634 Officer TS 07/02/18 00:03 Traffic Stop 2018050685 Traffic Stop WCSOP180209715 Officer 07/02/18 02:20 Traffic Stop 2018050705 Officer TS 07/02/18 07:28 Traffic Stop 2018050738 Officer TS 07/02/18 07:32 Traffic Stop 2018050740 Officer TS 07/02/18 12:32 Traffic Stop 2018050797 Traffic Stop WCSOP18020 T5S5 Officer 07/02/18 16:43 Traffic Stop 2018050865 Officer TS 07/02/18 16:45 Traffic Stop 2018050866 Officer TS 07/02/18 16:51 Traffic Stop 2018050867 Officer TS 07/02/18 16:59 Traffic Stop 2018050874 Officer TS ZUERCHER Page 30 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/02/18 17:53 Traffic Stop 2018050892 Officer TS 07/02/18 21:49 Traffic Stop 2018050950 Traffic Stop WCSOP18020 T2S0 Officer 07/02/18 23:23 Traffic Stop 2018050981 Officer TS 07/02/18 23:41 Traffic Stop 2018050984 Officer TS 07/02/18 23:52 Traffic Stop 2018050986 Officer TS 07/02/18 23:59 Traffic Stop 2018050987 Traffic Stop WCSOP18020 T3S9 Officer 07/03/18 00:07 Traffic Stop 2018050990 Officer TS 07/03/18 00:57 Traffic Stop 2018051000 Officer TS 07/03/18 01:41 Traffic Stop 2018051006 Officer TS 07/03/18 13:07 Traffic Stop 2018051110 Officer TS 07/03/18 13:18 Traffic Stop 2018051114 TS 07/03/18 15:57 Traffic Stop 2018051159 Officer TS 07/03/18 17:36 Traffic Stop 2018051189 Officer TS 07/03/18 23:18 Traffic Stop 2018051306 Officer TS 07/03/18 23:50 Traffic Stop 2018051311 TS 07/03/18 23:51 Traffic Stop 2018051312 Drugs WCSOP18020 T7S1 Officer 07/04/18 01:37 Traffic Stop 2018051343 Theft - Shoplifting WCSOP18020 T7S6 Officer 07/04/18 07:16 Traffic Stop 2018051377 Officer TS 07/04/18 07:37 Traffic Stop 2018051383 Officer TS 07/04/18 11:20 Traffic Stop 2018051422 Officer TS 07/04/18 11:25 Traffic Stop 2018051423 Officer TS 07/04/18 17:39 Traffic Stop 2018051521 Officer TS 07/05/18 00:32 Traffic Stop 2018051654 Officer TS 07/05/18 00:51 Traffic Stop 2018051659 Officer TS 07/05/18 12:09 Traffic Stop 2018051760 Officer TS 07/05/18 20:33 Traffic Stop 2018051914 Officer TS 07/05/18 20:35 Traffic Stop 2018051915 Officer TS 07/06/18 02:08 Traffic Stop 2018051986 Officer TS 07/06/18 09:33 Traffic Stop 2018052022 Officer TS 07/06/18 11:43 Traffic Stop 2018052058 Officer TS 07/06/18 12:44 Traffic Stop 2018052073 Officer TS 07/06/18 13:41 Traffic Stop 2018052087 Officer TS 07/06/18 14:08 Traffic Stop 2018052096 Traffic Stop WCSOP18020 T7S3 Officer ZUERCHER Page 31 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/06/18 14:20 Traffic Stop 2018052101 Traffic Stop WCSOP18020 T7S6 Officer 07/06/18 14:28 Traffic Stop 2018052105 Officer TS 07/06/18 14:49 Traffic Stop 2018052115 Traffic Stop WCSOP18020 T8S1 Officer 07/06/18 21:11 Traffic Stop 2018052249 Officer TS 07/07/18 02:27 Traffic Stop 2018052331 Officer TS 07/07/18 10:39 Traffic Stop 2018052388 Traffic Stop WCSOP18020 T8S7 Officer 07/07/18 10:42 Traffic Stop 2018052389 Officer TS 07/07/18 10:50 Traffic Stop 2018052396 Traffic Stop WCSOP18020 T9S1 Officer 07/07/18 10:57 Traffic Stop 2018052398 Traffic Stop WCSOP18020 T9S2 Officer 07/07/18 11:02 Traffic Stop 2018052400 Traffic Stop WCSOP18020Y4 Officer 07/07/18 13:06 Traffic Stop 2018052436 Traffic Stop WCSOP18020 TS Officer 07/07/18 16:04 Traffic Stop 2018052482 Officer TS 07/07/18 