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City Council Agenda Packet 03-11-2019
AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, March 11, 2019 — 6:30 p.m. Mississippi Room, Monticello Community Center 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 February 25, 2019 • Regular Meeting Minutes from February 25, 2019 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 F. Council Liaison Updates • Highway 25 Coalition • IEDC • Planning Commission • BCOL G. Department Updates • City Administrator Update • Building Safety Update • WWTP Operations Award 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 2019-19 accepting donations of $2,000 from Monticello Lions for a new rescue saw for Fire Department, $500 from US Bank for ballfields, and twelve trees from UMC with value of $391.20 E. Consideration of approving the finance director to attend the 2019 GFOA conference in Los Angeles, CA from May 18, 2019 — May 22, 2019 at estimated cost of $1,950 F. Consideration of approving a Special Event Permit for Rivers of Hope "Walk a Mile in Her Shoes" event on June 20, 2019. Applicant: Rivers of Hope G. Consideration of adopting Resolution 2019-20 supporting Live Wright SHIP program H. Consideration of adopting Resolution 2019-21 stating intent to reimburse from bond proceeds for the Fallon Avenue Overpass, City Project No. 16C006 I. Consideration of approving purchase of a new washer/extractor for the new fire station from BDS Laundry in the amount of $8,695 J. Consideration of approving purchase of a new air compressor/fill station for the new fire station from Alex Air Apparatus in the amount of $50,233 K. Consideration of approving a Development Stage Planned Unit Development for Vehicle Sales & Rental for a Recreational Vehicle Dealership, and Preliminary Plat for Groveland Fifth Addition (revised application). Applicant: Monticello RV — Scott Kunz L. Consideration of approving an agreement between the City of Monticello and BNSF for the installation of the crossing surfaces at Washington Street, Ramsey Street, and Cedar Street M. Consideration of adopting Resolution 2019-22 approving amendments to the designated Municipal State Aid Street System 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of establishing and appointing a 2040 Monticello Community Vision & Comprehensive Plan Proposal Review Sub -Committee 5. Added Items 6. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, February 25, 2019 — 5 p.m. Academy Room City Hall - Monticello Community Center Present: Brian Stumpf, Jim Davidson, Charlotte Gabler, Lloyd Hilgart Absent: Bill Fair Others: City staff: Jeff O'Neill, Wayne Oberg, Rachel Leonard, Angela Schumann, Jim Thares, Matt Leonard Other: Wright County Commissioner Darek Vetsch 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5 p.m. 2. 5 p.m. Ellison House Update Jeff O'Neill, City Administrator, gave a brief overview on the house and the Request For Proposal (RFP) process and requirements. Ten parties walked through the house, most stating that the home had challenges. Two offers were received, one for $20,000 and one for $500. In staff's opinion the city should receive at least the value of the land. The property consists of two city lots and one service line. Mr. O'Neill stated options for the site which include selling as is or demolishing the house and selling the lots. Discussion ensued among City Council which included options of gaining the maximum amount of revenue possible. Lot prices, lot size, the historical character of the home, and cost of demolition were all debated. There was a concern that the existing home won't be brought to the standard that the city sets and it may be a better option to sell the lots for something new. Bob Crane addressed the City Council and stated the house should be saved and brought back to its original character. In his opinion the home will need $100,000 - $110,000 worth of work at a minimum. The concern in the RFP was the stipulation of living in the home for five years. Emma and Patrick Gordon commented on the house and feel that it is an asset to the city. They would be willing to submit a plan. Mayor Stumpf is not in favor of selling on the open market as he feels it is too risky. Councilmember Hilgart agreed. The City Council discussed once again conducting a RFP process. The RFP will include setting a minimum price, taking out the five year requirement, and setting the standard that the home to be completed by 12-31-2020. Mayor Stumpf expressed that the sale is not about the money but about recouping city costs and reinvesting in the community or memorial to Ellison Family. Councilmember Gabler moved approval of releasing the RFP with changes noted above and a minimum price set at $30,000 and submittal of a plan. Mayor Stumpf seconded the motion. Motion carried unanimously. City Council Special Meeting Minutes — February 25, 2019 3. 5:30 p.m. Highway 25 Coalition Discussion Jeff O'Neill introduced a resolution for adoption by the City Council supporting the economic development analysis of TH 25 transportation improvements connecting I-94 to US 10. Mr. O'Neill provided a history of the city's growth and transportation issues and how the Highway 25 Coalition was established. He then presented the current issue and disagreement among the group around options for a future river crossing. Monticello and Wright County expressed opposition to Option E moving forward because it would be detrimental to Monticello, however any of the other options were viable. A letter from Sherburne County, City of Big Lake, City of Becker, Becker Township, and Big Lake Township was distributed to the City Council. The letter spoke of the importance of the Highway 25 Coalition for transportation purposes and development potential. Given the development potential, Monticello would like the coalition to agree to a complementary study that looks at the broader impact that includes economic development opportunities of all options, including Option E. Council and staff discussed the issues facing Monticello including local and regional transportation, development, and infrastructure. A development study would provide additional data that will guide the decision making process of all communities within the Highway 25 Coalition. Commissioner Vetsch stated that it is important to look at development on both sides of the river. Mayor Stumpf asked about the cost of the study. Mr. O'Neill responded the cost is unknown until a final scope is determined, however, the Coalition has adequate funds to fund the study. In addition, the Mayor noted that there may be grants available to assist with funding. The resolution will be brought forward for consideration at the regular meeting. Mayor Stumpf requested that this resolution, if approved, be provided to the Coalition prior to their meeting February 28, 2019. 4. Adjournment By consensus the meeting was adjourned at 6:09 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — February 25, 2019 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, February 25, 2019 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Mayor Brian Stumpf, Jim Davidson, Charlotte Gabler, and Lloyd Hilgart Absent: Bill Fair 1. General Business A. Call to Order & Pledge of Allegiance Mayor Stumpf called the meeting to order at 6:30 p.m. B. Approval of Agenda Mayor Stumpf requested to add item 4B — Consideration of adopting Resolution 2019-18 in support of Economic Development Analysis of TH 25 transportation improvements connecting I-94 to US 10. Councilmember Gabler moved to approve the agenda with the addition of 4B. Councilmember Hilgart seconded the motion. Motion carried unanimously. C. Approval of Minutes Snecial Meeting Minutes from FebrupTv 11. 2019 Councilmember Gabler moved to approve the special meeting minutes of February 11, 2019. Councilmember Davidson seconded the motion. Motion carried unanimously. Regular Meeting Minutes from Febryary 11, 2019 Councilmember Gabler moved to approve the regular meeting minutes of February 11, 2019. Councilmember Davidson seconded the motion. Motion carried unanimously. D. Citizen Comments • Councilmember Gabler thanked Public Works for their efforts with snow removal. E. Public Service Announcements • Spring Tree Sale — residents can purchase up to 3 trees per household. There are five varieties. The cost is $35 per tree and forms are due by March 15. The pick-up day is Saturday, May 4. F. Council Liaison Updates • EDA — Councilmember Davidson provided an update. Items included: subordination contract with Rivertown Residential Suites LLC; grant for Rivertown Residential Suites LLC for underground parking; workshop on affordable housing with CMHP; and workshop on Fagade Improvement Grant Program. City Council Minutes — February 25, 2019 Page 1 14 G. Department Updates Jeff O'Neill, City Administrator, gave an update on the following: 1. Regarding Coalition of Utility Cities: - Draft legislation that would create a grant account for transitioning host cities funded by annual distributions from the Renewable Development Account. - A bill modifying the existing administrative challenge process for state assessed property valuation. 2. Jeff O'Neill, Fire Chief Mossey, and Fire Marshal/Emergency Coordinator Dan Klein will be testifying on February 26, 2019 in support of legislation granting sales tax exemption for purchases related to Monticello fire station. 3. EDA is holding a special meeting on Block 52 on Wednesday, March 13. 4. The Becker Energy Transition Advisory Group is meeting in Becker on February 27 at 5 p.m. 5. A Nuclear Energy Institute transportation tabletop exercise has been scheduled for May 21, 2019 at the Prairie Island Nuclear Plant. 6. The Comprehensive Plan update with be discussed with Monticello Township at an upcoming meeting. 7. Recognized Jennifer Schreiber for her designation at Minnesota Certified Municipal Clerk. 2. Consent Agenda: Councilmember Hilgart moved approval of the Consent Agenda with Item L being tabled. Councilmember Gabler 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 $753,278.16. B. Consideration of approving new hires/departures. Recommendation: Approved the hires for MCC and termination for MCC. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: Approved as submitted. D. Consideration of approving a temporary charitable gambling permit for a raffle to be conducted by the Wright County Ducks Unlimited, Chapter 39, in conjunction with their annual banquet on May 6, 2019. Recommendation: Approved the charitable gambling permit. E. Consideration of adopting Ordinance 713 approving amendment to Title 3, Chapter 20 — Mobile Food Units, to increase allowable length of food unit. Recommendation: Adopted Ordinance 713 approving amendment to Title 3, Chapter 20. F. Consideration of renewing membership in the I-94 West Corridor Coalition for 2019 in the amount of $6,799.50. Recommendation: Approval renewal of membership in the I-94 West Corridor Coalition. City Council Minutes — February 25, 2019 Page 2 14 G. Consideration of approving a donation from Advanced First Aid Inc. of a Phillips Heartstart Defibrillator with a value of $1,952 for the Fire Department and a donation from the Monticello Lions of $2,000 for Music on the Mississippi. Recommendation: Adopted Resolution 2019-14 approving the donations. Mayor Stumpf recognized the donors. H. Consideration of approving the Finance/Payroll Clerk to attend 2019 SNUG (Springbrook National User Group) User Conference Training in Portland, OR on June 12-14, 2019 at an estimated cost of $2,075. Recommendation: Approved the Finance/Payroll Clerk to attend 2019 SNUG User Conference. L Consideration of adopting Resolution 2019-17 approving plans and specifications and authorizing advertisement of bids for the Fallon Avenue Landscaping Project, City Project No. 16C006. Recommendation: Adopted Resolution 2019-17 approving plans and specifications and authorizing advertisement of bids for Fallon Avenue Landscaping Project. J. Consideration of authorizing Bolton and Menk, Inc. to provide engineering services at a cost not to exceed $11,725 for the 2019 Pedestrian Improvements project. Recommendation: Authorized Bolton and Menk for cost not to exceed $11,725 for engineering services for 2019 Pedestrian Improvements. K. Consideration of approving final plat for Clear Creek 2nd Addition. Applicant: Clear Creek Land Company, LLC. Recommendation: Approved final plat for Clear Creek Second Addition. L. Consideration of approving purchase of a new air compressor/fill station for the new fire station from Alex Air Apparatus in the amount of $52,039. Recommendation: Item was tabled. M. Consideration of adopting a Frozen Water Pipe Policy. Recommendation: Approved the Frozen Water Pipe Policy. 4. Regular Agenda A. Consideration of an appeal of the Planning Commission's denial of a variance to Chapter 4.5 Signs for a fortv (40) foot pvlon sign. Applicant: Twin Citv Staffing Steve Grittman, NAC, provided an overview of the appeal, which is the property owner's appeal of the Planning Commission's denial. The applicant constructed a sign at the height of 30 feet. This exceeded the base zoning allowable sign height of 22 feet, but took advantage of the allowance in the Freeway Bonus Sign Overlay District for such signs up to 32 feet in height. They requested to increase to 40 feet because of their concerns that the view of their sign is obstructed by the Morton Building Sign. The Planning Commission, acting as the Board of Adjustment and Appeals, voted to deny noting that the applicants had other options to comply with the code and improve visibility of the sign. In addition, the applicant's sign was constructed after the Morton Building Sign had already been in place for some time. The following individual addressed the City Council: City Council Minutes — February 25, 2019 Page 3 14 Mike Miner, Twin City Staffing, addressed the Council. The applicant distributed new images to the Council and staff. They noted that they amended their request to bring the sign to height of at least 35 feet. Mayor Stumpf commented that he feels the request is reasonable. Councilmember Davidson added that he appreciates the fact that the applicant researched other options as recommended. Councilmember Hilgart commented that his only concern is that the city has rules for reason. Councilmember Gabler would support the additional 5 feet. Staff recommended denial of the variance request of 40 feet because there were other options for sign location and design on the property that would comply with the terms without variance. Mayor Stumpf moved to adopting Resolution 2019-16, approving the appeal, overturning the denial decision of the Planning Commission for the proposed variance for sign height as requested by the applicants, based on the findings in said resolution, including the shape of the parcel and presence of a large drainage utility easement and swale, and granting a variance of up to an additional 5 feet. Councilmember Gabler seconded the motion. Motion carried unanimously. B. ADDED ITEM: Consideration of adontin2 Resolution 2019-18 in sunnort of Economic Development Analysis of TH 25 trans_nortation im_nrovements connecting I-94 to US 10. Mayor Stumpf presented the item which was discussed in a special meeting prior r to this regular meeting. Mayor Stumpf noted that, if approved, the resolution would be presented to the Highway 25 Coalition meeting on Thursday, February 28, 2019. Jeff O'Neill commented on the city's involvement in the Highway 25 Coalition and the value it brings to the area. This resolution would request that an economic development component be added to the scope of the study. If the group agrees there will be additional cost. Councilmember Gabler moved to adopt Resolution 2019-18 in support of Economic Development Analysis of TH 25 transportation improvements connecting I-94 to US 10. Councilmember Hilgart seconded the motion. Motion carried unanimously. 5. Adiournment: By consensus, the meeting was adjourned at 7:03 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes — February 25, 2019 Page 4 14 City Council Agenda: 3/11/2019 2A. Consideration of avvrovin2 vavment 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 $657,219.83. 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 Printed: 03/01/2019 - 11:54AM Batch: 00215.02.2019 - 215.02.2019 Moiiii6effo Y Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 ACH Enabled: True 2/28/2019 5843395-4 - DMV 86.29 02/28/2019 217-41990-438100 2/28/2019 5863599-6 - Animal Shelter 179.41 02/28/2019 101-42700-438100 2/28/2019 5806932-9 - Parks (113 River St) 123.78 02/28/2019 101-45201-438100 2/28/2019 5821009-5 - Fire Station 646.09 02/28/2019 101-42200-438100 2/28/2019 5799425-3 - Public Works 818.31 02/28/2019 101-43127-438100 2/28/2019 5799427-9 - Public Works 170.08 02/28/2019 101-43127-438100 2/28/2019 5820786-1 - Public Works 269.43 02/28/2019 101-43127-438100 2/28/2019 5837384-6 - Public Works 2,049.92 02/28/2019 101-43127-438100 2/28/2019 5864452-7 - Library 617.39 02/28/2019 101-45501-438100 2/28/2019 5788570-9 - Hi Way Liquor 525.76 02/28/2019 609-49754-438100 2/28/2019 5804618-6 - Parks (Fallon) 14.00 02/28/2019 101-45201-438100 2/28/2019 5768542-2 - City Hall 435.40 02/28/2019 101-41940-438100 2/28/2019 5768542-2 - MCC 10,068.53 02/28/2019 226-45126-438100 2/28/2019 5768542-2 - Senior Center 163.27 02/28/2019 101-45175-438100 2/28/2019 5768542-2 - National Guard 217.70 02/28/2019 101-42800-438100 2/28/2019 5828859-8 - Storage Garage 62.04 02/28/2019 101-41940-438100 2/28/2019 8235331-9 - Prairie Center 179.46 02/28/2019 101-41941-438100 2/28/2019 8235333-5 - Prairie Center (U FAB) 64.25 02/28/2019 101-41941-438100 2/28/2019 8000015233-2 - WWTP 6,927.84 02/28/2019 602-49480-438100 2/28/2019 6401745330-5 - 349 W Broadway (EDA) 259.97 02/28/2019 213-46522-438100 Check Total: 23,878.92 Vendor: 4394 DAXKO, LLC Check Sequence: 2 ACH Enabled: True 42073 PWC CC Gateway Fee - Jan 197.30 02/28/2019 226-45122-443980 Check Total: 197.30 Vendor: 5188 HEALTHY CONTRIBUTIONS Check Sequence: 3 ACH Enabled: True 2/19/2019 AARP Supplement/At Your Best - Dec 2018 8.55 02/28/2019 226-45122-430900 Check Total: 8.55 AP -Computer Check Proof List by Vendor (03/01/2019 - 11:54 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 4 ACH Enabled: True January January Sales Tax - Hi Way Liquor 40,155.11 02/28/2019 609-00000-208100 January January Sales Tax - Hi Way Liquor -0.11 02/28/2019 609-00000-362900 January January Sales Tax - General 168.20 02/28/2019 101-00000-208100 January January Sales Tax - General -0.20 02/28/2019 101-00000-362900 January January Waste Tax - General 101.31 02/28/2019 101-00000-208120 January January Waste Tax - General -0.31 02/28/2019 101-00000-362900 January January Sales Tax - MCC 8,449.02 02/28/2019 226-00000-208100 January January Sales Tax - MCC -0.02 02/28/2019 226-45122-362900 January January Sales Tax - Water 115.47 02/28/2019 601-00000-208100 January January Sales Tax - Water -0.47 02/28/2019 601-00000-362900 Check Total: 48,988.00 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 5 ACH Enabled: True February 2019 MCC CC Fees (WF - Front Desk - 0997) 1,835.41 02/28/2019 226-45122-443980 February 2019 MCC CC Fees (WF -Online - 0996) 36.55 02/28/2019 226-45122-443980 February 2019 MCC CC Fees (iAccess - Fmrs Mkt - 1476) 87.90 02/28/2019 226-45127-431992 February 2019 Liquor Store CC Fees (WF - 0990) 6,072.76 02/28/2019 609-49754-443980 February 2019 City Hall CC Fees (WF - 0999) 91.67 02/28/2019 101-41520-443980 February 2019 Utility CC Fees (Bluefin) 1,002.50 02/28/2019 601-49440-443980 February 2019 Utility CC Fees (Bluefin) 1,002.49 02/28/2019 602-49490-443980 February 2019 Utility CC Fees (AmEx) 22.02 02/28/2019 602-49490-443980 February 2019 Utility CC Fees (AmEx) 22.02 02/28/2019 601-49440-443980 February 2019 Liquor Store Refund 2/2019 13.17 02/28/2019 609-49754-443100 February 2019 Wells Fargo account interest earnings -241.68 02/28/2019 101-00000-362110 February 2019 Wells Fargo account bank charges 1,237.40 02/28/2019 101-41520-443980 Check Total: 11,182.21 Vendor: 1585 XCEL ENERGY Check Sequence: 6 ACH Enabled: True 2/28/2019 51-6572904-0 -WWTP 12/3-1/6/19 15,786.00 02/28/2019 602-49480-438100 2/28/2019 51-6505905-0 -Water 12/3-1/5/19 8,110.95 02/28/2019 601-49440-438100 2/28/2019 51-6505906-1 -Sewer 10/31-12/3/19 1,345.81 02/28/2019 602-49490-438100 2/28/2019 51-0395766-0 -Ramsey Pumphouse 1/5-2/4/19 1 1,218.47 02/28/2019 601-49440-438100 2/28/2019 51-4271112-2 - Library 1/5-2/4/19 923.33 02/28/2019 101-45501-438100 2/28/2019 51-6505907-2 - Parking Lots 12/28-1/27/19 78.82 02/28/2019 101-43160-438100 2/28/2019 51-6505907-2 - Parking Lots 12/3-1/8/19 337.21 02/28/2019 101-43160-438100 2/28/2019 ZZZNEP-IMPLEM- 51-6505908-3 - Civil Defer 17.84 02/28/2019 101-42500-438100 2/28/2019 51-6505909-4 - DMV & Food Shelf 187.33 02/28/2019 217-41990-438100 2/28/2019 51-6505910-7 - Liquor Store 12/3-1/5/19 1,627.15 02/28/2019 609-49754-438100 2/28/2019 51-6505911-8 - City Hall 12/3-1/5 1,482.87 02/28/2019 101-41940-438100 2/28/2019 51-6505911-8 - MCC 12/3-1/5 6,716.54 02/28/2019 226-45126-438100 AP -Computer Check Proof List by Vendor (03/01/2019 - 11:54 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 2/28/2019 51-6505911-8 - Senior Center 12/3-1/5 348.91 02/28/2019 101-45175-438100 2/28/2019 51-6505911-8 - National Guard 12/3-1/5 174.46 02/28/2019 101-42800-438100 2/28/2019 51-6505912-9 - Animal Shelter 12/3-1/6/19 133.20 02/28/2019 101-42700-438100 2/28/2019 51-6505913-0 - Fire Station 12/3-1/6/19 565.03 02/28/2019 101-42200-438100 2/28/2019 51-6505914-1 - Shop/Garage 10/31-12/3/19 1,136.56 02/28/2019 101-43127-438100 2/28/2019 51-6505915-2 - Parks 1/5-2/4/2019 1,437.84 02/28/2019 101-45201-438100 2/28/2019 51-6505915-2 - Water - ice rinkl/5-2/4/2019 100.43 02/28/2019 601-49440-438100 2/28/2019 51-6505915-2 - NSP Ballfield - Cons. & Sec. lig 39.14 02/28/2019 101-45203-438100 2/28/2019 51-6505915-2 - NSP Softball Assoc. 1/5-2/4/201 219.37 02/28/2019 101-45203-438100 2/28/2019 51-0012373707-8 - Streets 299 Chelsea Rd 10.78 02/28/2019 101-43160-438100 2/28/2019 51-0012349748-6 - Streets 303 Washington 6.41 02/28/2019 101-43160-438100 2/28/2019 51-0371645-4 Swan Cam 12/3-1/6/2019 17.85 02/28/2019 101-45201-438100 2/28/2019 51-7780310-4 Bldg. Inspec. Garage 12/3-1/6/20' 67.60 02/28/2019 101-41940-438100 2/28/2019 51-9391437-3 - 118 W. 6th St. 12/3-1/6/2019 509.67 02/28/2019 101-41941-438100 Check Total: 42,599.57 Total for Check Run: 126,854.55 Total of Number of Checks: 6 The preceding list of bills payable was reviewed and approved for payment. Date: 3/11/2019 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (03/01/2019 - 11:54 AM) Page 3 Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 03/06/2019 - 12:05PM Batch: 00202.03.2019 - 202.03.2019 AP Invoice No Description Vendor: 2139 ADVANCED FIRST AID INC 0219-893 Enabled: Lifepak 500 Lith. battery; Defib. Electrode pads 578.38 03/12/2019 Check Total: Vendor: 2407 ALL ELEMENTS 6200 PW leaking bathroom- HVAC unit (3) stretch ho Check Total: Vendor: 1977 ANCOM COMMUNICATIONS INC 85490 Enabled: Utility 8 - (2) radio antenna 76.00 03/12/2019 Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3326075 resale - beer Check Total: Vendor: 1046 AUTHORITY FENCE & DECK INC 293934 Enabled: (12) vinyl coated gate corners 109.60 03/12/2019 Check Total: Vendor: 1065 BELLBOY CORPORATION 68416500 resale - liquor 68416500 resale - wine 68416500 freight 68513400 Enabled: resale - liquor 68513400 03/12/2019 freight 68513400 resale - wine 99058200 freight 99058200 resale - mix Amount Payment Date Acct Number Check Sequence: 1 338.00 03/12/2019 101-42200-421990 338.00 Moiiii6effo Y Reference ACH Enabled: True AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 1 Check Sequence: 2 ACH Enabled: True 578.38 03/12/2019 101-43127-440100 578.38 Check Sequence: 3 ACH Enabled: False 76.00 03/12/2019 101-42200-421990 76.00 Check Sequence: 4 ACH Enabled: False 109.60 03/12/2019 609-49750-425200 109.60 Check Sequence: 5 ACH Enabled: False 99.12 03/12/2019 101-45201-421650 99.12 Check Sequence: 6 ACH Enabled: True 1,785.40 03/12/2019 609-49750-425100 240.00 03/12/2019 609-49750-425300 35.26 03/12/2019 609-49750-433300 1,209.16 03/12/2019 609-49750-425100 32.71 03/12/2019 609-49750-433300 256.00 03/12/2019 609-49750-425300 0.12 03/12/2019 609-49750-433300 28.00 03/12/2019 609-49750-425400 AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 99091300 asst. bags 163.00 03/12/2019 609-49754-421990 99091300 freight 0.75 03/12/2019 609-49750-433300 Check Total: 3,750.40 Vendor: 1067 BERNICK'S Check Sequence: 7 ACH Enabled: False 107545 resale - pop, water, V8, Gatorade, juice, 499.56 03/12/2019 226-45125-425410 107548 resale - soda pop 165.05 03/12/2019 609-49750-425400 107548 resale -juice 16.40 03/12/2019 609-49750-425500 107549 resale - beer 1,127.35 03/12/2019 609-49750-425200 108235 For Parties - pop 509.50 03/12/2019 226-45123-421460 110138 resale - pop, water, 102.55 03/12/2019 226-45125-425410 110139 resale - soda pop 51.15 03/12/2019 609-49750-425400 110139 resale juice 32.80 03/12/2019 609-49750-425500 110140 resale - beer 1,577.45 03/12/2019 609-49750-425200 Check Total: 4,081.81 Vendor: 5025 BEVERAGE LINE SERVICE LLC Check Sequence: 8 ACH Enabled: False 1534 Cleaned Tap Beer Lines (2) 45.00 03/12/2019 226-45123-431990 Check Total: 45.00 Vendor: 3632 BRIAN BRAMLEY Check Sequence: 9 ACH Enabled: True 12654 SCBA (warranty) valve assembly shipping 12.20 03/12/2019 101-42200-421990 Check Total: 12.20 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 10 ACH Enabled: False 1080932828 resale -liquor 2,863.78 03/12/2019 609-49750-425100 1080932828 resale- wine 135.64 03/12/2019 609-49750-425300 1080932828 freight 38.65 03/12/2019 609-49750-433300 1080932829 resale - beer 55.40 03/12/2019 609-49750-425200 1080936290 resale - liquor 2,186.09 03/12/2019 609-49750-425100 1080936290 resale - wine 738.00 03/12/2019 609-49750-425300 1080936290 resale - mix 44.00 03/12/2019 609-49750-425400 1080936290 freight 48.42 03/12/2019 609-49750-433300 1080936291 resale - beer 122.75 03/12/2019 609-49750-425200 Check Total: 6,232.73 Vendor: 2890 BROTHERS FIRE PROTECTION CO Check Sequence: 11 ACH Enabled: True 29042 February 2019 - Hood Inspection & Links 120.00 03/12/2019 226-45126-431990 AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 2 Invoice No Description Amount Payment Date Acct Number 120.00 Check Total: Vendor: 1086 BURNHAM COMPANIES LLC 5366 03/12/2019 Swan Park - remove & haul Willow brush/logs - 5,800.00 Check Total: Vendor: 4646 CAPITOL BEVERAGE SALES L.P. 2224839 03/12/2019 resale - beer 2227733 03/12/2019 resale - beer 2227733 03/12/2019 resale - beer n/a 2230193 03/12/2019 resale - beer 47,118.95 Check Total: Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC 8153037 03/12/2019 resale - beer 70.00 Check Total: Vendor: 1106 CENTRAL MCGOWAN INC 00045726 03/12/2019 Monthly Tank Rental 00262908 03/12/2019 Bulk Carbon Dioxide (532 lbs) 200.40 Check Total: Vendor: 1973 CLIMATE MAKERS INC 61447 03/12/2019 Upgrade HVAC @ MCC - Payment #3 77,942.66 Check Total: Vendor: 3831 RAELYNN COOK 2/25/2019 03/12/2019 Mileage Reimbursement - Feb 2019 (98.5 miles) 71.48 Check Total: Vendor: 1129 DAHLHEIMER BEVERAGE LLC 1399475 03/12/2019 resale - beer 1399504 03/12/2019 resale- beer 1399518 03/12/2019 resale - beer 1399540 03/12/2019 resale - beer 200384 03/12/2019 resale - beer 200384 03/12/2019 resale - beer n/a 200463 03/12/2019 resale - beer credit Amount Payment Date Acct Number 120.00 Check Sequence: 12 5,800.00 03/12/2019 101-46102-431990 5,800.00 Check Sequence: 13 19,194.10 03/12/2019 609-49750-425200 12,879.90 03/12/2019 609-49750-425200 40.00 03/12/2019 609-49750-425400 15,004.95 03/12/2019 609-49750-425200 47,118.95 Check Sequence: 14 70.00 03/12/2019 609-49750-425200 70.00 Check Sequence: 15 65.00 03/12/2019 226-45124-421600 135.40 03/12/2019 226-45124-421600 200.40 Check Sequence: 16 77,942.66 03/12/2019 226-45126-453010 77,942.66 Check Sequence: 17 71.48 03/12/2019 101-41520-433100 71.48 Check Sequence: 18 2,064.70 03/12/2019 609-49750-425200 248.80 03/12/2019 609-49750-425200 4,921.55 03/12/2019 609-49750-425200 208.80 03/12/2019 609-49750-425200 17,485.47 03/12/2019 609-49750-425200 204.05 03/12/2019 609-49750-425400 -68.00 03/12/2019 609-49750-425200 Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 3 Invoice No Description 200490 resale - beer 200691 resale - beer 200691 resale - beer n/a 200970 resale - beer 201480 resale - beer credit Amount Payment Date Acct Number 50.80 Check Total: Vendor: 4475 DAKOTA SUPPLY GROUP E544513 609-49750-425200 Run Capacitator for Blower Motor 03/12/2019 Check Total: Vendor: 1131 DAMA METAL PRODUCTS INC 15029 -514.05 S-3 Model F.D. Key Box w/ Tamper SW (12) 03/12/2019 609-49750-425200 Check Total: Vendor: 1147 DOUBLE D ELECTRIC INC 24021 Friendship Island Space @ Prairie Center - Lighl Check Total: Vendor: 1153 ECM PUBLISHERS INC 671279 Ordinance 707A- Ad# 905549 671280 Ordinance 708A- Ad# 905652 671281 201847 - Rezoning Planned Unit Development/k 673091 Ordinance 711A - Ad# 907583 673092 Ordinance 712A - Ad# 907588 674651 2019 Crack Seal Project - Ad# 907935 674652 18C001 - 2018 Pedestrian Improve Bid - Ad# 90 Check Total: Vendor: 5033 ENTERTAINMENT PROTECTION GROUP, L 15755 Security Coverage - 2/16/19 15779 Security Coverage - 2/22/19 Check Total: Vendor: 4973 MICHELLE EWING 3/5/2019 TIF 1-22 Moving Costs - Final Payment Check Total: Amount Payment Date Acct Number 50.80 03/12/2019 609-49750-425200 20,520.09 03/12/2019 609-49750-425200 132.00 03/12/2019 609-49750-425400 136.00 03/12/2019 609-49750-425200 -514.05 03/12/2019 609-49750-425200 45,390.21 6.49 6.49 2,060.00 2,060.00 1,500.00 1,500.00 130.76 250.75 110.76 147.68 138.45 389.20 683.02 1,850.62 167.70 153.17 320.87 5,455.87 5,455.87 Check Sequence: 19 03/12/2019 226-45126-422990 Check Sequence: 20 03/12/2019 101-42400-421990 Check Sequence: 21 03/12/2019 226-45126-440100 Check Sequence: 22 03/12/2019 101-41910-435100 03/12/2019 101-41910-435100 03/12/2019 101-41910-435100 03/12/2019 101-41310-435100 03/12/2019 101-41310-435100 03/12/2019 101-43120-435100 03/12/2019 400-43300-459013 Check Sequence: 23 03/12/2019 226-45123-431992 03/12/2019 226-45123-431992 Check Sequence: 24 03/12/2019 213-46522-443990 Reference ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 4 Invoice No Description Vendor: 2174 FINANCE AND COMMERCE 744165755 18C001 - 2018 Pedestrian Improvement Bids Check Total: Vendor: 1712 DARYL GILLES 2265 boat - refinish interior boat 2267 Engine 4 - replace wheel lip molding- left side p� 270.42 Check Total: Vendor: 1859 GODFATHER'S EXTERMINATING INC 139028 Pest Control - Mice (Prairie Center) 139050 Pest Control - Ants (MCC) 139051 Enabled: Pest Control - Ants (DMV) 139052 Pest Control - Ants (Library) 139053 Pest Control -Pest Control - H -Way Liquor 645.00 Check Total: Vendor: 1413 GOPHER STATE ONE CALL INC 9020588 Feb. 2019 (20) locates - FNM 1/2 9020588 Feb. 2019 (20) locates - Waterl/2 Check Total: Vendor: 4791 GERALD HANSON 2/28/2019 ACH Reimburse for Disposal of Assorted PC's, Monit4 False 50.00 Check Total: Vendor: 4650 JASEN HOGLUND 01218 (8) custom lettering 01218 03/12/2019 (11) custom lettering BAseball/Softball signs 01218 asst. vehicle numbers - custom lettering 35.00 Check Total: Vendor: 1237 ROGER HOGLUND boots 2018-19 50.00 boots- reimbursment 2018-19- Intl. $90 pd. w/ V 03/12/2019 101-45501-431990 Check Total: Vendor: 4218 HOHENSTEINS, INC 124053 03/12/2019 resale - beer Amount Payment Date Acct Number Reference Check Sequence: 25 ACH Enabled: False 270.42 03/12/2019 400-43300-459013 270.42 Check Sequence: 26 ACH Enabled: False 572.12 03/12/2019 101-42200-440500 645.00 03/12/2019 101-42200-440500 1,217.12 Check Sequence: 27 ACH Enabled: False 50.00 03/12/2019 101-41941-431990 80.00 03/12/2019 226-45126-431990 35.00 03/12/2019 217-41990-431990 50.00 03/12/2019 101-45501-431990 59.06 03/12/2019 609-49754-431990 274.06 Check Sequence: 28 ACH Enabled: True 13.50 03/12/2019 656-00000-202099 13.50 03/12/2019 601-49440-432770 27.00 Check Sequence: 29 ACH Enabled: True 59.95 03/12/2019 702-00000-443990 59.95 Check Sequence: 30 ACH Enabled: False 240.00 03/12/2019 101-45201-421650 660.00 03/12/2019 101-45203-421990 120.00 03/12/2019 101-43120-421990 1,020.00 Check Sequence: 31 ACH Enabled: True 29.99 03/12/2019 101-43120-420650 29.99 Check Sequence: 32 ACH Enabled: False 872.00 03/12/2019 609-49750-425200 AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 5 Invoice No Description Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Total: Vendor: 1242 HOLIDAY CREDIT OFFICE 02182019 freight acct. # 1400-017-223-399 fuel slips 1/20-2/18/2( resale - wine 1222757 Check Total: Vendor: 2113 I-94 WEST CORRIDOR COALITION 1045 1222758 2019 Membership Dues - I-94 West Coalition 1222758 resale - mix Check Total: Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL April 2019 freight April - Health Insurance - Union Check Total: Vendor: 1830 J P COOKE COMPANY 542024 Dog License Tags (500) Check Total: Vendor: 1259 JJ TAYLOR DISTRIBUTING 2932293 resale - beer 2932293 resale - beer n/a 2932293 freight 2932319 resale - beer Check Total: Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. 1221878 resale - liquor 1221878 freight 1221879 freight 1221879 resale - wine 1222757 resale - liquor 1222757 freight 1222758 freight 1222758 resale - wine 1222758 resale - mix 1222759 resale - beer 1223957 resale - liquor 1223957 freight Amount Payment Date Acct Number 872.00 324.49 324.49 6,799.50 6,799.50 17,360.00 17,360.00 102.70 102.70 4,752.60 57.60 3.00 1,020.55 5,833.75 1,863.00 26.81 28.30 900.40 7,061.49 107.52 23.21 763.90 154.00 123.00 1,639.64 21.47 Check Sequence: 33 03/12/2019 101-42200-421200 Check Sequence: 34 03/12/2019 101-43111-443300 Check Sequence: 35 03/12/2019 101-00000-217061 Check Sequence: 36 03/12/2019 101-42700-421990 Check Sequence: 37 03/12/2019 609-49750-425200 03/12/2019 609-49750-425400 03/12/2019 609-49750-433300 03/12/2019 609-49750-425200 Check Sequence: 38 03/12/2019 609-49750-425100 03/12/2019 609-49750-433300 03/12/2019 609-49750-433300 03/12/2019 609-49750-425300 03/12/2019 609-49750-425100 03/12/2019 609-49750-433300 03/12/2019 609-49750-433300 03/12/2019 609-49750-425300 03/12/2019 609-49750-425400 03/12/2019 609-49750-425200 03/12/2019 609-49750-425100 03/12/2019 609-49750-433300 Reference 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 (03/06/2019 - 12:05 PM) Page 6 Invoice No Description Amount Payment Date Acct Number 1223958 freight 56.13 03/12/2019 609-49750-433300 1223958 resale - wine 2,805.21 03/12/2019 609-49750-425300 1223958 resale - wine n/a 19.00 03/12/2019 609-49750-425400 1223959 resale - beer 16.00 03/12/2019 609-49750-425200 1226229 resale - liquor 3,121.19 03/12/2019 609-49750-425100 1226229 freight 39.28 03/12/2019 609-49750-433300 1226230 freight 29.80 03/12/2019 609-49750-433300 1226230 resale- wine 827.90 03/12/2019 609-49750-425300 1226230 resale - wine n/a 78.20 03/12/2019 609-49750-425400 1227026 freight 13.41 03/12/2019 609-49750-433300 1227026 resale - liquor 1,311.19 03/12/2019 609-49750-425100 1227027 resale - wine 2,636.40 03/12/2019 609-49750-425300 1227027 freight 98.35 03/12/2019 609-49750-433300 1227976 freight 77.33 03/12/2019 609-49750-433300 1227976 resale - liquor 7,096.96 03/12/2019 609-49750-425100 1227977 resale - wine 1,813.90 03/12/2019 609-49750-425300 1227977 resale - mix 35.00 03/12/2019 609-49750-425400 1227977 freight 56.63 03/12/2019 609-49750-433300 1229247 resale - liquor 1,297.00 03/12/2019 609-49750-425100 1229247 freight 19.37 03/12/2019 609-49750-433300 1229248 freight 8.94 03/12/2019 609-49750-433300 1229248 resale - wine 513.40 03/12/2019 609-49750-425300 1232060 freight 82.74 03/12/2019 609-49750-433300 1232060 resale - liquor 5,911.84 03/12/2019 609-49750-425100 1232061 resale - wine 853.40 03/12/2019 609-49750-425300 1232061 freight 20.86 03/12/2019 609-49750-433300 518858 resale - liquor credit inv. # 1178627 -333.00 03/12/2019 609-49750-425100 518858 freight credit inv. # 1178627 -1.49 03/12/2019 609-49750-433300 527392 freight credit inv. 9 1216791 -1.49 03/12/2019 609-49750-433300 527392 resale - liquor credit inv. # 1216791 -127.00 03/12/2019 609-49750-425100 527637 resale - liquor credit inv. # 1216791 -122.00 03/12/2019 609-49750-425100 527637 freight credit inv. # 1216791 -1.49 03/12/2019 609-49750-433300 527638 resale -liquor credit inv. # 1187016 -3.33 03/12/2019 609-49750-425100 528655 resale - liquor credit inv. #1221257 -129.86 03/12/2019 609-49750-425100 528655 freight credit inv. #1221257 -1.49 03/12/2019 609-49750-433300 529112 resale - liquor credit inv. # 12222757 -47.00 03/12/2019 609-49750-425100 529112 freight credit inv. # 12222757 -1.49 03/12/2019 609-49750-433300 Check Total: 40,782.53 Vendor: 1741 KENNETH KAKO Check Sequence: 39 02152019 EMT Training - (2) meals 2/9 & 2/10 26.16 03/12/2019 101-42200-433100 Reference ACH Enabled: True AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 7 Invoice No Description Check Total: AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Amount Payment Date Acct Number Reference 26.16 Check Total: Vendor: 5159 KELTEK INC. 26088 120 watt power adapter - Fire Check Total: Vendor: 1270 KENNEDY AND GRAVEN CHARTERED MN190-00101 General EDA- thru 1/31/19 MN190-00156 TIF District 40 (Briggs Housing) - Jan 2019 MN325-00038 112 W River St - thru 1/31/19 MN325-00040 Business Facade Grant Program - Jan 2019 Check Total: Vendor: 3829 STEVE LANGANKI 1168 (6) Porta Toilet Rental- 12/24-2/17/2019 Check Total: Vendor: 2626 HARRY LANTTO 2/27/2019 Planning Commission Meeting Recording 2/26/1 2/27/2019 City Council Meeting Recording 2/25/19 Enabled: Check Total: Vendor: 1290 LEAGUE OF MINNESOTA CITIES 289500 2109 Safety & Loss Control Workshop (RL) Check Total: Vendor: 4456 LUPULIN BREWING LLC 19115 resale - beer 213-00000-220110 Check Total: Vendor: 1300 DOUGLAS WILLIAM LYSENG 1383 On Site IT Services - February 2019 - MCC 1383 On Site IT Services - February 2019 - DMV 1383 On Site IT Services - February 2019 1383 USB C to HDMI Adaptor for Fire Chief Check Total: AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Amount Payment Date Acct Number Reference 26.16 Check Sequence: 40 ACH Enabled: False 126.95 03/12/2019 101-42200-421990 126.95 Check Sequence: 41 ACH Enabled: False 285.00 03/12/2019 213-46301-430400 228.00 03/12/2019 213-00000-220110 95.00 03/12/2019 213-46301-430400 95.00 03/12/2019 213-46301-430400 703.00 Check Sequence: 42 ACH Enabled: True 807.50 03/12/2019 101-45201-431990 807.50 Check Sequence: 43 ACH Enabled: True 60.00 03/12/2019 101-41910-431990 60.00 03/12/2019 101-41110-431990 120.00 Check Sequence: 44 ACH Enabled: False 20.00 03/12/2019 101-41310-433100 20.00 Check Sequence: 45 ACH Enabled: True 459.00 03/12/2019 609-49750-425200 459.00 Check Sequence: 46 ACH Enabled: True 85.00 03/12/2019 226-45122-431990 85.00 03/12/2019 217-41990-431990 765.00 03/12/2019 702-00000-431990 32.99 03/12/2019 101-42200-421990 967.99 Page 8 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 47 ACH Enabled: True 275211 resale - tobacco; soda pop; barware 712.79 03/12/2019 609-49750-425400 275211 resale - Grizzly Chew - RETURN A.H.2-21-19 -29.40 03/12/2019 609-49750-425400 275211 resale - cigarettes 1,272.30 03/12/2019 609-49750-425500 Check Total: 1,955.69 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 48 ACH Enabled: True 21182220 (917) gal. diesel @ $2.53 2,316.22 03/12/2019 101-43120-421200 21182231 (110) gal. unleaded @ $2.08 228.81 03/12/2019 101-43120-421200 21190041 (929) gal. diesel @ $2.94 2,732.20 03/12/2019 101-43120-421200 21190045 (14 1) gal. unleaded @ $2.17 306.44 03/12/2019 101-43120-421200 21196561 (980) gal. diesel @ $2.69 2,634.14 03/12/2019 101-43120-421200 Check Total: 8,217.81 Vendor: 1333 MINNESOTA SECRETARY OF STATE Check Sequence: 49 ACH Enabled: False 2/22/2019 U.C.C. Filing Fee to Collateralize Equipment - E 20.00 03/12/2019 213-46301-443990 Check Total: 20.00 Vendor: 1341 MMKR Check Sequence: 50 ACH Enabled: True 45541 Progress Billing - Audit Servies thru 1/31/19 5,300.00 03/12/2019 101-41540-430100 Check Total: 5,300.00 Vendor: 2512 MONTICELLO PLBG HTG AC LLC Check Sequence: 51 ACH Enabled: False 19139 (250) lbs. salt delivered - Fire 46.75 03/12/2019 101-42200-421990 6502 Labor - repair Coleman furnace Fire Station 140.00 03/12/2019 101-42200-440100 6502 Parts/srvc. ch- repair Coleman furnace Fire Statii 59.60 03/12/2019 101-42200-440100 Check Total: 246.35 Vendor: 1373 MONTICELLO SCHOOL DISTRICT #882 Check Sequence: 52 ACH Enabled: False 2/22/2019 201843 - Escrow Refund HS Sign PUD Adjust 689.75 03/12/2019 101-00000-220110 Check Total: 689.75 Vendor: 4549 ANN MOSACK Check Sequence: 53 ACH Enabled: True 3/1/2019 Mileage Reimbursement - Jan & March (16.4 mi 9.51 03/12/2019 226-45122-433100 Check Total: 9.51 Vendor: 2518 NEOFUNDS BYNEOPOST Check Sequence: 54 ACH Enabled: False 3/3/2019 Postage for Pkgs to Dept Public Safety - Feb 201 128.71 03/12/2019 217-41990-432200 AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 3/3/2019 Postage for Pkg Nat'l Gym Supply - 2/13/19 9.98 03/12/2019 226-45122-432200 Check Total: 138.69 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 55 ACH Enabled: True 58055 Replaced Motor Bearings; Installed New Impellc 822.37 03/12/2019 226-45126-440100 Check Total: 822.37 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 56 ACH Enabled: False 41833 freight 26.25 03/12/2019 609-49750-433300 41833 resale - wine 2,023.00 03/12/2019 609-49750-425300 Check Total: 2,049.25 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 57 ACH Enabled: False 2506196 resale - liquor 3,162.90 03/12/2019 609-49750-425100 2506196 freight 31.28 03/12/2019 609-49750-433300 2506197 freight 19.86 03/12/2019 609-49750-433300 2506197 resale - wine 636.00 03/12/2019 609-49750-425300 2506779 resale - liquor 985.04 03/12/2019 609-49750-425100 2506779 freight 10.73 03/12/2019 609-49750-433300 2507704 freight 4.47 03/12/2019 609-49750-433300 2507704 resale - liquor 506.51 03/12/2019 609-49750-425100 2507705 resale - wine 758.70 03/12/2019 609-49750-425300 2507705 freight 20.86 03/12/2019 609-49750-433300 2509489 freight 40.23 03/12/2019 609-49750-433300 2509489 resale - liquor 2,170.92 03/12/2019 609-49750-425100 2509490 resale - wine 88.00 03/12/2019 609-49750-425300 2509490 freight 2.98 03/12/2019 609-49750-433300 2509908 freight 31.89 03/12/2019 609-49750-433300 2509908 resale - liquor 3,100.38 03/12/2019 609-49750-425100 2510530 resale - liquor 4,259.57 03/12/2019 609-49750-425100 2510530 freight 67.32 03/12/2019 609-49750-433300 2510531 freight 25.33 03/12/2019 609-49750-433300 2510531 resale - wine 570.20 03/12/2019 609-49750-425300 2511409 resale - liquor 1,570.40 03/12/2019 609-49750-425100 2511409 freight 15.27 03/12/2019 609-49750-433300 2511410 freight 69.04 03/12/2019 609-49750-433300 2511410 resale - mix 801.60 03/12/2019 609-49750-425400 2511410 resale - wine 1,144.22 03/12/2019 609-49750-425300 2513261 resale - liquor 1,864.40 03/12/2019 609-49750-425100 2513261 freight 35.76 03/12/2019 609-49750-433300 AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 321428 resale - wine credit inv. #580253 -10.00 03/12/2019 609-49750-425300 321429 resale - liquor credit inv. #2503929 -84.61 03/12/2019 609-49750-425100 321429 fright credit inv. #2503929 -0.25 03/12/2019 609-49750-433300 322254 resale - wine credit inv. #2507705 -41.58 03/12/2019 609-49750-425300 322254 freight credit inv. 92507705 -0.74 03/12/2019 609-49750-433300 Check Total: 21,856.68 Vendor: 1452 RCB ASSOCIATES INC Check Sequence: 58 ACH Enabled: True 12647 #230 antenna; #212 move antenna; #215- repair. 671.70 03/12/2019 101-45201-421650 Check Total: 671.70 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 59 ACH Enabled: True 626888 Food for Concession Resale 654.28 03/12/2019 226-45125-425410 Check Total: 654.28 Vendor: 4962 RENGEL PRINTING COMPANY, INC Check Sequence: 60 ACH Enabled: True 107952 (100) Incident Reports - Fire Dept. 105.00 03/12/2019 101-42200-421990 Check Total: 105.00 Vendor: 4781 RUE 38 LLC Check Sequence: 61 ACH Enabled: False 5057 resale - wine 736.00 03/12/2019 609-49750-425300 5057 freight 10.50 03/12/2019 609-49750-433300 Check Total: 746.50 Vendor: 1474 PATRICIAA SALZWEDEL Check Sequence: 62 ACH Enabled: True 3/5/2019 Semi Monthly Contract Payment 1,666.67 03/12/2019 101-42700-431200 Check Total: 1,666.67 Vendor: 5193 MARC DAVID SCHULTE Check Sequence: 63 ACH Enabled: False 2/25/2019 18D002 - Escrow Refund EAW Portion 605.25 03/12/2019 101-00000-220110 Check Total: 605.25 Vendor: 1490 CYNTHIA R SIMPSON Check Sequence: 64 ACH Enabled: False 965230 Feb. 2019 cleaning service 100.00 03/12/2019 101-42200-431100 Check Total: 100.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS. Check Sequence: 65 ACH Enabled: False AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference 1788227 resale - liquor 2,874.04 03/12/2019 609-49750-425100 1788227 freight 27.01 03/12/2019 609-49750-433300 1788228 freight 35.12 03/12/2019 609-49750-433300 1788228 resale - wine 2,221.95 03/12/2019 609-49750-425300 1790690 freight 34.66 03/12/2019 609-49750-433300 1790690 resale - liquor 3,252.76 03/12/2019 609-49750-425100 1790691 resale - wine 1,789.05 03/12/2019 609-49750-425300 1790691 freight 35.58 03/12/2019 609-49750-433300 Check Total: 10,270.17 Vendor: 4672 SPECIALTY SOLUTIONS LLC Check Sequence: 66 ACH Enabled: False I48697 (49) 50 lb. bags- Eco Thaw 438.38 03/12/2019 101-43125-421700 Check Total: 438.38 Vendor: 5192 SPRINGBROOK NATIONAL USER GROUP Check Sequence: 67 ACH Enabled: False 2639 Springbrook User Conference Registration (RLC 800.00 03/12/2019 101-41520-433100 Check Total: 800.00 Vendor: 1516 TASC Check Sequence: 68 ACH Enabled: False IN1461460 4/1/19 - 4/30/19 - Admin Fees 91.01 03/12/2019 101-41800-413500 Check Total: 91.01 Vendor: 4459 JAMES THARES Check Sequence: 69 ACH Enabled: True 3/4/2019 Mileage Reimbursement - Jan/Feb (316.4 miles) 183.51 03/12/2019 213-46301-433100 Check Total: 183.51 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 70 ACH Enabled: False 455564 resale - barware 709.56 03/12/2019 609-49750-425400 455564 freight 85.15 03/12/2019 609-49750-433300 457892 resale - liquor 99.12 03/12/2019 609-49750-425100 Check Total: 893.83 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 71 ACH Enabled: True 90174077 July - Sept 2018 Cargill Lab Testing 5,159.48 03/12/2019 602-00000-202010 Check Total: 5,159.48 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 72 ACH Enabled: True 2303279 resale - soda pop 611.75 03/12/2019 609-49750-425400 AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 12 Invoice No Description 2309805 resale - soda pop Check Total: AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Amount Payment Date Check Total: Vendor: 1684 VINOCOPIA 227309 816.75 resale - liquor 227309 03/12/2019 resale - wine 227309 609-49750-433300 freight 227720 resale - liquor 227721 48.00 resale - wine 227721 609-49750-425300 freight 03/12/2019 Check Total: Vendor: 1555 VONCO II LLC 48112 176.00 Freds Auto waste removal - A.I. 03/12/2019 609-49750-425300 Check Total: Vendor: 1567 WES OLSON ELECTRIC LLC 9023 Labor - (3) hr. Hi -Way sign- troubleshoot- parts Check Total: Vendor: 1572 THE WINE COMPANY 98672 resale - wine 98672 freight Check Total: Vendor: 1573 WINE MERCHANTS INC 7223516 resale - wine 7223516 freight 7224425 resale - wine 7224425 freight 725232 resale - wine credit inv. #7222110 725232 freight credit inv. #7222110 Check Total: Vendor: 2645 WRIGHT CO AUDITOR-TREAS 3/5/2019 2019 Taxes PID 155-018-001012 - 1 st & 2nd H; Check Total: AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Amount Payment Date Acct Number 205.00 03/12/2019 03/12/2019 609-49750-425400 816.75 03/12/2019 609-49750-433300 03/12/2019 609-49750-425300 03/12/2019 609-49750-433300 Check Sequence: 73 935.84 03/12/2019 609-49750-425100 48.00 03/12/2019 609-49750-425300 21.00 03/12/2019 609-49750-433300 106.00 03/12/2019 609-49750-425100 176.00 03/12/2019 609-49750-425300 7.50 03/12/2019 609-49750-433300 1,294.34 109.86 109.86 195.00 195.00 264.00 6.30 270.30 1,280.00 19.37 82.00 1.49 -186.00 -1.49 1,195.37 11,176.00 11,176.00 Check Sequence: 74 03/12/2019 101-45204-431990 Check Sequence: 75 03/12/2019 609-49754-440100 Check Sequence: 76 03/12/2019 609-49750-425300 03/12/2019 609-49750-433300 Check Sequence: 78 03/12/2019 101-41940-437100 Reference ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False Page 13 Check Sequence: 77 03/12/2019 609-49750-425300 03/12/2019 609-49750-433300 03/12/2019 609-49750-425300 03/12/2019 609-49750-433300 03/12/2019 609-49750-425300 03/12/2019 609-49750-433300 Check Sequence: 78 03/12/2019 101-41940-437100 Reference ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False Page 13 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 79 ACH Enabled: True March March 2019 - Deputies Contract 117,834.17 03/12/2019 101-42100-430500 Check Total: 117,834.17 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 80 ACH Enabled: False 3/5/2019 18C003 - Record Plat Fees 56.00 03/12/2019 400-43300-452010 Check Total: 56.00 Vendor: 1579 WRIGHT COUNTY HIGHWAY DEPARTMEN Check Sequence: 81 ACH Enabled: False 1314 16C001-PHASEI - Briarwood Tra£ Study 136.50 03/12/2019 229-45202-453011 1314 Speed Signs CSAH 75 4,828.50 03/12/2019 101-43120-422600 Check Total: 4,965.00 Vendor: 2231 WRIGHT COUNTY SURVEYOR Check Sequence: 82 ACH Enabled: False 3/5/2019 18C003 - Plat Fees 380.00 03/12/2019 400-43300-452010 Check Total: 380.00 Vendor: 5195 WRIGHT SERVICE CENTER Check Sequence: 83 ACH Enabled: False 8820 Parts - 2007 Sterling- ck. codes; inst. (2) fuel fltr 106.46 03/12/2019 101-43120-440500 8820 Labor- 2007 Sterling- ck. codes; inst. (2) fuel flh 288.00 03/12/2019 101-43120-440500 Check Total: 394.46 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 84 ACH Enabled: True 002596-300 18 16C004 - CR39/Gillard Ave Instersection Impro, 103.50 03/12/2019 400-43300-430300 002596-400 24 16C006 - Fallon Ave Improvements - Jan 2019 14,364.25 03/12/2019 400-43300-459018 02596-360 28 16C003 - 2017 Street Improvements - Jan 2019 1,779.50 03/12/2019 400-43300-430300 R010438-000 19 17C001 - Chelsea Road Utility & Street Improve 1,895.00 03/12/2019 400-43300-459019 R011473-000 12 18C001 - 2018 Pedestrian Improvements - Jan 21 4,346.50 03/12/2019 400-43300-430300 R011673-000 10 18D004 - Brigg's Properties Plan Review - Jan 2 83.00 03/12/2019 101-00000-220110 R011744-000 10 16C001 - BCOL Phase 1 Design - Jan 2019 7,633.50 03/12/2019 229-45202-453011 R012157-000 8 18C003 DESIGN - Oakwood Industrial Prk 4th) 1,690.50 03/12/2019 400-43300-452010 R012658-000 5 2018 Pavement Mangagement Services - Jan 201 2,085.00 03/12/2019 101-43111-431990 R012792-000 4 2019-01 - Headwaters Senior Living Plan Reviei 581.00 03/12/2019 101-41910-431990 R012967-000 3 201847 - Lake Region RV Plan Review - Jan 201 415.00 03/12/2019 101-00000-220110 R013121-000 3 201851 - Featherstone 4th Addition - Jan 2019 1,843.50 03/12/2019 101-00000-220110 R013322-000 1 2019 Economic Development Services - Jan 201 1,177.50 03/12/2019 213-46301-431990 R013358-000 1 2019 General Engineering Services - Jan 2019 6,391.00 03/12/2019 101-43111-431990 R013368-000 1 2019 Monticello WCA - Jan 2019 513.00 03/12/2019 101-43111-430300 R013395-000 1 2019 State Aid Network - Jan 2019 804.00 03/12/2019 101-43111-431990 AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 14 Invoice No Description Amount Payment Date Acct Number R013396-000 1 2019 Maps - Jan 2019 190.50 03/12/2019 101-43111-430300 R013433-000 1 2019 MS4 Services - Jan 2019 402.50 03/12/2019 101-43111-431990 Check Total: 46,298.75 Vendor: 5194 JOSEPH YAKYMI Check Sequence: 85 2/22/2019 201824 - Escrow Refund for CUP 252.50 03/12/2019 101-00000-220110 Check Total: 252.50 Total for Check Run: 530,365.28 Total of Number of Checks: 85 The preceding list of bills payables was reviewed and approved for payment. Date: 3/11/19 Approved by: Mayor Brian Stumpf Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (03/06/2019 - 12:05 PM) Page 15 City Council Agenda 3/11/2019 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 #l, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new/terminated employees Name Grant Carlson David Berning Chad Hadley Emma Tweten Name Zach Turner Sarah Colford Chris Rucker NEW EMPLOYEES Title Department Hire Date Class On -Call Firefighter Fire 2/18/2019 PT On -Call Firefighter Fire 2/18/2019 PT Parks Worker Parks 2/20/2019 Seasonal Guest Service MCC 2/25/2019 PT TERMINATING EMPLOYEES Reason Department Volunteray MCC Voluntary MCC Voluntary Streets New Hire and Terms City Council 2019.xlsx: 3/5/2019 Last Day Class 8/13/18 PT 8/23/18 PT 2/19/19 Temp City Council Agenda: 3/11/2019 2C. Consideration of approving sale or disposal of surplus vroverty (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 Fire Department has a list of items they will be selling on post -a -bid. These items are listed in the attached surplus list. 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, post -a -bid, 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 1 Equipment/Supplies Surplus List Department: Fire 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000.00 - $50,000.00 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. B. C. 6. $1,000 - $2,500 A. B. C. 7. $100 - $1,000 A. Hose Tester B. Light Stick C. Emergency Light Bar 8. $0-$100 A. Tripod Light B. SCBA Brackets (4) C. Class B Harness D. Tow Chain Date: 3/11/2019 City Council Agenda: 3/11/2019 2D. Consideration of approving Resolution 2019-19 accepting a donation from Monticello Lions of $2,000 for the Fire Department for a new rescue saw, a donation from the US Bank of $500 for ballfields, and a donation of 12 trees from UMC with a value of $391.20 (JS) A. REFERENCE AND BACKGROUND: The City Council is being asked to approve a donation of $2,000 from the Monticello Lions for the Fire Department for a new rescue saw, a donation of $500 from US Bank for the ballfields, and a donation of 12 trees from UMC with a value of $391.20. As required by state statute, if the city accepts a donation, the City Council needs to adopt a resolution specifying the amount of the donation and its use. Al. Budget Impact: The donations will be used toward the mentioned events. A2. Staff Workload Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Resolution 2019-19 accepting the contributions and authorizing 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 2019-19 CITY OF MONTICELLO RESOLUTION NO. 2019-19 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 US Bank Cash $500 Monticello Lions Cash _ $2,000 UMC Trees $391.20 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 US Bank Ballfields/$500 Monticello Lions Fire Department — new rescue saw/$2,000 UMC Trees/$391.20 Adopted by the City Council of Monticello this 11th day of March, 2019. Brian Stumpf, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 03/11/2019 2E. Consideration of approving the finance director to attend the 2019 GFOA conference in Los Angeles from 5/18/2019 through 5/22/2019 at an estimated cost of $1,950. A. REFERENCE AND BACKGROUND: City Council is asked to consider approving the Finance Director's attendance at the upcoming annual Governmental Finance Officers Association's (GFOA) conference in Los Angeles, CA, on May 18-22, 2019. The current City policy allows for out-of-state training for the City Administrator and Department Heads upon approval of the City Council. The conference will provide 20 professional continuing education credits toward the director's CPA license. Al. Budget Impact: The estimated cost of attendance is $2,000, including airfare ($500), conference fee ($465), meals ($135), hotel ($750), transport to and from airport ($100). This item is in the 2019 budget. B. ALTERNATIVE ACTIONS 1. Motion to approve the finance director to attend the 2019 GFOA conference in Los Angeles from 5/18/2019 through 5/22/2019 at an estimated cost of $1,950. 2. Motion to deny out-of-state training for Finance Director. A. STAFF RECOMMENDATION: Staff supports alternative 1. B. SUPPORTING DATA: A. Front page of conference brochure B. Personnel Policy ,�, .��,�;�, — ' � _ •, a -1_ VIA -R u_ 0 Hollywood BI 620 W �F H. Expenditures for educational reimbursement serve a public purpose when the coursework is directly related to the job duties or performance needs of the employee and therefore improve the knowledge, skills and abilities needed to provide effective and efficient services to the residents. Financial Considerations Funding for any expenditure must be approved by the appropriate supervisory staff or City Administrator in accordance with established procedures and must be included in the approved City budget. 19. EMPLOYEE EDUCATION AND TRAINING The City promotes staff development as an essential, ongoing function needed to maintain and improve cost effective quality service to residents. The purposes for staff development are to ensure that employees develop and maintain the knowledge and skills necessary for effective job performance and employees are provided with an opportunity for job enrichment. General Policies A. The City shall encourage training sessions involving employees of the same department or of similar job classifications where necessary to aid in work performance. B. Supervisors shall provide an orientation program for new employees. C. The immediate supervisor shall ensure training is provided for the operation of new equipment as required. D. The City encourages contact with personnel from other municipalities and public agencies in order to learn more efficient job procedures. E. The City encourages the use of in-house talents and skills in training as well as the expertise of local citizens, companies and agencies. F. Training that costs the City money must be approved in advance by the employee's supervisor. G. Upon completion of the training the supervisor may request a certificate of completion or a short summary by the employee. General Guidelines General guidelines for training where the City provides financial support and/or time off work are as follows: Work interference shall be minimal. 2. Training shall not duplicate recent training. Page 149 3. Training costs shall be within budgetary limits. 4. Preference shall be given to training that provides the most benefit to the City at the least cost. 5. The department head shall ensure that there is adequate coverage of departmental responsibilities before approving training applications. 6. Training shall relate to an employee's job or health/safety. 7. Efforts shall be made to distribute training equitably within a department. 8. Training shall be structured to provide information that will aid in an employee's growth or maintenance of professional standards. 9. Temporary, seasonal, casual part-time and intermittent employees shall be excluded unless approved by their department head. Safety training shall be provided to all employees. 10. If attendance is required at a seminar, the City will pay tuition/registration fees and hourly wages for all required hours of attendance. Expenses will be paid in accordance with standard practices. This applies to regular full-time and part-time employees. 11. Employees should be aware at all times that they are representing the City while attending any conference, meeting, class or outside training. Employees should conduct themselves as if they were at work. Improper conduct at any City authorized or sponsored event reflects poorly on the City and will be subject to disciplinary action as if it occurred during regular working hours. National and Regional Training To be approved for national or regional training sessions, the employees must meet the following requirements: 1. Be employed as a regular full-time or benefit -earning part-time employee for a minimum of six (6) months with the City. 2. Training must be approved in advance by the City Council. 3. Training sessions will normally not exceed five (5) workdays. 4. Council may require an employee reimburse the City for airfare, hotel, and registration fees for an approved national or regional training event if the employee voluntarily terminates employment within six (6) months of completion of the training. The classes of employees eligible for national training sessions (out of the region) are the City Administrator and Department Heads. Exceptions may be approved by the City Administrator. Page 150 All management and supervisory staff are eligible for regional training sessions in Wisconsin, Iowa, North Dakota, and South Dakota, assuming general guidelines of this policy are met. On an exception basis, non -supervisory staff may be approved for regional training by the City Administrator. Training Sessions Within Minnesota Professional and technical employees are eligible for training sessions held anywhere within the State of Minnesota assuming general guidelines of this policy are met. All employees are eligible for local training (Monticello, St. Cloud or the Twin Cities metro -area) under the same assumptions. Employees are expected to attend training sessions in the closest proximity to their work or home. Pavment or Reimbursement for Training Whenever possible employees should use their City Purchasing Card to pay for approved training and follow applicable procedures for substantiation of payment. If not possible, the City will pre -pay tuition or registration costs directly to the organization sponsoring the training. A copy of the conference or meeting agenda listing registration fees, meals included therein, and official starting and ending dates must be provided to the finance department with prepayment requests. Requests for reimbursement of training costs must include a copy of the conference or meeting agenda listing registration fees; meals included therein, official start and ending dates and proof of payment. Tuition Reimbursement Full-time and part-time benefited employees are eligible for tuition reimbursement for courses taken for credit at an approved post -high school educational institution subject to the following criteria: A. Courses must be directly related to the employee's present position (whether required for a degree program or not); or B. Courses must be directly related to a reasonable promotional opportunity in the same field of work as present position (whether part of a degree program or not). C. Courses must be approved in advance of the first day of class by the Department head and City Administrator in accordance with established procedures and the cost must be included in the approved City budget. The employee education request should cover any adjustment in the work schedule that may be necessary. D. Any costs other than tuition and course materials will not be reimbursed by the City. E. Employees are required to take courses outside of their work schedule whenever possible. All work schedule adjustments must be approved by the supervisor. The City will pay 50% of the cost of tuition and course materials upon successful completion (C grade), 75% reimbursement upon completion with a "B" or "A" grade. Courses taken "pass/fail" Page 151 will be reimbursed at the same percentage as a C grade (if passed). All reimbursements will be prorated for benefit -earning part-time employees. The maximum reimbursement will be $1500 per year per employee, subject to budget limitations. Employees must reimburse the City if they voluntarily leave employment within twelve (12) months of reimbursement. Memberships and Dues The purpose of memberships to various professional organizations must be directly related to the betterment of the services of the City. Normally one City membership per agency, as determined by the City Administrator is allowed, providing funds are available. Upon separation of employment, when allowed by the professional organization, individual memberships paid for by the City will remain with the City and will be transferred to other employees by the department head. *For additional information regarding training and reimbursement procedures contact the Human Resources Manager or Finance Department. 20. TRAVEL AND REIMBURSEMENT POLICY Purpose The purpose of the travel and reimbursement policy is to establish uniform and consistent guidelines for the reimbursement of money spent on official city business. The guidelines were developed using City practices, State regulations, and State Auditor recommendations. The policy and procedures relative to such travel are contained in the following statement. Travel by City officials and employees to attend a professional or municipal association meeting is beneficial to progressive local government. A person engaged in such travel for the benefit of the City has a responsibility to keep accurate, substantiated records and to submit a request for reimbursement in accordance with this policy. Training Training must be approved in advance by the department head. All out-of-state training must be approved by the City Council. Whenever possible the City will prepay tuition or registration costs directly to the organization sponsoring the training. A copy of the conference or meeting agenda listing registration fees, meals included therein, and official starting and ending dates must be provided to the finance department with prepayment requests. If it is not possible to prepay tuition or registration cost the employee will be reimbursed the cost. Requests for reimbursement of training costs must include a copy of the conference or meeting agenda listing registration fees; meals included therein, official start and ending dates and proof of payment. Travel Mileage will be reimbursed at the current IRS mileage reimbursement rate. Reimbursable mileage will be the lesser of actual miles driven from normal work location to training/meeting/conference location or the actual miles traveled from departure location to Page 152 destination less the mileage of commute to normal work location. If this results in the employee traveling less miles, the City will not reimburse the employee for mileage. When more than one City employee uses the same personal car for travel, reimbursement shall be based upon the IRS mileage reimbursement rate, payable to the owner of the vehicle. Out -Of -State Travel: All out-of-state travel must be approved by the City Council. A copy of the conference or meeting agenda listing registration fees, meals included therein, and official starting and ending dates must be provided. Airfare or train fare for out-of-state travel in coach or economy class or the lowest available fare shall be the preferred mode of transportation. When authorized, an employee may choose to drive their personal vehicle and will be reimbursed the current mileage rate or the cost of coach or economy class fare, priced at least 14 days in advance of the travel, whichever is less. If the employee travels by some other mode than by air, the additional time required over the time the air would require will be taken as vacation or compensatory time for full and part-time employees. Fire department personnel will not be reimbursed (paid) for extra time required for driving. Reimbursement for vehicular travel (meals, mileage, and lodging) shall not exceed what the total cost of what airline travel would have been. Local transportation such as taxicab and bus fares to and from airport, train station, lodging and conference, seminar or meeting is reimbursable only if circumstances require such travel. Receipts must be submitted for reimbursement. Costs for local transportation not pertaining directly to City business will not be reimbursed. Rental Vehicles: Reimbursement for the costs of renting a vehicle shall be made only when the necessity of such rental is for City purposes. Travel Credits: Whenever public funds are used to pay for travel or vehicle rental by an elected official or City employee, any credits or other benefits issued by the provider must accrue to the benefit of the City of Monticello. Request for reimbursement must include receipts or statements clearly stating dates and cost of travel fares paid and/or cost of the transportation paid. Reimbursement for rental vehicles must include dates of rental, vehicle type and fees paid. Meals The City will reimburse the elected official or City employee up to a maximum allowance of, $12.00 for breakfast, $20.00 for lunch and $25.00 for dinner, including sales tax and gratuities/tips, whichever is less, while on City business. The reimbursement for gratuity/tip should not exceed 15% of the total costs of reimbursable costs. Alcoholic beverages are not eligible for reimbursement. The limits do not apply when meal expense is included in the cost of the training, conference, or seminar. Additionally, the City does not reimburse cost on a per diem basis but for actual cost incurred. Page 153 Itemized receipts must be submitted to qualify for reimbursement and must clearly state the date, name of the establishment (pre-printed form), itemized list of purchased items, total, and gratuity (if appropriate) of no more than 15%. Reimbursement request without a receipt or non -itemized credit card receipts will not be reimbursed. Elected officials or employees may occasionally be in the position of having to provide a meal for other persons who have official business with the City. In addition receipts for these meals must include the name of each person attending the meal along with a description of the public purpose/benefit of the meeting. The actual cost of the meals will be reimbursed in these instances however the cost of any alcoholic beverages will not be reimbursed. Lodging Hotel, motel or other authorized accommodations will be reimbursed at actual cost not to exceed the base occupancy rate and should be chosen based on reasonableness of cost and proximity to conference, meeting or training site. Each employee shall be allowed a base room. Unless previously approved by the City Administrator, overnight stays within 60 miles of the City will not be reimbursed. Detail lodging receipts must be submitted for reimbursement. The receipts must include the dates of the stay, nightly room rate and any incidental expenses charged. Only incidental costs related to the room charges will be reimbursed. Lodging costs, unless previously approved by the City Administrator, shall be reimbursable only from the night preceding a conference, seminar, or training through the night immediately following such event. Miscellaneous Expenses Hourly employees may receive overtime pay if the training/seminar/meeting hours including travel to/from exceed normal work hours. The employee's supervisor will approve all overtime prior to registering for the training/seminar/meeting. If the training/seminar/meeting hours including travel to/from are less than the normal work hours employees will use vacation or compensatory time to achieve normal work hours. Employees will be paid eight (8) hours of paid for training/seminar/meeting, which require overnight stays. Telephone expenses incurred will be reimbursed only when their necessity for City purpose is fully accounted for. Reimbursable parking is limited to daily parking at destination business (meeting, conference, training, etc.) site and/or hotel site (when applicable). Valet parking and all other parking are not allowable. Detail receipts including date, times and costs of parking should be provided when requesting reimbursement. Gratuities/tips for service providers may be reimbursed as long as reasonable and serve the public purpose of the trip. Page 154 Non -Reimbursable Expenses The City shall not pay for any expenses, of which the costs are included in the registration fees. Costs for alcoholic beverages shall not be reimbursed. The City shall pay no expenses for a spouse/guest who accompanies the city official/employee to a conference, seminar, or meeting including the incremental lodging expenses of occupancy rates over base occupancy rates. The City will not reimburse for personal telephone calls, rental of luxury vehicles, or recreational expenses such as golf or tennis unless included as part of the registration fees or previously approved by the City Administrator. Reimbursement Process To apply for reimbursement, an elected official/City employee must complete an "Employee Reimbursement Voucher" form. The completed form with expenditures totaled, detailed original receipts attached, and signed should be submitted to the Department Head, who shall review and approve (by signing) such request. The Department Head shall forward the request to the Finance Department for reimbursement. The Finance Department will review the report and supporting documentation for completeness and accuracy. If complete the reimbursement check will be processed during the next regular accounts payable processing. If the request is not complete or supporting data does not meet policy guidelines, the request will be returned to the employee. Any exceptions to this policy must receive approval from the City Administrator whenever practicable prior to the conference, seminar or training. 