22:37 Traffic Stop 2018052604 Traffic Stop WCSOP18020Y Officer 07/07/18 23:36 Traffic Stop 2018052623 Officer TS 07/08/18 00:21 Traffic Stop 2018052641 Officer TS 07/08/18 00:37 Traffic Stop 2018052646 Officer TS 07/08/18 08:20 Traffic Stop 2018052678 Traffic Stop WCSOP18021 TS Officer 07/08/18 08:34 Traffic Stop 2018052679 Officer TS 07/08/18 08:42 Traffic Stop 2018052682 Traffic Stop WCSOP18021 TS Officer 07/08/18 08:59 Traffic Stop 2018052684 Traffic Stop WCSOP18021 1Officer TS 07/08/18 09:07 Traffic Stop 2018052685 Officer TS 07/08/18 10:18 Traffic Stop 2018052693 Officer TS 07/08/18 10:25 Traffic Stop 2018052696 Officer TS 07/08/18 10:25 Traffic Stop 2018052697 Officer TS 07/08/18 10:34 Traffic Stop 2018052700 Officer TS 07/08/18 10:46 Traffic Stop 2018052704 Officer TS 07/08/18 10:48 Traffic Stop 2018052708 Officer TS 07/08/18 11:05 Traffic Stop 2018052713 Officer TS 07/08/18 12:00 Traffic Stop 2018052722 Officer TS 07/08/18 12:10 Traffic Stop 2018052724 Officer TS 07/08/18 12:18 Traffic Stop 2018052728 Officer TS 07/08/18 12:28 Traffic Stop 2018052729 Officer TS 07/08/18 12:40 Traffic Stop 2018052732 Traffic Stop WCSOP18021 T2S6 Officer ZUERCHER Page 32 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/08/18 12:45 Traffic Stop 2018052735 Traffic Stop WCSOP18021 Q2S7 Officer 07/08/18 13:32 Traffic Stop 2018052745 Traffic Stop WCSOP18021 T3S5 Officer 07/08/18 14:00 Traffic Stop 2018052751 Officer TS 07/08/18 15:28 Traffic Stop 2018052772 Traffic Stop WCSOP18021 Y1 ITS Officer 07/08/18 22:58 Traffic Stop 2018052884 Officer 07/08/18 23:09 Traffic Stop 2018052885 Officer TS 07/08/18 23:21 Traffic Stop 2018052887 Traffic Stop WCSOP180211W5 Officer 07/09/18 00:37 Traffic Stop 2018052893 Officer TS 07/09/18 00:40 Traffic Stop 2018052894 Officer TS 07/09/18 00:40 Traffic Stop 2018052895 Officer TS 07/09/18 01:51 Traffic Stop 2018052903 Traffic Stop WCSOP18021 TS Officer 07/09/18 07:35 Traffic Stop 2018052922 Traffic Stop WCSOP18021 TS5 Officer 07/09/18 07:46 Traffic Stop 2018052925 Officer TS 07/09/18 07:50 Traffic Stop 2018052927 Traffic Stop WCSOP18021 TS Officer 07/09/18 08:02 Traffic Stop 2018052930 Traffic Stop WCSOP18021 T2S2 Officer 07/09/18 08:21 Traffic Stop 2018052935 Officer TS 07/09/18 08:40 Traffic Stop 2018052937 Officer TS 07/09/18 09:00 Traffic Stop 2018052940 Officer TS 07/09/18 09:56 Traffic Stop 2018052952 Traffic Stop WCSOP18021 T2S8 Officer 07/09/18 10:11 Traffic Stop 2018052960 Officer TS 07/09/18 10:22 Traffic Stop 2018052965 Officer TS 07/09/18 10:36 Traffic Stop 2018052972 Traffic Stop WCSOP180211V5 Officer 07/09/18 10:44 Traffic Stop 2018052976 Officer TS 07/09/18 10:45 Traffic Stop 2018052977 Traffic Stop WCSOP18021 T3S6 Officer 07/09/18 11:00 Traffic Stop 2018052980 Traffic Stop WCSOP18021 TS Officer 07/09/18 11:14 Traffic Stop 2018052987 Traffic Stop WCSOP18021 TS Officer 07/09/18 11:41 Traffic Stop 2018052996 Traffic Stop WCSOP18021 TS4 Officer 07/09/18 15:46 Traffic Stop 2018053065 Traffic Stop WCSOP180211 Officer 07/09/18 16:05 Traffic Stop 2018053070 Traffic Stop WCSOP18021 T8S7 Officer 07/09/18 16:35 Traffic Stop 2018053082 Traffic Stop WCSOP18021 T9S2 Officer 07/09/18 16:49 Traffic Stop 2018053087 Officer TS 07/09/18 16:50 Traffic Stop 2018053088 Traffic Stop WCSOP18021 T9S5 Officer 07/09/18 17:04 Traffic Stop 2018053091 Traffic Stop WCSOP18021 T9S6 Officer ZUERCHER Page 33 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/10/18 00:01 Traffic Stop 2018053219 Officer TS 07/10/18 00:16 Traffic Stop 2018053222 Officer TS 07/10/18 00:24 Traffic Stop 2018053224 Traffic Stop WCSOP18021 TS9 Officer 07/10/18 01:59 Traffic Stop 2018053242 Traffic Stop WCSOP18021255 TTT5S7 Officer 07/10/18 02:48 Traffic Stop 2018053244 Drugs WCSOP18021 Officer 07/10/18 07:39 Traffic Stop 2018053272 Officer TS 07/10/18 07:46 Traffic Stop 2018053273 Officer TS 07/10/18 08:01 Traffic Stop 2018053276 Officer TS 07/10/18 08:05 Traffic Stop 2018053279 Traffic Stop WCSOP18021 T6S6 Officer 07/10/18 08:13 Traffic Stop 2018053284 Officer TS 07/10/18 14:35 Traffic Stop 2018053386 Officer TS 07/10/18 14:49 Traffic Stop 2018053390 Officer TS 07/10/18 14:56 Traffic Stop 2018053394 Officer TS 07/10/18 23:40 Traffic Stop 2018053536 Officer TS 07/11/18 12:32 Traffic Stop 2018053636 Traffic Stop WCSOP18021 TS2 Officer 07/11/18 13:14 Traffic Stop 2018053644 Officer TS 07/11/18 13:57 Traffic Stop 2018053659 Officer TS 07/11/18 14:54 Traffic Stop 2018053678 Traffic Stop WCSOP18021 T2S4 Officer 07/11/18 21:47 Traffic Stop 2018053786 Officer TS 07/11/18 23:02 Traffic Stop 2018053801 Officer TS 07/11/18 23:11 Traffic Stop 2018053805 Traffic Stop WCSOP18021 T8S0 Officer 07/11/18 23:59 Traffic Stop 2018053818 Officer TS 07/12/18 06:31 Traffic Stop 2018053851 Traffic Stop WCSOP180214T9Y Officer 07/12/18 09:27 Traffic Stop 2018053901 Officer TS 07/12/18 10:03 Traffic Stop 2018053911 Officer TS 07/12/18 10:06 Traffic Stop 2018053912 Officer TS 07/12/18 10:24 Traffic Stop 2018053917 Officer TS 07/12/18 13:38 Traffic Stop 2018053963 Officer TS 07/12/18 14:28 Traffic Stop 2018053979 Traffic Stop WCSOP18021 T3S7 Officer 07/12/18 18:38 Traffic Stop 2018054066 Officer TS 07/12/18 19:42 Traffic Stop 2018054082 Officer TS 07/12/18 20:16 Traffic Stop 2018054094 Traffic Stop WCSOP18021 T9S0 Officer 07/12/18 23:34 Traffic Stop 2018054139 Traffic Stop WCSOP18021 05 Officer TS ZUERCHER Page 34 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/12/18 23:49 Traffic Stop 2018054145 Officer TS 07/13/18 00:13 Traffic Stop 2018054152 Traffic Stop WCSOP18021 TS1 Officer 07/13/18 00:29 Traffic Stop 2018054161 Officer TS 07/13/18 00:37 Traffic Stop 2018054164 Traffic Stop WCSOP18021FZ1S7 ITS Officer 07/13/18 00:43 Traffic Stop 2018054166 Officer 07/13/18 00:53 Traffic Stop 2018054168 Officer TS 07/13/18 06:25 Traffic Stop 2018054198 Officer TS 07/14/18 00:15 Traffic Stop 2018054502 Officer TS 07/14/18 05:28 Traffic Stop 2018054535 Traffic Stop WCSOP18021 T7S4 Officer 07/14/18 10:34 Traffic Stop 2018054571 Officer TS 07/14/18 10:42 Traffic Stop 2018054575 Officer TS 07/14/18 13:53 Traffic Stop 2018054629 Officer TS 07/14/18 14:02 Traffic Stop 2018054630 Traffic Stop WCSOP18021 22 Officer 07/14/18 14:36 Traffic Stop 2018054644 Traffic Stop WCSOP18021 T2S6 Officer 07/14/18 14:44 Traffic Stop 2018054646 Traffic Stop WCSOP18021 T2S7 Officer 07/14/18 14:54 Traffic Stop 2018054649 Traffic Stop WCSOP18021 Y ITS