21. CONFIDENTIALITY/DATA PRACTICES Emplovee Data Practices Advisory During the course of employment, the City of Monticello will require employees to provide data that is classified by State law as either private or confidential. Private data is information that generally cannot be given to the public but can be given to the subject of the data. Confidential data is information that generally cannot be given to the public or the subject of the data. The City requests this information for various reasons pertaining to employment with the City. The information provided may be used to process pay and benefits, evaluate performance, determine pay increases, evaluate suitability for an employee's position or other positions, and determine whether disciplinary action will be imposed and other personnel actions which involve review of the employee's current and past performance. Employees who provide false, incomplete, or misleading information may be subject to discipline, up to and including termination of employment. Other persons or entities, as authorized by law, may receive the requested information. Depending on the data requested, these persons or entities may be: Page 155 City Council Agenda: 3/11/2019 2F. Consideration of approving a Special Event Permit for Rivers of Hope "Walk a Mile in Her Shoes" on June 20, 2019. Applicant: Rivers of Hope (JS) A. REFERENCE AND BACKGROUND: The City Council is asked to consider approval of a special event permit for the Walk a Mile in Her Shoes event organized by Rivers of Hope. A narrative has been provided along with a map showing the route. This event is scheduled for June 20, 2019, from 5 8 p.m. The applicant changed the route from last year and is requesting use of the Yd Street parking lot area. The Council is being asked to consider the use of the 3rd Street parking lot from 4 — 8:30 p.m. for staging — beginning/end of walk to cover setup and take down. Special event permits are required in circumstances in which city resources (parks, labor, equipment, use of facilities, street closures, etc.) are utilized, as a means of obtaining Council authorization for the use of requested resources. Public Works does not see an issue with trying the event in the Yd Street parking lot. Staff's only concern is the use of this parking lot as more events move into the downtown area. This may be something that will need to be addressed. Wright County Sheriff's Office has also been notified of the walk. Al. Budget Impact: NA. A2. Staff Workload Impact: Minimal staff time. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Special Event Permit for Rivers of Hope "Walk a Mile in Her Shoes" June 20, 2019, and allowing use of the 3rd Street parking lot for the event pending notification is provided to affected business owners. 2. Motion to deny. C. STAFF RECOMMENDATION: City staff supports Alternative #1 above. D. SUPPORTING DATA: A. Application B. Map Image showing proposed route 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 CITY ° F CITY OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Special Event Permit Monticeflo Monticello, MN 55362 (763) 295-2711 . info(a ci.monticello.mn.us Application Checklist PROPERTY INFORMATION Property Address 13rd and Walnut - Parking lot behind Cornerstone Cafe Property Legal Description Property ID Number PROPERTY OWAWINFtAMATION Owner Name I City of Monticello Owner Address 1505 Walnut Street, Suite 2, Monticello MN 55362 Owner Phone 763-295-2711 Owner Email info@monticello.mn.us APPLICANT INFORMATION Applicant Name Rivers of Hope Applicant Address 517 Highway 25 Applicant Phone 763-295-8901 Applicant Email chpommerenke@riversofhope.org Name of Event Walk a Mile in Her Shoes Location/Address of Event 13rd and Walnut - Parking lot behind Cornerstone Cafe Dates & Times of Event IThursday, June 20, 2019. Set up: 2-5 Event: 5:00-8:00 p.m. 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 Sta _, 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) Applicant's Statement (Date) 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. 44 a l c;' (Signature) (Date) CITY APPROVAL (City Clerk Signature) (Date) (Community Development Director Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): ........ ............. Public Works Routing Admin Parks Streets Director 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 07/25/16 4 February 4, 2019 Jennifer M. Schreiber, City Clerk City of Monticello 505 Walnut Street Monticello, MN 55362 Dear Ms. Schreiber, Advocates for Ending Family Violence Since 2001, communities across the world have been holding annual Walk a Mile in Her Shoes events to support victims of domestic and sexual violence. A Walk a Mile in Her Shoes° Event is a playful opportunity for men to raise awareness in their community about the serious causes, effects and remediations to men's sexualized violence against women. During this one mile walk many men choose to walk the route wearing high heeled shoes to demonstrate their commitment as allies to the cause of ending violence against women. Proposed Event We request approval of a locally sponsored Walk a Mile in Her Shoes Event, a one -mile walk beginning in the City of Monticello parking lot located at Walnut and West 3rd Streets on Thursday, June 20, 2019 from 5:00-8:00 p.m. (map of proposed route attached). The route will be marked by temporary signage and walkers will use the side -walks, not the street. Description of Event Participants will pre -register for this event and gather in the parking lot for check-in and to pick up t -shirts to wear during the walk. We anticipate between 80-90 participants to register for this event. We expect that the walk will be completed in less than an hour and we have built in a one-hour window prior to and following the walk. Criteria Specified by Code We will meet the criteria required of the Special Event Temporary Use Permit Approval including ensuring that we have adequate waste receptacles on site to collect trash. We will ensure that the parking lot is free from trash and debris at the end of the event. Use of City Property We are requesting the use of the City of Monticello parking lot located at Walnut and West 3rd Streets as a starting and ending point for this event. If you have further questions about our application, please contact me (see contact information below). Thank you for your consideration of this request. Sincerely, Chris Pommerenke Executive Director chpommerneke@riversofhope.org 763-295-8901 PO Box 51 I, Monticello, MN 55362 phone 763-295-3433 fax 763-295-6091 www.riversofhope.org Rivers Of Hope: Walk A Mile In Her Shoes Event lk� `lltb '"r�~ � Monticello Fire Department ="'"""loCOITIMURIt- "o ---'yP Center .��°/ Monticel'' . .� ` ....... ' ---'116. ~", Hall ' P Great Rive ' . Librar- .. .. ~~~~"mest 'm1,L6Sete ` w Cub Foods 948 ft ROUTE DIRECTIONS No Miles Turn Directions 1 0.000 Start on West 3rd Street 2 0.077 + Turn right onto Locust Street 3 0.151 ' 0.313 0.696 0.789 1.073 + ------------ + Turn right onto Broadway Street West, CR 75 Turn right onto Pine Street, MN 25 Turn right onto 7th Street West Turn right onto Walnut Street 4 5 6 7 Page 3 City Council Agenda: 03/11/2019 2G. Consideration of adopting Resolution 2019-20 Supporting Live Wright SHIP Program (AS/JaT) A. REFERENCE AND BACKGROUND: The City Council is asked to approve a resolution to support the Statewide Health Improvement Partnership program. Currently the program is funded through the Health Care Access Fund, approved by the Minnesota Legislature, expected to expire in 2020. "The Statewide Health Improvement Partnership (SHIP) is a grant -funded effort through the Minnesota Department of Health. Through SHIP, Public Health partners with schools, child care providers, workplaces, hospitals and communities around the county to promote healthy eating, physical activity and tobacco cessation." Wright County SHIP has been very active in the Monticello community. Monticello was awarded a SHIP/Live Wright grant in 2010 for the completion of the Park & Pathway Plan. In addition, Live Wright has been active in supporting the local Community Education bike fleet and Power of Produce Activities at the Monticello Farmers Market. A few of their most recent projects include holding the first ever Monticello Stop for Me Campaign which brought awareness to pedestrian and driver safety, grant funding for the high intensity flashing beacons at the intersection of Washington Street and Yd Street East, and promoting healthy eating in school lunchrooms. Wright County SHIP has also been extremely valuable in helping to partner with the school district and city on a recently approved Safe Routes to School grant through the Minnesota Department of Transportation. Al. Strategic Plan Impact: Live Wright works to promote healthy living and physical activity for Monticello residents. The work is in direct support of Strategic Plan Goals 1. Create a Preserve Sustainable Livability 2. Invest in People A2. Staff Impact: Limited to development of the resolution. A3: Budget Impact: There is no cost to this item. Supporting Live Wright efforts has allowed Monticello to leverage additional funds to achieve healthy living initiatives, including the Park & Pathway Plan and the flashing beacon system at Washington and 3rd B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2019-20 supporting Live Wright SHIP program 2. Motion to deny adoption of Resolution 2019-20 supporting Live Wright SHIP program C. STAFF RECOMMENDATION: City staff recommends Alternative #1. Continued support of SHIP and Wright County's Live Wright will help Monticello continue its efforts to support a healthier, active Monticello. City Council Agenda: 03/11/2019 D. SUPPORTING DATA: A. Resolution 2019-20 B. http://www.co.wright.mn.us/575/Statewide-Health-Improvement-Partnership CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-20 A RESOLUTION IN SUPPORT OF CONTINUED FUNDING FOR THE STATEWIDE HEALTH IMPROVEMENT PARTNERSHIP AND WRIGHT COUNTY LIVE WRIGHT WHEREAS, the State of Minnesota has recognized that controlling health care costs requires preventative measures, enacting a health reform law creating the Statewide Health Improvement Partnership (SHIP); and WHEREAS, SHIP supports community -driven solutions to expand opportunities for active living, healthy eating and commercial tobacco -free living; and WHEREAS, since 2009, Wright County's SHIP, Live Wright, has been working to align obesity related work of participating organizations by setting measurable goals and tracking progress toward these goals; and WHEREAS, Live Wright is working to establish a community norm of healthy living for all Wright County citizens and visitors by making healthy food and physical activity opportunities accessible and affordable; and WHEREAS, the City of Monticello's Strategic Plan states a specific goal that Monticello will create and preserve sustainability livability, which includes healthy and active lifestyles; and WHEREAS, the City of Monticello has recognized the benefit of Live Wright initiatives toward this goal via a Live Wright grant award for the 2011 Park & Pathway Plan, Live Wright participation in and education at community events such as Walk `n' Roll, Live Wright support for the Monticello Community Center Farmers' Market Power of Produce effort, and Live Wright resource assistance for pathway planning, pedestrian counts, and other healthy and active living projects; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO, the City of Monticello hereby recognizes the contributions of the Statewide Health Improvement Partnership and Live Wright to the city's goals for healthy and active living and supports adequate, stable, and long-term funding for SHIP. ADOPTED BYthe Monticello City Council this 25th day of February, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-20 ATTEST: Jeff O'Neill, City Administrator City Council Agenda: 03/11/2019 2H. Consideration of adopting Resolution 2019-21 stating intent to reimburse from bond proceeds for the Fallon Avenue Overpass, Citv Proiect No. 16CO06 (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 it would allow the City to include the Fallon Avenue Overpass project in a future bond issue. Without the resolution, the project could not be funded by bonds. At this time the City is planning on issuing bonds to finance this project. An earlier reimbursement was passed in June 2013 for $6M. Second resolution was passed in February 2017 for $8.4M. This resolution raises the reimbursement amount $1M to $9.4M. Al. Budget Impact: By adopting the resolution, the City would have the ability to include the Fallon Avenue Overpass project in a future bond issue. 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: 1. Motion to adopt Resolution 2019-21 declaring the official intent to reimburse expenditures from the proceeds of bonds for the Fallon Avenue Overpass, City Project No. 16C006. 2. Motion to not adopt a resolution 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 2019-21 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-21 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 FALLON AVENUE OVERPASS, CITY PROJECT 16CO06 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 11th day of March, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator EXHIBIT A TO OFFICIAL INTENT RESOLUTION 2019-21 ADOPTED March 11, 2019 DATE OF DECLARATION I DESCRIPTION OF PROJECT 3/11/2019 FALLON AVENUE OVERPASS, CITY PROJECT NO. 16CO06 - 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 $ 9,400,000 City Council Agenda: 3/11/2019 2I. Consideration of approving purchase of the new washer/extractor for the new fire station from BDS Laundry in the amount of $ 8,695 (DK, MM) A. REFERENCE AND BACKGROUND: City Council is asked to accept quote from BDS Laundry for the purchase of a second Unimac washer/extractor for the new fire station. This purchase was in the budget for the new station approved by council. Two extractors enable prompt and efficient cleaning of turn -out gear often covered by carcinogenic material from use during fires. The first extractor was recently purchased through a grant award. The extractor proposed is more than a laundry machine. It is specialized equipment with limited options on the market for bidding. Staff could not find any other brands on the market at a lessor price specifically for cleaning turn -out gear and the unit was not available through a state contracting. In addition, the equipment can only be purchased from the manufacturer through the local regional distributer. Finally, there is significant operational benefit from purchasing like equipment. Therefore, due to specialized function, limited bidding options and for operational ease, staff would like to proceed with the purchase as proposed Al. Budget Impact: This item is included in 2019 new fire station construction budget. A2. Staff Workload Impact: This washer/extractor will ensure our firefighting gear stays clean. B. ALTERNATIVE ACTIONS: 1. Motion to approve purchase of the Unimac washer in the amount of $8,695 from BDS Laundry 2. Motion to deny purchase of the Unimac washer in the amount of $8,695 from BDS Laundry 3. Other C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Quote from BDS Laundry for Unimac Washer/Extractor B. Quote from BDS Laundry for Speed Queen Washer/Extractor C. Quote from Darling Sales for Washer/Extractor CITY OF MONTICELLO VERBAL/WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/ services costing at least $1,000 but less than $2,500. Minimum 3 written quotes required for items/ services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for award. Name: P40 k— I+G17�J Dept: rSI- Phone: ;7(e.5 -.2 / %—��(6t Signature of Person Obtaining Quotes: C,G�// Item/Service Requested: V.) AS NGS 1,6X +kac Tn2 Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/comments. # Date Vendor Name Contact Person Phone NumberI Total $ Amount Quoted 1 .2 /3D S ipRve 6n. 00 23Ne-,3� s� ��oo 3 3� 4 5 rZ /•/ go* 1PR b�i� y 13.0 Selected Vendor: g P -S (09- kavS1-/✓ AC, (If you are selecting other than low quote, you are required to provide written justification as to why low quote was not selected in the notes/comments section): Notes/ comments: PS 1'Nzs CS A SPe4CT9112e-D f.� GAG or �� k i� n-7 CEJ T 60o1y - vd4""� t�02S r( Approval Acknowledgement: 1 �-S'� /'�'►. �f SSV�G S ,Tdv A&)4 Date: Attach this form and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/27/2015 DS �ndlkSolutions since 19161 February 14, 2019 Monticello Fire Department Mr. Dan Klein 505 Walnut Street Monticello, MN 55362 Custom Laundry Proposal for: Monticello Fire Department Description Qty. Unit Price I Ext. Price UniMac 40 Ib. Capacity Rigid Mount Washer, UCT040NNOFX 1 $8,040.00 30 Cycle Control, 100 g -force, 208-240/60/1 or 3 ph Delivery and Installation with other 401b washer. Factory Freight $360.00 $295.00 Delivery and Installation Includes: ■ Equipment delivery to site location. ■ Washers set in place, leveled, anchored and grouted. ■ Connect to existing utilities if within 4 feet of washer and meet manufacturer's specifications. ■ Training laundry personnel to operate equipment properly. Owner Responsibilities: ■ All utility connections if do not meet specs or reach. ■ Utilities sizing in accordance with equipment manufacturer specifications; including water, gas, electrical, sewer, and venting. ■ Customer must coordinate chemical supply connection and equipment programming with the chemical supply company. Labor Warranty: ■ 30 -Day BDS labor Warranty Terms of Agreement: ■ Payment terms: Net on Invoice ■ Current applicable state and local taxes will be applied at time of sale. ■ This proposal is valid for 30 days. Signed �t� Vice President On -Premise Laundry Y Dave Steenerson DJs/Quotes FD Monticello 2430 Enterprise Dave, St. Paul, MN 55120-1143.651,688.8000 / 800.688.0020 / Fax: 651.688.8820 9 bdslaundry.com March 1, 2019 Monticello Fire Department Mr. Dan Klein 505 Walnut Street Monticello, MN 55362 BDJS ""�uRY SYSiH�' Orp S'Choti Since 1g61 ans Custom Laundry Proposal for: Monticello Fire Department . Description Qty. I u1lit Price Ext. Prue Speed Queen 40 Ib. Capacity Rigid Mount Washer, SCT040NNOFX 1 $8,040.00 30 Cycle Control, 100 g -force, 208-240/60/1 or 3 ph Delivery and Installation with UniMac 401b washer. $360.00 Factory Freight $295.00 Delivery and Installation Includes: ■ Equipment delivery to site location. ■ Washers set in place, leveled, anchored and grouted. ■ Connect to existing utilities if within 4 feet of washer and meet manufacturer's specifications. ■ Training laundry personnel to operate equipment properly. Owner Responsibilities: ■ All utility connections if do not meet specs or reach. ■ Utilities sizing in accordance with equipment manufacturer specifications; including water, gas, electrical, sewer, and venting. ■ Customer must coordinate chemical supply connection and equipment programming with the chemical supply company. Labor Warranty: ■ 30 -Day BDS Labor Warranty Terms of Agreement: ■ Payment terms: Net on Invoice ■ Current applicable state and local taxes will be applied at time of sale. ■ This proposal is valid for 30 days. f Signed Vice President, On -Premise Laundry Dave Steenerson DJ5/Quotes FD Monticello 2430 Enterprise Drive, St. Paul, MN 55120-1143.651.688.8000 / 800.688.0020 / Fax: 651.688.8820 9 bdslaundry.com Darling's Sales & Service Company Commercial Laundry Equipment & Parts 10007 Baltimore Street Minneapolis, MN 55449 Phone 763-786-1803 Fax 763-786-4902 Bill To: Monticello Fire Department Monticello, MN Attn: Dan Klein Regarding: Washers for Turn out Gear Date: Quote # Quote by: QUOTATION 3/1/2019 11333 Ralph Darling Phone: 763-271-7463 Fax: Cell: Email: dan.klein@ci.monticello.mn.us Quantity Description - I Price each Amount 1 EH040L Continental 401b. Washer. Pro Logic Control Computer. Gravity Drain. Inverter Drive Motor. Soft Mount High Speed Spin Unit. 208-240/60/1 Elect. $9,075.00 1 8" Pre Fabed Metal Base to Mount Machine on $475.00 Incoming Freight charges, Delivery charges to your location, Setup, All utilities supplied by you $375.00 Above quote is subiect to ND Sales Tax if applicable, Delivery time: 3 to 4 weeks from receipt of order Terms: Signed order. Balance due in full within 95 days of dated invoice We are pleased to submit the above quotation for your attention. This quotation is valid for days. Thereafter it is subject to change without notice. By Accepted Date 7 *aar City Council Agenda: 3/11/2019 2J. Consideration of approving purchase of the new air compressor/fill station for the new fire station from Alex Air Apparatus in the amount of $50,233 (DK, MM) A. REFERENCE AND BACKGROUND: City Council is asked to accept quotes from HGACBuy and Alex Air Apparatus, Alexandria MN for the purchase of the air compressor/fill station for the new fire station. This purchase was in the budget for the new station approved by council. This system will replace the aging and outdated system the fire department currently uses. Staff askes that the quote for the actual equipment ($46,733.00) from HGACBuy and the quote for installation ($3500) from Alex Air Apparatus be accepted. The purchase will be off of the HGAC consortium pricing. For a contract estimated to exceed $25,000, a municipality must consider the availability, price and quality of supplies, materials, or equipment available through the state's cooperative purchasing venture before purchasing through another source. Staff has verified no such item exists on the state cooperative purchasing venture or can be purchased at a lower cost. Al. Budget Impact: This item is included in 2019 new fire station construction budget. A2. Staff Workload Impact: This air compressor/fill station will insure that our SCBA have the cleanest and safest air in the possible B. ALTERNATIVE ACTIONS: 1. Motion to approve purchase of the compressor and installation in the amount of $50,233 from HGAC and Alex Air Apparatus 2. Motion to deny purchase of the compressor in the amount of $50,233 from HGACBuy and Alex Air Apparatus 3. Other C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. Quote from Alex Air Apparatus for compressor system B. Quote from Alex Air for Installation C. Quote form HGACBuy for compressor system CITY OF MONTICELLO VERBAL/ WRITTEN QUOTE SUMMARY SHEET Minimum 2 verbal or written quotes required for items/ services costing at least $1,000 but less than $2,500. Minimum 3 written quotes required for items/services costing at least $2,500 but less than $10,000. No Quotes are required for items purchased through state cooperative purchasing venture. Use this form to summarize quotes received and to select vendor for award. Name: PAS Dept: t c, Phone: 70 3 7 1 ` 7 Y6 Signature of Person Obtaining Quotes: Item/Service Requested:-- 5C 8 g ¢a '( Note: If you are unable to obtain required number of quotes, provide an explanation below in notes/comments. # Date Vendor Name Contact Person Phone Number Total $ Amount 6 Selected Vendor: h /'C C 414 / `*GqC ea X (If you are selecting other than low quote, you are required to provide written justification as to why low quote was not selected in the notes/comments section): Notes/ comments: Approval Acknowledgement: �GZ ex, Te Pw e, -N r NOT a Date: Attach this form and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/27/2015 Quoted Xg Foo - �� I 2 Pen c Joeo . 7,57� ' `� '�33•oQ 2e) TASrA1 1 COX- t sTA't e9V Al: coy4 6 Selected Vendor: h /'C C 414 / `*GqC ea X (If you are selecting other than low quote, you are required to provide written justification as to why low quote was not selected in the notes/comments section): Notes/ comments: Approval Acknowledgement: �GZ ex, Te Pw e, -N r NOT a Date: Attach this form and written quotes obtained to invoice. Questions may be directed to the Finance Department. Quote Summary Sheet 10/27/2015 CONTRACT PRICING WORKSHEET Contract EE08-17 Date 2/27/2019 C& For Catalog & Price Sheet Type Purchases No.; Prepared: This Worksheet is prepared by Contractor and given to End User. If a PO is issued, both documents MUST be faxed to H -GAC @ 713-993-4548. Therefore please type or print legibly. Buying :Monticello FD Agency: Contact Person: Phone: Fax: Email: Catalog / Price Sheet �I Name: II General Description of Product/ Product Code Contractor: :BAUER COMPRESSORS Prepared :JOE LYONS By: Phone: :757- 7594251 Fax: Email: ioe.lvons (nx bauercomp.com A. Catalog / Price Sheet Items being purchased - Itemize Below - Attach Additional Sheet If Necessary Quan Description 1 :KBJ VERTICUS VAC10 7.5 HP 6000 PSI 9.7 CFM P2-SECURUS ACD GAUGES (BAUER BREATHING IAR PURIFCATION SYSTEM 1 :KBC BAUER SCBA CONTAINMET FILL STATION CFS5.5-3S THREE POSITION :DUAL FUNCTION TOP MOUNT FOUR BANK CASCADE PANEL BAUER BREATHING :AIR PURIFICATION Unit Pr 26,466.00: 10,523.00: :CFS5.5-RF- REGULATED ADJUSTIBLE AUXILLARY FILL OUTLET FOR CFS5.5 $1,134.00 :HC6000-4 FOUR BOTTLE 6000 PSI UN STAMPED AIR STORAGE WITH RACK 8,610.00: Total From Other Sheets, If Any: Subtotal A: B. Unpublished Options, Accessory or Service items - Itemize Below - Attach Additional Sheet If Necessary (Note: Unpublished Items are any which were not submitted and priced in contractor's bid.) Quan Description Unit Pr Check: Total cost of Unpublished Options (B) cannot exceed 25% of the total of For tl the Base Unit Price plus Published Options. C. Trade -Ins / Special Discounts / Other Allowances / Freight / Installation / Miscellaneous Charges INSTALLATION AND TRAINING MUST BE CONTRACTED WITH ALEX AIR SHIPPING IS PREPAY AND ADD. FOB NORFOLK VA 0 Total From Other Sheets, If Any: Subtotal B: transaction the percentage is: Total 26,466.00 10,523.00 1,134.00 8,610.00 Total 0 0 01 Subtotal C:11 01 Delivery Dated Input a Date I� D. Total Purchase Price (A+B+C); 46,733.00 BILL TO Monticello Fire Department Monticello, MN 11897 Co. RD 87 SE QUOTE Alexandria, DAN 56308 Date Customer PO Phone: 800-264-2320 2/28/2019 Fax: 320-763-9077 Email: orders@alexairapparatus.con Web Site: www. alexairapparatus. coy SHIP TO Monticello Fire Department Monticello, MN S.O. # Promise Date Terms Sales Rep N30 Corey P.O.# QTY STOCK PART NUMBER DESCRIPTION ORDER PRICE (Each) PRICE (Extended) 1 Installation of Compressor and Fill Station System $3,500.00 $3,500.00 Includes installation of remote fill hose $0.00 Includes training and written materials of $0.00 new system $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Installation excludes electrical Hook-up as $0.00 we are not certified Electrcians. Alex Air will $0.00 work closely with Electricians for proper electrical $0.00 requirements $0.00 -CUSTOMERS THAT HAVE AOT PROVIDED TAX SHIPPING: $0.00 EXEMPT FORMS WILL BE CHARGED APPLICABLE Tax Rate SUB: $3,500.00 SALES TAX *FREIGHT PREPAID & ADDED TAX: $0.00 *F.O.B SHIPPING POINT TOTAL: $3,500.00 *THIS IS NOT AN INVOICE Authorized Signature of Approval BILL TO Monticello Fire Department Monticello, MN 11897 Co. RD 87 SE QUOTE Alexandria, MN 56308 Date Customer PO Phone: 800-264-2320 2/28/2019 Fax: 320-763-9077 Email: orders@alexairapparatus.con Web Site: www.alexairapparatus.coi SHIP TO Monticello Fire Department Monticello, MN S.O. # Promise Date Terms Sales Rep N30 Corey P.O.# QTY R PART NUMBER DESCRIPTION PRICE E�EOCh (Ete 1 VAC10H-E3 Bauer Mini Verticus Compressor System $26,450.00 $26,450.00 6000psi, 9.7 scfm, 4 Stage, 7.5hp, 3 phase $0.00 $0.00 1 CFS5.5-3S Bauer 3 Position CFS equipped with inlet $9,210.00 $9,210.00 pressure gauge, adjustable regulator $0.00 fill control valve, and fill pressure gauge $0.00 $0.00 1 DFTM/CSCD Bauer Dual Function Control Panel 1$2,367.25 $2,367.25 Top mount, 4 bank I $0.00 1 RCK-0037-4 auer Cyliner Rack for (4) 6000psi Cascade Cylinded $1,175.00 $1,175.00 1 RF/REG Remote Fill Hose Connection $1,227.00 $1,227.00 including adjustable regulator up to 6000psi $0.00 $0.00 1 Installation $3,500.00 $3,500.00 $0.00 4 IS06000 ISO 6000psi Cascade Cylinder $1,350.00 $5,400.00 1 Installation and Delivery $0.00 $0.00 Installation excludes electrical Hook-up as $0.00 we are not certified Electrcians. Alex Air will $0.00 work closely with Electricians for proper electrical $0.00 requirements $0.00 *CUSTOMERS THAT HAVE AOT PROVIDED TAX SHIPPING: $1,200.00 EXEMPT FORMS WILL BE CHARGED APPLICABLE Tax Rate SUB: $49,329.25 SALES TAX *FREIGHT PREPAID & ADDED TAX: $0.00 *F.O.B SHIPPING POINT TOTAL: $50,529.25 *THIS IS NOT AN INVOICE Authorized Signature of Approval City Council Agenda — 03/11/2019 2K. Consideration to approve a Development Stage Planned Unit Development for Vehicle Sales & Rental for a Recreational Vehicle Dealership, and Preliminary Plat for Groveland Fifth Addition (Revised Application) Applicant: Monticello RV — Scott Kunz (NAC) Property: Legal: Outlot D, Groveland Addition PID: 155125000040 Planning Case Number: 2018-047 A. REFERENCE & BACKGROUND Request(s): Development Stage PUD, Preliminary Plat These applications were previously reviewed by the Planning Commission in January, but tabled by the applicant prior to City Council review. The applicant and property owner have made changes to the PUD and preliminary plat applications and plans, which were subsequently reviewed by the Planning Commission in February. Deadline for Decision: April 13, 2019 Land Use Designation: Places to Shop Zoning Designation: B-3 Highway Business The purpose of the "B-3" (Highway Business) district is to provide for limited commercial and service activities and provide for and limit the establishment of motor vehicle oriented or dependent commercial and service activities Overlays/Environmental Regulations Applicable: Current Site Use Surrounding Land Uses: North: East: South: West: Freeway Bonus Sign Overlay District Vacant Highway Commercial (RV Dealership) Self -Storage Commercial Single Family Residential Vacant Commercial City Council Agenda — 03/11/2019 Project Description: The site is currently zoned B-3, Highway Business. For this area, commercial development is anticipated that takes advantage of highway -related businesses that include those selling and servicing motor vehicles, as well as hospitality uses that specifically serve traveler business, e.g., hotels and restaurants, in addition to local customers. Common commercial building and site planning requirements apply in the B-3 District. Under the proposed PUD District, there is an expectation that the City will consider flexible development plans that incorporate design which may not meet the specific requirements of a typical zoning district, but which because of the design elements, exceed the City's planning and zoning objectives for the location in question. The proposed use is a Recreational Vehicle sales and service facility, an allowed Conditional Use in the B-3 District. The service aspect of the use is expected to be limited to minor repair and cleaning of used vehicles, along with pre -sales prep of new units prior to sale. In review discussions, the applicants have raised consideration of an RV sewage dump station, a common component necessary for the operation of their business with previously used vehicles. This is not currently shown on the PUD plans. The site plan and narrative for final stage PUD may identify the operational aspects of this facility, subject to the requirements of the City Engineer. In this case, the applicants are seeking PUD approval to avoid the building size/ratio requirements that are otherwise applicable to motor vehicle sales facilities. The commonly applicable standard would be 9% of the lot area, or 20,000 square feet, whichever is greater. For the subject 6 acre site, 9% would be more than 23,000 square feet. With their first application, the applicants proposed a building area of 20,000 square feet, with an optional mezzanine and storage area. The applicants note that this proposal is made in lieu of two smaller separate buildings on smaller parcels that would have a lesser (7%) building size requirement. Comments relating to various aspects of the proposal are highlighted below. PUD Revision: Prior to review of the Development Stage PUD and Preliminary Plat by the Council in January, the applicants requested tabling of the item to consider changes to the PUD. The applicant brought the requested changes forward to the Planning Commission on February 26th. The applicants, due to budget concerns, propose to modify some aspects of the approval. Essentially, the changes are summarized as: Oil City Council Agenda — 03/11/2019 1. Reduce the overall size of the building by 1,800 square feet, leaving (including a finished mezzanine level) a total of 18,200 square feet of floor area. 2. Alter the exterior finish by: a. Replacing the originally approved side entrance cover and stone support columns with a smaller vestibule with metal sides and cover. b. Eliminating the wainscot of rock -faced block (the applicants suggest that this exterior material was shown on the original plans in error). 3. Amend the Preliminary Plat to accommodate a title discrepancy related to vacated right-of-way ownership in the northwest corner of the adjacent Outlot A. Site Planning and PUD. The site plan relies on a single access point from Chelsea Road in the northeast corner of the site. This access point would serve customer and employee automobile traffic, as well as larger recreational vehicle traffic in and out of the site. The building is located near the access drive, and is shown with a row of customer parking adjacent to the building in front, and an additional row of what is likely to be employee parking adjacent to the rear of the building. The layout of the building itself includes the main customer entry on the north side of the building (facing Chelsea Road), which serves the main sales lobby, offices, and parts sales. As noted above, the revised total proposed building square footage is now approximately 18,200 square feet, including mezzanine. The south (rear) portion of the building consists of service area, with five overhead doors on each side (east and west) of the building providing interior access to vehicles for service. The proposed site plan anticipates a field of display vehicles to the west of the building, encompassing the entire property, with the exception of a stormwater pond along the west boundary of the site, and the raised landscaped berm separating the property from the residential neighborhood to the south. A row of recreational vehicles would extend along the entire east boundary as well as the full frontage of the property along Chelsea Road. At the concept review for this PUD project, staff noted the City's interest in ensuring that commercial buildings such as this one were prominently exposed to the street. As shown on the site plan proposal, the building would be separated from the street by the row of display vehicles along the Chelsea Road frontage. During the first application review by the Planning Commission in January, staff recommended that the applicant consider replacing the row of RVs directly in front of the building along Chelsea Road with the rear passenger vehicle parking. As a part of this change, the building could be shifted slightly (about 20 feet or so) toward 3 City Council Agenda — 03/11/2019 Chelsea Road. In this way, the display vehicles could be located along the south boundary line as a result (where there are currently no vehicles planned). The Planning Commission revised that recommendation to require instead a 50' clear zone on the Chelsea Road frontage. With this change, the building would be more visible from the street. The applicant has revised their site plans to reflect conformance with the Planning Commission condition. Preliminary Plat. The proposed plat consists of a subdivision creating the proposed RV dealership parcel on the east half of the subject property (Lot 1), a parcel of approximately 6.09 acres in area. Lot 1 includes a small extension that divides the single family neighborhood to the south, and which would continue to be the responsibility of the RV owner for maintenance. This extension had originally been included in the Groveland plat to accommodate pedestrian connections between the residential neighborhood and Chelsea Road. Since the time of the original Groveland plat, that connection has been found to be unnecessary. At this time, no other use or owner for the property has emerged. As a result, it will be attached to the subject property, but not available for commercial uses or other occupancy. The outlot comprises the remaining land, approximately 5.7 acres, extending west to the intersection of Chelsea Road and 901h Street. This parcel will require replatting prior to its development. The plat appears to meet the requirements of the City's subdivision ordinance, subject to detailed civil and engineering comments made by the City's engineer. Those comments are included as an exhibit to this report. Preliminary Plat Revision The applicants have also requested an amendment to the Preliminary Plat, related to title issues resulting from prior street vacation for the previous re -alignment of Chelsea Road in the northwest corner of the proposed Outlot A, the adjoining parcel remaining after the current parcel is platted for the RV Center development. The plat revision addresses a small area that does not affect the current project, and raises no issues for overall plat design. ANALYSIS PUD Amendment/Revisions. The Planning Commission recommended approval of the original PUD application, with the conditions below (modified as shown from the original staff report relating to the building location and front visibility): 1. Ensure east boundary will not create concerns over interference with existing adjacent property improvements. 2. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. L! City Council Agenda — 03/11/2019 3. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance regulations. 4. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. 5. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. 6. Provide materials detail for proposed retaining wall. 7. Compliance with the recommendations of the City Engineer's report dated December 12, 2018. 8. Execute a Development Agreement for the plat and Planned Unit Development. 9. Installation of a Fire Department lock box as directed by the Fire Marshal. 10. Submission of a plan demonstrating adequate circulation and turning radaii area for Fire Department apparatus. 11. Planned Unit Development and site plan will accommodate a 50' clear zone area at the entrance to accommodate building views from Chelsea Road. This area may include signage as allowed by ordinance. The applicants have modified the site plan as required by Condition 11, but as noted, are seeking changes to the building, both in total size and materials. As a condition of the original approval (Condition 3), the applicants are required to prepare and submit sign plans as a part of the Final PUD consideration. At this stage, the plans include undimensioned wall signage on the front and side of the building, and no freestanding sign as discussed at the hearing. As noted in the original staff report, the primary concern for staff was commercial - compatible quality building materials, and visibility of said building from Chelsea Road. The proposed building is a textured metal panel building with a "timber" and stone supported canopy over the front entrance. The metal building material is faced with texture to simulate EFIS or stucco treatment on all sides of the proposed building. The plan also retains the rock -faced block "pilaster" columns on each of the building's sides, but removes the rock -faced block wainscot which was shown on all sides of the building with the original application. As noted above, the applicants suggest that the wainscot was shown previously by mistake. It has been common for the City to impose a condition on such buildings that the metal panel construction is augmented with a more standard commercial building material, such as stone, brick, or textured block on the portion of buildings facing the public. In considering the metal panel materials for the adjacent PUD (Affordable Storage), the City and developer agreed to include the rock -face wainscot and textured or stucco panels for all building facades facing Chelsea Road (as well as Innsbrook Drive). 5 City Council Agenda — 03/11/2019 The Lake Region/Monticello RV PUD was approved with the expectation that these materials would be utilized, in exchange for a building slightly below the size threshold required for vehicle sales and display. The Planning Commission took care to retain visibility of the building from Chelsea Road, accommodating the applicant's request to reduce the overall vehicle sales area by 50 feet, rather than the 100+ feet recommended by staff. Further reducing the size of the building may have only nominal impacts on the intent of the PUD, however, eliminating architectural and materials features, particularly on the front or northeast facing fagade, would appear to be counter to the PUD approval, and inconsistent with other PUD approvals, including the property directly adjacent to this one. As with all PUD projects, the City is tasked with finding that the flexibility offered from the standard zoning requirements is more than offset by other improvements and/or amenities on the proposed project. In this case, the applicant suggests that retaining the vertical pilaster columns (rock - face block) are commensurate to the wainscot treatment of similar PUD projects. In altering the current building side entrance treatment, the applicants also note that this change is offset by the new plans which include an increased amount of green space on the west end of the site. In that area, the applicants have increased the size of the stormwater pond area by replacing retaining walls with a larger sloped -bank pond, resulting in greater green space and reduced paved sales/display surface. The applicants have also suggested the addition of glass within the overhead door panels. Staff suggested that if the Planning Commission were inclined to allow modification to the building materials as proposed, staff would recommend retaining the wainscot on the front fagade portion of the building. As a final note, as the applicants have provided a revised site plan showing compliance with the required 50 foot green space. Staff would recommend that the two overstory trees shown on the landscaping plan be relocated to expand and preserve the visibility into the site that has been the objective of other conditions of approval. A staff -created illustration of this concept is shown below: G City Council Agenda — 03/11/2019 Parking. As noted above, the building includes nearly 8,500 square feet of office, parts sales, and customer lobby area, along with 2,000 square feet of mezzanine storage and 7,500 square feet of vehicle service floor area. Indoor storage and vehicle service area creates a parking supply requirement of 10 spaces at one space per 1,250 square feet. Vehicle sales parking requirements are 8 spaces for the first 1,000 square feet, plus one space per 800 square feet of additional floor area. The applicant's site plan shows 20 spaces. There is more than enough paved area to accommodate the requirement — the applicant may stripe fewer spaces if their need is less under PUD flexibility, with the understanding that an increase in parking space demand would require additional parking lot striping. The applicant notes that many customers drive into the sales/display area of the lot and park temporarily to view specific models, rather than utilize the standard parking area. There is adequate space for this to occur, and it has the effect of reducing the demand on the striped parking lot. Landscaping. The applicant has submitted a landscaping plan that generally follows the pattern established by the adjacent self -storage development. The plan includes a double -row of Black Hills Spruce along the southern boundary supplementing the berm and existing tree planting which screens the site from the residential property. It should be noted that overstory trees (Burr Oak) along the south boundary will likely be moved back from the curb line to accommodate recreational vehicle movements in the display area. The applicant's plan includes a summary of the City's landscape quantity requirements, and shows that the plan will meet those requirements. 7 City Council Agenda — 03/11/2019 It is noted that the applicants do not propose any fencing at this time. The applicant's project narrative states that any future fencing would match the style constructed as a part of the self -storage project. One note relates to the existing fencing along the border between this site and the neighboring self -storage business. The applicant proposes a curb line approximately 20 feet from the boundary, along which the self -storage owner constructed a boundary fence. The revised application covers this area behind the curb with rock mulch, over which recreational vehicles would extend. No new trees have been proposed in this area. Moreover, there is no specific buffer zone required between similarly zoned commercial property. As such, the proposal does not appear to be counter to any specific zoning objectives as now proposed. A retaining wall was originally proposed for the west side of the site, along the proposed infiltration pond. However, with the revised site plans, the infiltration area has been redesigned, adding green space and eliminating the need for retaining wall. Lighting. The applicant's lighting plan relies on only a few lights (seven total) in the sales/parking lot area along the north boundary of the paved area, and seven wall - pack fixtures on the building, only one of which would be on the south side of the building. These fixtures will be required to cast light downward, and the photometric plan shows zero foot-candles of light spread well within the boundaries of the site. Signage. The applicant notes that they are located within the freeway bonus sign district and expect to install a freestanding sign consistent with these allowances along the Chelsea Road frontage. The ordinance accommodates one 32 foot tall sign with a maximum square footage of 200 square feet. With the original plan set, no free-standing signage details were provided — an amended final stage plan should detail the proposed location of the freestanding sign. Wall signage of up to 15% of the silhouette area of the front building fagade is permitted by ordinance. It should be noted that informal measurements by staff would suggest that the illustrated wall signage on the elevation plans would meet this aspect of the code. The applicant further notes that wall signage will be prepared, along with the freestanding sign, that is consistent with the allowance of the base zoning regulations without need for PUD consideration. Building Design. The proposed building materials consist of composite insulated panels, with an exterior which simulates a stucco or EFIS finish, and cultured stone accents. In discussing the design aspects with the applicants, the building is proposed to be 28 feet in height at its highest point. The architectural design shows sidewalls with parapets that will appear as a flat -roof building. For rooftop mechanical equipment which extends above the parapet, the applicant will utilize a painting City Council Agenda — 03/11/2019 scheme that is consistent with the colors used in the building architecture. All of these elements are consistent with the requirements of the zoning ordinance. Grading and Drainage, and Utilities. The City's consulting engineer has reviewed the revised plans and has made subsequent comments, which are included for reference. Accessory Use Requirements Trash Handling. The applicants intend to provide an exterior trash enclosure. This facility should reflect materials and/or colors used in the principal building. Moreover, staff would recommend that the enclosure is located so as to screened from both the street and the residential areas to the south. An amended site plan should identify location and construction details. Accessory Buildings. No accessory buildings are proposed for the site. As previously noted, the applicant has indicated that only minor repair and servicing of vehicles will occur and be limited to the interior of the principal building. Rezoning The PUD zoning will apply to the proposed development parcel, legally described as the proposed Lot 1, Block 1, Groveland 5th Addition. The applicant and property owner have verified this is the intended zoning consideration. Final rezoning to PUD consideration occurs concurrent with the final stage PUD and Final plat. Therefore, a draft ordinance has been prepared for the PUD zoning but is not part of the decision at this time. Final Plat and Final Stage PUD Pending decision on the current application submittals for development stage PUD and preliminary plat, the applicant will be required to submit for final stage PUD and final plat documents which demonstrate compliance with Exhibit Z conditions. The City Council will consider those applications, along with final rezoning action and development agreement at a later date. Planning Commission Recommendation January 2'a 2019 Planning Commission Review The Planning Commission first reviewed this item on January 2" d, 2019, holding a public hearing on the rezoning, development stage PUD and preliminary plat requests. The Commission heard testimony from the applicant, Scott Kunz of Monticello RV. Mr. Kunz provided a revised site plan illustrating an area of green space that would E City Council Agenda — 03/11/2019 provide better visibility from the street to the building, as well as an area for the intended pylon sign. Mr. Keith Burnham, property owner of Affordable Storage, located to the east of the subject site, also addressed the Commission. Mr. Burnham expressed concern with the location of the access point at the east end of the property. He explained that the configuration of the road could create site line issues at this point. Mr. Burnham also indicated that his preference would be to add an additional 5' of space along with east boundary of the site. This additional space would further prevent vehicle damage to the fenceline required to be installed along that boundary for his project. He noted that this issue was raised in the concept PUD presentation. Mr. Kunz explained to the Commission that the east curb line will act as a wheel stop for the vehicle display in that area, and that the size of the units should prevent any overhang deep enough to impact the fenceline. He also noted to the Commission that the vehicles displayed at the front would be lower in height. Staff notes that the engineer's report indicated that the access had been reviewed and found to be acceptable. In their discussion, the Planning Commission indicated their preference for better sight lines to the building. They also inquired as to why no final signage plan was provided. Staff noted that the applicant did provide for wall signage plans with their submittal and with the knowledge that the applicant is now considering a free- standing sign, the applicant will be required to provide that detail at final stage PUD. It is further expected that signage for the site will comply with base ordinance requirements. Staff also noted that the Fire Marshal had an opportunity to review the plans and had recommended the addition of two conditions to Exhibit Z: 1) a fire department lock box be installed on any gate or access to the building and 2) the access be reviewed for fire department apparatus turning radaii. The Planning Commission made a motion to recommend approval of the rezoning to PUD, development stage PUD and preliminary plat, contingent on the additional Fire Department conditions, and a condition requiring a revised site plan demonstrating a 50' clear area for visibility to the building from the right of way. The Commission did not recommend moving the east curb line from the 20' provided. February 26`h, 2019 Planning Commission Review Prior to review of the Development Stage PUD and preliminary plat applications by the Council, the applicant requested tabling of the item to make changes to the PUD. 10 City Council Agenda — 03/11/2019 Subsequently, the applicant provided revised plans, which were processed as a new application and a new public hearing was noticed and held by the Planning Commission on February 25th, 2019. The applicant was present during the hearing to discuss the item with the Commission. No other members of the public were present to address the Commission on the item. After discussion regarding the proposed building size and building materials changes, the Commission recommended unanimously the approval of the rezoning to PUD, Development Stage PUD and preliminary plat, with the conditions as attached in Exhibit Z. The Commission indicated that the flexibility in building size should be accommodated by retaining the front and east side rock -face block wainscot as originally proposed. B. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative #1 below for both decisions. Decision 1. Consideration of the amended Development Stage PUD for Monticello RV. 1. Motion to approve the Lake Region RV PUD as amended, contingent on compliance with the conditions of Exhibit Z and based on findings in Planning Commission Resolution PC -2019-010. 2. Motion to deny the Lake Region RV PUD as amended, contingent on compliance with the conditions of Exhibit Z and based on findings to be made by the City Council. 3. Motion to table action on the request, subject to additional information as requested. Decision 2. Consideration of an amendment Preliminary Plat for Groveland 5th Addition. 1. Motion to approve the Groveland 5th Addition Preliminary Plat, contingent on compliance with conditions of Exhibit Z, and based on the findings in Planning Commission Resolution No. PC 2019-008. 2. Motion to deny the Groveland 5th Addition Preliminary Plat, contingent on compliance with conditions of Exhibit Z, and based on the findings to be made by the City Council. 3. Motion to table action on the preliminary plat, subject to additional information as requested. C. STAFF RECOMMENDATION Staff is supportive of a portion of the amendment, specifically, reducing the overall building square footage to the 18,200 square foot level, including mezzanine, as requested. 11 City Council Agenda — 03/11/2019 As noted to the Planning Commission, staff had concerns regarding the diminished building materials proposal. As noted in the text, this change would be inconsistent with the intent of PUD as a zoning technique intended to accommodate flexibility only where it results in an overall improvement in site use and design. While the reduced impervious surface is a welcome change, the primary issue has related to commercial -building materials and views. As such, as noted in the report, staff recommends retaining the wainscot on the front facade. The Planning Commission concurred, adding the condition that the applicant retain the brick wainscot on the front (north) and east facing facades. Also as noted, staff would also suggest a minor modification to the landscape plan to move two overstory trees that will result in improved visibility into the site, as illustrated in this report. With regard to the revised preliminary plat, staff sees no issues with the proposed changes, and recommends Decision 2. D. SUPPORTING DATA A. Resolution PC -2019-008, Preliminary Plat B. Resolution PC -2019-010, Development Stage PUD C. Resolution PC -2019-009, Rezoning to PUD D. Ordinance No. 709, Draft E. Aerial Site Image F. Supplemental Applicant Narrative G. Applicant Narrative H. Revised Application Plans, including: a. Preliminary Plat b. Title Sheet c. Details d. Existing Topography e. Grading, Drainage & Erosion Control Plan f. Utility and Paving Plan g. Site Plan h. Landscape Plan I. Building Floor Plans J. Proposed Building Elevation Plans K. Previously Reviewed Building Elevation Plans L. Photometric Plan M. City Engineer's Letter, dated 12/18/18 and 2/19/19 Z. Conditions of Approval 12 City Council Agenda — 03/11/2019 Development Stage PUD and Preliminary Plat Monticello RV Groveland 5' Addition 1. Relocate the two overstory trees shown on the landscaping plan as illustrated in this report. 2. Accommodate the reduced overall building size as request in the amendment plans and narrative. 3. Retain the rock -face wainscot material on the front facade facing Chelsea Road and east facade. 4. Ensure east boundary will not create concerns over interference with existing adjacent property improvements. 5. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. Wall pack and site lighting to conform to code requirements for cut-off shielding. 6. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance regulations. 7. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. 8. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. 9. Provide materials detail for proposed retaining wall. 10. Compliance with the recommendations of the City Engineer's report dated December 12, 2018. 11. Execute a Development Agreement for the plat and Planned Unit Development. 12. Installation of a Fire Department lock box as directed by the Fire Marshal. 13. Submission of a plan demonstrating adequate circulation and turning radaii area for Fire Department apparatus. 14. Planned Unit Development and site plan will accommodate a 50' clear zone area at the entrance.to accommodate building views from Chelsea Road. This area may include signage as allowed by ordinance. 13 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-008 RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR GROVELAND 5TH ADDITION WHEREAS, the applicant seeks to develop property legally described as Outlot D, Groveland Addition; and WHEREAS, the applicant has submitted a request to plat said property into a single lot and one outlot for commercial use; and WHEREAS, the site is guided for commercial uses under the label "Places to Shop" in the City's Comprehensive Plan; and WHEREAS, the proposed Plat is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the Planning Commission held a public hearing on February 26th, 2019 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 Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by continuing the development plans for commercial use. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as a commercial area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. 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 Preliminary Plat for Groveland 5th Addition, subject to the conditions listed in Exhibit Z of the staff report as follows: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-008 1. Relocate the two overstory trees shown on the landscaping plan as illustrated in this report. 2. Accommodate the reduced overall building size as request in the amendment plans and narrative. 3. Retain the rock face block wainscot of the original PUD approval on the front and east facades. 4. Ensure east boundary will not create concerns over interference with existing adjacent property improvements. 5. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. Wall pack and site lighting to conform to code requirements for cut-off shielding. 6. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance regulations. 7. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. 8. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. 9. Provide materials detail for proposed retaining wall. 10. Compliance with the recommendations of the City Engineer's report dated December 12, 2018. 11. Execute a Development Agreement for the plat and Planned Unit Development. 12. Installation of a Fire Department lock box as directed by the Fire Marshal. 13. Submission of a plan demonstrating adequate circulation and turning radaii area for Fire Department apparatus. 14. Planned Unit Development and site plan will accommodate a 50' clear zone area at the entrance.to accommodate building views from Chelsea Road. This area may include signage as allowed by ordinance. ADOPTED this 26th day of February, 2019, by the Planning Commission of the City of Monticello, Minnesota. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-008 MONTICELLO PLANNING COMMISSION 0 ATTEST: Bra Angela Schum , CSS unity Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-010 RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR GROVELAND 5TH ADDITION, A COMMERCIAL PLAT CONSISTING OF ONE DEVELOPMENT PARCEL AND ONE OUTLOT WHEREAS, the applicant has submitted a request to rezone its property with PID No. 15512500004 from B-3, Highway Business to PUD, Planned Unit Development District; and WHEREAS, the applicant concurrently proposes to develop the property for commercial uses under the proposed Planned Unit Development zoning process of the Monticello Zoning Ordinance; and WHEREAS, the site is guided for commercial uses under the label "Places to Shop" in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long-term use and development of the property for commercial uses; and WHEREAS, the Planning Commission held a public hearing on February 26t1', 2019 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 PUD, pursuant to certain conditions, provides an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for commercial uses is consistent with the City's interest in promoting the long-term planned land uses in the area. 3. The proposed improvements on the site under the Development Stage PUD are consistent with the needs of the PUD in this location. 4. The improvements will have impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 5. The PUD flexibility for the project, including incorporation of original building size standards and other zoning requirements, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-010 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 Development Stage PUD, subject to the conditions listed in Exhibit Z as follows: 1. Relocate the two overstory trees shown on the landscaping plan as illustrated in this report. 2. Accommodate the reduced overall building size as request in the amendment plans and narrative. 3. Retain the rock face block wainscot of the original PUD approval on the front and east facades. 4. Ensure east boundary will not create concerns over interference with existing adjacent property improvements. 5. Maintain lighting compliance with code, ensuring that lighting levels will minimize impacts on adjacent property. Wall pack and site lighting to conform to code requirements for cut-off shielding. 6. Prepare and submit sign plans that demonstrate compliance with Sign Ordinance regulations. 7. Noise Ordinance compliance — including no outdoor paging/speakers that are audible from adjoining residential areas. 8. Limit use of extended parcel to the south to landscaping and revise the landscaping plan to identify plantings and maintenance. 9. Provide materials detail for proposed retaining wall. 10. Compliance with the recommendations of the City Engineer's report dated December 12, 2018. 11. Execute a Development Agreement for the plat and Planned Unit Development. 12. Installation of a Fire Department lock box as directed by the Fire Marshal. 13. Submission of a plan demonstrating adequate circulation and turning radaii area for Fire Department apparatus. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-010 14. Planned Unit Development and site plan will accommodate a 50' clear zone area at the entrance.to accommodate building views from Chelsea Road. This area may include signage as allowed by ordinance. ADOPTED this 26 h day of February, 2019, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COM SSION By: �0 Brad F ATTEST: Angela Schu nn ommunity Development Director 3 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-009 RECOMMENDING APPROVAL OF A ZONING MAP AMENDMENT REZONING THE SUBJECT PROPERTY FROM 66B-399, HIGHWAY BUSINESS DISTRICT TO "PUD", PLANNED UNIT DEVELOPMENT DISTRICT WHEREAS, the applicant has submitted a request to rezone a portion of Outlot D, Groveland Addition (being replatted as Groveland 5th Addition) subject to its platting into developable lots; and WHEREAS, the proposed amendment is consistent with the long-term use and development of the property suggested by the Comprehensive Plan; and WHEREAS, the original preliminary plat for the area commercial uses for the subject area; and WHEREAS, the Planning Commission held a public hearing on January 2°d, 2019 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 rezoning is an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for commercial development is consistent with the City's economic development objectives. 3. The amendment results in a zoning designation that more closely achieves the goals and objectives of the Comprehensive Plan than would the current B-3 zoning. 4. The amendment results in the potential for development that would be compatible and consistent with the expecting surrounding land uses in the area. 6. The resulting land uses will have impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the subject property as proposed. 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 adopts Ordinance No. rezoning the subject property from "B- 3", Highway Business District to "PUD", Planned Unit Development District. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-009 ADOPTED this 26'x' day of February, 2019, by the Planning Commission of the City of Monticello, Minnesota. ATTFgT- Ang MONTICELLO PLANNING COMMISSION 0 Brad )evelopment Director ORDINANCE NO. 709 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE GROVELAND 5th ADDITION MONTICELLO RV PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-3, HIGHWAY BUSINESS DISTRICT TO GROVELAND 5th ADDITION MONTICELLO RV PUD, PLANNED UNIT DEVELOPMENT: LOT 1 BLOCK 1; GROVELAND 511 ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (XX) Groveland 5th Addition — Monticello RV PUD (a) Purpose. The purpose of the Groveland 5th Addition — Monticello RV PUD District is to provide for the development of certain real estate subject to the District for multiple family residential land uses. (b) Permitted Uses. Permitted principal uses in the Groveland 5th Addition — Monticello RV PUD District shall be vehicle sales and rental uses uses as found in the B-3, Highway Business District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated 2019, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to vehicle sales and rental uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Groveland 5th Addition — Monticello RV PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the B-3, Highway Business District, shall apply. ORDINANCE NO. 709 (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-3, Highway Business District to Groveland 5th Addition — Monticello RV PUD, Planned Unit Development District: Lot 1, Block 1, Groveland 5th Addition Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 11th day of March, 2019. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor 2 i, t , ,00 :al, Zz 6Sul- !L uro /fill Vi�"G 9 1 1 1 1 11111 } 111.0 44d IML Angela, As we have gotten closer to final design and budget, we have had to make some modifications to the project that we felt we should share we the planning commission before we went to council. We have had an overall budget increase of $800,000 dollars from our starting budget. That puts our project projection over 4 million dollars before inventory. This maxes us out with our lender as well as making the project to difficult to work financially. We are coming back to planning with some needed changes. We did to remove 10 feet in the width of the building deducting 1800 sq.ft., but adding open mezzanine space of 2200 sq. ft., for total building space of 18,200 feet what we originally were looking for as the mezzanine was originally not in the project We modified the side entrance to not be as grand as the front entrance. We removed a rock face block wainscoting on the lower part of the building that was on some of the drawings but not on the pictures, and replaced it with the same material as the upper part of the building. This block face accent is still on the columns. The wainscoting was never intended to be part of the project, but put on the drawing in error by the architect. By turning the building as requested. Although it looks great it created some east to west drainage problems. We had to handle that by putting in some expensive under ground storage tanks / large pipe system to handle the water to our ponding area. Another addition we made to the project was the change from are deep trench like pond to give up a rather large portion of parking spots which creates a much larger area of green space. We had to make these minor changes to try to get things back into a budget that works. Everyone involved in this project has work very hard to make the adjustments needed to keep this project alive. We appreciate your consideration of our request. Also please note that there is an issue not affecting this lot, but may require a small change to the plat in the north west corner where the city vacated Chelsea road that has to do with vacation law that we can advise you of. Thank -you Sincerely, Scott Kunz and Shawn Weinand February 12, 2019 Ms. Angela Schumann Community Development Director 505 Walnut Street Monticello, MN 55362 Re: Replat of out lot D Groveland addition and PUD for DSB Ventures (Monticello RV Center) narrative OCello and DSB Ventures has entered into a purchase agreement to sell DSB ventures 5.98 acres on the eastern portion of outlet lot D Groveland addition PID # 155125000040, 260,488 square feet. This would be the West border of Affordable Storage presently is zoned B3. The applicant DSB Ventures (Monticello RV Center) will purchase the raw land and are contracting with Kinghorn Construction to build the building. It would be the intention of DSB to develop the site into a second location for Monticello RV Center. They desire to do this by requesting to rezone from B-3 to a PUD which will allow some flexibility with building size. It would allow one larger facility be built in 2019, versus 2 smaller buildings to be built over a period of time. Total square footage for the building is 18,200SF which includes 2,200SF of mezzanine. The portion of the berm that is on the commercial property is approximately 40 feet by 640 feet (25,600) square feet of buffer space that is not usable for parking or lot development. Ocello did plant pine trees at the top on the residential property that have developed into a very nice buffer between the residential and the commercial properties. It would be our intention to continue with pine tree plantings and mulch just as affordable storage has done to extend the buffer and the continuity to the projects. It is our understanding that Affordable Storage is doing a decorative fence on the East border of this property. It would be our intention to do rock landscaping on this border. On the West border we would landscape a long shallow filtration pond to tie into one of the hookups provided to this site on Chelsea road that ties to the regional pond. Across the front Boulevard on Chelsea road we will have landscaped green space divided by the regional trail. The overhead door finish on the building is as follows: The OHD closest to Chelsea will be aluminum and glass construction similar to a storefront system. The remainder will be an insulated metal panel with embossed finish these will have windows across 2 panels. Currently we anticipate only one entrance in and out of the site. The front part of this lot falls under the highway sign designation, so are plans are to put a sign the complies with those requirements. We have not finalized our other signage plans, but do not anticipate any extra sign requirements. As the signage portion of the project develops we will communicate with the city. We understand we will need a CUP to operate. Should we decide to fence any portion of the property we would continue with the decorative design of the metal on the East border or similar product. We feel our project is a good fit to the neighborhood. It's a acceptable use in a B3 zoning with a CUP. The property is presently zoned B3. There is a good buffer between uses and very little impact to the area, low traffic and a quiet operation, and brings a good tax base to the city while adding numerable well -paying jobs. It is understood that there will be development, SAC/WAC, trunk, building permit, etc. fees that will be associated with this project. GROV LAND 5TH ADDITION PRELIMINARY LAT R=706.75 F\ F\ n F\ F\ L=183.70 \ LLC < < " OWNER: i / \ i --D=14°53'33SHAWN CWEINOAND CHIEF MANAGER / \ L ' — \ L ' L' IN. LINE OF VACATED--- i C.Brg=N88°36'49"W --- SOS, 4065 CHELSEA ROAD WEST CHELSEA ROAD WEST C.