Officer 07/14/18 15:21 Traffic Stop 2018054656 Officer 07/14/18 23:28 Traffic Stop 2018054806 Officer TS 07/14/18 23:37 Traffic Stop 2018054807 Officer TS 07/15/18 01:20 Traffic Stop 2018054838 Officer TS 07/15/18 16:37 Traffic Stop 2018055019 Traffic Stop WCSOP18021 T9S0 Officer 07/16/18 05:36 Traffic Stop 2018055165 Officer TS 07/16/18 14:10 Traffic Stop 2018055262 Traffic Stop WCSOP18022 T9S7 Officer 07/16/18 21:24 Traffic Stop 2018055405 Officer TS 07/17/18 00:07 Traffic Stop 2018055450 Traffic Stop WCSOP18022 T7S4 Officer 07/17/18 11:01 Traffic Stop 2018055551 Officer TS 07/17/18 11:55 Traffic Stop 2018055563 Officer TS 07/17/18 15:16 Traffic Stop 2018055609 Officer TS 07/17/18 22:55 Traffic Stop 2018055746 Warrant - Arrest WCSOP18022 TS Officer 07/18/18 01:07 Traffic Stop 2018055769 Officer TS 07/18/18 01:17 Traffic Stop 2018055770 Officer TS 07/18/18 01:46 Traffic Stop 2018055774 Officer TS 07/18/18 02:49 Traffic Stop 2018055783 Officer TS ZUERCHER Page 35 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/18/18 05:17 Traffic Stop 2018055798 Traffic Stop WCSOP1802235 IT3S3 Officer 07/18/18 06:04 Traffic Stop 2018055804 Traffic Stop WCSOP18022 Officer 07/18/18 09:02 Traffic Stop 2018055826 Officer TS 07/18/18 10:53 Traffic Stop 2018055861 Officer TS 07/18/18 10:57 Traffic Stop 2018055864 Traffic Stop WCSOP18022 T5S7 Officer 07/18/18 11:04 Traffic Stop 2018055865 Officer TS 07/18/18 11:06 Traffic Stop 2018055867 Traffic Stop WCSOP180955 ITS Officer 07/18/18 11:15 Traffic Stop 2018055872 Officer 07/18/18 11:22 Traffic Stop 2018055877 Traffic Stop WCSOP18022 T5S9 Officer 07/18/18 12:10 Traffic Stop 2018055889 Traffic Stop WCSOP1809653 Officer 07/18/18 13:35 Traffic Stop 2018055901 Officer TS 07/18/18 15:32 Traffic Stop 2018055932 Officer TS 07/18/18 22:52 Traffic Stop 2018056050 Officer TS 07/19/18 01:35 Traffic Stop 2018056082 Officer TS 07/19/18 02:05 Traffic Stop 2018056086 Officer TS 07/19/18 02:24 Traffic Stop 2018056088 Officer TS 07/19/18 02:43 Traffic Stop 2018056091 Officer TS 07/19/18 07:53 Traffic Stop 2018056120 Traffic Stop WCSOP18022 TS6 Officer 07/19/18 15:58 Traffic Stop 2018056258 Officer TS 07/19/18 17:10 Traffic Stop 2018056285 Officer TS 07/19/18 17:24 Traffic Stop 2018056291 Officer TS 07/19/18 21:12 Traffic Stop 2018056358 Officer TS 07/19/18 21:41 Traffic Stop 2018056366 Officer TS 07/19/18 21:46 Traffic Stop 2018056371 Officer TS 07/19/18 23:13 Traffic Stop 2018056397 Traffic Stop WCSOP18022,5r6S3 TTS Officer 07/20/18 01:30 Traffic Stop 2018056414 Officer 07/20/18 05:04 Traffic Stop 2018056432 Traffic Stop WCSOP18022 T7S8 Officer 07/20/18 08:51 Traffic Stop 2018056462 Officer TS 07/20/18 09:09 Traffic Stop 2018056469 Traffic Stop WCSOP18022 T9S3 Officer 07/20/18 12:18 Traffic Stop 2018056512 Traffic Stop WCSOP18022 TSO Officer 07/20/18 15:49 Traffic Stop 2018056570 Officer TS 07/20/18 16:17 Traffic Stop 2018056581 Officer TS 07/20/18 16:31 Traffic Stop 2018056584 Officer TS ZUERCHER Page 36 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/20/18 18:36 Traffic Stop 2018056636 Officer TS 07/20/18 22:24 Traffic Stop 2018056708 Officer TS 07/20/18 22:45 Traffic Stop 2018056718 Traffic Stop WCSOP18022 TOS4 Officer 07/20/18 23:38 Traffic Stop 2018056733 Officer TS 07/20/18 23:48 Traffic Stop 2018056737 Officer TS 07/20/18 23:59 Traffic Stop 2018056739 Officer TS 07/20/18 23:59 Traffic Stop 2018056740 Officer TS 07/21/18 00:53 Traffic Stop 2018056746 Officer TS 07/21/18 01:03 Traffic Stop 2018056747 Officer TS 07/21/18 01:18 Traffic Stop 2018056753 Officer TS 07/21/18 01:38 Traffic Stop 2018056757 Drugs WCSOP18022 TS Officer 07/21/18 03:15 Traffic Stop 2018056766 Officer TS 07/21/1812:59 Traffic Stop 2018056838 TS 07/21/18 13:15 Traffic Stop 2018056844 TS 07/21/18 13:23 Traffic Stop 2018056845 Officer TS 07/21/1813:27 Traffic Stop 2018056847 TS 07/21/18 13:45 Traffic Stop 2018056850 Officer TS 07/21/18 17:07 Traffic Stop 2018056905 Traffic Stop WCSOP18022 T7S4 Officer 07/21/18 19:58 Traffic Stop 2018056936 Traffic Stop WCSOP180227?51 Officer 07/21/18 22:40 Traffic Stop 2018056992 Officer TS 07/21/18 22:47 Traffic Stop 2018056994 Officer TS 07/21/18 23:31 Traffic Stop 2018057017 Traffic Stop WCSOP18022$2S1 Officer 07/22/18 00:53 Traffic Stop 2018057034 Officer TS 07/22/18 05:14 Traffic Stop 2018057067 Warrant - Arrest WCSOP18022 TSO Officer 07/22/18 08:01 Traffic Stop 2018057086 Officer TS 07/22/18 11:08 Traffic Stop 2018057108 Officer TS 07/22/18 11:55 Traffic Stop 2018057116 Traffic Stop WCSOP18022 T6S1 Officer 07/22/18 12:21 Traffic Stop 2018057121 Officer TS 07/22/1813:21 Traffic Stop 2018057132 TS 07/22/18 13:32 Traffic Stop 2018057134 Traffic Stop WCSOP18022 6 TS 07/22/18 19:13 Traffic Stop 2018057237 Officer TS 07/22/18 22:24 Traffic Stop 2018057291 Officer TS 07/22/18 22:36 Traffic Stop 2018057295 Officer TS ZUERCHER Page 37 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/23/18 05:27 Traffic Stop 2018057336 Drugs WCSOP18022W Officer 07/23/18 10:53 Traffic Stop 2018057403 Officer TS 07/23/18 11:36 Traffic Stop 2018057417 Officer TS 07/24/18 00:11 Traffic Stop 2018057604 Officer TS 07/24/18 10:21 Traffic Stop 2018057694 Officer TS 07/24/18 15:08 Traffic Stop 2018057790 Officer TS 07/24/18 16:09 Traffic Stop 2018057807 Officer TS 07/24/18 17:36 Traffic Stop 2018057830 Officer TS 07/24/18 22:45 Traffic Stop 2018057946 Officer TS 07/24/18 23:21 Traffic Stop 2018057952 Officer TS 07/25/18 01:22 Traffic Stop 2018057973 Officer TS 07/25/18 09:59 Traffic Stop 2018058027 Officer TS 07/25/18 12:38 Traffic Stop 2018058062 Officer TS 07/25/18 14:53 Traffic Stop 2018058093 Officer TS 07/25/18 15:05 Traffic Stop 2018058096 Officer TS 07/25/18 15:15 Traffic Stop 2018058100 Officer TS 07/25/18 17:21 Traffic Stop 2018058130 Officer TS 07/25/18 17:35 Traffic Stop 2018058137 Officer TS 07/25/18 18:36 Traffic Stop 2018058159 Officer TS 07/25/18 21:22 Traffic Stop 2018058204 Officer TS 07/25/18 22:24 Traffic Stop 2018058233 Officer TS 07/26/18 10:26 Traffic Stop 2018058350 Officer TS 07/26/18 13:47 Traffic Stop 2018058401 Officer TS 07/26/18 22:36 Traffic Stop 2018058535 Officer TS 07/26/18 22:44 Traffic Stop 2018058537 Officer TS 07/26/18 23:28 Traffic Stop 2018058552 Warrant - Arrest WCSOP18023 Officer TS 07/26/18 23:49 Traffic Stop 2018058558 Traffic Stop WCSOP18023 Officer TS5 07/27/18 02:32 Traffic Stop 2018058579 Traffic Stop WCSOP18023 T2S1 Officer 