=183.19 9oT Nlfl \ MONTICELLO, MN 55362 SOUTHEASTERLY AND EASTERLY LINE—, OF OUTLOT A, 90TH STREET 3RD ADDITION D CHELSEA SEA LEGAL DESCRIPTION \�o i ROAD wESTTE Outlot D, GROVELAND ADDITION and that part of vacated Chelsea Road West, as dedicated in OF VA CAGROVELAND ADDITION, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota, lying southerly of the centerline thereof, and also lying southeasterly and easterly of a line drawn parallel with and distant 80.00 feet southeasterly and rQ1 \QQ i VACATED CHELSEA ROAD WEST AND ,i /' :;'' `; 0 ro 3 ` RESERVED DRAINAGE AND UTILITY I�=�--, ' \ J ' easterly of the southeasterly and easterly line of Outlot A, 90TH STREET 3RD ADDITION, Y- g 05 �, / according to said plat on file and of record in the office of the County Recorder, Wright EASEMENT PER DOC. NO. /09/043. \ / / \ Dg�NQ 5 — — — — — — — ��\ \ ` ` / County, Minnesota, and also lying southwesterly of a line drawn parallel with and distant 80.00 G 8t G�1 f — — — — — — — _ — _ �,S feet southwesterly of the southwesterly line of Lot I, Block I, said 90TH STREET 3RD ADDITION. ---------------- -- -I-InI R=666. --L=509.32 _ / \ GJ --=43°46'02" — / //C/� 1 L/' I\111. l\I (, _ < _ `< THE SOUTHEAST LINE OF OUTLOT D �o "666? 5 N y \ ' / " " GROVELAND ADDITION, IS ASSUMED TO HAVE NT ER UTILITY EASADDITION v v v// 1 / / 1 ' A BEARING OF N22045'05"E Do15� DRAINAG T D GROVE�AND \ ;J�' �/ / \ Denotes monument found I/2 inch iron pipe marked as PER PLA shown. OUTLOT A v v - -- - -- /2 OPEN % 4 S „ ` ,;, ,y, O Denotes 1/2 inch x 18 inch iron monument set 220 v st�� .,I II vI marked by license no. 18425 unless otherwise shown. ® Denotes mag nail with brass disc set marked by \ \ license no. 18425 unless otherwise shown. A0.6=5.66 ACRES r \ n A=246,527 S T70 ��� 880 �� l "\ o ?09• a, y303 6CS' \ \ SO �R P�\O�R1714 E 39x74 �N�gODI7 01V ER RLS 10938 4, J \ \ 600 DoT 1 SETBACKS FRONT=30' BL0(_1%r't%'0'_ / - 11 BACK=30' A=6.09 ACRESSIDE=10'o/\ �- /III�A�� A=265,095 SF I o \ - V - 1 1I A I ,A\ F I I A I n / \ � / I" III I" ' / "I`J t I`: / /��// 'A' I\: / / oh 1CV \ 61 �AND v / — — ���lll / \ 0As MEN liIL >\ / \ / °O� _ r, Scale in feet 0' / I \ll \l1 I,I / n^.. 1 jv O / �/ "\ IL L;- I I,. n I I 0 50 100 150 6/ � / ,\ � \16 R=400.00 ONE INCH EQUALS FIFTY FEET DATE: 12-5-18 __ L=30.01--` 1/2 OPEN /F L - � / Kis 10938 A=4°17'53"/S65°55'51If i2 OPEN REVISED: 3-6-19 \ / 1 - 18.53 � _-- ! / ALLIANT ENGINEERING 0 c� z rK w w z CD 0 z Lnw / co 0 iLn 0-)� o / N W �> N Fy SITE DEVELOPMENT PLANS LAKE REGION RV LOT 1, BLOCK 1 - GROVELAND FIFTH ADDITION IN THE CITY OF MONTICELLO GOVERNING SPECIFICATIONS THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. THE 2013 EDITION OF THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA "STANDARD SPECIFICATIONS" SHALL GOVERN FOR SANITARY SEWER AND WATERMAIN WORK. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SHEET INDEX THIS PLAN CONTAINS 10 SHEETS SHEET NO. DESCRIPTION C1 TITLE SHEET C2 CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS C3—05 DETAILS C6 EXISTING TOPOGRAPHY AND REMOVALS PLAN C7 GRADING, DRAINAGE AND EROSION CONTROL PLAN F� C8 UTILITY AND PAVING PLAN ��. C9 SITE PLAN L1 LANDSCAPE PLAN -Hakanson ,,,Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 L_ L_ LLL L_ L_ Lc�10 L THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND I DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." at VI I I VI IYIVI1 11%—f LO9 WRIGHT COUNTY, MINNESOTA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 23461 DATE 11/29/18 CRAIG J.HeERSON P. E. LIC. NO. HAKANSONJ CN DESIGN ENGINEER DATE REVISION 1/23/19 PLAN REVISIONS PER CITY REVIEW SHEET C1 OF C9 SHEETS 3395.09 GENERAL CONSTRUCTION AND SOILS NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 8" TO 10" LOOSE LIFTS, AND COMPACTED TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 3. SUITABLE GRADING MATERIAL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. 4. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL EXPLORATION AND ENGINEERING REVIEW REPORT FOR ADDITIONAL SITE PREPARATION REQUIREMENTS. 5. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. 6. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. 7. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS. 8. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58S-28, SPEC. 3151, SHALL BE USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. SPECIFIC PG GRADES SHALL BE LISTED AT THE END OF THE MIX DESIGNATION NUMBER SHOWN ON THE TYPICAL SECTION. 9. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. 10. ALL DISTURBED AREAS SHALL BE RESTORED WITH 4" OF TOPSOIL AND EITHER SEED OR SOD. SEE LANDSCAPE PLAN FOR ADDITIONAL REQUIREMENTS. 11. ALL CONSTRUCTION SHALL CONFORM TO THE CITY'S GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION, DATED APRIL 2017, LOCATED ON THE CITY'S WEBSITE, ENGINEERING DEPARTMENT. GENERAL EROSION CONTROL NOTES: 1. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. 2. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL ACQUIRE THE MPCA NPDES CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. 4. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME. 5. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR. OBSERVATIONS SHALL BE RECORDED IN THE INSPECTION LOG. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION. 7. THE CONTRACTOR SHALL FILE A NOTICE OF TERMINATION WITH THE MPCA AFTER FINAL STABILIZATION HAS BEEN APPROVED. EXISTING HYDRANT 955 PROPOSED CONTOUR J > PROPOSED SANITARY SEWER Q >> PROPOSED STORM SEWER o I PROPOSED WATERMAIN HE PROPOSED CATCH BASIN o QQ PROPOSED STORM SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE CD V PROPOSED HYDRANT 71 w BMX APPROXIMATE SOIL BORING LOCATION w z 00 (F----W�SHEET � DETAIL NUMBER 0w NUMBER O � DATE REVISION o 1/23/19 PLAN REVISIONS PER CITY REVIEW N w �i Q N � w c) 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B) BITUMINOUS MATERIAL FOR TACK COAT 2 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB240B) 8" CLASS 5 AGGREGATE BASE APPROVED SUBGRAGE BITUMINOUS PAVEMENT SECTION C2 NO SCALE 72" DIA. MANHOLE V s 72" DIA. _ 951.00 21" RCP OUTLET PIPE POST LENGTH, 5 FT. MIN. J/ AT 6 FT. MAX. SPACING PLASTIC ZIP TIES (50LB TENSILE) LOCATED IN TOP 8" - DIRECTION OF GEOTEXTILE FABRIC, 36" WIDTH RUNOFF FLOW Z Z 0 w oM w cV N r O CL ---a-6" CONCRETE WEIR 24" PVC TO CB/MH #3 AND INFILTRATION TRENCH ------ 950.13 949.80 946.89 MAINTENANCE PLUG. PLAIN END BY FLANGE WITH BLIND FLANGE 6" DIP. SECTION A -A 4 CONCRETE WEIR DETAIL-STM/MH #9 C2 NO SCALE I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that am a duly Licensed Profession I Engineer under the laws of the State of MirAesota.f �� 1--. Glif 11 JUCHUM Date 11/29/18 Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ MACHINE SLICE 8"-12" DEPTH STANDARD MACHINE SLICED 2 SILT FENCE DETAILS C2 TO PROTECT AREAS FROM SHEET FLOW (SEE SPEC. 3886) Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com 1" CHAMFER 2% FINISHED GRADE d 6" ° d d ° d ° ° d °d m ° PARKING LOT j - 6 d PAVEMENT SECTION „ VARIES TOOLED JOINT ® 5'-0" - 4" CONCRETE OC MAX UNLESS NOTED OTHERWISE 3/4" 3/8„ r dV d ° 1/8"R d II III III III III III- �� COMPACTED SUBGRADE 4" GRANULAR BASE SIDEWALK NOTES: 1. PROVIDE EXPANSION JOINT A MAXIMUM OF EVERY 30' OC. THICKENED EDGE CONCRETE OC23 SIDEWALK SECTION - R-1733 CASTING RIM=955.54 r R-3246 CASTING FL=953.81 84" DIA. MANHOLE - R-1733 CASTING RIM=954.34 r TOP OF WEIR �ELEV=950.40 SECTION A -A 5 C2 24" RCP TO - - - 949.39 950.40 CB/MH #1B AND INFILTRATION BASIN - - IT 949.30 LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION 6" CONCRETES - WEIR 944.70 CB/MH #2 DETAIL NO SCALE SECTION B -B 21" RCP OUTLET PIPE MAINTENANCE PLUG. PLAIN END BY FLANGE WITH BLIND FLANGE 6" DIP. CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS CITY OF MONTICELLO, MINNESOTA SHEET C2 C9 SHEETS 3395.09 LEGEND - RIGHT-OF-WAY LINE PROPERTY LINE EASEMENT LINE - - -955- - - EXISTING CONTOUR > EXISTING SANITARY SEWER >> >> EXISTING STORM SEWER EXISTING WATERMAIN P -BUR BURIED ELECTRIC LINE FO -BUR BURIED FIBER OPTIC CABLE x x x EXISTING FENCE --------------------------- EXISTING CONCRETE CURB AND GUTTER EXISTING CATCH BASIN O EXISTING STORM SEWER MANHOLE O EXISTING SANITARY SEWER MANHOLE EXISTING WATERMAIN VALVE EXISTING HYDRANT 955 PROPOSED CONTOUR J > PROPOSED SANITARY SEWER Q >> PROPOSED STORM SEWER o I PROPOSED WATERMAIN HE PROPOSED CATCH BASIN o QQ PROPOSED STORM SEWER MANHOLE ® PROPOSED SANITARY SEWER MANHOLE CD V PROPOSED HYDRANT 71 w BMX APPROXIMATE SOIL BORING LOCATION w z 00 (F----W�SHEET � DETAIL NUMBER 0w NUMBER O � DATE REVISION o 1/23/19 PLAN REVISIONS PER CITY REVIEW N w �i Q N � w c) 1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B) BITUMINOUS MATERIAL FOR TACK COAT 2 TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB240B) 8" CLASS 5 AGGREGATE BASE APPROVED SUBGRAGE BITUMINOUS PAVEMENT SECTION C2 NO SCALE 72" DIA. MANHOLE V s 72" DIA. _ 951.00 21" RCP OUTLET PIPE POST LENGTH, 5 FT. MIN. J/ AT 6 FT. MAX. SPACING PLASTIC ZIP TIES (50LB TENSILE) LOCATED IN TOP 8" - DIRECTION OF GEOTEXTILE FABRIC, 36" WIDTH RUNOFF FLOW Z Z 0 w oM w cV N r O CL ---a-6" CONCRETE WEIR 24" PVC TO CB/MH #3 AND INFILTRATION TRENCH ------ 950.13 949.80 946.89 MAINTENANCE PLUG. PLAIN END BY FLANGE WITH BLIND FLANGE 6" DIP. SECTION A -A 4 CONCRETE WEIR DETAIL-STM/MH #9 C2 NO SCALE I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that am a duly Licensed Profession I Engineer under the laws of the State of MirAesota.f �� 1--. Glif 11 JUCHUM Date 11/29/18 Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ MACHINE SLICE 8"-12" DEPTH STANDARD MACHINE SLICED 2 SILT FENCE DETAILS C2 TO PROTECT AREAS FROM SHEET FLOW (SEE SPEC. 3886) Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com 1" CHAMFER 2% FINISHED GRADE d 6" ° d d ° d ° ° d °d m ° PARKING LOT j - 6 d PAVEMENT SECTION „ VARIES TOOLED JOINT ® 5'-0" - 4" CONCRETE OC MAX UNLESS NOTED OTHERWISE 3/4" 3/8„ r dV d ° 1/8"R d II III III III III III- �� COMPACTED SUBGRADE 4" GRANULAR BASE SIDEWALK NOTES: 1. PROVIDE EXPANSION JOINT A MAXIMUM OF EVERY 30' OC. THICKENED EDGE CONCRETE OC23 SIDEWALK SECTION - R-1733 CASTING RIM=955.54 r R-3246 CASTING FL=953.81 84" DIA. MANHOLE - R-1733 CASTING RIM=954.34 r TOP OF WEIR �ELEV=950.40 SECTION A -A 5 C2 24" RCP TO - - - 949.39 950.40 CB/MH #1B AND INFILTRATION BASIN - - IT 949.30 LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION 6" CONCRETES - WEIR 944.70 CB/MH #2 DETAIL NO SCALE SECTION B -B 21" RCP OUTLET PIPE MAINTENANCE PLUG. PLAIN END BY FLANGE WITH BLIND FLANGE 6" DIP. CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS CITY OF MONTICELLO, MINNESOTA SHEET C2 C9 SHEETS 3395.09 1 1'- 0" OR 5' IN BACK OF CURB 1Z CASTING 4" OR 6" VERTICAL WYE (PVC) 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' IIF CONCRETE WALK OR specification, or WATER TIGHT GASKET OR CEMENTED PLUG PIPE SIZE BITUMINOUS PATH ARE 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 1 1 tPVC HYDRAFINDER PRESENT i� 12.0 SQ FT FLAG \ MODEL 67 J 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM \\ HYDRANT HYDRANT 4. POURED CONCRETE THRUST BLOCKING W YELLOW OUT OF ORDER TAG 0 _ PLATE 3000 (NO TONGUE OR GROOVE AT TOP w TO BE INSTALLED ON PUMPER CONN. — OR BOTTOM OF THIS SECTION). CAST -IN-PLACE SHALL BE RESTAINED USING TIE RODS N 4' TO 10' AFTER BACK -FILL CL (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED BREAKOFF FLANGE EXISTING OR FUTURE STREET CURB OR GUTTER LINE w 1" TO 2" MAXIMUM CONCRETE DOGHOUSE REQUIRED ON a 0 ABOVE BURY LINE (FINISHED GRADE) z 0 FINISHED GRADE a VALVE BOX AS WATERMAIN SPECIFIED w :n 2 - Y 71" TO 2" r v_ M ` i l z 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE LO� 2" RAISED AREA TO FIT REQUIRED DIAMETER. 2 LAYERS OF w 2'- 6" AS REQUIRED 10' POLY (4 mil) v TYPICAL 3' DIAMETER BY 3' DEEP PIT-- w z z UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 1-1/2" CLEAR STONE r+1 I = r � 0 MEGALUG-\, THRUST MEGALUG BLOCKING BEH NO HYDRANT PRECAST CONCRETE BASE AS SPECIFIED (15"x 15"x 4") Standard Plate Library City of Monticello USE 4" OR 6" CISP PLUG AND CAP, TOP TO BE 1/2 " BELOW FINISHED GRADE f VARIES 10' TO 20' 1/4 STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALUG - GATE VALVE TEE BLOCKING THRUST BELOW GATE BLOCKING VALVE BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 --TIES REQUIRED TO CLEAN OUTS FINISHED GRADE C 7 \6" PVC RISER FOR NON-RESIDENTIAL 4" PVC RSER FOR RESIDENTIAL 0) O Ln 0) rq CD z Standard Plate Library z Cit of Monticello �z Ln w DO O Ln 0-) DATE REVISION o 1/23/19 PLAN REVISIONS PER CITY REVIEW N w Q > N � n 0'-' -D .. Title: Sanitary Clean -Out Date: 03-05 Plate No. Revised: 3006 M EGALI TEE AND BEND BEND WRAP PLUG WITH 4 MIL. POLY PLUG PLUG NOTES: 1Z CASTING 4" OR 6" VERTICAL WYE (PVC) 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' 1/8 BENDS 1 CONCRETE ENCASEMENT \\ 12" ALL AROUND (INCIDENTAL) specification, or WATER TIGHT GASKET OR CEMENTED PLUG PIPE SIZE \ 4 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 1 1 tPVC 4.0 SQ FT 6.0 SQ FT HORIZONTAL WYE (PVC) THRUST BLOCKING FOR CLEANING EQUIPMENT i� 12.0 SQ FT 3. THRUST BLOCKS BEARING AREA TO BE POURED 1 16" J 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM Q MAIN SEWER LINE. 4. POURED CONCRETE THRUST BLOCKING W SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN 0 _ PLATE 3000 (NO TONGUE OR GROOVE AT TOP 0) O Ln 0) rq CD z Standard Plate Library z Cit of Monticello �z Ln w DO O Ln 0-) DATE REVISION o 1/23/19 PLAN REVISIONS PER CITY REVIEW N w Q > N � n 0'-' -D .. Title: Sanitary Clean -Out Date: 03-05 Plate No. Revised: 3006 M EGALI TEE AND BEND BEND WRAP PLUG WITH 4 MIL. POLY PLUG PLUG NOTES: 1Z CASTING ADJUSTING RINGS 4" MIN - 12" MAX 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' COVER specification, or AND OVER. PIPE SIZE BEARING AREA 2. THRUST BLOCKING SHALL ONLY BE USED WHERE 1 1 6" 8" 4.0 SQ FT 6.0 SQ FT WORKING PRESSURES ARE LESS THAN 150 PSI. 1 10" - 12" 12.0 SQ FT 3. THRUST BLOCKS BEARING AREA TO BE POURED 1 16" 20.0 SQ FT AGAINST UNDISTURBED SOIL. — PRECAST PIPE, EXCEPT 48" DIA MAY BE 4. POURED CONCRETE THRUST BLOCKING ASTM C 478 CONCRETE PIPE, SEE MnDOT STANDARD SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN z — 8" CAST -IN-PLACE _ PLATE 3000 (NO TONGUE OR GROOVE AT TOP 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND © CONCRETE — OR BOTTOM OF THIS SECTION). CAST -IN-PLACE SHALL BE RESTAINED USING TIE RODS N 4' TO 10' CONCRETE OR MASONRY CONSTRUCTION Standard Plate Library City of Monticello Title: Blocking for Watermain Date: 03-05 Plate No. Revised: 03-17 2002 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. Q2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. Q3 MINIMUM STEEL REINFORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED O5 GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Standard Plate Library City of Monticello 03-15 1Z CASTING ADJUSTING RINGS 4" MIN - 12" MAX STANDARD FRAME & COVER specification, or INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL DESIGNED BY: � ROADWAY SURFACE direct supervision ngineer under and that I the laws SEE MnDOT STANDARD PLATE 4020 of the State of Mneso- FOR COVER REQUIREMENTS DRAWN BY: it - •HUM WALL CONSTRUCTION SHALL BE CLASS II — PRECAST PIPE, EXCEPT 48" DIA MAY BE ASTM C 478 CONCRETE PIPE, SEE MnDOT STANDARD zo z — 8" CAST -IN-PLACE _ PLATE 3000 (NO TONGUE OR GROOVE AT TOP F © CONCRETE — OR BOTTOM OF THIS SECTION). CAST -IN-PLACE o N 4' TO 10' CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED BY ENGINEER 000 w m CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE z 0 AND PIPE CONNECTION 2 � Q w :n 2 - Y r v_ M STRUCTURE - 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. Q2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. Q3 MINIMUM STEEL REINFORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED O5 GENERAL DIMENSIONS FOR CONCRETE APPLY TO BRICK AND CONCRETE MASONRY UNIT CONSTRUCTION ALSO, EXCEPT AS NOTED. ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Standard Plate Library City of Monticello 03-15 (OR APPROVED EQUAL) STANDARD CASTING - NEENAH R -3067-V OR I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my am a duly License Professikall direct supervision ngineer under and that I the laws TAE of the State of Mneso- SEWER BRICK (MnDOT SPEC 3616) DRAWN BY: it - •HUM MASONRY CONSTRUCTION TAE CHECKED BY: Date 11/29/18 Lic. No. 23461 CJJ MANHOLE (OR APPROVED EQUAL) STANDARD CASTING - NEENAH R -3067-V OR MANHOLE PLASTERED OR CATCH :,.: EXTERIOR CATCH 4" MIN - 12" MAX BASIN :::: BASIN �I MANHOLE COVER TO BE 48" DIA II WITH 24"x 36" DIA;:':: DIA SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Revised: 03 -17 4001 MEGALUG WATERA 8'X 12' INSULATION AT PIPE CROSSING 8'X 20' INSULATION \ FOR BOX SEE PLATE 2006 FOR DETAILS SM- ALL PIPE JOINTS WITHIN 1 D' OF A BEND SHALL BE RESTRAINED USING TIE RODS. PROPOSED STORM SEWER 45�' $" MEGALUG i 12" \\ 20' Title: Standard Plate Library City of Monticello MEGALUG RITES V� Watermain Offset Date: 03-05 Plate No. Revised: 03-17 2005 II � D A D f O� II /, PLAN CASTING TO BE SET 0.10' BELOW GUTTER ELEVATION A 35-1/4" 43" INSTALL INFRA SHIELD CURB INLET FRAME AND CURB BOX (OR APPROVED EQUAL) STANDARD CASTING - NEENAH R -3067-V EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE COLLAR �I MANHOLE COVER TO BE 48" DIA II WITH 24"x 36" 6" OPEN NGTMPE W 7 0 *15" 1 24" I 9" CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE *48"(TYP) AND PIPE CONNECTION *DIMENSION VARIES BASED ON STRUCTURE DIAMETER 1 RCP PIPE CONCRETE CATCH BASIN MANHOLE NOTES: AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R -3508-A2. Title: Standard Plate LibraryCatch Basin Manhole City of Monticello Date: 03-05 Plate No. Revised:4003 o3-17 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX OR APPROVED EQUAL" / STANDARD MANHOLE FRAME AND COVER GROUTING BETWEEN PIPE AND - MANHOLE BARREL SHALL BE WITH NON -SHRINKING CEMENT _ ALL MANHOLES WITH \ INSIDE DROP SECTION c `ADJUSTING RINGS MAX 12" SHALL BE 5' DIA (I.D.) MIN 4" - �. 27" DIA _ o I d- 8"1 c MANHOLE .SECTION TO BE ASTM C-478 CLASS II `t CIRCULAR REINF c' LATEST REVISION _ 48" DIA USE R-2 JOINT FOR ti w ALL MANHOLE JOINTS m STEPS AT 16" OC� 8" 8" "CRE-SEAL","RESEAL", OR APPROVED EQUAL o PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE m 0 VARIABLE MAX. 24" �2 L 6" MIN PRECAST BOTTOM SECTION WITH INVERT #5 AT 12" OC EACH WAY STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: 1� MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS -I -PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. 02 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP. LAKE REGION RV LOT 1, BLOCK 1—GROVELAND FIFTH ADDITION Standard Plate Library City of Monticello PROPOSED GRADE Title: Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 3001 03-15 1 NEENAH R-1975 1 s CASTING OR APPROVED EQUAL 7" SET CASTING ON CONCRETE BLOCKS 6" PVC RISER CLEANOUT CASTING C3 NO SCALE DETAILS SHEET C3 CITY OF MONTICELLO, MINNESOTA C9 SHEETS 3395.09 Ln J H D O a CL ca a: C-1 °0`b° 0�oti O°q O U �oo� FE w � Cc, LL N W .i H Standard Plate Library City of Monticello Riprap Detail Date: 03-05 Plate No. Revised: 03-15 4009 CONCRETE TO BE POURED INTEGRALLY WITH CURB CONCRETE CURB AND GUTTER EXPANSION JOINTS A B B _ 18" 4'e ° EXPANSION ° EXPANSION JOINTSL—A JOINTS PLAN 8618 CONCRETE CURB AND GUTTER APPLICATION APPROXIMATE ITEM 40 U 13 QUANTITY c d �0 Jo� CL a_ SEED MIXTURE 21-111 W i it it in WIDTH VARIES cc�� C d of z I�LO U o o� Ln z C I Ld a- LL w nQ� U3 SEED MIXTURE 33-261 3876 ' 11 LBS Standard Plate Library City of Monticello Riprap Detail Date: 03-05 Plate No. Revised: 03-15 4009 CONCRETE TO BE POURED INTEGRALLY WITH CURB CONCRETE CURB AND GUTTER EXPANSION JOINTS A B B _ 18" 4'e ° EXPANSION ° EXPANSION JOINTSL—A JOINTS PLAN 8618 CONCRETE CURB AND GUTTER APPLICATION APPROXIMATE ITEM SPECIFICATION 13 QUANTITY e. ° 17" MIN. 7 �0 Jo� „ 3/4 1 SEED MIXTURE 21-111 it it WIDTH VARIES 3876 o<Q _ 500 LBS _ I o� LIJ SECTION B—B w nQ� A—A SEED MIXTURE 33-261 3876 ' 11 LBS FERTILIZER TYPE 1 3881 C 273 LBS TYPE 1 MULCH MATERIAL (USE FOR TEMPORARY STABILIZATION, 3882 Q� o 10TONS IF NECESSARY) STABILIZED FIBER MATRIX 3884 Pe 1920 LBS STORM DRAIN INLET PROTECTION re N/A 13 EACH SILT FENCE • Ld C� NMIM 6W 6P 600..40V 00 1419 LIN FT RANDOM RIPRAP CLASS III �W J7N�OG spOMj u7 o0 u7 �u70, to (n N/A 8.3 CU YD STABILIZED CONSTRUCTION ENTRANCE 2573 —���N Nro 3 Sul � D div -- - — N MMM�IA En c7 z r" u ca Ln ����Nory,oagmw�Nu0000 60r-0':::2 [n Ln p �� }�No�000�sONOGOD�0000 n rm mMiQi��i N Ld NN M,.]V X10 I� ooiMiNn0;; moww!! NM Mel I, OAM Ned' U r �� U ��N 00 z Ld V �� W � Mn N� u1� 0� N� OfmN r�0,•I J � �� W 1 -NI[, O�mN 0 W 0� ��0lDm fA Vi J �N rn w Z j> r N OV M6 CJ m tq O ,•] [D m r. O�li� r����NN O �N 01 W Z J O N 1+I m a0 O1 r vi m ,O a rO d 0 C.) r��NN NMd z M z ars N Y 7) CLcn 0 U UO rotO 001M0!Ntrr,0-*tO0 K O UD ��� N't03toN00rWaiN00TIM 6 6 wA LL O ¢ d N r7 4 M 00 07 a1 M 00 0 M h N lO d piE U r �N NNM M-tD .. V] W d 0 00 01 MSD M h m N N M fl6 ^per V ���N NM On LL71n ti0 �p d M Ld J _ °„I��+-a00 m _ o M?al� �IfI 00*O�ICI VI c000o Wa�v���NNM �N moOWrMlf] t� p j�I��O���liI 001'I CA OON O�Or4 rDN WQ���N alp rnmai�� p r. N N Iti N NN MM LL l7 r� ¢ —� ' do mm [�0 =F ��Oe mt000� MOOG 01000070 q r2 U O po IOa }mm X0,0 ill a0 �� Ind MI M7� J � W M N N n -4 ori 1D W � ri rm W n r, - 0 Lo in .U-. �� ANN M� a Q � yl d > F) LO a) – 1•] OD M M N M� eb � v p� .V.. �� �r NM ** V r, Sal: �'� n w In Q o dna z 0 C)a ?N^ mN NN „r) V a,WA m@ n W CD �a (L .Z�jNN 1"�]�,A �[�7� n W 0M 10 ul0IL Title: Standard Plate Library City of Monticello Riprap Detail Date: 03-05 Plate No. Revised: 03-15 4009 CONCRETE TO BE POURED INTEGRALLY WITH CURB CONCRETE CURB AND GUTTER EXPANSION JOINTS A B B _ 18" 4'e ° EXPANSION ° EXPANSION JOINTSL—A JOINTS PLAN O CF FILTER ASSEMBLY POLYESTER SLEEVE--\ )WRA MANHOLECOVER ASSEMBLY i �/ ,° •. \— MANHOLE , M ISOMETRIC VIEW IN-PLACE ELEVATION VIEW 1 STORM DRAIN INLET PROTECTION TYPE 1 O C4 PRE—CURB Standard Plate Library City of Monticello M 0 Ln M rq CD z w w z_ E �z 0 w L of o Ln 0-) DATE REVISION o 1/23/19 PLAN REVISIONS PER CITY REVIEW N w Q rj > N � n o,-' . . I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly Licensed Profess nal Engineer under the laws of the State of nneso" 1. DRAWN BY: AiA TAE . JUCHUM CHECKED BY: Date 11 /29/18 Li C. No. 23461 CJJ Title: Commercial Driveway Entrance Date: 03-05 Plate No. Revised: 03 —15 5008 Gravel pad(s) MnDOT Class CA -15 or CA -25 Riprap Bedding Geotextife fabric Original grade - ° o SECTION B—B (not to scale) Ribbed or Corrugated steel plates Original Geotextile fabric SECTION A—A grade (not to scale) NOTES: Channelize runoff to sediment \ j�Sediment Trapping Device trapping device - A A Q v 70 o v / vLLJ 0 Q � v / - - - R0 X / Slope away from highway Match Existing Grade Ribbed or Corrugated steel plates A -� B O E 0 0 0 v o i Dv � ) o D' v �� m —p B 24' min 50' min, or Right of Way PLAN Title: Commercial Gravel \ Standard Plate Library Construction Entrance Cit of Monticello City Date: 06-14 Plate No. Revised: 03-15 6002 2 STORM DRAIN INLET PROTECTION TYPE 2 (2 C4 POST—CURB ILY REFERENCE NOTES: 10 TYPE 1 INLET PROTECTION SHALL BE INSTALLED AS NECESSARY TO MINIMIZE PONDING OF WATER DURING CONSTRUCTION. WIMCO MODEL RD 23 IS SHOWN. 02 TYPE 2 INLET PROTECTION SHALL BE INSTALLED ON ALL CASTINGS RECEIVING RUNOFF FROM THE PROJECT AREA. WIMCO MODEL CG 3067 IS SHOWN. Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com LAKE REGION RV LOT 1, BLOCK 1—GROVELAND FIFTH ADDITION DISTURBED AREA, CONSTRUCTION SITE, STABILIZED STORAGE AREA OR STAGING AREA ��_ 00 uuuu Oo O� EXISTING �12' MIN CONSTRUCTION MATS, WOVEN OR TRM PAVED ROADWAY 50, MITI - END OVERLAP IS' MIN SIDE OVERLAP TRM END OVERLAP WITH SPIKES OR STAKES STRAP CONNECTORS CONSTRUCTION MAT END OVERLAP INTERLOCK WITH STRAP CONNECTORS END OVERLAP SIDE /OVERLAP n J a U 1` PAD AREA (ANY SIZE) Standard Plate Library City of Monticello Title: Mud Mat Entrance Date: 06-14 Plate No. Revised: 06-14 6003 EROSION AND SEDIMENT CONTROL QUANTITIES 8618 CONCRETE CURB AND GUTTER APPLICATION APPROXIMATE ITEM SPECIFICATION RATE QUANTITY e. ° 17" MIN. 7 'jRIABLE N PER F!� „ 3/4 1 SEED MIXTURE 21-111 WIDTH VARIES 3876 100 LBS/ACRE 500 LBS _ I 5' MIN. - 18" SECTION B—B SECTION A—A O CF FILTER ASSEMBLY POLYESTER SLEEVE--\ )WRA MANHOLECOVER ASSEMBLY i �/ ,° •. \— MANHOLE , M ISOMETRIC VIEW IN-PLACE ELEVATION VIEW 1 STORM DRAIN INLET PROTECTION TYPE 1 O C4 PRE—CURB Standard Plate Library City of Monticello M 0 Ln M rq CD z w w z_ E �z 0 w L of o Ln 0-) DATE REVISION o 1/23/19 PLAN REVISIONS PER CITY REVIEW N w Q rj > N � n o,-' . . I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly Licensed Profess nal Engineer under the laws of the State of nneso" 1. DRAWN BY: AiA TAE . JUCHUM CHECKED BY: Date 11 /29/18 Li C. No. 23461 CJJ Title: Commercial Driveway Entrance Date: 03-05 Plate No. Revised: 03 —15 5008 Gravel pad(s) MnDOT Class CA -15 or CA -25 Riprap Bedding Geotextife fabric Original grade - ° o SECTION B—B (not to scale) Ribbed or Corrugated steel plates Original Geotextile fabric SECTION A—A grade (not to scale) NOTES: Channelize runoff to sediment \ j�Sediment Trapping Device trapping device - A A Q v 70 o v / vLLJ 0 Q � v / - - - R0 X / Slope away from highway Match Existing Grade Ribbed or Corrugated steel plates A -� B O E 0 0 0 v o i Dv � ) o D' v �� m —p B 24' min 50' min, or Right of Way PLAN Title: Commercial Gravel \ Standard Plate Library Construction Entrance Cit of Monticello City Date: 06-14 Plate No. Revised: 03-15 6002 2 STORM DRAIN INLET PROTECTION TYPE 2 (2 C4 POST—CURB ILY REFERENCE NOTES: 10 TYPE 1 INLET PROTECTION SHALL BE INSTALLED AS NECESSARY TO MINIMIZE PONDING OF WATER DURING CONSTRUCTION. WIMCO MODEL RD 23 IS SHOWN. 02 TYPE 2 INLET PROTECTION SHALL BE INSTALLED ON ALL CASTINGS RECEIVING RUNOFF FROM THE PROJECT AREA. WIMCO MODEL CG 3067 IS SHOWN. Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com LAKE REGION RV LOT 1, BLOCK 1—GROVELAND FIFTH ADDITION DISTURBED AREA, CONSTRUCTION SITE, STABILIZED STORAGE AREA OR STAGING AREA ��_ 00 uuuu Oo O� EXISTING �12' MIN CONSTRUCTION MATS, WOVEN OR TRM PAVED ROADWAY 50, MITI - END OVERLAP IS' MIN SIDE OVERLAP TRM END OVERLAP WITH SPIKES OR STAKES STRAP CONNECTORS CONSTRUCTION MAT END OVERLAP INTERLOCK WITH STRAP CONNECTORS END OVERLAP SIDE /OVERLAP n J a U 1` PAD AREA (ANY SIZE) Standard Plate Library City of Monticello Title: Mud Mat Entrance Date: 06-14 Plate No. Revised: 06-14 6003 EROSION AND SEDIMENT CONTROL QUANTITIES DETAILS SHEET C4 C9 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 MN/DOT APPLICATION APPROXIMATE ITEM SPECIFICATION RATE QUANTITY SOD TYPE LAWN 3878 N/A 1322 SQ YD SEED MIXTURE 21-111 (USE FOR TEMPORARY STABILIZATION, 3876 100 LBS/ACRE 500 LBS IF NECESSARY) SEED MIXTURE 25-131 3876 220 LBS/ACRE 75 LBS SEED MIXTURE 33-261 3876 35 LBS/ACRE 11 LBS FERTILIZER TYPE 1 3881 300 LBS/ACRE 273 LBS TYPE 1 MULCH MATERIAL (USE FOR TEMPORARY STABILIZATION, 3882 2TONS/ACRE 10TONS IF NECESSARY) STABILIZED FIBER MATRIX 3884 3000 LBS/ACRE 1920 LBS STORM DRAIN INLET PROTECTION 2573 N/A 13 EACH SILT FENCE 3886 N/A 1419 LIN FT RANDOM RIPRAP CLASS III 3601 N/A 8.3 CU YD STABILIZED CONSTRUCTION ENTRANCE 2573 N/A 1 EACH DETAILS SHEET C4 C9 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 18" POLYPROPYLENE OR POLYETHYLENE (40 MIL. 1-1/2" WIDE STRAP TYP.) DOUBLE STRAND 14 GA. WIRE - 3' ® 120" INTERVAL (TYP.) TREE WRAP TO FIRST BRANCH TURNBUCKLE WITH DOUBLE STRAND 8' STEEL ##14 GAUGE WIRE -3 PER TREE STAKE FINAL GRADE OF PLANT TO EQUAL ORIGINAL GRADE 4"-6" LAYER OF SHREDDED HARDWOOD 18" MIN. MULCH IN SAUCER—EXTEND PAST STAKE (� � � } L2"x2"x30" STAKES SET 120" APART OUTSIDE THE BALL AT MAINTAIN ANGLE -3 PER TREE PEDESTAL OF BACKFILL WITH PLANTING SOIL UNDISTURBED SOIL NOTES: 1. TWO ALTERNATE METHODS OF TREE STAKING ARE SHOWN. 2. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. 3. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 4. CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. 5. NO MULCH TO BE IN CONTACT WITH TRUNK. CONIFEROUS TREE PLANTING DETAIL QC5t 18" POLYPROPYLENE OR POLYETHYLENE (40 MIL. 1-1/2" WIDE STRAP TYP.) DOUBLE STRAND 14 GA. WIRE -3' ® 120" INTERVAL (TYP.) TREE WRAP TO FIRST BRANCH -�— TURNBUCKLE WITH DOUBLE STRAND ##14 GAUGE WIRE -3 PER TREE 8' STEEL = 4"-6" LAYER OF SHREDDED HARDWOOD STAKE MULCH IN SAUCER—EXTEND PAST STAKE FINAL GRADE OF PLANT TO EQUAL ORIGINAL GRADE 24" MIN. 2"x2"x30" STAKES SET 120" 18" MIN. APART OUTSIDE THE BALL AT ANGLE -3 PER TREE MAINTAIN PEDESTAL OF UNDISTURBED SOIL BACKFILL WITH PLANTING SOIL NOTES: 1. TWO ALTERNATE METHODS OF TREE STAKING ARE SHOWN. 2. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES: HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. 3. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING DETAIL —6" LAYER OF SHREDDED HARDWOOD LCH IN SAUCER—EXTEND PAST STAKE IAL GRADE OF PLANT TO UAL ORIGINAL GRADE BACKFILL WITH PLANTING SOIL MAINTAIN PEDESTAL OF UNDISTURBED SOIL �L-�1,11 OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE NOTES: 1. HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.). 2. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. SHRUB PLANTING DETAIL PLANTING DETAILS REFERENCE NOTES: 1� SELECT GRADING MATERIAL SHALL BE ON SITE SUITABLE GRADING MATERIAL WITH A UNIFIED SOIL CLASSIFICATION OF SP OR SP -SM. �2 COARSE FILTER AGGREGATE SHALL MEET THE REQUIREMENTS OF MN/DOT SPEC. 3149.2H �3 PIPE SHALL BE PERFORATED PER AASHTO CLASS 2 PERFORATION PATTERNS. ® CONTRACTOR SHALL PROTECT THE INFILTRATION BASIN WITH 48" HIGH ORANGE SAFETY FENCE PRIOR TO THE START OF CONSTRUCTION. (3) CONSTRUCTION EQUIPMENT SHALL BE MINIMIZED OVER THE FOOTPRINT OF THE BASIN. ONLY LOW PRESSURE, WIDE TRACKED EQUIPMENT SHALL BE USED FOR CONSTRUCTION. M 0 in M CD z w w z_ E 0 0z 00 w Ln / oO 0 in 0-) 119 DATE REVISION 0 / 1 /23/19 PLAN REVISIONS PER CITY REVIEW N w _Q �> N � w c/ D .. VARIES � 3 f) S _ 3 " --G*— dde A O C a L1 d d — 6" CONCRETE WALK 6" CLASS 5 AGGREGATE BASE APPROVED SUBGRADE 2 PEDESTRIAN RAMP SECTION C5 N.T.S. TOP OF BASIN=953.0 4:1 MAX. --BOTTOM OF BASIN=947.8 j 1 CONTRACTOR SHALL REMOVE ANYI El 1 II (- ORGANIC SOIL IN INFILTRATION AREA II TOP OF EXISTING AND REPLACE WITH SIMILAR NATIVE SOILS SANDS WITH UNITED SOIL CLASSIFICATION OF SP, SM OR SP -SM. COMPACTION SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly Licensed Profess nal Engineer under the laws of the State of nnesoDRAWN BY: AIAI TAE . JUCHUM CHECKED BY: Date 11/29/18 Lic. No. 23461 CJJ QC53 —SCARIFY TOP 18" OF SOIL AFTER CONSTRUCTION IS COMPLETE INFILTRATION BASIN ®05 NO SCALE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com COMPACTED SELECT ----_\ GRADING MATERIAL 1D \ X ELEV=951.90 COARSE FILTER AGGREGATE(2) 18" PERFORATED CORRUGATED POLYETHYLENE PIPE (3 ELEV=949.90 ELEV=949.40 Ix4*TJ a Potf tell] QC54 LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION FINAL GRADE 24' 24' 4' 56' INFILTRATION TRENCH NO SCALE / 24" PERFORATED �---' CORRUGATED POLYETHYLENE PIPE �x 18" PERFORATED CORRUGATED POLYETHYLENE PIPE 0 DETAILS ADS GEOSYNTHETIC 0601T NONWOVEN GEOTEXTILE OR APPROVED EQUAL. PLACED ON SIDES AND TOP ONLY. CITY OF MONTICELLO, MINNESOTA SHEET C5 C9 SHEETS 3395.09 r—SAWCUT AND REMOVE 953 4g 39 ER CONCRETE CURB AND 12 v' 94 NA 49 2q \ON P \N 949. 4 _95_4; — �ocP S GUTTER \Nv 934.344.28 R\M' 94224 �EooRo S�Ug,9 4319 v= s, 4g 9 S66 pER / v\oN PER Jnr jNv;9q'8. OC F�\oN V �0C P , S RCP REC6Rg _ - - -- - - - - - � 12 95266 6 — — —----_�_----__ - - R\M 948- 42° RCP > ./__-- 33' RCP-------- \ / 36" RCS , N' >�6 .>> >> >> > >> _ _>>� » » > �> 954 \ 4 , �» » » \ > 0 - - - > \Nv 938.9 g6 » C > > > > 1 �„ PVC > L'L^ // \�%92 12" PVC > U A�1-2- DIP CL 854_ CHELSEA ROAD _ — — N --- / ---- meg— — -- '855=� — _ ;g52�62 / .. - - \M _____________— _ ____-_ _ ___-----______--__- _ ____ _�=-- R ;948 Nd ---____ I \Nv �A > _ � P -B R P -B JR - UR V= _ — _ _ —t_CAXA1f%"-r KBUR !NV- -FN -V-=/ P B NI It 946.77 00__ — -- r - 941.4 — - 939.4 ■ �� ■ r DATE REVISION 1/23/19 PLAN REVISIONS PER CITY REVIEW I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly License Professio al Engineer under the laws of the State of Mi nesota, J CHUM Date 11/29/183 Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ \ / \\ z � ♦ � � _ SAWCUT f ♦ BITUMINOUS B-7 I PAVEMENT / 11 / / —REMOVE 11 1 / ♦ / / BITUMINOUS / ♦ / ( PAVEMENT 11 I ♦ 11 11 B-1 I I I I 11 111 / / I I B-3/ 44# B-6 it Qb B-8 CP B-4� 11 11 B-5 / 11 959-------� X X - r 963' —9 -- —961-- X i Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION BITUMINOUS PAVEMENT I LEGEND DRAINAGE ARROW EXISTING DRAINAGE DIVIDE GENERAL NOTES: 1. BASED ON THE WRIGHT COUNTY SOIL SURVEY, THE ONSITE SOILS CONSIST OF DORSET SANDY LOAM. 30 0 30 60 SCALE IN FEET EXISTING TOPOGRAPHY AND REMOVALS PLAN CITY OF MONTICELLO, MINNESOTA SHEET C6 C9 SHEETS 3395.09 CONSTRUCT CONCRETE SEE 1 FOR- STORMWATER _ DRIVEWAY ENTRANCE PER C7 DISCHARGE TO CITY PLATE NO. 5008 ENTRANCE REGIONAL POND RA (800 FEET) V, - _ _ 6" CONCRETE PEDESTRIAN J V RAMP 05 J �>> >> >> >> >> >>0 ` e�T TRAM ` I 5 > > > > > > > A j > > �'\ A 954_ CHELSEA ROAD GL= / 954.23 A 953.81 -` R P -RUR GL= Mr W _ -GL - _ _ EBUR 954.74 •60 , GL=956.29 955.43Q-849GL- - 954.23 / g54 \ / - _ _ > C - r [ .70 i r 2.i 3 \,9s S 986 - -_TE - v PEDESTRIAN p.spo / = g F_= , , Imo- RAMP 05 �0 954.0 V 1 9 -E E 1:5.49 ■ GL= 955 � - � :/ I 953.96 til (E o95j .36 - - - / _ - 1 955.99 I 1 956 CONC=958.28 , 9S) n ^ ^ STABILIZED / THICKENED EDGE _ BIT=957.78 I CONSTRUCTION BIT= c�i � LID GL- �• SIDEWALK SIDEWALKI s�' _ ��9/ 9.... CONT=958.10s, EXIT 02 953.00 �/ \� PER 3 i BIT=957.60 /� i I 6� off, - __ t INFILTRATION 8.3 CY CLASS III / CONC=958.10 / o� 60 _--------I 3 = I ti I _ GROUTED RIPRAP OVER < BIT -957.60 TRENCH a � 29 SY TYPE IV a GEOTEXTILE FILTER © ;� ,' 1 �/ \' \ \ 11 - - ^ - rn INFILTRATION BASIN ® Co \ B 1Z CONC=958.34 CONC=958.28 BOTTOM=947.8 � � � BIT=957.84 BIT=957.78 g54 � � B-2 � ao - OUTLET_950.4 9 � � 2 0 - BON 958 38 32 - � � � - 1 1 00YR HWL-951.7 BIT= / - I BIT= �rn o - 958.00 1958.40 COBIT=957.84 BIT= 6' ' I �I\ - - J 958.40 Lo rn rn rn L_ _ "I i GL= / °) h 955.52 � � FINISHED FLOOR g55 � ELEVATION_ / 0)958.4 00 cV o LO cv 0) to I � /C I / _ 0) M C_ ___j 9-6 955 _ ►� co _ _�' - _ -7 B-3 __ 0)�h 958100 DOWNSPOUT/ 956 / 40- - - - B_-1 LOCATION I rn / I (TYP.)�" r - c, rn __-J h- /ko I 956- , ,`�I I rn �� I i �_= I �` e l _ 0.56% -958 - _959 - 960- • - _ - - - - _ --96 -------- --_ ---964- ------ ��Jt ■ -966- /966 966 - - - - -7- Q 11� CI :Y9 6 4 \ B612 CONCRETE CURB - 0 AND GUTTER PER 0 Ln MN/DOT STANDARD j PLATE 7100 (TYP.) 0 z w w z_ L �z 00 0 LO p, '�' DATE REVISION o / 1 /23/19 PLAN REVISIONS PER CITY REVIEW NLLJ2/12/19 PLAN REVISIONS PER NEW BUILDING LOCATION .. Q N > �n� w .. I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly License Professio al Engineer under the laws GUTTER LINE ELEVATION of the State of Mi nesota, CONC= DRAWN BY: xxx.xx BIT= TAE • PROPOSED GUTTER LINE OR BITUMINOUS GRADE J CHUM CHECKED BY: Date 11/29/18 Lic. No. 23461 CJJ GL= - �1.23% 957.08 1 _ X 30 0 30 60 SCALE IN FEET i L _ BIT= 958.40 IN 2. o0y. so GL=I z / 956.40 B-5 00 M � 14 I , � J -957 - 0.56% GL= --- - - -g59- 95 02 . - . rn ------961 _ 960 - 959' ' 958 - 962-�_'---, - i � 963---- i962- -- _--961-- Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com LOT SUMMARY TOTAL AREA = 6.09 ACRES EXISTING IMPERVIOUS AREA = 0.00 ACRES PROPOSED IMPERVIOUS AREA = 4.34 ACRES GENERAL NOTES: 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH GRADING. 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS TRACKED OUTSIDE THE CONSTRUCTION LIMITS OR ONTO ANY CITY STREETS. 4. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN SEVEN CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY SEEDING INFORMATION AND APPLICATION RATES ARE TABULATED ON SHEET C4. 5. SEE SHEET C8 FOR THE UTILITY AND PAVING PLAN. 6. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND OTHER WASHOUT WASTE. A SIGN SHALL BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASTES. 7. SEE SHEET L1 FOR THE LANDSCAPE PLAN. REFERENCE NOTES: 1� INSTALL INLET PROTECTION DEVICES PER(-l-'AND(_f"AT ALL CATCH T47 C4 BASINS THAT MAY RECEIVE STORMWATER RUNOFF FROM THE SITE. 20 PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE PER CITY STANDARD PLATE 6002 OR 6003. �3 CONSTRUCT INFILTRATION TRENCH PER 4 . CONTRACTOR SHALL MAKE C5 SOIL CORRECTIONS AS NECESSARY IN ORDER TO ACHIEVE THE DESIGN INFILTRATION RATE OF 0.80 INCHES PER HOUR. A DOUBLE RING INFILTROMETER TEST SHALL BE CONDUCTED DURING CONSTRUCTION AT THE INTERFACE OF THE AMENDED AND INSITU SOILS. RESULTS OF THE INFILTROMETER TEST SHALL BE PROVIDED TO THE CITY. ® CONSTRUCT INFILTRATION BASIN PER(_3_. CONTRACTOR SHALL MAKE C5 SOIL CORRECTIONS AS NECESSARY IN ORDER TO ACHIEVE THE DESIGN INFILTRATION RATE OF 0.80 INCHES PER HOUR. A DOUBLE RING INFILTROMETER TEST SHALL BE CONDUCTED DURING CONSTRUCTION AT THE INTERFACE OF THE AMENDED AND INSITU SOILS. RESULTS OF THE INFILTROMETER TEST SHALL BE PROVIDED TO THE CITY. �5 PEDESTRIAN RAMP SECTION SHALL BE PER(_2_'. C5 © RIPRAP SHALL BE HAND PLACED PER CITY STANDARD PLATE 4009. GL=954.18 GL -- (MATCH EXISTING) 954.34 CONC=955.02 _ CONC=955.12 C0NC=955.20 CONC=955.10 C=954.54 =954.48 GL=954.92 GL= 9S6 956.21 C7 LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION - GL=953.10 GL= (MATCH EXISTING) 953.73 CONC=954.08 CONC=954.100 GL= �� CONC= 954.12 953.811 CONC=9 4.28 GL= CONC=953 93 954.04 GL=954.3 I GL= GL= 955. 4 954.50 ENTRANCE GRADES GRADING, DRAINAGE AND SHEET EROSION CONTROL PLAN C7 CITY OF MONTICELLO, MINNESOTA C9 SHEETS 3395.09 LEGEND SILT FENCE PER2 QC2 DRAINAGE ARROW 0INLET PROTECTION DEVICE PROPOSED DRAINAGE DIVIDE GUTTER LINE ELEVATION XXX.XX CONC= CONCRETE ELEVATION xxx.xx BIT= BITUMINOUS ELEVATION XXX.XX PROPOSED GUTTER LINE OR BITUMINOUS GRADE LOT SUMMARY TOTAL AREA = 6.09 ACRES EXISTING IMPERVIOUS AREA = 0.00 ACRES PROPOSED IMPERVIOUS AREA = 4.34 ACRES GENERAL NOTES: 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH GRADING. 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS TRACKED OUTSIDE THE CONSTRUCTION LIMITS OR ONTO ANY CITY STREETS. 4. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN SEVEN CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY SEEDING INFORMATION AND APPLICATION RATES ARE TABULATED ON SHEET C4. 5. SEE SHEET C8 FOR THE UTILITY AND PAVING PLAN. 6. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND OTHER WASHOUT WASTE. A SIGN SHALL BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASTES. 7. SEE SHEET L1 FOR THE LANDSCAPE PLAN. REFERENCE NOTES: 1� INSTALL INLET PROTECTION DEVICES PER(-l-'AND(_f"AT ALL CATCH T47 C4 BASINS THAT MAY RECEIVE STORMWATER RUNOFF FROM THE SITE. 20 PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE PER CITY STANDARD PLATE 6002 OR 6003. �3 CONSTRUCT INFILTRATION TRENCH PER 4 . CONTRACTOR SHALL MAKE C5 SOIL CORRECTIONS AS NECESSARY IN ORDER TO ACHIEVE THE DESIGN INFILTRATION RATE OF 0.80 INCHES PER HOUR. A DOUBLE RING INFILTROMETER TEST SHALL BE CONDUCTED DURING CONSTRUCTION AT THE INTERFACE OF THE AMENDED AND INSITU SOILS. RESULTS OF THE INFILTROMETER TEST SHALL BE PROVIDED TO THE CITY. ® CONSTRUCT INFILTRATION BASIN PER(_3_. CONTRACTOR SHALL MAKE C5 SOIL CORRECTIONS AS NECESSARY IN ORDER TO ACHIEVE THE DESIGN INFILTRATION RATE OF 0.80 INCHES PER HOUR. A DOUBLE RING INFILTROMETER TEST SHALL BE CONDUCTED DURING CONSTRUCTION AT THE INTERFACE OF THE AMENDED AND INSITU SOILS. RESULTS OF THE INFILTROMETER TEST SHALL BE PROVIDED TO THE CITY. �5 PEDESTRIAN RAMP SECTION SHALL BE PER(_2_'. C5 © RIPRAP SHALL BE HAND PLACED PER CITY STANDARD PLATE 4009. GL=954.18 GL -- (MATCH EXISTING) 954.34 CONC=955.02 _ CONC=955.12 C0NC=955.20 CONC=955.10 C=954.54 =954.48 GL=954.92 GL= 9S6 956.21 C7 LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION - GL=953.10 GL= (MATCH EXISTING) 953.73 CONC=954.08 CONC=954.100 GL= �� CONC= 954.12 953.811 CONC=9 4.28 GL= CONC=953 93 954.04 GL=954.3 I GL= GL= 955. 4 954.50 ENTRANCE GRADES GRADING, DRAINAGE AND SHEET EROSION CONTROL PLAN C7 CITY OF MONTICELLO, MINNESOTA C9 SHEETS 3395.09 59LF - CB/MH #6 24LF STM/MH #7 CONNECT TO 60" DIA. (R-3246) 21 " RCP 60" DIA. (R-1733) \ \ ` R\M g g,,5 EXISTING 24" PVC FL=955.18 @ 0.30% SANITARY SEWER @ 0.30% � RIM=954.80 ��Nv RCp 9534939 ER (E)INV=949.60 (E)INV=949.53 >> a 12' R\Vk�3 949 4g INV=941 .40 N_ p WINV=949.90 949. 4 954 2� \OCP \\S / ( ) 24LF 21 " RCP (W)INV=949.53 g34.3 29 R\M = 42.24 ��COR (S)INV=949.90 (S)INV=949.40 E/w1011 94_�g �N�=g CONNECT TO SUMP=945.60 \s @ 0.30% 8 S '°�4 _ , _ EXISTING STORM ✓c� 4. ��� \ Nv S S\ pER i SEWER (3� CONNECT TO-- 0-v \oN ;ER ��� RNv=g4g 6t - 925 - L �oCP_A\0SN �INV=946.77 EXISTING = �� \_0_ ORES J 12 RCp 66 iECOR� i ____ ---WATERMAIN R� -__ _-_-__-_------____ g52U6 42 RCP >»- --- -_------------------ O --_-_---- ---- --- ----- -- --- ---- R\M g4g » 1 2 PVC > 3�»�-f»� 33' RCP------ ------ - / 6„ RCP __- >>�6 RC R\Mg 25 2 �� » » » » » » » » > �> >g5 » > » » - \NSI S� g3g 5.96 e/l TRA/ ��N',, =959,65 S --_> \Ny;9 > > > > 1� PVC > - > / \N�1 g2 12" PVC > � > > 2' UA 12" DI / U S n N � - 1- - CHELSEA ROAD -----= __ __ �- ;952,3I g48.62 CONNECT TO EXISTING STORM CNV- _� > P -BUR -BJR - -BUR aP BUR SEWER N 944.57 - V P -BUR INV=944.57 00 QO 9LF 21" RCP946. ° �" FO -BUR -I - INV= @ 1.28% D 941.4 r STM/MH #8 939.4 )) 77LF � 11 LF 24" RCP 21" RCP @ 1.53% @ 1.20% CB/MH #2 07 84" DIA. (R-3246 & R-1733) FL=953.81 / 28LF (INC. RC APRON) (N)INV=944.70(SW)INV=949.39 30" RCP @ 0.30% 10 / CB/MH #1B 9LF 60" DIA. (R-3246) 30" RCP FL=953.00 / << @ 0.30% (N)INV=948.21 (S)INV=948.21 i0l, 9LF SUMP=944.21 RC APRON- 30" RCP INV=948.07 @ 0.30% / CB/MH #1C 9LF 60" DIA. (R-3246) 18" RCP FL=953.13 / @ 1.44% (N)INV=948.18 (S)INV=948.18 SUMP=944.18 CB/MH #1A 72" DIA. (R-3246) / FL=953.26 (N)INV=948.15 (S)INV=949.26 / CB #1D (W)INV=948.15 48" DIA. (R-3246) SUMP=944.15 / FL=953.39 INV=949.39 SUMP=945.39 0) w I 0 Ln / c� z I III z_ L �z � w 0o 0 I � DATE REVISION o / 1 /23/19 PLAN REVISIONS PER CITY REVIEW NLLJ2/12/19 PLAN REVISIONS PER NEW BUILDING LOCATION .. Q N > �n� w .. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professio al Engineer under the laws of the State of Mi nesota' J CHUM ` Date 11/29/183 Lic. No. 23461 STM/MH #9 (6 72" DIA. (R-1733) RIM=956.30 (N)INV=946.89 (E)INV=950.13 CB/MH #3- 48" DIA. (R-3246) RIM=955.43 (W)INV=950.08 (E)INV=950.08 SUMP=946.08 6"-45° DIP BEND 6" DIP WATERMAIN 6" GATE VALVE AND BOX AND HYDRANT DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ 15 LF 24" PVC 8" DIP s @ 0.30% 09 WATERMAIN 1 5L 6" PVC 8"-11.25' @ 2.00% DIP BEND 1 8"X6" D 19 LF 21 " R C P @ 0.30/ r - 60LF ^ 18" PERF CPP @ 0.00% 60LF 24" PERF CPP @ 0.00% 8 19LF i" PVC 60LF 4.75% 18" PERF CPP @ 0.00% 699X699 - PVC WYE SAN/MH #1 ICONSTRUCT 48" DIA. (R-1733) RIM=956.44 6" CLEANOUT ® INV=949.35 (N)INV=941.70 i I (S)INV=943.70 'VC .65% I I = I I � I I CB #5 48" DIA. (R-3246) FL=956.02 INV=952.02 SUMP=948.02 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com 30 0 30 60 SCALE IN FEET CB/MH #4 48" DIA. (R-3246) FL=953.96 (S)INV=949.96 (W)INV=949.96 SUMP=945.96 48 DIA. (R-1733) RIM=954.44 (E)INV=949.90 (W)INV=949.60 (S)INV=949.90 CONSTRUCT INFILTRATION TRENCH PER 4 C5 LEGEND PROPOSED BITUMINOUS PAVEMENT PER 1 C2 PROPOSED CONCRETE PAVEMENT GENERAL NOTES: 1. MAINTAIN A MINIMUM OF 7.5 FEET OF COVER OVER THE WATERMAIN. WATERMAIN BLOCKING SHALL BE PER CITY PLATE NO. 2002. 2. ALL STORM SEWER STRUCTURES SHALL BE PRECAST CONCRETE SECTIONS PER MN/DOT STANDARD PLATE 4020 AND 4022. STRUCTURES SHALL BE CONSTRUCTED PER CITY STANDARD PLATES 4001 AND 4003. 3. SANITARY SEWER STRUCTURES SHALL BE CONSTRUCTED PER CITY PLATE NO. 3001. 4. PRIOR TO COMMENCEMENT OF THE UTILITY CONNECTIONS, CONTRACTOR SHALL OBTAIN A UTILITY EXCAVATION PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 5. CORRUGATED POLYETHYLENE PIPE (CPP) SHALL MEET THE REQUIREMENTS OF AASHTO M294 AND DESIGN SECTION 18 OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES. CONNECTIONS SHALL BE MADE WITH BELL AND SPIGOT JOINTS. CLAMP -ON BANDS SHALL NOT BE ALLOWED. PIPE BEDDING SHALL BE PER THE MANUFACTURER'S RECOMMENDATION. 6. ALL DIP WATERMAIN PIPE SHALL BE CLASS 52. 7. ALL PVC SANITARY SEWER PIPE SHALL BE SDR 26. REFERENCE NOTES: 0 LOCATION AND INVERT OF SANITARY SEWER STUB SHALL BE VERIFIED AT THE START OF CONSTRUCTION. THE CITY OF MONTICELLO WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. 0 CONSTRUCT HYDRANT AND VALVE PER CITY PLATE NO. 2001. 0 FIELD VERIFY INVERT OF STORM SEWER AT THE START OF CONSTRUCTION. THE CITY OF MONTICELLO WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ® CONSTRUCT SEWER CLEANOUT PER CITY PLATE NO. 3006. CONSTRUCT CASTING OVER CLEANOUT IN PAVED AREAS PER 1 QC3 05 CONTRACTOR SHALL VERIFY LOCATION OF WATER SERVICE STUB AT THE START OF CONSTRUCTION. IF NECESSARY, LOWER WATERMAIN TO PROVIDE A MINIMUM OF 1.5 FEET OF SEPARATION BETWEEN THE WATERMAIN AND STORM SEWER. WATERMAIN LOWERING SHALL BE PER CITY PLATE NO. 2005. © STRUCTURE SHALL INCLUDE A CONCRETE WEIR PER4 QC2 07 CONSTRUCT MANHOLE AND CONCRETE WEIR PER(_5_. TWO CASTINGS SHALL BE INSTALLED. C2 ® CAP END. 90 PVC PIPE SHALL BE C905 DR 18. 10 TIE ALL JOINTS. LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION UTILITY AND PAVING PLAN SHEET C8 C9 CITY OF MONTICELLO, MINNESOTA SHEETS 3395.09 R,25 w U) M I 0 Ln c� z ry w w z_ E� 0z � w 0 00 0 I Lc� 0-) 0, DATE REVISION 0 / 1/23/19 PLAN REVISIONS PER CITY REVIEW N 2/12/19 PLAN REVISIONS PER NEW BUILDING LOCATION _Q N > �ry w .. C14 rn I Cr I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professioal Engineer under the laws of the State of Mi nesota' CYAI J I;HUM Date 11/29/18 Lic. No. 23461 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ CHELSEA ROAD —"--I I_ _ . " (TYP.) —� Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakonson—anderson.com 36'„ --FIRE TRUCK a LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION 30 0 30 60 SCALE IN FEET SITE PLAN CITY OF MONTICELLO, MINNESOTA SHEET C9 C9 SHEETS 3395.09 O Ln 0) rq CD z W W z_ E �z Ln w oC O Ln o / N W �Q N > D PRY, �00D �D�N B CN M\j� \�00D CHELSEA ROAD ----===------ ---------------------------------------- D P�Y_\ \�00D D PRS \�()OD DATE REVISION 1/23/19 PLAN REVISIONS PER CITY REVIEW_— H a ka n so n Anderson 2/12/19 PLAN REVISIONS PER NEW BUILDING LOCATION Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com LAKE REGION RV LOT 1, BLOCK 1-GROVELAND FIFTH ADDITION REQUIRED PLANT MATERIALS 10 CALIPER INCHES OF TREES PER ACRE + 2 SHRUBS PER 10 L.F. OF BUILDING PERIMETER SITE AREA = 260,614 SF = 5.98 ACRES 10 X 5.98 = 59.8 CALIPER INCHES OF TREES ACTUAL BUILDING PERIMETER = 560 L.F. 560/10 = 56 X 2 = 112 SHRUBS RESIDENTIAL BUFFER PER 100 FEET 4 FT. BERM OR FENCE + 2 CALIPER INCHES OF CANOPY TREES + 16 CALIPER INCHES OF ORNAMENTAL TREES PROVIDED 60 CALIPER INCHES 119 SHRUBS 678.7 L.F. OF BUFFER AREA 2 X 6.79 = 13.58 CALIPER INCHES OF CANOPY TREES 16 X 6.79 = 108.64 CALIPER INCHES OF ORNAMENTAL TREES 13.58 + 108.64 = 122.22 CALIPER INCHES OF TREES 122 CALIPER INCHES PLANT LIST: Site Plantings QTY. KEY BOTANICAL NAME COMMON NAME SIZE/ROOT TREES 6 SM Acer x freemanii 'Sienna' Sienna Glen Maple 2.0" B&B 9 CH Celtis occidentalis Common Hackberry 2.0" B&B 5 BO Quercus macrocarpa Bur Oak 2.0" B&B 65 BHS Picea glauca 'Densata' Black Hills Spruce 6' B&B 8 IL Syringa reticulata 'Ivory Silk' Ivory Silk Japanese Tree Lilac 1.5" B&B 182 CALIPER INCHES PROVIDED (182.0 REQUIRED) SHRUBS 2 SJ Juniperus Sabina 'Scandia' Scandia Juniper 5 Gal. Pot 6 BD Hemerocallis, 'Baja' Baja Daylily 1 Gal. Pot 40 PS Panicum virgatum 'Shenandoah' Purple Foliage Switch Grass 3 Gal. Pot 42 AWS Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea 2 Gal. Pot 23 DKL Syringa meyeri 'Palibin' Dwarf Korean Lilac 5 Gal. Pot 113 PROVIDED (112 REQUIRED) 6 B Accent Boulders 24"-30" Dia., set 1/3 into grade. Owner to select boulder type. SOD & SEED Sod area around trees, shrubs, and between walkway and along street frontage Seed the infiltration basin with seed mix MnDOT 33-261 or approved equivalent. Seed all remaining disturbed areas, as shown, with MnDOT seed mix 25-131 or approved equivalent. PLANTING NOTES: Contractor shall provide one year guarantee of all plant materials. The guarantee begins on the date of the Landscape Architect's written acceptance of the initial planting. Replacement plant materials shall also have a one year guarantee commencing upon planting. All plants to be northern—grown and hardy. Plants to be installed as per standard AAN planting practices. Use minimum 12" loam planting soil on trees and 6" on shrubs. Contractor shall verify locations with all utililies prior to installation of plants. Underground irrigation shall be provided for trees, shrubs, and sod areas. Staking of trees optional; reposition if not plumb after one year. Wrap all smooth—barked trees—fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. Prune plants as necessary — per standard nursery practice. Owner shall be responsible for maintenance after acceptance of the work by the Owner. Plants shall be immediately planted upon arrival at site. Properly heel—in materials if necessary. All disturbed areas to be seeded or sodded unless otherwise noted. Sod shall be northern grown & hardy. Planting beds for shrubs shall have (4 oz. min.) weed barrier fabric, 4" — 5" of 1-1/2" washed River Rock mulch and 4" vertical (commercial grade) black poly edging. The edging shall be placed and staked with smooth curves. Double shredded dark brown hardwood mulch 4" deep shall be provided around all new trees and in areas shown on the plan. Infiltration pond shall be seeded down side slopes and including the bottom of the pond. The pond shall be seeded with MnDOT 33-261 mixture appropriate for the soil and water conditions. Seed shall be covered hydraulic stabilized fiber matrix. Field adjust tree and shrub locations to fit uility locations and any changes that may have occured to the site plan and/or grading plan. Construction and soil types to be determined by the site Engineer. See sheet C5 for planting details. 30 0 30 60 SCALE IN FEET BRODSHO CONSULTING Landscape Architectum Site Planning 698 NORTHBRIDGE COURT EAGAN, MN 55123 PHONE: 651-688-8023 FAX: 651-994-4792 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. `10OKet�/o- Wa IiaMho REG. No 23849 DATF 11-26-18 LANDSCAPE PLAN SHEET L1 CITY OF MONTICELLO, MINNESOTA L1 SHEETS 3395.09 V 96 I----------- 0` <O MEN'S X62'-9"96 16'-0" �'-39� 14'-0" '-0'L 14'-0" 3'-O"�6 12'-0" 5'-0" 14'-0" � z O I I I I I I I I I m 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 H I W L - - - --------------- - - - - - - - - - - - - J L - - - - - - - - - - I - - - J L - - ------------- - - - - - - - - - - - J L - - X- - - - - - - - - - J 0 L ------------- 1 p ' TOIZET/ ❑ 5HOIAER STORAGE \�—] 1 a ---i� 55 SF 8' TO 10' HIGH WALL I? SHOP 4,155 5F Y4A5H BAY DELIVERY BAY ry 1,651 5F 1,555 5F J O O r r r r r 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 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 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 I I I I I I I I I I I I I I I I I I I 46-0" tREAKROOM 89 5F OFFICE OFFICE ===Now I I �L I I I I I I I I I I — _ I — — -4I -- r T T 7 i �L ACCOUNTING 160 5F OFFICE 121 SF SPRINKLER 6"I 5F PARTS d SERV Redundant Rc 14'-0" 3'-3" 14'-0" ;'-0 , 14'-0" 03'-011 40 12'-0" 5'-0" 14'-0" 41 5-8" 3'-4" 4f 5-2" 6-4" 1 MAIN LF.\4(F.L FLOOR FLAN R1 1/8" = 1'-0" 14'-0" 5'-4" st am W W I I I I I I I I I I I I I I I I I I II I I I I L - - - - - - - - - - - - - J PARTS 8 ACCE55ORIE5 6,555 5F 65 5F I I I I I 29'-6" 14'-0" ,, 6-4" V-0" - =nfrUSTOMER WAITLIN6 1==__Redundant Room___ 'f� ------- I � it it - --------------- I I I RECEPTION DE5K I I I E5E5TIBULE i 5F I -------------- I I • I I - - - - - - - - - - - - - - - - �I i ----------- n re -h itor-+c www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 ROJECT MONTICELLO RV ------ MONTICELLO, MINESOTA Kinghorn COMPANY GENERAL CONTRACTORS ISSUED SET 02-12-19 REVISIONS 2 DATE NO A3 P I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name Reg No. Date MAIN LEVEL FLOOR PLAN Drawn By: AAT Checked By: TRM A 1 Project Number COPYRIGHT © HTG ARCHITECTS 0` <O MEN'S O` `0 WOMEN'S I I I I I I I I I I — _ I — — -4I -- r T T 7 i �L ACCOUNTING 160 5F OFFICE 121 SF SPRINKLER 6"I 5F PARTS d SERV Redundant Rc 14'-0" 3'-3" 14'-0" ;'-0 , 14'-0" 03'-011 40 12'-0" 5'-0" 14'-0" 41 5-8" 3'-4" 4f 5-2" 6-4" 1 MAIN LF.\4(F.L FLOOR FLAN R1 1/8" = 1'-0" 14'-0" 5'-4" st am W W I I I I I I I I I I I I I I I I I I II I I I I L - - - - - - - - - - - - - J PARTS 8 ACCE55ORIE5 6,555 5F 65 5F I I I I I 29'-6" 14'-0" ,, 6-4" V-0" - =nfrUSTOMER WAITLIN6 1==__Redundant Room___ 'f� ------- I � it it - --------------- I I I RECEPTION DE5K I I I E5E5TIBULE i 5F I -------------- I I • I I - - - - - - - - - - - - - - - - �I i ----------- n re -h itor-+c www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 ROJECT MONTICELLO RV ------ MONTICELLO, MINESOTA Kinghorn COMPANY GENERAL CONTRACTORS ISSUED SET 02-12-19 REVISIONS 2 DATE NO A3 P I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name Reg No. Date MAIN LEVEL FLOOR PLAN Drawn By: AAT Checked By: TRM A 1 Project Number COPYRIGHT © HTG ARCHITECTS V 1 1 77 77 7=7 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 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 I L --------------- J L _ _ _ _ - _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ J L ----------- I---------- r r r r 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 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 I I I I I I I I I I I I I I I I I I I I I I MEZZANINE LEVEL FLOOR PLAN A2 1/8'I = 11-0'1 r©1 u II 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 L- - - - - - - - - - - - - J �RDRAIL L I, II I � I I I I I I I I I I I I I I I I I I I I I I r r I I I I I I I I If - yl IL - JI II - JI II II I I I Ir - 71 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 � II II II II II II IL 11 0 0 0 0 www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 PROJECT MONTICELLO RV MONTICELLO, MINESOTA Kinghorn COMPANY GENERAL CONTRACTORS ISSUED SET REVISIONS DATE NO 02-12-19 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name Reg No. Date MEZZANINE FLOOR PLAN Drawn By: Authfobecked By: Checker A2 Project Number COPYRIGHT © HTG ARCHITECTS SOUTH FELFEVATION fi3 1/5" = 1'-0" SIGNAGE BY OWNE:m METAL ROOF ""=FINISHED kL GOPIN6 PARAPET -. = 125'-0" PARAPET -. = 12-7'-0" LATED METAL PANEL. i5 ARE 42" APART WITH URED FINISH 41NE LEVEL A EL.= 112'-0" INUM GLASS :EFRONT 2 MAST FELFEVATION R3 1/5" = 1'-0" PREFINISHED METAL GOPING T.O. PARAPET EL. = 125'-0" .PARAPET L. = 12-7'-0" AL ROOF NAGE BY OWNER >D GOLUMN MEZZANINE LEVEL EL.= 112'-0" INSULATED METAL PANEL. 5EAM5 ARE 42" APART WITH TEXTURED FINISH STONE GOLUMN MAIN LEVEL EL.= 100'-O" T':C�INISHED METAL COPING T.O. PARAPET EL. = 125'-0" PARAPET -. = 12"7'-0" 3 NORTH FELFEVATION ft3 1/5" = 1'-0" 4 ^F.ST FELFEVATION fi3 1/5" = 1'-0" :EFINISHED ETAL COPING T.O. PARAPET EL. = 125'-0" T.O. PARAPET EL. = 127-0" N5ULATED METAL PANEL. EAM5 ARE 42" APART WITH EXTUREI7 FINISH ETAL ROOF EZZANINE LEVEL $� EL.= 112'-0" MAIN LEVEL EL.= 100'-0" ED METAL ROOF :NE LEVEL :L.= 112'-0" -ATED METAL PANEL. 5 ARE 42" APART WITH )RED FINISH :FACE CMU 1AIN LEVEL EL.= 100'-0" m rt -h itor-+c www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 PROJECT MONTICELLO RV MONTICELLO, MINESOTA Lnffhorn COMPANY GENERAL CONTRACTORS ISSUED SET 02-12-19 REVISIONS DATE NO I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name Reg No. Date EXTERIOR ELEVATIONS Drawn By: AutWobecked By: Checker A 3 Project Number COPYRIGHT © HTG ARCHITECTS i I RV CENTER i P L UO SOUTH FELFEVATION fi3 1/5" = 1'-0" SIGNAGE BY OWNE:m METAL ROOF ""=FINISHED kL GOPIN6 PARAPET -. = 125'-0" PARAPET -. = 12-7'-0" LATED METAL PANEL. i5 ARE 42" APART WITH URED FINISH 41NE LEVEL A EL.= 112'-0" INUM GLASS :EFRONT 2 MAST FELFEVATION R3 1/5" = 1'-0" PREFINISHED METAL GOPING T.O. PARAPET EL. = 125'-0" .PARAPET L. = 12-7'-0" AL ROOF NAGE BY OWNER >D GOLUMN MEZZANINE LEVEL EL.= 112'-0" INSULATED METAL PANEL. 5EAM5 ARE 42" APART WITH TEXTURED FINISH STONE GOLUMN MAIN LEVEL EL.= 100'-O" T':C�INISHED METAL COPING T.O. PARAPET EL. = 125'-0" PARAPET -. = 12"7'-0" 3 NORTH FELFEVATION ft3 1/5" = 1'-0" 4 ^F.ST FELFEVATION fi3 1/5" = 1'-0" :EFINISHED ETAL COPING T.O. PARAPET EL. = 125'-0" T.O. PARAPET EL. = 127-0" N5ULATED METAL PANEL. EAM5 ARE 42" APART WITH EXTUREI7 FINISH ETAL ROOF EZZANINE LEVEL $� EL.= 112'-0" MAIN LEVEL EL.= 100'-0" ED METAL ROOF :NE LEVEL :L.= 112'-0" -ATED METAL PANEL. 5 ARE 42" APART WITH )RED FINISH :FACE CMU 1AIN LEVEL EL.= 100'-0" m rt -h itor-+c www.htg-architects.com Minneapolis Tampa Bismarck 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 PROJECT MONTICELLO RV MONTICELLO, MINESOTA Lnffhorn COMPANY GENERAL CONTRACTORS ISSUED SET 02-12-19 REVISIONS DATE NO I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Name Reg No. Date EXTERIOR ELEVATIONS Drawn By: AutWobecked By: Checker A 3 Project Number COPYRIGHT © HTG ARCHITECTS IREPI11I5X50 R PANEL. 'AR. MISX architects www.h tg-orchitects.com Minneapolis Tampa Bismarck F 9300 Hennepin Town Road Minneapolis, MN 55347 Tel: 952.278.8880 I SOUTH ELEVATION A3 1/6--1-0 NORTH ELEVATION N aum A3 va'-1'b' 4 A3 Ile. , t'o' AL PANEL APART nITH 514 C6.= 1wti' PROJECT cc. ,wro'Y PROJECT MONTICELLO RV MONTICELLO, MINESOTA Kinghorn GENERAL CONTRACTORS ISSUED SET 12-03-18 REVISIONS DATE NO I heareemymazth, A,n,Npalsn.,uon or mason w,a prepared by me o, under mydlreG sup isson and[hal amaduly Llemme ArcM1IttR under the laws ofthe some of Nimmons Name 123456 Issue Date Reg No. Date EXTERIOR ELEVATIONS Drawn By: AuOftecked By: Checker A3 Project NumCer COPYRIGHT 0 HTG ARCHITECTS PERSPECTIVE MONTICELLO RV Rl MONTICELLO, MINESOTA 12/03/18 Kin horn COMPANY GENERAL CONTRACTORS tTG hitects -- - - �- - - 1 - 6-16 1 rim u 1.1 1.9 _ �` *So.■+ { ® - , 5�1 .I - _ Ali '' 1 k;1.2 1.6 2.2 3.2 4.1 3.4 2.3 �_bq -' I � --� i -L- 1� 1 'L- L _ r� •'- .. .�La��. 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Watts Total Watts Filename L L0T4T160_D10 SINGLE 17037 17037 1.000 L0T4T160_D10 161.1 161.1 1127.7 LOT4T160 D10 - Cool - RAB02639MOD50.IES W WP3LED55 SINGLE 7026 7026 1.000 WP3LED55 57 57 399 WP3LED55D10 - Cool - RAB03125.IES Expanded Luminaire Location Summary LumNo Tag X Y 1 L 170.922 483.506 2 L 249.309 471.079 3 L 646.007 469.5 4 L 566.648 468.456 5 L 487.288 467.413 6 L 407.929 466.382 7 L 328.553 466.157 8 W 578.101 369.837 9 W 522.74 367.358 10 W 603.146 346.88 11 W 501.014 343.545 12 W 607.278 278.711 13 W 505.972 273.31 14 W 560.727 187.972 Total Quantity: 14 MTG HT Orient Tilt 25 260.991 0 25 260.991 0 25 270.754 0 25 270.754 0 25 270.744 0 25 270.744 0 25 266.711 0 18 91.636 0 18 91.636 0 18 3.772 0 18 183.133 0 18 3.772 0 18 183.133 0 18 272.693 0 NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of the designer. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. * RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal Patents issued or pending apply. w W O .�o0 r1tl G a N O0 10m A a 7 N C a a O N .1 14 U C ..1 . O k ..i v W+ O 0 v A s+ ro a� ca m 'O 0 a) O U a C b, � E'b E a) .0 a E .1 o v p, v -P O M O a) .Ci U ,C: w)um.tis,�,14 O R-0 b, W v; u o a ami OH ro o a E ti ro u H N o�..�vvo a d o .c w v v .co '� H a H N b A y a N 0 H .0 C4 ro v 0 aJ N a' U1 11 to .0 N N .Ni v o ami r N0 H .i 1 N O �v A N H U C a E. m.a�v�'s�y�cma N C N W p .•i v u] +� C N b C O Cm a[ C O� +� X G ro ..i a) a' O ro ro U m N A C N W m b N H a O N 4! O G W a 7 a a m C 0 w a m O o 0� v 'O .0 U ..i v uJ N W G a N b ro in ro O N E G4 m v v N a) v C C C U AONNIO O NOW a E T ro U 0-H + O O Ul `� 'I, A ..I ro C4 a N N v H m H a -+ w, .`W o v m o .� y rt N 0, J .0 +� rf 3 .-i -.i Ul FC O O a) a v a o .°�� o, 4+ w m o ro- Haro>mavmav v0 0 H P. Aro G� W Ei a 0 -.Ci ro Z O U) Q J 0 LL (D M 0- a) a 0 0 ry E LL W° IV OIM 2 0 U 0. z W m U) C. 0 00 a a Cl) z U) J 0 CL Q W z z 0 Cl) W D T W Z) z W a a z W x 0 wsb December 19, 2018 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Lakes Region RV Site Plan Review City Project No. 2018-047 WSB Project No. R-012967-000 Dear Ms. Schumann: We have reviewed the civil site plans and Stormwater Management Plan dated November 30, 2018 as prepared by Hakanson Anderson, and offer the following comments: Preliminary and Final Plat 1. Extend the drainage and utility easement over the entire infiltration basin on the west side of the site. Existing Topographv and Removals Plan 2. Expand the view of the existing contours for the property to the east to show the drainage patterns and how the proposed site will tie into the existing contours within the property. Grading. Drainage and Erosion Control Plan 3. Consider adding a separate site plan sheet to the plans depicting the drive aisle and parking areas dimensions, entrance width, and RV circulation patterns and turning templates. 4. The location of the proposed access appears to have adequate spacing from the existing accesses along Chelsea Road, based on the current uses. 5. The EOF for the infiltration basin should be reviewed. The EOF is shown through the parking lot at an elevation of 955.56; however, the top of wall elevation for the basin in the northwest corner is at elevation 953.5 and appears as though the EOF would flow off site to the west. It is recommended that the EOF be directed to Chelsea Road. 6. Grading in the northwest corner appears to be off the site. Please identify if permission from the adjacent property owner has been obtained for this. 7. Roof drainage and downspout locations should be shown on the grading plan. 8. Show the existing private utilities where grading is proposed to occur in the drainage and utility easement along Chelsea Road. Address any impacts to private utilities. 9. Add inlet protection on the north side of Chelsea Road. 10. Include silt fence along the south side of the trail to prevent sediment depositing on the trail. K:\012967-000\Admin\Docs\Ltr-a-schumann Lakes Region RV Review- 121818.docx Lake Region RV December 19, 2018 Page 2 11. Retaining walls over 4 feet in height require a railing at the top of the wall and shall be designed and certified by a licensed professional engineer. 12. All rip rap needs to be grouted and hand placed, per City specifications. 13. Grading, drainage, and erosion control shall comply with the City's zoning ordinance. See Chapter 4, Section 4.10 related to grading, drainage, stormwater management, and erosion control and the City's Design Manual, updated May 2017, located on the City's website, Engineering Department. Sanitary and Water Utilitv Plan 14. The applicant shall verify that a 6 -inch watermain extension will provide adequate pressure and fire flows to serve the building. 15. The building department will provide comments related to hydrant location for fire protection. 16. Provide an as -built utility plan once construction is complete. Stormwater Manaqement Plan 17. The proposed stormwater management for the site includes rate control at an offsite regional pond. Water quality/volume reduction is proposed through an on-site infiltration basin and underground infiltration trench. Pre-treatment is required for runoff entering an infiltration device. Pre-treatment is not provided for runoff that enters the basin in the concrete flume. It is recommended to move the location of the concrete flume to prevent short circuiting in the basin. 18. Both the infiltration basin and infiltration trench utilize the inlet as the outlet. This system is a short-circuiting design. It is recommended to separate the inlet and outlet pipes to prevent short circuiting. Additionally, all pond outlet structures are required to include a skimming device. 19. Depth to groundwater and bedrock must be confirmed in the proposed infiltration areas to ensure infiltration is not being proposed within 3 feet of the seasonally high-water table or bedrock. This information should be obtained from infiltration testing. Soil classifications from the investigation can be used for preliminary design purposes. Soil borings should extend to a minimum of 5 feet below the bottom of the infiltration basin. The lowest (i.e. most restrictive) infiltration rate within 5 feet shall be used for design purposes. Confirmation infiltration testing of the constructed systems will be required. 20. Soils that have infiltration rates greater than 8.3 inches per hour must be amended to slow the infiltration rate below 8.3 inches per hour, per the CSWGP. 21. An infiltration rate of 0.7 inches per hour has been assumed, which equates to an infiltration depth of 2.8 feet in 48 hours but should be verified with soil testing as described above. The basin depth of 1.9 feet will drawdown within 48 hours. The infiltration trench with a depth of 3.02 feet will not drawdown within 48 hours, therefore not meeting the City requirements. Lake Region RV December 19, 2018 Page 3 22. For the outlet elevation of 951.9 in the infiltration basin, the pond stage storage calculations indicate a volume of 13,634 cubic feet; however, the narrative indicates 13,859 cubic feet. Please correct this discrepancy. The volume of 4,546 cubic feet for the infiltration trench is consistent in the narrative and calculations. According to the calculations, 18,180 cubic feet of volume reduction is provided, which does not meet the required volume of 18,348 cubic feet. 23. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event and connection to the existing storm sewer system. Calculations should adhere to the following guidelines: a. The rational method runoff coefficient (c) is designated by land use and should be assigned a value no less than 0.7. b. Minimum allowable velocity in closed conduit = 3.0 fps c. Maximum allowable velocity in closed conduit = 12.0 fps 24. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. 25. A stormwater maintenance agreement will be required. A template will be provided to the applicant. HvdroCAD Model 26. Provide modeling calculations for the 10 -day snowmelt (7.2 inches) event and adjust HWL in ponds if needed. SWPPP 27. Sheet C4 seed mixes are permanent seed mixes. Include temporary stabilization measures and the estimated quantities (including temporary erosion control blanket and/or mulch) for all exposed areas. 28. Include erosion control blanket and/or mulch to seed stabilization measures (temporary and permanent). 29. Ensure areas to be stabilized with seed/fertilizer have either erosion control blanket or mulch application (with rates) associated with the stabilization measures. OTHER 30. Add a note that all construction shall conform to the City's General Specifications and Standard Detail Plates for Street and Utility Construction, dated April 2017, located on the City's website, Engineering Department. 31. A geotechnical report was provided to the City on December 18, 2018 and will be reviewed with the re -submittal of the plans. Lake Region RV December 19, 2018 Page 4 Please have the applicant provide a written response addressing the comments above. Please give me a call at 612-360-1304 if you have any questions or comments regarding this letter. Sincerely, WSB Shibani K. Bisson, PE Senior Project Manager wsb February 19, 2019 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Lakes Region RV Civil Plan Review City Project No. 2018-047 WSB Project No. R-012967-000 Dear Ms. Schumann: We have reviewed the revised civil site plans dated February 12, 2019 and Stormwater o Management Plan and SWPPP dated January 23, 2019 as prepared by Hakanson Anderson, 0 and offer the following comments: Z W m U) 3: Grading, Drainage and Erosion Control Plan 0 1. The EOF for the infiltration basin on the current site plan is directed off-site through the property to the west, which is proposed to be platted as Outlot A, Groveland 5th Addition. It is understood that when Outlot A develops, the infiltration basin EOF will be as shown on the grading plan, through the parking lot of the proposed site at an elevation of 954.36. The development agreement should acknowledge this condition and that the infiltration basin EOF will affect the low opening elevation of any future building site on Outlot A. Based on current It standards, the low opening of the future building on Outlot A would be a 956.36. It is LO understood that the property owner to the west. Ocello. LLC.is a party to development agreement for this project � 2. The FES for the 30 -inch storm sewer inlet pipe to the infiltration basin shall have sheet piling 0 per City Detail Plate 4008. CL a W 3. It is recommended to place biorolls or other erosion and sediment control devices along the Z perimeter of the infiltration basin to prevent washouts. Utilitv and Pavinq Plan 0 0 CO LU 4. The location and elevation of the utility connections should be verified in the field prior to construction. A note should be added to the plans that the City will not be responsible for any costs incurred due to variations in the field from the as -built elevations or locations of the Cn utilities. W D 5. It is recommended to install an irrigation flow valve on the system as a safeguard. W a a Stormwater Management Plan z W x 6. The proposed stormwater management for the site includes rate control at an offsite regional pond. Water quality/volume reduction is proposed through an on-site infiltration basin and underground infiltration trench. Pre-treatment is provided through the use of sump manholes prior to entering the infiltration areas. K:\012967-000\Admin\Docs\Ltr-a-schumann Lakes Region RV Review-021819.docx Lake Region RV February 19, 2019 Page 2 7. A stormwater maintenance agreement will be required for the infiltration basin and infiltration trench. A template should be provided to the applicant. HvdroCAD Model 8. The outlet for the Basin has a primary outlet invert elevation of 947.44, however the plans show the connection elevation of 944.77, please correct this discrepancy. SWPPP 9. MnDNR wetland located SE of the project looks to receive water from the project (within 1 - mile) from existing storm system draining from regional pond. Add receiving water information to SWPPP. 10. Project is within a DWSMA classified as "moderate vulnerability", but it is outside of the Emergency Response Area (ERA), please state this in your SWPPP. 11. Add language stating that the infiltration systems must not be excavated to final grade, or within three (3) feet of final grade, until the contributing drainage area has been constructed and fully stabilized unless they provide rigorous erosion prevention and sediment controls (e.g., diversion berms) to keep sediment and runoff completely away from the infiltration area; also, do not drive compacting equipment or store any material within the proposed infiltration basin area. Please have the applicant provide a written response addressing the comments above. Please give me a call at 612-360-1304 if you have any questions or comments regarding this letter. Sincerely, WSB IA�,— - t, �.,OPLI Shibani K. Bisson, PE Senior Project Manager City Council Agenda: 3/11/2019 2L. Consideration of approving an agreement between the City of Monticello and BNSF for the installation of the crossing surface's at Washington Street, Ramsev Street, and Cedar Street. (ML) A. REFERENCE AND BACKGROUND: As part of the Fallon overpass project the city was to reconstruct Washington St. within the BNSF railroad easement and install a new sidewalk crossing on the west side of Washington St. The sidewalk will complete the gap from 7t' street to the existing Washington St. sidewalk which ends just north of the railroad tracks. The sidewalk extension and road reconstruction are not able to be completed until an agreement is in place with BNSF. BNSF's policy is that when an agency initiates a project like the city did with the Washington St. crossing, they don't participate in sharing the cost of the project. For the last several months staff has been negotiating with BNSF on getting them to share in the cost. During the negotiations we were able to get the Ramsey and Cedar Street crossings replaced as well for minimal extra cost. Due to the high mobilization cost of BNSF it is cost efficient to complete several crossings at the same time and since we didn't initiate the other crossing improvements BNSF was able to cost participate due to their internal policies. The crossings at Cedar Street and Washington Street would be reconstructed to include new concrete surfaces that would include sidewalks for Cedar Street and Washington Streets. A sidewalk isn't included on the park and pathway plan for Ramsey Street so a sidewalk would not be added to this crossing. This agreement would replace these three crossings with a new concrete surface for a lump sum cost of $125,000. In addition to the $125,000 for the BNSF agreement the City will be responsible for any road work up to the crossing, pavement markings and warning signs, and traffic control during construction. The City's construction costs are estimated to not exceed $50,000. Al. Budget Impact: This project cost is included in the Fallon Avenue overpass project budget. A2. Staff Workload Impact: Staff time will include obtaining quotes to complete the City's portion of the work and inspecting the work of the City's contractor. Staff will also need to coordinate with BNSF and the City's contractor during the construction. B. ALTERNATIVE ACTIONS: Motion to approve the agreement between the City of Monticello and BNSF for the installation of the crossing surface's at Washington Street, Ramsey Street, and Cedar Street. 