07/27/18 05:00 Traffic Stop 2018058585 Officer TS 07/27/18 05:05 Traffic Stop 2018058586 Traffic Stop WCSOP18023 T2S6 Officer 07/27/18 12:44 Traffic Stop 2018058669 Officer TS 07/27/18 20:18 Traffic Stop 2018058817 Officer TS 07/27/18 23:03 Traffic Stop 2018058867 Traffic Stop WCSOP18023 Officer T5S2 ZUERCHER Page 38 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/27/18 23:23 Traffic Stop 2018058875 Officer TS 07/27/18 23:40 Traffic Stop 2018058880 Traffic Stop WCSOP18023 T6S0 Officer 07/28/18 00:45 Traffic Stop 2018058890 Officer TS 07/28/18 01:35 Traffic Stop 2018058897 Officer TS 07/28/18 06:33 Traffic Stop 2018058921 Traffic Stop WCSOP18023 T7S3 Officer 07/28/18 09:41 Traffic Stop 2018058945 Officer TS 07/28/18 19:42 Traffic Stop 2018059094 Officer TS 07/28/18 19:49 Traffic Stop 2018059097 Traffic Stop WCSOP18023 T5S4 Officer 07/28/18 23:12 Traffic Stop 2018059170 Officer TS 07/29/18 05:58 Traffic Stop 2018059219 Warrant - Arrest WCSOP18023(? Officer 07/29/18 10:13 Traffic Stop 2018059239 Officer TS 07/29/18 11:09 Traffic Stop 2018059249 Officer TS 07/29/18 18:29 Traffic Stop 2018059360 Warrant - Arrest WCSOP18023 T6S3 Officer 07/30/18 01:23 Traffic Stop 2018059449 Officer TS 07/30/18 09:58 Traffic Stop 2018059507 Traffic Stop WCSOP18023 TS4 Officer 07/30/18 11:59 Traffic Stop 2018059552 Officer TS 07/30/18 13:36 Traffic Stop 2018059581 Officer TS 07/30/18 23:03 Traffic Stop 2018059761 Officer TS 07/30/18 23:57 Traffic Stop 2018059779 Officer TS 07/31/18 00:03 Traffic Stop 2018059780 Officer TS 07/31/18 00:28 Traffic Stop 2018059786 Traffic Stop WCSOP18023 14 Officer TS 07/31/18 01:28 Traffic Stop 2018059793 Officer TS 07/31/18 10:30 Traffic Stop 2018059852 Traffic Stop 5S4 WCSOP180239T Officer 07/31/18 10:54 Traffic Stop 2018059862 Officer TS 07/31/18 15:36 Traffic Stop 2018059923 Officer TS 07/31/18 19:48 Traffic Stop 2018060006 Officer TS 07/31/18 20:56 Traffic Stop 2018060028 Officer TS 07/31/18 21:12 Traffic Stop 2018060034 Officer TS 07/31/18 21:56 Traffic Stop 2018060043 Officer TS 07/31/18 22:31 Traffic Stop 2018060053 Traffic Stop WCSOP18024T3S1 Officer 07/31/18 22:48 Traffic Stop 2018060055 Officer TS 07/31/18 23:06 Traffic Stop 2018060063 Traffic Stop 3S4 WCSOP180240T Officer ZUERCHER Page 39 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported Transport Total: 1 07/05/1810:28 Transport 2018051731 TRANSPORT Trespass Total: 5 07/04/1815:03 Trespass 2018051475 Trespass WCSOP180205534Phone 07/12/18 11:45 Warrant - Arrest 2018053939 Warrant - Arrest TRES 07/13/1814:19 Trespass 2018054314 Trespass WCSOP18021 86911 07/13/18 03:26 Warrant - Arrest 2018054187 Warrant - Arrest TRES 07/14/18 01:19 Trespass 2018054517 Trespass WCSOP18021 Phone 07/20/18 17:42 Warrant - Arrest 2018056618 Warrant - Arrest TRES 07/28/1814:31 Trespass 2018059018 Trespass WCSOP18023�RES Phone WARREO 07/31/18 20:54 Trespass 2018060026 Trespass WCSOP18024 26Phone TRES Unwanted Person Total: 5 2018057506 Warrant - Arrest WCSOP18023�3�TTEMP Officer 07/01/18 01:10 Unwanted Person 2018050444 Unwanted Person WCSOP18020121 911 UNWANTED 07/09/18 14:45 Unwanted Person 2018053051 Unwanted Person WCSOP18021 UNWANgT1ED 07/15/18 16:45 Unwanted Person 2018055022 Unwanted Person WCSOP18021992WANTEb 07/17/18 16:19 Unwanted Person 2018055629 Unwanted Person WCSOP18022260 Phone UNWANTED 07/19/18 03:46 Unwanted Person 2018056096 Unwanted Person WCSOP1802243NgWANTEb Warrant - Arrest Total: 6 07/04/18 23:19 Warrant - Arrest 2018051630 Warrant - Arrest WCSOP18020%0 ARRESTicer 1A 07/12/18 11:45 Warrant - Arrest 2018053939 Warrant - Arrest WCSOP18021 52icer 07/03/18 17:38 Warrant - Attempt 2018051191 er 07/13/18 03:26 Warrant - Arrest 2018054187 Warrant - Arrest WCSOP18021628 Officer 07/03/18 17:52 Warrant - Attempt 2018051200 Warrant - Arrest WARRESST 07/20/18 17:42 Warrant - Arrest 2018056618 Warrant - Arrest WCSOP18022URRESTicer 07/21/18 19:48 Warrant - Arrest 2018056935 Warrant - Arrest WCSOP18022 icer WARREO 07/24/18 21:15 Warrant - Arrest 2018057898 Warrant - Arrest WCSOP18023182 Officer WARREST Warrant - Attempt Total: 12 07/02/18 19:33 Warrant - Attempt 2018050914 WATTEMPT 07/02/18 20:58 Warrant - Attempt 2018050931 Warrant - Arrest WCSOP18029ATTE80er 07/03/18 17:38 Warrant - Attempt 2018051191 er WATTEMPT 07/03/18 17:52 Warrant - Attempt 2018051200 Warrant - Arrest WCSOP18020 WATTEMPT 07/12/18 19:28 Warrant - Attempt 2018054079 WATTEMPT 07/20/18 16:58 Warrant - Attempt 2018056598 Warrant - Attempt WCSOP18022 WATTEMOoPT er 07/23/18 17:54 Warrant - Attempt 2018057506 Warrant - Arrest WCSOP18023�3�TTEMP Officer 07/25/18 10:46 Warrant - Attempt 2018058040 WATTEMPT 07/25/18 16:04 Warrant - Attempt 2018058111 Officer WATTEOp 07/25/18 20:15 Warrant - Attempt 2018058184 Warrant - Arrest WCSOP18023 VBATTEMP�er ZUERCHER Page 40 of 41 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 07/29/18 20:00 Warrant - Attempt 2018059385 WATTEMP' 07/30/18 15:31 Warrant - Attempt 2018059616 Officer WATTEMPT Total Records: 1156 Made by 71.1=RC ER Page 41 of 41 MCH Y OF ntfcdo COMMUNITY DEVELOPMENT DEPARTMENT Construction Update Construction Update City Council members will note the following construction activity in the coming months: Ryan Auto & Affordable Storage: Continued construction activities related to approved development projects occurring on both sites. Crown Bay: Construction on the multi -tenant retail structure at the northeast corner of Cedar and Oakwood has commenced. Bondhus Corporation: Construction commencement on the previously approved project is expected in early July. Twin City Staffing. Twin City Staffing has applied for site plan and building permit review for a proposed facility located on Thomas Park Circle. The proposed office use building is a permitted use in the I-1 district in which it is located, and therefore no formal land use application review by Planning Commission or City Council is required. Target & Walmart. Both retailers are completing store remodeling. Both will utilize the allowance for temporary storage containers during active construction periods. These units are required to be reviewed and permitted through an administrative temporary use permit. StorageLink: Per the PUD Adjustment approval on 6/25/18, the self -storage facility will be removing the existing pylon, replacing the signage with wall signage on a new architectural parapet on the northwesterly building on-site. The