2. Motion to deny the agreement between the City of Monticello and BNSF. C. STAFF RECOMMENDATION: City staff recommends the City Council approve the agreement with BNSF as outlined in Alternative #1. D. SUPPORTING DATA: 0 BF10013123 Monticello, MN Crossing Surface Rehab Agreement City Council Agenda: 3/11/2019 2M. Consideration of adopting Resolution No. 2019-22 approving amendments to the designated Municipal State Aid Street Svstem (ML) A. REFERENCE AND BACKGROUND: The Municipal State Aid Street (MSAS) system allows cities with a population over 5,000 to be eligible to receive additional funding for road improvements and maintenance from the State Highway Users Fund. Each year, the city receives an allocation based 50% upon its population and 50% upon the construction "Needs" of its roadways. To receive funding, the city can designate up to 20% of its local streets to receive MSAS funding. The city has a total of 12.19 miles to designate. Streets designated in the MSAS system must connect to other MSAS system streets, or streets of a higher designation, such as county roads or state highways. The amount of State -Aid funds that the city will receive is largely based on existing traffic volume of the roadway. This means that the higher the ADT, the more money that segment will generate. Per State Aid Rules, a city is allowed to add and/or remove mileage annually if a letter request is submitted. If the proposed route revisions are accepted by the State Aid office, a formal council resolution adding it the system is required by May 1St With the addition of roadways primarily from development the city had 0.23 miles available. Streets that are added to the Municipal State Aid Street system can be removed on an annual basis. Although, streets that have received State Aid funding must remain on the system for a period of 20 years if they have received a major improvement of 10 years if the roadway has only received surface rehabilitation such as a mill and overlay. We are recommending the following modifications to the city's MSAS system: • Addition of Cedar Street from 4th Street to Broadway Street (CSAH 75) With the proposed revisions, the city will have 0.07 miles available for designation in future years. These revisions will result in the city maximizing its available designation mileage which will in turn maximize the State Aid Needs dollars that are allocated to the City. In 2019 the city will receive $621,425 in state aid funding and these revisions will be accounted for in the calculations for 2020. With concurrence from Council, staff will submit the resolution to the Commissioner of the Department of Transportation in order to finalize the route designations. Al. Budget Impact: WSB was utilized to help with analyzing options for maximizing the city's state aid distribution and this cost is estimated at approximately $3,000. A2. Staff Workload Impact: This is part of Staff's annual review of the State Aid system and has little impact. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2019-22 approving amendment to the designated Municipal State Aid System. 2. Motion to deny adoption of Resolution 2019-22 at this time. City Council Agenda: 3/11/2019 C. STAFF RECOMMENDATION: Staff recommends Alternative No. 1. D. SUPPORTING DATA: A. Resolution 2019-22 B. 2018 MSAS Designation Map CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-22 A RESOLUTION APPROVING AMENDMENTS TO THE DESIGNATED MUNICIPAL STATE AID STREET SYSTEM FOR THE CITY OF MONTICELLO, MINNESOTA WHEREAS, as a requisite to qualify for state aid, it is necessary that the City Council designate certain streets within the City of Monticello to comprise a Municipal State Aid Street system; and WHEREAS, the Council has reviewed the recommendations of the City Engineer and has approved certain streets within the City to be removed or to become a part of said system. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello as follows: That part of Cedar Street from 41 Street to Broadway Street (CSAH 75) shall be added to the City of Monticello MSAS. 2. That the City Clerk provide a certified copy of this resolution by May 1, 2019 for transmittal to the Commissioner of the Department of Transportation. ADOPTED BY the Monticello City Council this 111 day of March, 2019. ATTEST: Jeff O'Neill, City Administrator CITY OF MONTICELLO Brian Stumpf, Mayor F. IOty ClerkUgeadaslCouacd Agendas12019 Couacd Agendas1031119Vnfo Not UsedUGN1TMATTACH--MSAS Update Res 2019-.doc ' gs m ` 19 ��. 19 20 �1 32 `i ♦ 1 1 1 1 1 • 120th St NE I 1 1 I 1 1 1♦ D m` A—Al 7 19 Lake _ / Cedar C (main lake) Lake t / 5th St NE 42 V 106 I` C 1�� First • I �� Lake n n L, a I FF 99m s� I c U U � I w. I - 1 � c U m I ° ' c 3 I 16 I C 1 ayv I I I c I J c U • I I IC --. _ • — - —- 88th St NE G /w z C.a i= 0 aNE C �, oP o z a m m ■ o �� �1 B5th � NENE 1 � 2 --lin - U. _ _U_ _ LL To request information from this document in an alternative format, call 651-366-4718 or 1-800-657-3774 (Greater Minnesota); 711 or 1-800-627-3529 (Minnesota Relay). You may also send an e-mail toADArequest.dot@state.mn.us. (Please request at least one week in advance.) MDEPARTMENT OF TRANSPORTATION MUNICIPALITY of MONTICELLO Hiawatha Ave 3 h0 2 POW llC U i VVV"' z Q, N Park Ave ;1228u 128N \NGlenwoodAve ")."h Av. 1011 203rd Ave n n n Y � h I of U f s I I 0 z �• Big n l.—._.1._.—.i Lake 0 13. Edinburgh Way w 14. Wyoming Ave W I I I Idah 15. Montana r ee W 1/ i6. Shore Acres tDr tT,7. Shoreview Est 18. Eaggle Lake Rd S ' 103 u --t'9. Jefferson BIW W ' _ _ Minnesota A,�F 103 �O I 03 103 O II^YAI M z O 1 1 A%VV uL� M ,On A. 131 I I N 3 F r t on a3 J a nd�s\ a. N O W 122 Rose Dr E 12 10 • fV� ' Jefferson BIW E '� • IISTFI 10 - - P, ff am Aee E :onNd E 5Dr ' //�I 1 Humboll Dr ve oey e 12;I ilham t h .Big Lake I ake Pleasant AveE ®��L'- I. 04 I LQ aFo y♦0 �stRa ,. I D . �a a 9 6 I I U 121 I• — STa Town a 105 1 au ea J L — 1 n n y mw I DI s J 3 w _— I I = f r-- - i U 493rd Ave U _ —I rn ..•J...- el, k;� '• :::.� of �....4:.,i,_:-~�l(1':'-.':::"4:�1/ • I I _ , C tl 1 1 1 1 � c c 9. Monroe Ave E 10. Leighton Cir 11. 93rd St NE a C 12. Elderberry Cir _D 'I 3 ` U 32 c I I 1 T-1480 6$ n St J ^o I c � J /' 182NW C H14 U U *U 'r147 n' n _ s I I1 n- 1 ro I II I = I 1� 182nd Ave • J I .f Win_ ' n n n n n n n 6� n • 102nd St C♦�Z I• d _ �— • �`� E Q � �C4H 39 E a o o - I I •I w U z QI z I ode r z , 5 � a m rACNE I I lsp/rey� sure , 97th SINF � \ram ,'� • I T-1503 oc»cr NP ssfn St NE I z � � •— . I I 18� m --I • • _.2 I I I Y L I 7 m _ • U • U • t= U U 90th St NE U U U r WRIGHT COUNTY MUNICIPALITY OF MONTICELLO PREPARED BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION OFFICE OF TRANSPORTATION SYSTEM MANAGEMENT IN COOPERATION WITH U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION S CALE 0.3 0.15 0 0.3 0.6 0.9 1.2 " H 1 I I I I Miles 0 0.225 0.45 Projection: Transverse Mercator NAD 1986 UTM Zone 15 0.9 1.35 1 1 1 in = 1,600 ft 2018 N W E 117 S 1.8 I Kilometers North American Datum of 1986 ROAD AND ROADWAY FEATURES PUBLIC SERVICE FEATURES INTERSTATE.................................................................................. #0*41.00001 MNDOTOFFICE .................................................................................. ^ IJ USHIGHWAY.................................................................................I'RI MNDOT TRUCK STATION ................................................................... MN HIGHWAY................................................................................�W HIGHWAY PATROL DISTRICT OFFICE ............................................... 0 COUNTY STATE AID HIGHWAY....................................................400.11111111,0#., STATE TRAVEL INFORMATION CENTER ......................................... rlc COUNTY ROAD.............................................................................. ,O'M� RESTAREA(FULL SERVICE) ............................................................. ..® MUNICIPAL STATE AID STREET...................................................ISI RESTAREA(VAULT TOILET) ................................................................ ra MUNICIPAL STREET ................................................... WAYSIDE (VAULT OR PIT TOILET)........................................................ WP PRIVATE STREET/ROAD.................................................... ^� LOCAL PARK............................................................................----.... !;) TOWNSHIP ROAD.........................................................................^0000 PUBLIC ACCESS POINT ................................................................... UNORGANIZED TERRITORY ROAD.............................................ISI FAIRGROUNDS .................................................................................. RAMPOR CONNECTOR.............................................................. PORT OF ENTRY .................................................................................G* INTERSTATEEXIT..............................................................................0 PARKAND RIDE LOT .......................................................................... M 0 GREAT RIVER ROAD......................................................................... MN STATE COLLEGEAND UNIVERSITY SYSTEM (MNSCU)...........� OTHER ROADS..............................................................................^Ooo- UNIVERSITY OF MN SYSTEM ............................................................ FRONTAGE STATE PARK NATIONAL INDIAN SERVICE NATIONAL PARK MONUMENT STATE FOREST CULTURAL FEATURES MILITARY NATIONAL FOREST NATIONAL WILDLIFE STATE GAME STATE HISTORICAL MARKER............................................................/ AVIATION FEATURES HISTORIC DISTRICT .......................................................................... "FL° COMM ERC IAL AIRPORT ................................. ...................................� HISTORIC SITE ................................................................................... T GENERALAIRPORT...........................................................................7t_ _Y MONUMENT ........................................................................................ AIRSTRIP.............................................................................................� BOUNDARY FEATURES SEAPLANE..........................................................................................00 TRIBAL LAND .................................................................................... ip AIRPORTRUNWAY......................................................................../../ COUNTY ............................................................................................ 10 RAILROAD AND RAILWAY FEATURES MUNICIPALITY ...................................................................................If RAILWAY........................................................................................XIX ADJACENT MUNICIPALITY.............. L J EMPIRE BUILDER STATION (AMTRAK) ......................................... FEOERALADJPJSTED'1•1RBAN AREA (2014)....................................p�'/ NORTHSTAR STATION (COMMUTER) ............................................ i:J MILITARY .......................................................................................... LIGHT RAIL.....................................................................................�J( VOYAGEURS NATIONAL PARK ....................................................... BLUE LINE..................................................................................... BOUNDARY WATERS CANOE AREA WILDERNESS................ GREENLINE.................................................................................. STATE PARK ...................................................................................... 0 INFRASTRUCTURE FEATURES REGIONAL PARK...............................................................................� LONG BRIDGE (300'OR GREATER SPAN) ............................................ NATIONAL FOREST........................................................................... •• MAJOR BRIDGE (20' TO 300' SPAN) ....................................................* NATIONALAND STATE FOREST ..................................................... � MINOR BRIDGE (5' To 20' SPAN)........................................................ STATE FOREST................................................................................. DAM..................................................................................................... NATIONALTRAIL............................................................................ I; LOCK AND DAM .......................... ...................................................... WILDLIFE REFUGE AREA ................................................................ PUBLIC FACILITIES WILDLIFE MANAGEMENT AREA.....................................................C3 STATE CAPITOL............................................................................. O HYDROLOGIC FEATURES FEDERAL COURTHOUSE............................................................... til RIVER OR STREAM (PERENNIAL) ......................................... COUNTY COURTHOUSE............................................................... ® LAKE. POND OR RESERVOIR..........................................................5 STREAM (INTERMITTENT)...............................................................w •,�,�_. ARMORY......................................................................................... DRAINAGE DITCH.........................................................................�i♦„_�. CITY CENTERS+- WETLAND............................................................................................ 0 O O O ISLAND OR LAND.............................................................................._ TRIBAL CITY CENTER LOCALLY UNINCORPORTATED GOVERNMENT KNOWN COMMUNITY REGIONAL WATERSHED.................................................................L-1 CENTER PLACE Population (U.S Census 2010): 12759 SHEET 1 OF 1 City Council Agenda — 03/11/2019 4A. Consideration of establishing and appointing a representative to the 2040 Monticello Communitv Vision & Comprehensive Plan Proposal Review Sub - Committee (AS) On February 11th, 2019, the City Council authorized the release of the 2040 Monticello Community Vision & Comprehensive Plan RFP. The RFP was posted on February 251h, 2019. Proposals are due April 1St, 2019. Council is now asked to establish a sub -committee to assist in recommending a final consulting firm for the project. The sub -committee will meet approximately 2-3 times during the month of April to review the submitted proposals and recommend a final group of proposing consultants to be interviewed by the Planning Commission and City Council. The proposed RFP Review Sub -Committee to be established: City Council Planning Commission Economic Development Authority Parks & Recreation Commission Industrial & Economic Development Committee Staff Liaisons: Community Development, Engineering, Economic Development, Administration Meeting dates and an information packet will be provided to the sub -committee members once the Council establishes the group and the individual bodies have appointed their representatives. A separate Technical Advisory Committee will be appointed to steer the full Visioning & Comprehensive Plan process once a consultant is selected. B. ALTERNATIVE ACTIONS: 1. Motion to establish 2040 Monticello Community Vision & Comprehensive Plan Proposal Review Sub -Committee as proposed in the staff report of 3/11/19 and to and appoint Council members and to the sub- committee. 2. Motion of other. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. Establishment of sub -committee that is representative of city policymakers responsible for the implementation of the comprehensive plan is appropriate in providing guidance on the selection of consultants for final interview. D. SUPPORTING DATA: None. 'OT co'. �'RI R 5 04Fti Monticello Monthly Report 2019 Incident Start Date/Time Initial Call 911 Abandoned Total: 8 02/09/19 04:58 911 Abandoned 02/11/19 20:39 911 Abandoned 02/12/19 10:14 911 Abandoned 02/18/1914:23 911 Abandoned 02/18/19 16:02 911 Abandoned 02/22/1914:54 911 Abandoned 02/23/19 22:36 911 Abandoned 02/28/19 10:16 911 Abandoned Wright County Sheriff's Office Sheriff Sean Deringer 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 CFS # 2019010804 2019011493 2019011615 2019013264 2019013303 2019014428 2019014853 2019015925 Final Incident QPpFE55I0NA�rS Printed on . 1 • Case Number Codes How Reported 911ABANDON 911ABANDON 911 ABANDON 911ABANDON 911ABANDON 911 ABANDON 911ABANDON 911ABANDON 911 Abandoned; Domestic Disturbance Total: 1 02/09/19 20:54 911 Abandoned; 2019011001 Domestic Disturbance WP19004226 9b1 911ABAN ON; 911 Hang-up Total: 31 02/01/1913:43 911 Hang-up 2019008682 911 HAN911 GUP 02/01/1917:33 911 Hang-up 2019008755 911 HAN911 GUP 02/03/19 11:54 911 Hang-up 2019009291 911 HAN911 GUP 02/03/19 15:55 911 Hang-up 2019009344 911 HAN911 GUP 02/03/19 21:26 911 Hang-up 2019009427 911 HAN911 GUP 02/05/19 07:03 911 Hang-up 2019009787 911 HAN911 GUP 02/06/19 15:19 911 Hang-up 2019010143 911 HAN911 GUP 02/07/19 14:57 911 Hang-up 2019010391 911 HAN911 GUP 02/07/19 22:27 911 Hang-up 2019010489 911 HAN911 GUP 02/09/19 17:16 911 Hang-up 2019010942 911 HAN911 GUP 02/11/1913:18 911 Hang-up 2019011373 911 HAN911 GUP 02/11/19 20:12 911 Hang-up 2019011487 911 HAN911 GUP 02/11/19 21:03 911 Hang-up 2019011496 911 HAN911 GUP 02/11/19 21:36 911 Hang-up 2019011503 911 HAN911 GUP 02/12/19 13:37 911 Hang-up 2019011658 911 HAN911 GUP 02/13/19 18:22 911 Hang-up 2019012023 911 HAN911 GUP ZUERCHER Page 1 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/14/19 15:07 911 Hang-up 2019012247 11 911 HAN911 GUP 02/14/19 15:10 911 Hang-up 2019012249 911 911 HAN911 GUP 02/14/19 15:44 911 Hang-up 2019012262 911 HAN911 GUP 02/14/19 15:47 911 Hang-up 2019012266 911 911 HAN911 GUP 02/15/19 05:59 911 Hang-up 2019012391 911 911 HAN911 GUP 02/15/19 15:14 911 Hang-up 2019012506 911OPEN11 02/06/19 13:39 911 Open Line 2019010124 911 HAN911 GUP 02/15/19 23:56 911 Hang-up 2019012648 911 OPEN 02/07/19 15:13 911 Open Line 2019010394 911 HAN911 GUP 02/16/19 08:57 911 Hang-up 2019012726 911OPEN 02/09/19 10:55 911 Open Line 2019010856 911 HAN911 GUP 02/17/19 20:47 911 Hang-up 2019013124 911 911 HAN911 GUP 02/21/19 08:40 911 Hang-up 2019014060 11 911 HAN911 GUP 02/22/19 21:38 911 Hang-up 2019014536 911 HAN911 GUP 02/23/19 02:02 911 Hang-up 2019014578 911 HAN911 GUP 02/23/1913:22 911 Hang-up 2019014702 911 Hang-up WP19005645 911 HAN911 GUP 02/27/19 07:39 911 Hang-up 2019015652 911 HAN911 GUP 02/27/19 17:49 911 Hang-up 2019015780 911 HAN911 GUP 911 Hang-up; Disorderly Total: 1 02/20/1916:47 911 Hang-up; 2019013912 911 Hang-up WP19005325 911 911 HANGUP; DISORD 911 Hang-up; Medical - Psychiatric - Behavioral Total: 1 02/07/19 00:40 911 Hang-up; Medical - 2019010244 Medical - Psychiatric - WP19003913 911 911 HANGUP; MPSYCH 911 Open Line Total: 36 02/01/19 11:51 911 Open Line 2019008649 911OPEN11 02/02/19 08:41 911 Open Line 2019008948 11 911 OPEN 02/02/19 14:10 911 Open Line 2019009025 911 911OPEN 02/03/19 11:41 911 Open Line 2019009289 911OPEN11 02/03/19 18:50 911 Open Line 2019009381 911 911 OPEN 02/04/19 15:42 911 Open Line 2019009632 911 911OPEN 02/06/19 10:25 911 Open Line 2019010076 911OPEN11 02/06/19 13:39 911 Open Line 2019010124 911 911 OPEN 02/07/19 15:13 911 Open Line 2019010394 911 911OPEN 02/09/19 10:55 911 Open Line 2019010856 911OPEN11 02/09/19 14:22 911 Open Line 2019010906 911 911 OPEN 02/10/19 09:06 911 Open Line 2019011096 11 911 OPEN ZUERCHER Page 2 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes Reported 02/10/19 11:49 911 Open Line 2019011124 ggHow 911OPEN11 02/11/19 08:24 911 Open Line 2019011302 11 911 OPEN 02/11/19 11:24 911 Open Line 2019011355 911 911OPEN 02/11/19 16:00 911 Open Line 2019011427 911OPEN11 02/11/19 21:45 911 Open Line 2019011509 11 911 OPEN 02/12/19 08:34 911 Open Line 2019011588 911 911 OPEN 02/12/19 17:01 911 Open Line 2019011704 g 911OPEN11 02/14/19 08:36 911 Open Line 2019012152 11 911 OPEN 02/14/19 08:38 911 Open Line 2019012154 911 911 OPEN 02/14/19 15:42 911 Open Line 2019012260 g 911OPEN11 02/14/19 19:16 911 Open Line 2019012310 911 911 OPEN 02/15/19 13:36 911 Open Line 2019012486 911 911OPEN 02/16/19 08:44 911 Open Line 2019012723 911 OPEN11 02/17/19 14:08 911 Open Line 2019013038 911 911 OPEN 02/18/19 13:32 911 Open Line 2019013254 911 911OPEN 02/18/19 15:31 911 Open Line 2019013280 911OPEN11 02/18/19 19:16 911 Open Line 2019013365 911 911 OPEN 02/19/19 08:58 911 Open Line 2019013492 911 911 OPEN 02/21/19 16:02 911 Open Line 2019014172 g 911OPEN11 02/22/19 15:34 911 Open Line 2019014436 911 911 OPEN 02/23/19 15:05 911 Open Line 2019014737 911 911OPEN 02/24/19 12:03 911 Open Line 2019014944 911OPEN11 02/26/19 11:23 911 Open Line 2019015455 911 911 OPEN 02/26/19 19:53 911 Open Line 2019015568 911 911 OPEN Abandoned Vehicle Total: 1 02/25/19 10:37 Abandoned Vehicle 2019015175 Parking WP19005851 ne ABANDVEH Agency Assist Total: 8 02/02/19 03:15 Agency Assist 2019008910 Agency Assist WP19003363 ne AGASSIST 02/12/19 05:29 Agency Assist 2019011557 Agency Assist WP19004420 AGASSISTne 02/12/19 12:43 Agency Assist 2019011641 Agency Assist WP19004446 AGASSISTne 02/13/19 15:21 Agency Assist 2019011967 CSC Sex Offense WP19004579 ne AGASSISppn 02/17/19 06:12 Agency Assist 2019012967 Agency Assist WP19004983 AGASSISTicer ZUERCHER Page 3 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/17/19 20:49 Agency Assist 2019013125 Agency Assist WP19005039 ne Phone ASSAU AGASSIST 02/23/19 03:57 Agency Assist 2019014590 Agency Assist WP19005598 ASSAU PT 2019012691 Suspicious - Circumstances WP19004860 one AGASSIPTne 02/26/19 09:37 Agency Assist 2019015435 Warrant - Arrest WP19005972 WSRO190051 ASSAULT CHKWEPFone AGASSIPTne Alarm Total: 3 02/09/1911:46 Alarm 2019010869 Alarm WP19004166 911 ALARM 02/19/19 07:35 Alarm 2019013478 Alarm WP19005155 Phone ALARM 02/28/19 21:33 Alarm 2019016113 Alarm WP19006251 911 ALARM Animal Total: 7 02/02/1910:17 Animal 2019008965 Phone ANIMAL 02/03/19 06:10 Animal 2019009216 Phone ANIMAL 02/09/1912:59 Animal 2019010885 Phone ANIMAL 02/11/1913:29 Animal 2019011379 Phone ANIMAL 02/23/1912:55 Animal 2019014691 Animal WP19005637 911 ANIMAL 02/23/1919:52 Animal 2019014817 Animal WP19005689 Phone ANIMAL 02/28/1916:44 Animal 2019016028 Animal WP19006214 Phone ANIMAL Animal - Abuse Total: 2 02/24/19 00:05 Animal - Abuse 2019014869 Animal - Abuse WP19005707 911 ANABUSpEh 02/27/19 16:57 Animal - Abuse 2019015757 Animal - Abuse WP19006117 ANABUSE one Animal - Barking Dog Total: 1 02/03/19 00:09 Animal - Barking Dog Assault Total: 5 02/03/19 22:36 Assault 02/06/1910:17 Assault 02/10/1910:43 Assault 02/16/19 03:25 Assault 02/19/1913:27 Assault Check Welfare Total: 28 02/01/19 16:40 Check Welfare 02/01/19 16:43 Check Welfare 02/01/19 21:57 Check Welfare 02/03/19 21:05 Check Welfare 02/04/19 12:18 Check Welfare 2019009170 Animal - Barking Dog WP19003467 ANBARKhone 2019009446 Assault WP19003562 one ASSAULT1 2019010071 Check Welfare WP19003835 Phone ASSAU 2019011111 Assault WP19004268 hone ASSAU PT 2019012691 Suspicious - Circumstances WP19004860 one ASSAULT1 2019013551 Assault WSRO190051 ASSAULT CHKWEPFone 2019008737 Check Welfare WP19003312 one CHKWEPF 2019008738 Check Welfare WP19003313 one CHKWEPF 2019008839 Check Welfare WP19003341 one CHKWEPF 2019009419 Juvenile - Complaint WP19003554 one CHKWEPF 2019009589 Check Welfare WP19003627 CHKWEPFone ZUERCHER Page 4 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/04/19 14:55 Check Welfare 2019009622 Check Welfare WP19003637 Phone CHKWELF 02/05/19 10:36 Check Welfare 2019009849 Check Welfare WP19003734 Phone CHKWELF 02/05/19 13:09 Check Welfare 2019009868 Check Welfare WSRO19003743 CHKWELF 02/08/19 13:20 Check Welfare 2019010642 Check Welfare WP19004078 Phone CHKWELF 02/08/19 17:50 Check Welfare 2019010702 Check Welfare WP19004097 Phone CHKWELF 02/09/19 08:52 Check Welfare 2019010828 Check Welfare WP19004148 Phone CHKWELF 02/11/19 00:06 Check Welfare 2019011252 Check Welfare WP19004315 Phone CHKWELF 02/11/19 10:04 Check Welfare 2019011328 Check Welfare WP19004348 Phone CHKWELF 02/11/19 16:58 Check Welfare 2019011438 Check Welfare WP19004385 Phone CHKWELF 02/13/19 02:32 Check Welfare 2019011811 Check Welfare WP19004514 911 CHKWELF 02/13/19 19:54 Check Welfare 2019012040 Medical - Psychiatric - WP19004605 one CHKWELF 02/14/19 20:18 Check Welfare 2019012324 Suicidal - Attempt - Threat WP19004710 911 CHKWELF 02/14/19 21:51 Check Welfare 2019012342 Check Welfare WP19004718 911 CHKWELF 02/18/19 19:14 Check Welfare 2019013364 Check Welfare WP19005122 911 CHKWELF 02/22/19 13:19 Check Welfare 2019014405 Medical - Psychiatric - WP19005523 one CHKWELF 02/22/19 15:34 Check Welfare 2019014435 Check Welfare WP19005536 Phone CHKWELF 02/22/19 20:24 Check Welfare 2019014516 Check Welfare WP19005567 Phone CHKWELF 02/23/19 14:12 Check Welfare 2019014720 Check Welfare WP19005652 Phone CHKWELF 02/23/19 23:28 Check Welfare 2019014865 Check Welfare WP19005706 911 CHKWELF 02/26/19 07:45 Check Welfare 2019015414 Check Welfare WP19005960 Phone CHKWELF 02/26/19 09:54 Check Welfare 2019015441 Check Welfare WP19005976 Phone CHKWELF 02/28/19 08:23 Check Welfare 2019015907 Check Welfare WPRK1900616 Phone HKWELF 02/28/19 11:43 Check Welfare 2019015945 Check Welfare WP19006183 Phone CHKWELF Check Welfare; Medical - Cold Exposure Total: 1 02/25/19 01:07 Check Welfare; Medical 2019015091 Check Welfare WP19005803 Phone CHKWELF; Check Welfare; Medical - Psychiatric - Behavioral Total: 1 02/25/19 18:56 Check Welfare; Medical 2019015313 Check Welfare WP19005916 911 CHKWELF: MPSYCH Citizen Aid Total: 11 02/01/19 13:07 Citizen Aid 02/03/19 21:09 Citizen Aid 02/05/19 15:51 Citizen Aid 02/06/19 01:11 Citizen Aid 2019008670 Citizen Aid 2019009420 Citizen Aid 2019009898 Citizen Aid 2019009998 Citizen Aid WP19003285 Phone CITAID WP19003555 Phone CITAID WP19003760 Phone CITAID WP19003799 911 CITAID ZU=RCHER Page 5 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/13/19 20:20 Citizen Aid 2019012045 Citizen Aid WP19004607 Phone 02/12/19 16:12 Civil Complaint 2019011692 Civil Complaint CITAID 02/14/19 11:53 Citizen Aid 2019012200 Citizen Aid WP19004665 Phone 02/16/19 01:00 Civil Complaint 2019012659 Court Order Violation CITAID 02/15/19 19:45 Citizen Aid 2019012591 Citizen Aid WP19004817 911 02/18/19 09:44 Civil Complaint 2019013213 Civil Complaint CITAID 02/19/19 11:07 Citizen Aid 2019013521 Citizen Aid WP19005179 Phone 02/19/19 12:54 Civil Complaint 2019013544 Civil Complaint CITAID 02/21/19 09:53 Citizen Aid 2019014077 Citizen Aid WP19005396 Phone 02/20/19 10:49 Civil Complaint 2019013817 Civil Complaint CITAID 02/24/19 14:18 Citizen Aid 2019014966 Citizen Aid WP19005754 Phone 02/20/19 21:30 Civil Complaint 2019013969 Civil Complaint CITAID 02/28/19 07:22 Citizen Aid 2019015888 Citizen Aid WP19006158 Phone 02/21/19 12:19 Civil Complaint 2019014113 Civil Complaint CITAID Civil Complaint Total: 18 02/09/19 09:12 Civil Complaint 2019010834 Traffic - Complaint WP19004151 Phone CIV 02/12/19 16:12 Civil Complaint 2019011692 Civil Complaint WP19004469 Phone CIV 02/16/19 01:00 Civil Complaint 2019012659 Court Order Violation WP19004836 Phone CIV 02/18/19 09:44 Civil Complaint 2019013213 Civil Complaint WP19005065 911 CIV 02/19/19 12:54 Civil Complaint 2019013544 Civil Complaint WP19005188 Phone CIV 02/20/19 10:49 Civil Complaint 2019013817 Civil Complaint WP19005300 Phone CIV 02/20/19 21:30 Civil Complaint 2019013969 Civil Complaint WP19005345 Phone CIV 02/21/19 12:19 Civil Complaint 2019014113 Civil Complaint WP19005410 Phone CIV 02/21/19 16:15 Civil Complaint 2019014175 Civil Complaint WP19005442 Phone CIV 02/21/1919:42 Civil Complaint 2019014230 Traffic -Complaint WP19005454 Phone CIV 02/22/19 08:46 Civil Complaint 2019014350 Civil Complaint WP19005498 Phone CIV 02/22/19 10:38 Civil Complaint 2019014377 Civil Complaint WP19005508 Phone CIV 02/22/19 18:28 Civil Complaint 2019014489 Civil Complaint WP19005554 911 CIV 02/23/19 13:00 Civil Complaint 2019014692 Civil Complaint WP19005640 Phone CIV 02/25/19 05:13 Civil Complaint 2019015116 Civil Complaint WP19005818 Officer CIV 02/25/19 12:11 Civil Complaint 2019015202 Theft WP19005862 Phone CIV 02/26/19 13:45 Civil Complaint 2019015481 Civil Complaint WP19005996 Phone CIV 02/28/19 07:36 Civil Complaint 2019015895 Stolen - Vehicle WP19006161 Phone CIV Civil Complaint; Juvenile - Complaint Total: 1 44 02/23/19 16:57 Civil Complaint; 2019014773 Medical - Psychiatric - WP19005671 CIV: JUVCUfUP Civil Process Total: 39 02/02/19 10:40 Civil Process 2019008972 Civil Process WP19003404 CIVPROCfficer 02/05/19 09:15 Civil Process 2019009817 Officer CIVPROC 02/06/19 10:03 Civil Process 2019010068 CIVPROCppfficer ZUERCHER Page 6 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/07/19 15:36 Civil Process 2019010398 CIVPR02pfficer 02/11/19 09:09 Civil Process 2019011311 CIVPROCfficer 02/11/19 17:26 Civil Process 2019011444 Officer CIVPROC 02/11/19 17:41 Civil Process 2019011448 CIVPROQpfficer 02/12/19 11:21 Civil Process 2019011628 CIVPROCfficer 02/12/19 12:23 Civil Process 2019011636 Officer CIVPROC 02/12/19 17:15 Civil Process 2019011706 CIVPROQpfficer 02/13/19 09:06 Civil Process 2019011868 CIVPROCfficer 02/13/19 10:08 Civil Process 2019011883 Officer CIVPROC 02/13/19 10:27 Civil Process 2019011894 CIVPROQpfficer 02/13/19 15:24 Civil Process 2019011968 CIVPROCfficer 02/13/19 15:34 Civil Process 2019011972 Officer CIVPROC 02/14/19 09:53 Civil Process 2019012171 CIVPROQpfficer 02/14/19 10:03 Civil Process 2019012174 CIVPROCfficer 02/14/19 15:25 Civil Process 2019012256 Officer CIVPROC 02/14/19 15:45 Civil Process 2019012263 CIVPROQpfficer 02/14/19 15:56 Civil Process 2019012268 CIVPROCfficer 02/14/19 16:57 Civil Process 2019012277 Officer CIVPROC 02/14/19 17:18 Civil Process 2019012281 CIVPROQpfficer 02/19/19 16:06 Civil Process 2019013594 CIVPROCfficer 02/20/19 08:22 Civil Process 2019013782 Officer CIVPROC 02/20/19 08:47 Civil Process 2019013790 CIVPROCppfficer 02/20/19 11:14 Civil Process 2019013831 Officer CIVPRO 02/20/19 11:31 Civil Process 2019013839 Officer CIVPROC 02/20/19 11:42 Civil Process 2019013841 CIVPR02pfficer 02/21/19 14:42 Civil Process 2019014148 CIVPROCfficer 02/26/19 09:12 Civil Process 2019015432 Officer CIVPROC 02/26/19 09:48 Civil Process 2019015437 CIVPROCppfficer 02/26/19 14:07 Civil Process 2019015487 Officer CIVPRO 02/27/19 15:12 Civil Process 2019015733 Officer CIVPROC 02/28/19 10:16 Civil Process 2019015926 CIVPR02pfficer 02/28/19 10:54 Civil Process 2019015934 CIVPROCfficer 02/28/19 11:31 Civil Process 2019015939 Officer CIVPROC ZUERCHER Page 7 of 34 Incident Start Date/Time Initial Call CFS # 02/28/19 11:45 Civil Process 2019015947 02/28/19 14:43 Civil Process 2019015994 02/28/19 15:08 Civil Process 2019016002 Commercial Fire Alarm Total: 2 02/22/19 12:13 Commercial Fire Alarm 2019014393 02/23/19 13:57 Commercial Fire Alarm 2019014713 Commercial General Alarm Total: 18 02/02/19 01:22 Commercial General 2019008892 02/06/19 00:29 Commercial General 2019009993 02/07/19 14:45 Commercial General 2019010384 02/10/19 07:09 Commercial General 2019011087 02/13/19 06:24 Commercial General 2019011833 02/15/19 19:15 Commercial General 2019012584 02/16/19 16:19 Commercial General 2019012819 02/17/19 04:10 Commercial General 2019012960 02/19/19 19:29 Commercial General 2019013656 02/21/19 02:42 Commercial General 2019014019 02/22/19 18:18 Commercial General 2019014483 02/23/19 00:34 Commercial General 2019014564 02/24/19 11:17 Commercial General 2019014938 02/24/19 13:57 Commercial General 2019014963 02/25/19 05:12 Commercial General 2019015115 02/25/19 22:21 Commercial General 2019015356 02/27/19 18:45 Commercial General 2019015791 02/28/19 21:23 Commercial General 2019016109 Final Incident Case Number Codes How Reported CIVPROCfficer CIVPROC Officer CIVPROC ALARM Phone Commercial Fire Alarm WP19005648 Phone ALARM Commercial General Alarm WP19003356 Phone ALARM Commercial General Alarm WP19003798 Phone ALARM Commercial General Alarm WP19003980 Phone ALARM Commercial General Alarm WP19004256 Phone ALARM Commercial General Alarm WP19004530 Phone ALARM Commercial General Alarm WP19004814 Phone ALARM Commercial General Alarm WP19004916 Phone ALARM Commercial General Alarm WP19004976 Phone ALARM Commercial General Alarm WP19005238 Phone ALARM Commercial General Alarm WP19005370 Phone ALARM Commercial General Alarm WP19005550 Phone ALARM Commercial General Alarm WP19005585 Phone ALARM Commercial General Alarm WP19005745 Phone ALARM Commercial General Alarm WP19005753 Phone ALARM Commercial General Alarm WP19005817 Phone ALARM Commercial General Alarm WP19005930 Phone ALARM Commercial General Alarm WP19006130 Phone ALARM Commercial General Alarm WP19006249 Phone ALARM Commercial Medical Alarm Total: 1 02/22/19 00:56 Commercial Medical 2019014298 Commercial Medical Alarm WP19005470 Phone ALARM Court Order Violation Total: 1 02/18/19 09:29 Court Order Violation 2019013208 Court Order Violation WP19005064 Phone COV Criminal Damage to Property Total: 1 02/09/19 20:39 Criminal Damage to 2019010995 Criminal Damage to Property WP19004224 CDP Phone ZUERCHER Page 8 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported Disabled Vehicle Total: 4 02/06/19 21:28 Disabled Vehicle 2019010222 02/24/19 21:10 Disabled Vehicle 2019015062 02/27/19 14:25 Disabled Vehicle 2019015725 02/28/19 17:57 Disabled Vehicle 2019016060 Disorderly Total: 7 02/03/1911:17 Disorderly 2019009281 02/04/19 07:50 Disorderly 2019009532 02/05/1919:04 Disorderly 2019009942 02/10/1911:25 Disorderly 2019011120 02/14/19 09:37 Disorderly 2019012168 02/20/19 08:50 Disorderly 2019013793 02/21/1914:41 Disorderly 2019014147 Divert Hospital Total: 5 02/03/19 11:36 Divert Hospital 2019009286 02/03/19 20:44 Divert Hospital 2019009414 02/09/19 21:55 Divert Hospital 2019011017 02/12/19 20:22 Divert Hospital 2019011757 02/19/19 17:15 Divert Hospital 2019013613 Domestic Disturbance Total: 10 02/03/19 21:15 Domestic Disturbance 2019009423 02/05/19 15:01 Domestic Disturbance 2019009886 02/09/19 18:15 Domestic Disturbance 2019010956 02/15/19 11:08 Domestic Disturbance 2019012446 02/15/19 23:25 Domestic Disturbance 2019012641 02/19/19 23:24 Domestic Disturbance 2019013717 02/20/19 16:35 Domestic Disturbance 2019013908 02/21/19 08:09 Domestic Disturbance 2019014050 02/22/19 03:19 Domestic Disturbance 2019014316 02/24/19 10:46 Domestic Disturbance 2019014928 Drug Court Home Visit Total: 2 02/16/19 14:55 Drug Court Home Visit 2019012798 Disabled Vehicle Disabled Vehicle Disabled Vehicle Medical - Psychiatric - Disorderly Medical - Bleeding - Disorderly Disorderly Disorderly Assault Domestic Disturbance Juvenile - Complaint Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance DISABLVEHne WP19005793 DISABLVEHne WP19006101 Phone DISABL WP19006231 Phone DISABL WP19003500 Phone DISORD WP19003600 911 DISORD WP19003781 911 DISORD WP19004272 Phone DISORD WSR0190046 DISORD WSR019005279 DISORD