owners will also be converting internal office space to internal self -storage. Kids Kastle Child Care: Renovation and re -use of building at 102 Thomas Park Drive. Childcare is a permitted use in the B-4 District in which the propertylbuilding are located. Council Connection - mm/dd/yy ENGINEERING DEPARTMENT Fred's Auto Re -Use The Parks Department has requested that the City and EDA review the potential for re- use of the 349 West Broadway (former Fred's Auto) site for the public Arts Initiative project. The EDA, acting as property owner, has authorized the use of the building for the purpose, contingent on land use approvals, lease/maintenance agreement, and on environmental improvements. Staff is in the process of preparing background information on the use and considerations for EDA and Council at this time. Over the next two months, the EDA and Council will receive additional information and be asked to consider decisions related to the use. Fallon Avenue/7th Street Roundabout The City has received development inquiries for parcels north of the new Fallon Avenue/7th Street roundabout. As depicted on the enclosed drawing, the construction plans called for a street stub on the north leg of the roundabout for future extension of a roadway to serve the Jamison property. Property was acquired from St Henry's Church to accomplish this. The final design plans showed part of the street stub and sidewalk outside of the property the City purchased. Staff discussed two options to address this: 1. Shift the street stub approximately 10 feet to the west as originally designed when the City purchased the property. 2. Remove the street stub and just extend the existing trail around the north side of the roundabout. Draft sketch plans for development of the parcels to the north have been submitted to staff for preliminary review. The access location to the roundabout and road extension alignment vary based on the development sketches. To allow for flexibility for development of the parcels, staff is proceeding with Option 2, removing the northerly street stub. With either option, WSB will not be invoicing their time to the City to make the plan revisions. It should be noted that sewer and water service stubs will be constructed to serve development to the north of 7th Street. The service stubs will be shifting to the west to accommodate the revision. As a result, there will be reduced lengths of sewer and water service pipes and deletion of a sanitary sewer manhole. There will also be a reduction on street costs due to removal of the stub. Date Printed: 8/7/2018 WSB Fllename: K:\02596-400ACadAExhibitsVProposed Geometry (north slde).dgn c 41 40 DEVELOPMENT INOUIR, at DEVELOPMENT INQUIRY "7 1107 N A o goo ft 200 ft of CITY 4-0 410\ PROPERTY*Ar y s 0� } Tb TA III_ s ff R ` low 41 Fallon A venue Impro vements Ilrtillc City of Monticello, Minnesota ST. HENRY'S CHURCH +µ+ OPOSED REMOVAL OF STREET STUB +�j ► + oM THE CONSTRUCTION PLANS y 10 I +/4F As R a� 1 Legend _ Q Roadway Concrete Median/Curb Q Bituminous Trail Concrete Sidewalk Landscaping �* Bridge a 0 Truck Apron Af +' Q Future Trail Q Future Walk Properties North of 7th Street - August 6, 2018'