WSR0190054 DISORD11 DIVERTPhone DIVERTPhone DIVERTPhone DIVERTPhone DIVERTPhone WP19003556 ne DOMESTIC WP19003753 ne DOMESTIC WP19004209 DOMESTIC WP19004764 ne DOMESTIC WP19004830 ne DOMESTIC WP19005256 DOMES91 TIC WP19005323 ne DOMESTPIC WP19005383 DOMESTIC WP19005482 DOMES91 TIC WP19005740 DOMESTIC D DCHV ZUERCHER Page 9 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/17/19 15:55 Drug Court Home Visit 2019013059 DCHV Drugs Total: 9 02/01/19 13:10 Drugs 2019008672 Drugs WSR0190032 DRUGS 02/03/19 15:40 Drugs 2019009340 Drugs WP19003526 Phone DRUGS 02/04/1914:34 Drugs 2019009619 Drugs WP19003636 Phone DRUGS 02/04/1915:13 Drugs 2019009628 Drugs WP19003641 Phone DRUGS 02/11/19 20:37 Drugs 2019011492 Drugs WP19004394 Phone DRUGS 02/13/19 07:56 Drugs 2019011857 Drugs WP19004536 Phone DRUGS 02/14/1904:55 Drugs 2019012120 Drugs WP19004635 911 DRUGS 02/25/19 14:31 Drugs 2019015227 Drugs WP19005882 Phone DRUGS 02/28/1911:33 Drugs 2019015940 Drugs WP19006182 Phone DRUGS Extra Patrol Total: 1 02/11/19 13:02 Extra Patrol 2019011371 Phone XP Fight Total: 1 02/23/1919:25 Fight 2019014808 Fight WP19005685 911 FIGHT Fire - Burn Permit Total: 1 02/05/19 07:22 Fire - Burn Permit 2019009791 Phone FBURN Fire - Gas Leak Total: 1 02/01/19 13:44 Fire - Gas Leak 2019008683 Fire - Gas Leak WP19003290 Phone FGASLEAK Fire - Hazardous Materials Total: 1 02/19/19 05:40 Fire - Hazardous 2019013463 Phone FHAZMAT Fire - Other Total: 1 02/05/19 07:24 Fire - Other 2019009792 Fire - Other WP19003706 Phone F Fire - Structure Total: 1 02/16/19 16:25 Fire - Structure 2019012822 Fire - Vehicle WP19004919 911 FSTRUCTURE Fireworks Total: 1 02/05/19 21:04 Fireworks 2019009968 Fireworks WP19003790 FIREWORKS Found Body Total: 2 02/11/19 15:39 Found Body 2019011422 Death Investigation - Natural WP19004380 Phone FNDBODY 02/23/19 18:26 Found Body 2019014792 Death Investigation - Natural WP19005675 FNDBODhone Fraud - Checks - Cards Total: 10 zU=RCHER Page 10 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/04/19 09:57 Fraud - Checks - Cards 2019009559 Fraud - Checks - Cards WP19003612 Phone HARASS 02/14/19 21:45 Harassment 2019012340 Harassment FRAUDCH 02/06/19 13:13 Fraud - Checks - Cards 2019010119 Fraud - Checks - Cards WP19003859 one FRAUDCH 02/12/19 15:38 Fraud - Checks - Cards 2019011682 Fraud - Checks - Cards WP19004465 Phone Phone FRAUDCH 02/13/19 09:29 Fraud - Checks - Cards 2019011875 Fraud - Checks - Cards WP19004547 Phone Phone FRAUDCH 02/15/19 13:34 Fraud - Checks - Cards 2019012485 Fraud - Checks - Cards WP19004780 one FRAUDCH 02/19/19 14:10 Fraud - Checks - Cards 2019013559 Fraud - Checks - Cards WP19005217 Phone HARASS 02/26/1913:33 Harassment 2019015480 Harassment FRAUDCH 02/20/19 11:04 Fraud - Checks - Cards 2019013824 Fraud - Checks - Cards WP19005297 911 HARASS Info Total: 5 FRAUDCH 02/22/19 09:44 Fraud - Checks - Cards 2019014360 Fraud - Checks - Cards WP19005502 one FRAUDCH 02/22/19 17:19 Fraud - Checks - Cards 2019014460 Phone Call WP19005543 Other INFO 02/07/19 01:23 Info 2019010250 FRAUDCH 02/26/19 14:00 Fraud - Checks - Cards 2019015485 Fraud - Checks - Cards WP19005999 Phone INFO 02/11/19 23:40 Info 2019011521 FRAUDCH Fraud - Forgery Total: 3 02/18/19 18:08 Fraud - Forgery 2019013338 Counterfeit Currency WP19005114 FRAUD -Ph -o e 02/19/19 12:05 Fraud - Forgery 2019013535 Fraud - Forgery WP19005181 FRAUDFOonr11e RG 02/20/19 12:12 Fraud - Forgery 2019013848 Fraud - Forgery WP19005306 FRAUDFOgnS h Fraud - Internet Total: 2 02/01/1914:34 Fraud -Internet 2019008696 Fraud -Internet WP19003298 Phone FRAUDINT 02/10/19 12:16 Fraud - Internet 2019011132 Fraud - Internet WP19004277 Phone FRAUDINT Funeral Escort Total: 1 02/14/19 09:24 Funeral Escort 2019012163 Phone FUNERAL Harassment Total: 6 02/07/1913:39 Harassment 2019010366 Harassment WP19003975 Phone HARASS 02/14/19 21:45 Harassment 2019012340 Harassment WP19004716 Phone HARASS 02/19/19 21:29 Harassment 2019013684 Harassment WP19005248 Phone HARASS 02/20/1916:59 Harassment 2019013915 Harassment WP19005328 Phone HARASS 02/24/1912:07 Harassment 2019014946 Harassment WP19005748 Phone HARASS 02/26/1913:33 Harassment 2019015480 Harassment WP19005995 Phone HARASS Info Total: 5 02/03/1912:40 Info 2019009297 Info WP19003506 Phone INFO 02/07/19 01:23 Info 2019010250 Phone INFO 02/11/19 23:40 Info 2019011521 Phone INFO 02/13/19 07:24 Info 2019011848 911 INFO 02/27/19 17:30 Info 2019015773 Phone INFO ZU=RCHER Page 11 of 34 Incident Start Date/Time Initial Call Intoxicated Person Total: 5 02/06/19 21:59 Intoxicated Person 02/07/19 16:37 Intoxicated Person 02/12/19 17:26 Intoxicated Person 02/27/19 16:20 Intoxicated Person 02/28/19 18:46 Intoxicated Person Juvenile - Complaint Total: 4 02/07/19 14:40 Juvenile - Complaint 02/15/19 10:41 Juvenile - Complaint 02/24/19 16:29 Juvenile - Complaint 02/28/19 07:56 Juvenile - Complaint Juvenile - Runaway Total: 1 02/25/19 10:00 Juvenile - Runaway Lock Out - Lock In Total: 1 02/01/19 23:49 Lock Out - Lock In Lost - Found Property Total: 1 02/02/19 14:21 Lost - Found Property CFS # Final Incident Case Number Codes How Reported 2019010226 Intoxicated Person WP19003900 Phone Medical - Breathing 2019010980 02/09/19 20:12 INTOXPEEpR 2019010424 Intoxicated Person WP19003988 INTOXPERone 2019011712 Traffic - Complaint WP19004480 91 INTOXPER 2019015748 DUI WP19006110 ne Phone ER 2019016070 Intoxicated Person WP19006234 INTOXPERone 2019010381 JUVCOMhone 2019012437 Warrant - Arrest WP19004760 JUVCOM11 2019014991 Juvenile - Complaint WP19005766 JUVCOMhone 2019015899 Juvenile - Complaint WSR01900616 UVCOMP 2019015165 Juvenile - Runaway ►Z1y110*I1111.1-YAl 2019009027 Lost - Found Property Medical - Abdominal Pain Total: 1 02/04/19 06:42 Medical - Abdominal 2019009524 WP19005844 JUVRUNhone LOCK Phone WP19003408 LOSTPROP 911 MABDOMINAL Medical - Allergies - Stings Total: 2 1I 02/06/19 08:20 Medical - Allergies - 2019010054 Medical - Allergies - Stings WSRO1900382M9ALLERGIES 02/25/19 23:39 Medical - Allergies - 2019015365 Medical - Allergies - Stings WP19005933 MALLER911 GIES Medical - Bleeding - Lacerations Total: 1 02/04/19 12:30 Medical - Bleeding - 2019009590 Medical - Bleeding - WP19003628 Phone MBLEE Medical - Breathing Problems Total: 11 02/01/19 12:05 Medical - Breathing 2019008657 02/09/19 15:39 Medical - Breathing 2019010920 02/09/19 19:35 Medical - Breathing 2019010980 02/09/19 20:12 Medical - Breathing 2019010989 02/10/19 17:23 Medical - Breathing 2019011191 02/15/19 04:14 Medical - Breathing 2019012388 MBREATHING Medical - Breathing Problems WP1900419411 MBREA HING MBREATHING Medical - Breathing Problems WP1900422011 MBREA HING Medical - Breathing Problems WP1900430111 MBREA HING Medical - Breathing Problems WP19004737 911 MBREATHING ZU=RCHER Page 12 of 34 Incident Start Date/Time Initial Call CFS # 02/20/19 11:52 Medical - Breathing 2019013842 02/20/19 17:10 Medical - Breathing 2019013922 02/20/19 23:19 Medical - Breathing 2019013982 02/22/19 13:28 Medical - Breathing 2019014409 02/26/19 17:28 Medical - Breathing 2019015526 Final Incident Case Number Codes How Reported Medical - Breathing Problems WP19005303 11 MBREA HING MBREATHING Medical - Breathing Problems WP19005352 911 MBREATHING Medical - Breathing Problems WP19005528 11 MBREA HING Medical - Breathing Problems WP19006018 911 MBREATHING Medical - Carbon Monoxide Inhalation Total: 1 02/04/19 22:03 Medical - Carbon 2019009730 Medical -Carbon Monoxide WP19003677 911 MCARBMONOX Medical - Chest Pain Total: 7 02/02/19 18:18 Medical - Chest Pain 2019009089 02/05/19 10:36 Medical - Chest Pain 2019009848 02/14/19 13:06 Medical - Chest Pain 2019012219 02/17/19 19:10 Medical - Chest Pain 2019013104 02/18/19 15:16 Medical - Chest Pain 2019013275 02/25/19 08:45 Medical - Chest Pain 2019015154 02/26/19 00:31 Medical - Chest Pain 2019015369 Medical - Fall Under 6 Feet Total: 11 02/02/19 08:09 Medical - Fall Under 6 2019008939 02/02/19 15:31 Medical - Fall Under 6 2019009049 02/04/19 13:38 Medical - Fall Under 6 2019009605 02/07/19 10:49 Medical - Fall Under 6 2019010330 02/09/19 18:34 Medical - Fall Under 6 2019010960 02/12/19 16:56 Medical - Fall Under 6 2019011702 02/13/19 16:52 Medical - Fall Under 6 2019011994 02/19/19 19:13 Medical - Fall Under 6 2019013650 02/20/19 16:38 Medical - Fall Under 6 2019013910 02/23/19 18:37 Medical - Fall Under 6 2019014797 02/26/19 07:31 Medical - Fall Under 6 2019015411 Medical - Heart Problems Total: 3 Medical - Chest Pain WP19003431 911 MCHESTP Medical - Chest Pain WSRO19003733 Phone MCHESTP Medical - Chest Pain WP19004673 Phone MCHESTP Medical - Chest Pain WP19005035 911 MCHESTP Medical - Chest Pain WP19005091 MCHESTPI Medical - Chest Pain WP19005838 911 MCHESTP Medical - Chest Pain WP19005935 911 MCHESTP Medical - Fall Under 6 Feet WP19003377 911 WALL Medical - Fall Under 6 Feet WP19003413 Phone WALL Medical - Fall Under 6 Feet WP19003631 Phone WALL Medical - Fall Under 6 Feet WP19003959 911 WALL Medical - Fall Under 6 Feet WP19004213 911 WALL Medical - Fall Under 6 Feet WP19004476 911 WALL Medical - Fall Under 6 Feet WP19004587 911 WALL Medical - Fall Under 6 Feet WP19005235 911 WALL WALLPhone Medical - Fall Under 6 Feet WP19005677 911 WALL Citizen Aid WP19005957 Phone WALL 02/05/19 09:29 Medical - Heart 2019009823 Medical - Heart Problems WP19003718 Phone MHEART 02/21/19 05:16 Medical - Heart 2019014021 Medical - Heart Problems WP19005372 911 MHEARTg 02/28/19 14:24 Medical - Heart 2019015983 Medical - Heart Problems WP19006202 MHEAR911 Medical - Non Emergency Transport; Medical - Psychiatric - Behavioral Total: 1 ZU=RCHER Page 13 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/19/19 08:48 Medical - Non 2019013489 Medical - Non Emergency WP19005162 Phone MTRANSPORT; Medical - Overdose - Poisoning Total: 1 g 02/07/19 20:31 Medical - Overdose - 2019010473 Medical - Overdose - PoisoninyVP19004000 MOVERDOSE Medical - Psychiatric - Behavioral Total: 5 02/03/19 13:08 Medical - Psychiatric - 2019009305 Medical - Psychiatric - WP19003508 911 MSTROKE 02/03/19 10:36 Medical - Stroke 2019009268 MPSYCHhone 02/15/19 16:42 Medical - Psychiatric - 2019012529 Suicidal - Attempt - Threat WP19004799 911 2019013014 Medical - Stroke WP19004998 911 911 MPSYC 02/20/19 10:48 Medical - Psychiatric - 2019013816 Medical - Psychiatric - WP19005294 911 2019011171 Medical - Sick WP19004292 911 MPSYC 02/20/19 21:21 Medical - Psychiatric - 2019013967 Medical - Psychiatric - WP19005344 911 02/11/19 20:31 Medical - Sick 2019011490 Medical - Sick WP19004393 MPSYC 02/28/19 12:06 Medical - Psychiatric - 2019015952 Medical - Psychiatric - WP19006186 911 MSICK 02/13/19 11:01 Medical - Sick 2019011903 MPSYC Medical - Seizure Total: 1 g 02/12/19 15:35 Medical - Seizure 2019011681 Medical - Seizure WP19004463 MSEIZURE Medical - Sick Total: 11 02/02/19 09:09 Medical - Sick 2019008956 Medical - Sick WP19003385 911 MSTROKE 02/03/19 10:36 Medical - Stroke 2019009268 911 MSICK 02/03/19 14:18 Medical - Sick 2019009322 Medical - Stroke 2019013014 Medical - Stroke WP19004998 911 911 MSTROKE 02/26/19 16:41 Medical - Stroke MSICK WP19006017 911 02/10/19 15:31 Medical - Sick 2019011171 Medical - Sick WP19004292 911 MSICK 02/11/19 20:31 Medical - Sick 2019011490 Medical - Sick WP19004393 911 MSICK 02/13/19 11:01 Medical - Sick 2019011903 Medical - Sick WP19004555 911 MSICK 02/16/19 04:17 Medical - Sick 2019012693 Medical - Sick WP19004862 911 MSICK 02/16/19 16:56 Medical - Sick 2019012827 Medical - Sick WP19004924 911 MSICK 02/20/19 09:22 Medical - Sick 2019013799 Medical - Sick WP19005286 911 MSICK 02/20/19 11:05 Medical - Sick 2019013826 911 MSICK 02/23/19 10:28 Medical - Sick 2019014657 Medical - Sick WP19005627 911 MSICK 02/25/19 10:09 Medical - Sick 2019015169 Medical - Sick WP19005848 911 MSICK Medical - Stroke Total: 4 02/02/19 21:00 Medical - Stroke 2019009129 Medical - Stroke WP19003454 911 MSTROKE 02/03/19 10:36 Medical - Stroke 2019009268 911 MSTROKE 02/17/19 12:37 Medical - Stroke 2019013014 Medical - Stroke WP19004998 911 MSTROKE 02/26/19 16:41 Medical - Stroke 2019015522 Medical - Stroke WP19006017 911 MSTROKE Medical - Trauma Total: 2 02/20/19 09:32 Medical - Trauma 2019013802 911 MTRAUMA 02/25/19 15:02 Medical - Trauma 2019015241 Medical - Trauma WP19005890 911 MTRAUMA ZUERCHER Page 14 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported Medical - Unconscious - Fainting Total: 2 02/07/19 19:01 Medical - Unconscious - 2019010453 Medical - Unconscious - WP19003996 911 MUNCOggNSCIOUS 02/07/19 21:31 Medical - Unconscious - 2019010480 Medical - Unconscious - WP19004004 MUNCONSCIOUS Medical - Unknown Total: 3 02/04/19 01:03 Medical - Unknown 2019009481 Medical - Unknown WP19003579 MUNKNOWN 02/09/19 21:24 Medical - Unknown 2019011008 Medical - Unknown WP19004228 911 MUNKNOWN 02/15/19 19:05 Medical - Unknown 2019012579 Medical - Unknown WP19004813 �11 MUNKN WN Motorist Aid Total: 2 02/20/19 02:28 Motorist Aid 2019013757 MOTORAIDone 02/27/19 21:10 Motorist Aid 2019015828 Officer MOTORAI D MVA - Car Deer Total: 1 02/08/19 04:18 MVA - Car Deer 2019010532 MVA - Car Deer WP19004029 911 MVACD MVA - Hit & Run Total: 3 02/09/19 20:15 MVA - Hit & Run 2019010990 MVA - Hit & Run WP19004221 911 MVAHR 02/16/19 20:39 MVA - Hit & Run 2019012876 MVA - Hit & Run WP19004937 911 MVAHR 02/28/19 04:41 MVA - Hit & Run 2019015872 MVA - Hit & Run WP19006151 911 MVAHR MVA - Injuries Total: 4 02/03/1919:32 MVA -Injuries 2019009389 MVA -Injuries WP19003541 911 MVAINJ 02/06/1912:17 MVA -Injuries 2019010101 MVA -Injuries WP19003847 911 MVAINJ 02/15/19 08:05 MVA - Injuries 2019012412 Agency Assist WP19004747 911 MVAINJ 02/27/19 05:37 MVA - Injuries 2019015640 MVA - No Injuries WP19006061 911 MVAINJ MVA - Injuries; Agency Assist Total: 1 02/07/19 08:28 MVA - Injuries; Agency 2019010289 Agency Assist WP19003932 911 MVAINJ; AGASSIST MVA - No Injuries Total: 34 02/01/19 17:17 MVA - No Injuries 2019008744 MVA - No Injuries WP19003314 911 MVA 02/01/19 17:28 MVA - No Injuries 2019008751 MVA - No Injuries WP19003319 911 MVA 02/03/19 20:15 MVA - No Injuries 2019009407 MVA - No Injuries WP19003548 MVA 02/03/19 20:31 MVA - No Injuries 2019009411 MVA - No Injuries WP19003551 Officer MVA 02/03/19 23:39 MVA - No Injuries 2019009460 MVA - No Injuries WP19003569 MVA 02/04/19 00:15 MVA - No Injuries 2019009467 Vehicle Off Road WP19003573 MVA 02/05/19 09:56 MVA - No Injuries 2019009832 MVA - No Injuries WP19003725 MVA 02/07/19 14:17 MVA - No Injuries 2019010375 MVA - No Injuries WP19003979 MVA ZUERCHER Page 15 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/08/19 14:54 MVA - No Injuries 2019010659 MVA - No Injuries WP19004087 NOISE 02/06/19 02:43 Noise 2019010011 Noise WP19003809 911 MVA 02/09/19 08:20 MVA - No Injuries 2019010823 MVA - No Injuries WP19004146 Noise 2019011643 Noise WP19004447 MVA 02/09/19 11:32 MVA - No Injuries 2019010863 MVA - No Injuries WP19004161 Noise 911 MVA NOISE 02/09/19 15:13 MVA - No Injuries 2019010912 MVA - No Injuries WP19004186 NOISE MVA 02/09/19 16:10 MVA - No Injuries 2019010927 MVA - Hit & Run WP19004197 MVA 02/10/19 13:32 MVA - No Injuries 2019011151 MVA - No Injuries WP19004285 MVA 02/10/19 17:53 MVA - No Injuries 2019011195 MVA - No Injuries WP19004303 Phone MVA 02/11/19 13:35 MVA - No Injuries 2019011381 MVA - No Injuries WP19004365 MVA 02/12/19 11:12 MVA - No Injuries 2019011626 MVA - No Injuries WP19004440 MVA 02/19/19 07:20 MVA - No Injuries 2019013476 MVA - No Injuries WSRO190051 MVA 02/20/19 18:26 MVA - No Injuries 2019013938 MVA - No Injuries WP19005334 MVA 02/21/19 14:32 MVA - No Injuries 2019014142 MVA - No Injuries WP19005423 MVA 02/21/19 16:52 MVA - No Injuries 2019014180 MVA - No Injuries WP19005439 MVA 02/23/19 12:41 MVA - No Injuries 2019014686 MVA - No Injuries WP19005635 MVA 02/23/19 13:20 MVA - No Injuries 2019014700 MVA - No Injuries WP19005642 MVA 02/23/19 15:42 MVA - No Injuries 2019014750 MVA - Hit & Run WP19005662 MVA 02/24/19 17:36 MVA - No Injuries 2019015010 MVA - No Injuries WP19005772 911 MVA 02/25/19 14:16 MVA - No Injuries 2019015225 MVA - No Injuries WP19005880 MVA 02/25/19 16:21 MVA - No Injuries 2019015266 MVA - No Injuries WP19005897 MVA 02/26/19 14:38 MVA - No Injuries 2019015493 MVA - No Injuries WP19006003 MVA 02/26/19 18:45 MVA - No Injuries 2019015547 MVA - No Injuries WP19006025 MVA 02/26/19 21:29 MVA - No Injuries 2019015589 MVA - No Injuries WP19006037 MVA 02/27/19 07:13 MVA - No Injuries 2019015651 MVA - No Injuries WP19006065 MVA 02/27/19 18:25 MVA - No Injuries 2019015786 MVA - No Injuries WP19006127 MVA 02/27/19 22:47 MVA - No Injuries 2019015840 MVA - No Injuries WP19006140 911 MVA 02/28/19 19:44 MVA - No Injuries 2019016086 MVA Noise Total: 8 02/05/19 02:47 Noise 2019009764 Noise WP19003693 911 NOISE 02/06/19 02:43 Noise 2019010011 Noise WP19003809 911 NOISE 02/12/1912:51 Noise 2019011643 Noise WP19004447 NOISE 02/12/19 23:16 Noise 2019011781 Noise WP19004499 NOISE 02/16/19 21:32 Noise 2019012883 Noise WP19004939 NOISE ZUERCHER Page 16 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/17/1918:33 Noise 2019013092 Noise WP19005031 NOISE 02/18/1916:41 Noise 2019013318 Noise WP19005104 NOISE 02/25/19 23:37 Noise 2019015364 Noise WP19005934 NOISE Ordinance Violation Total: 2 02/18/19 11:31 Ordinance Violation 2019013235 Ordinance Violation WP19005075 ORDINANCE 02/19/19 14:53 Ordinance Violation 2019013573 Ordinance Violation WP19005204 ORDINANCE Parking Total: 10 02/01/1915:46 Parking 2019008720 Parking WP19003305 PARKING 02/01/19 22:55 Parking 2019008855 Parking WP19003347 PARKING 02/02/19 04:33 Parking 2019008917 Parking WP19003366 PARKING 02/04/1915:10 Parking 2019009627 Parking WP19003638 PARKING 02/11/1910:39 Parking 2019011339 Parking WP19004352 PARKING 02/12/1913:30 Parking 2019011654 Parking WP19004451 PARKING 02/14/1914:37 Parking 2019012241 Parking WP19004683 PARKING 02/15/19 07:51 Parking 2019012410 Parking WP19004744 PARKING 02/20/1911:29 Parking 2019013838 Parking WP19005302 PARKING 02/21/1910:45 Parking 2019014089 Parking WP19005400 PARKING Phone Call Total: 2 02/16/19 20:28 Phone Call 2019012871 Other PH 02/20/19 17:07 Phone Call 2019013921 Other PH Probation Check Total: 9 02/04/19 19:55 Probation Check 2019009701 Officer PROB 02/04/19 20:09 Probation Check 2019009703 Officer PROB 02/13/19 10:06 Probation Check 2019011882 Officer PROB 02/13/19 10:20 Probation Check 2019011889 Officer PROB 02/13/19 10:27 Probation Check 2019011893 Officer PROB 02/13/19 10:47 Probation Check 2019011898 Officer PROB 02/13/19 10:58 Probation Check 2019011902 Officer PROB 02/21/19 19:16 Probation Check 2019014225 Officer PROB 02/26/19 19:18 Probation Check 2019015556 Officer PROB Prowler Total: 1 g 02/02/19 05:32 Prowler 2019008923 Prowler WP19003372 PROWLER ZU=RCHER Page 17 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Public Works - Utilities Total: 3 2019010352 02/18/19 10:29 Public Works - Utilities 2019013222 02/28/19 21:07 Public Works - Utilities 2019016103 02/28/19 21:40 Public Works - Utilities 2019016115 Repossession Total: 1 02/20/19 07:33 Repossession 2019013776 Residential Fire Alarm Total: 1 02/28/19 18:44 Residential Fire Alarm 2019016068 Residential Fire Alarm Case Number Codes How Reported PWUTILOther 911 PWUTIL PWUTILPhone REPO WP19006233 ALARM Phone Residential General Alarm Total: 1 02/25/19 07:36 Residential General 2019015139 Residential General Alarm WP19005830 Phone ALARM Residential General Alarm; Dispatch - CAD Total: 1 hh 02/13/19 03:16 Residential General 2019011820 Residential General Alarm WP19004523 ALARM: DI�CAD Residential Medical Alarm Total: 4 02/08/19 19:10 Residential Medical 2019010718 Residential Medical Alarm WP19004102 Phone 2019010352 02/08/19 18:58 SIA Area Watch ALARM 02/13/19 00:43 02/19/19 05:56 Residential Medical 2019013465 SIA Area Watch Phone 02/23/19 05:34 SIA Area Watch 2019014612 ALARM 02/23/19 05:53 Residential Medical 2019014615 Residential Medical Alarm WP19005618 Phone ALARM 02/24/19 07:35 Residential Medical 2019014912 Residential Medical Alarm WP19005734 Phone ALARM SIA Area Watch Total: 6 02/07/19 10:52 SIA Area Watch 2019010331 02/07/19 12:19 SIA Area Watch 2019010352 02/08/19 18:58 SIA Area Watch 2019010716 02/13/19 00:43 SIA Area Watch 2019011789 02/21/1912:03 SIA Area Watch 2019014108 02/23/19 05:34 SIA Area Watch 2019014612 SIA Business Walk Through Total: 6 02/02/19 07:50 SIA Business Walk 2019008937 02/04/19 11:51 SIA Business Walk 2019009583 02/13/19 13:11 SIA Business Walk 2019011933 02/18/19 16:28 SIA Business Walk 2019013314 02/20/19 21:16 SIA Business Walk 2019013966 02/28/19 06:38 SIA Business Walk 2019015881 SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA Officer ZUERCHER Page 18 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported SIA Community Presentation Total: 1 02/09/19 10:35 SIA Community 2019010849 SIA SIA Door Check Total: 2 02/01/19 20:52 SIA Door Check 2019008827 SIA 02/06/19 02:18 SIA Door Check 2019010006 SIA SIA Foot Patrol Total: 8 02/01/19 00:17 SIA Foot Patrol 2019008542 SIA 02/01/19 18:53 SIA Foot Patrol 2019008789 Officer SIA 02/05/19 02:17 SIA Foot Patrol 2019009755 SIA 02/07/19 00:23 SIA Foot Patrol 2019010243 Suspicious - Person - Vehicle WP19003909 SIA 02/07/19 02:31 SIA Foot Patrol 2019010258 SIA 02/14/19 02:36 SIA Foot Patrol 2019012114 SIA 02/16/19 06:30 SIA Foot Patrol 2019012701 SIA 02/22/19 02:32 SIA Foot Patrol 2019014311 SIA SIA House Check Total: 1 02/25/19 08:03 SIA House Check 2019015144 SIA SIA Other Total: 2 02/03/1911:17 SIA Other 2019009280 SIA 02/26/19 02:46 SIA Other 2019015385 SIA SIA Parks Total: 23 02/02/19 07:42 SIA Parks 2019008934 SIA 02/02/19 07:58 SIA Parks 2019008938 SIA 02/02/1910:56 SIA Parks 2019008976 SIA 02/03/1913:02 SIA Parks 2019009303 SIA 02/04/1919:24 SIA Parks 2019009691 SIA 02/05/19 23:53 SIA Parks 2019009986 SIA 02/06/19 15:25 SIA Parks 2019010144 SIA 02/06/19 20:53 SIA Parks 2019010216 SIA 02/07/19 07:00 SIA Parks 2019010274 SIA 02/07/19 11:18 SIA Parks 2019010338 SIA 02/07/19 13:54 SIA Parks 2019010370 SIA 02/09/19 07:20 SIA Parks 2019010814 SIA ZUERCHER Page 19 of 34 Incident Start Date/Time Initial Call CFS # 02/09/19 15:59 SIA Parks 2019010922 02/10/19 07:03 SIA Parks 2019011085 02/10/19 13:16 SIA Parks 2019011146 02/12/19 21:10 SIA Parks 2019011763 02/13/19 11:38 SIA Parks 2019011918 02/16/19 07:04 SIA Parks 2019012703 02/18/19 09:25 SIA Parks 2019013207 02/18/19 11:21 SIA Parks 2019013234 02/18/1913:23 SIA Parks 2019013251 02/22/19 21:32 SIA Parks 2019014533 02/27/19 15:44 SIA Parks 2019015740 Sign - Signal Repair Total: 3 WP19004016 02/03/19 14:01 Sign - Signal Repair 2019009317 02/11/19 09:19 Sign - Signal Repair 2019011317 02/25/19 07:07 Sign - Signal Repair 2019015134 Snowbird Total: 59 02/01/19 02:11 Snowbird 02/01/19 02:23 Snowbird 02/01/19 02:30 Snowbird 02/01/19 02:39 Snowbird 02/06/19 02:05 Snowbird 02/06/19 02:11 Snowbird 02/06/19 02:27 Snowbird 02/06/19 02:32 Snowbird 02/06/19 02:39 Snowbird 02/08/19 02:03 Snowbird 02/08/19 02:19 Snowbird 02/08/19 02:22 Snowbird 02/08/19 02:29 Snowbird 02/08/19 02:36 Snowbird 02/08/19 02:45 Snowbird 02/08/19 02:48 Snowbird 2019008560 2019008561 2019008562 2019008567 2019010003 2019010005 2019010008 2019010009 2019010010 2019010508 2019010509 2019010510 2019010512 2019010514 2019010517 2019010522 Final Incident Case Number Codes How Reported SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIGNREP SIGNREPhone SIGNREPhone Snowbird WCSOP190032-45 OWBIRD Snowbird WCSOP19003 SNOWBIRD Snowbird WCSOP19003 SNOWBIRD Snowbird WCSOP190032-49 OWBIRD Snowbird WP19003802 SNOWBIRD Snowbird W P 19003804 SNOWBIRD Snowbird WP19003806 SNOWBIRD Snowbird WP19003807 SNOWBIRD Snowbird W P 19003808 SNOWBIRD Snowbird WP19004015 SNOWBIRD Snowbird WP19004016 SNOWBIRD Snowbird W P 19004017 SNOWBIRD Snowbird WP19004018 SNOWBIRD Snowbird WP19004020 SNOWBIRD Snowbird W P 19004021 SNOWBIRD Snowbird WP19004022 SNOWBIRD ZUERCHER Page 20 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/10/19 02:06 Snowbird 2019011066 Snowbird WP19004246 SNOWBIRD 02/12/19 02:00 Snowbird 2019011538 Snowbird WP19004408 SNOWBIRD 02/12/19 02:15 Snowbird 2019011540 Snowbird WP19004409 SNOWBIRD 02/12/19 02:42 Snowbird 2019011542 Snowbird WP19004410 SNOWBIRD 02/13/19 02:04 Snowbird 2019011802 Snowbird WP19004507 SNOWBIRD 02/14/19 02:01 Snowbird 2019012104 Snowbird WP19004623 SNOWBIRD 02/14/19 02:06 Snowbird 2019012106 Snowbird WP19004625 SNOWBIRD 02/14/19 02:07 Snowbird 2019012107 Snowbird WP19004626 SNOWBIRD 02/14/19 02:09 Snowbird 2019012108 Snowbird WP19004627 SNOWBIRD 02/14/19 02:13 Snowbird 2019012112 Snowbird WP19004628 SNOWBIRD 02/14/19 02:15 Snowbird 2019012113 Snowbird WP19004630 SNOWBIRD 02/14/19 04:17 Snowbird 2019012119 Snowbird WP19004633 SNOWBIRD 02/15/19 02:08 Snowbird 2019012377 Snowbird WP19004727 SNOWBIRD 02/15/19 02:16 Snowbird 2019012378 Snowbird WP19004729 SNOWBIRD 02/15/19 02:27 Snowbird 2019012380 Snowbird WP19004731 SNOWBIRD 02/15/19 02:36 Snowbird 2019012382 Snowbird WP19004733 SNOWBIRD 02/15/19 02:45 Snowbird 2019012384 Snowbird WP19004735 SNOWBIRD 02/16/19 03:16 Snowbird 2019012690 Snowbird WP19004859 SNOWBIRD 02/21/19 02:32 Snowbird 2019014015 Snowbird WP19005367 SNOWBIRD 02/22/19 02:02 Snowbird 2019014305 Snowbird WP19005474 SNOWBIRD 02/22/19 02:11 Snowbird 2019014307 Snowbird WP19005476 SNOWBIRD 02/22/19 02:17 Snowbird 2019014308 Snowbird WP19005477 SNOWBIRD 02/22/19 02:23 Snowbird 2019014309 Snowbird WP19005478 SNOWBIRD 02/22/19 02:27 Snowbird 2019014310 Snowbird WP19005479 SNOWBIRD 02/22/19 03:49 Snowbird 2019014318 Snowbird WP19005483 SNOWBIRD 02/23/19 02:06 Snowbird 2019014579 Snowbird WP19005591 SNOWBIRD 02/23/19 04:12 Snowbird 2019014591 Snowbird WP19005600 SNOWBIRD 02/23/19 04:17 Snowbird 2019014592 Snowbird WP19005601 SNOWBIRD 02/24/19 02:01 Snowbird 2019014877 Snowbird WP19005711 SNOWBIRD 02/24/19 02:08 Snowbird 2019014880 Snowbird WP19005714 SNOWBIRD 02/24/19 02:17 Snowbird 2019014884 Snowbird WP19005718 SNOWBIRD 02/24/19 02:52 Snowbird 2019014890 Snowbird WP19005723 SNOWBIRD 02/25/19 04:11 Snowbird 2019015105 Snowbird WP19005812 SNOWBIRD ZUERCHER Page 21 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/25/1910:39 Snowbird 2019015176 Parking WP19005852 Suspicious - 2019010931 02/09/19 23:59 Suspicious - 2019011043 02/16/19 01:05 SNOWBIRD 02/26/19 02:12 Snowbird 2019015379 Snowbird WP19005938 Suspicious - 2019013262 02/20/19 14:04 Suspicious - 2019013879 02/20/19 21:55 SNOWBIRD 02/26/19 02:14 Snowbird 2019015380 Snowbird WP19005939 Suspicious - 2019014388 02/22/19 12:21 Suspicious - 2019014397 SNOWBIRD 02/26/19 02:16 Snowbird 2019015381 Snowbird WP19005941 SUSPCIRCne Suspicious - Circumstances WP19005313 Phone SNOWBIRD 02/26/19 02:20 Snowbird 2019015382 Snowbird WP19005942 SUSPCIRCone Suspicious - Circumstances WP19005424 SNOWBIRD 02/26/19 02:42 Snowbird 2019015384 Snowbird WP19005944 SUSPCI Check Welfare WP19005518 SNOWBIRD 02/26/19 04:39 Snowbird 2019015392 Snowbird WP19005949 SNOWBIRD 02/27/19 02:04 Snowbird 2019015625 Snowbird WP19006052 SNOWBIRD 02/27/19 02:48 Snowbird 2019015630 Snowbird WP19006056 SNOWBIRD 02/28/19 02:27 Snowbird 2019015868 Snowbird WP19006148 SNOWBIRD Snowmobile Complaint Total: 3 02/09/19 15:33 Snowmobile Complaint 2019010919 Snowmobile Complaint WP19004193 SNOWMOBoCe 02/15/19 13:17 Snowmobile Complaint 2019012477 Snowmobile Complaint WP19004777 SNOWMOe BL 02/28/19 17:55 Snowmobile Complaint 2019016059 Snowmobile Complaint WP19006230 SNOWMOe BL Stolen - Vehicle Total: 1 02/11/19 09:00 Stolen - Vehicle 2019011309 Stolen - Vehicle WP19004340 Phone STOLVEH Surveillance Total: 1 02/10/1919:10 Surveillance 2019011212 Suspicious - Circumstances Total: 21 02/02/19 16:03 Suspicious - 2019009058 02/05/19 13:54 Suspicious - 2019009876 02/08/19 00:03 Suspicious - 2019010498 02/09/19 16:23 Suspicious - 2019010931 02/09/19 23:59 Suspicious - 2019011043 02/16/19 01:05 Suspicious - 2019012662 02/16/19 15:01 Suspicious - 2019012800 02/18/19 14:14 Suspicious - 2019013262 02/20/19 14:04 Suspicious - 2019013879 02/20/19 21:55 Suspicious - 2019013976 02/21/19 14:37 Suspicious - 2019014145 02/22/19 11:49 Suspicious - 2019014388 02/22/19 12:21 Suspicious - 2019014397 SURVEIL Suspicious- Circumstances WP19003420 SUSPCIRCone Suspicious - Circumstances WP19003747 SUSPCIRCne Animal WP19004010 Ph Phone SUSPCIRC Suspicious - Circumstances WP19004200 SUSPCIRCone Domestic Disturbance WP19004239 SUSPCI911 RC Suspicious - Circumstances WP19004837 Phone SUSPCI Suspicious - Circumstances WP19004912 SUSPCIRCone Suspicious - Circumstances WP19005086 SUSPCIRCne Suspicious - Circumstances WP19005313 Phone SUSPCI Suspicious - Circumstances WP19005350 SUSPCIRCone Suspicious - Circumstances WP19005424 SUSPCIRCne Suspicious - Circumstances WP19005514 Phone SUSPCI Check Welfare WP19005518 SUSPCIRCone ZURRICHER Page 22 of 34 Incident Start Date/Time Initial Call CFS # 02/22/19 15:35 Suspicious - Person - Suspicious - 2019014438 02/23/19 14:11 2019009376 Suspicious - 2019014719 02/25/19 10:04 02/04/19 10:04 Suspicious - 2019015167 02/26/19 16:06 Suspicious - Person - Suspicious - 2019015513 02/27/19 04:35 2019012285 Suspicious - 2019015634 02/27/19 16:35 02/16/19 01:36 Suspicious - 2019015751 02/28/19 14:44 Suspicious - Person - Suspicious - 2019015996 02/28/19 16:50 2019012965 Suspicious - 2019016030 Suspicious - Person - Vehicle Total: 11 02/01/19 01:22 Suspicious - Person - 2019008553 02/02/19 08:21 Suspicious - Person - 2019008942 02/03/19 18:32 Suspicious - Person - 2019009376 02/03/19 22:29 Suspicious - Person - 2019009443 02/04/19 10:04 Suspicious - Person - 2019009563 02/06/19 12:45 Suspicious - Person - 2019010106 02/14/19 17:35 Suspicious - Person - 2019012285 02/15/19 21:58 Suspicious - Person - 2019012631 02/16/19 01:36 Suspicious - Person - 2019012671 02/16/19 19:25 Suspicious - Person - 2019012857 02/17/19 06:06 Suspicious - Person - 2019012965 Final Incident Case Number Codes How Reported Suspicious -Circumstances WP19005537 Ph Phone 02/14/1910:23 Theft SUSPCIRC Suspicious -Person -Vehicle WP19005651 he 2019012831 02/22/1912:00 SUSPCIRCon Suspicious - Circumstances WP19005846 Theft 2019014706 02/23/1915:29 SUSPCIRCne Suspicious - Circumstances WP19006012 Theft 2019015548 02/28/1914:19 SUSPCIRCne Suspicious - Circumstances WP19006058 WP19005515 Phone SUSPCI911 RC Suspicious - Circumstances WP19006114 Theft WP19005643 SUSPCI911 RC Suspicious - Circumstances WP19006205 Phone THEFT SUSPCI Suspicious - Circumstances WP19006217 SUSPCIRCone Suspicious - Person - Vehicle WCSOP190032S4USPPV hone Suspicious - Person - Vehicle WP19003379 SUSPPVhone Suspicious - Person - Vehicle WP19003533 SUSPPVhone Suspicious - Person - Vehicle WP19003561 SUSPPVhone Suspicious - Person - Vehicle WP19003608 SUSPPVPhone Suspicious - Person - Vehicle WP19003853 SUSPPV 11 Check Welfare WP19004692 SUSPPVhone Suspicious - Person - Vehicle WP19004826 SUSPPVPhone DUI WP19004841 SUSPPV 11 Suspicious - Person - Vehicle WP19004932 SUSPPVhone Suspicious - Person - Vehicle WP19004979 SUSPPVhone Suspicious - Person - Vehicle; Traffic - Complaint Total: 1 g 02/05/19 19:36 Suspicious - Person - 2019009955 Harassment WP19003784 SUSPPV: T Theft Total: 8 02/01/1917:50 Theft 2019008760 02/14/1910:23 Theft 2019012179 02/16/1917:12 Theft 2019012831 02/22/1912:00 Theft 2019014389 02/23/1913:30 Theft 2019014706 02/23/1915:29 Theft 2019014746 02/26/1918:50 Theft 2019015548 02/28/1914:19 Theft 2019015982 Theft - Gas Drive Off Total: 16 Theft WP19003321 Phone THEFT Suspicious - Circumstances WP19004657 Phone THEFT Theft WP19004925 Phone THEFT Theft WP19005515 Phone THEFT Theft WP19005643 Phone THEFT Theft WP19005665 Phone THEFT Theft WP19006026 Phone THEFT Theft WP19006200 Phone THEFT ZU=RCHER Page 23 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/02/19 16:36 Theft - Gas Drive Off 2019009064 Theft - Gas Drive Off WP19003421 Phone THEFTS%ope 02/03/19 21:58 Theft - Shoplifting 2019009434 Theft - Shoplifting THEFTGAS 02/02/19 17:00 Theft - Gas Drive Off 2019009071 Theft - Gas Drive Off WP19003424 Phone THEFTSHOne 02/06/19 12:57 Theft - Shoplifting 2019010114 Civil Complaint THEFTGAS 02/02/19 17:00 Theft - Gas Drive Off 2019009072 Theft - Gas Drive Off WP19003425 Phone THEFTSHOne 02/08/19 12:18 Theft - Shoplifting 2019010624 Theft - Shoplifting THEFTGAS 02/03/19 15:32 Theft - Gas Drive Off 2019009338 Theft - Gas Drive Off WP19003525 Phone THEFTS%ope 02/12/19 22:14 Theft - Shoplifting 2019011769 Theft - Shoplifting THEFTGAS 02/08/19 05:19 Theft - Gas Drive Off 2019010551 Theft - Gas Drive Off WP19004038 Phone THEFTSHOP1 02/14/19 12:55 Theft - Shoplifting 2019012218 Civil Complaint THEFTGAS 02/08/19 09:31 Theft - Gas Drive Off 2019010584 Theft - Gas Drive Off WP19004054 Phone THEFTSHOne 02/18/19 19:20 Theft - Shoplifting 2019013366 Theft - Shoplifting THEFTGAS 02/08/19 10:37 Theft - Gas Drive Off 2019010603 Civil Complaint WP19004062 ne THEFTS%ope 02/18/19 20:47 Theft - Shoplifting 2019013387 Theft - Shoplifting THEFTGAS 02/10/19 17:14 Theft - Gas Drive Off 2019011190 Theft - Gas Drive Off WP19004299 Phone THEFTSHOPr 02/20/19 21:38 Theft - Shoplifting 2019013970 Theft - Shoplifting THEFTGAS 02/11/19 11:29 Theft - Gas Drive Off 2019011359 Theft - Gas Drive Off WP19004356 Phone THEFTSHOne 02/21/19 15:44 Theft - Shoplifting 2019014167 Theft - Shoplifting THEFTGAS 02/12/19 16:38 Theft - Gas Drive Off 2019011700 Theft - Gas Drive Off WP19004474 Phone THEFTS%ope 02/21/19 17:00 Theft - Shoplifting 2019014184 Theft - Shoplifting THEFTGAS 02/12/19 20:35 Theft - Gas Drive Off 2019011760 Theft - Gas Drive Off WP19004492 Phone THEFTSFFHiiOOOne 02/23/19 18:33 Theft - Shoplifting 2019014795 Theft - Shoplifting THEFTGAS 02/13/19 17:03 Theft - Gas Drive Off 2019012001 Civil Complaint WP19004592 ne THEFTSHOP 02/25/19 16:57 Theft - Shoplifting 2019015277 Theft - Shoplifting THEFTGAS 02/18/19 08:33 Theft - Gas Drive Off 2019013202 Theft - Gas Drive Off WP19005059 Phone THEFTS%ope 02/28/19 20:48 Theft - Shoplifting 2019016097 Theft - Shoplifting THEFTGAS 02/18/19 22:30 Theft - Gas Drive Off 2019013405 Theft - Gas Drive Off WP19005135 Phone THEFTSHOne THEFTGAS 02/23/19 12:42 Theft - Gas Drive Off 2019014688 Theft - Gas Drive Off WP19005636 Phone THEFTGAS 02/24/19 15:34 Theft - Gas Drive Off 2019014980 Theft - Gas Drive Off WP19005760 Phone THEFTGAS Theft - Shoplifting Total: 14 02/02/19 19:45 Theft - Shoplifting 2019009117 Theft - Shoplifting WP19003448 THEFTS%ope 02/03/19 21:58 Theft - Shoplifting 2019009434 Theft - Shoplifting WP19003559 THEFTSHOne 02/06/19 12:57 Theft - Shoplifting 2019010114 Civil Complaint WP19003857 THEFTSHOne 02/08/19 12:18 Theft - Shoplifting 2019010624 Theft - Shoplifting WP19004070 THEFTS%ope 02/12/19 22:14 Theft - Shoplifting 2019011769 Theft - Shoplifting WP19004494 THEFTSHOP1 02/14/19 12:55 Theft - Shoplifting 2019012218 Civil Complaint WP19004671 THEFTSHOne 02/18/19 19:20 Theft - Shoplifting 2019013366 Theft - Shoplifting WP19005123 THEFTS%ope 02/18/19 20:47 Theft - Shoplifting 2019013387 Theft - Shoplifting WP19005130 THEFTSHOPr 02/20/19 21:38 Theft - Shoplifting 2019013970 Theft - Shoplifting WP19005346 THEFTSHOne 02/21/19 15:44 Theft - Shoplifting 2019014167 Theft - Shoplifting WP19005432 THEFTS%ope 02/21/19 17:00 Theft - Shoplifting 2019014184 Theft - Shoplifting WP19005440 THEFTSFFHiiOOOne 02/23/19 18:33 Theft - Shoplifting 2019014795 Theft - Shoplifting WP19005676 911 THEFTSHOP 02/25/19 16:57 Theft - Shoplifting 2019015277 Theft - Shoplifting WP19005903 THEFTS%ope 02/28/19 20:48 Theft - Shoplifting 2019016097 Theft - Shoplifting WP19006245 THEFTSHOne Threats Total: 3 ZU=RCHER Page 24 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/01/19 08:41 Threats 2019008595 Threats WSRO1900326T1HREATS one 02/01/19 01:42 Traffic Stop T 02/02/19 09:54 02/11/1916:22 Threats 2019011432 Threats WP19004383 Phone Phone Traffic Stop 2019008558 Traffic Stop WCSOP190032T4S4 THREATS 02/12/1917:21 Threats 2019011710 Threats WP19004478 Phone 2019009306 Traffic - Complaint WP19003509 THREATS Traffic - Complaint Total: 18 02/01/19 18:43 Traffic - Complaint 2019008786 Traffic - Complaint WP19003325 911 TS 02/01/19 01:42 Traffic Stop T 02/02/19 09:54 Traffic - Complaint 2019008961 Traffic - Complaint WP19003388 Phone Traffic Stop 2019008558 Traffic Stop WCSOP190032T4S4 Officer T 02/03/19 13:10 Traffic - Complaint 2019009306 Traffic - Complaint WP19003509 911 TS T Traffic Stop 02/03/19 19:55 Traffic - Complaint 2019009399 Disorderly WP19003550 911 02/01/19 02:34 Traffic Stop 2019008565 T 02/05/19 17:54 Traffic - Complaint 2019009918 Traffic - Complaint WP19003770 Traffic Stop Phone Officer T 02/05/19 19:52 Traffic - Complaint 2019009960 Traffic - Complaint WP19003786 Phone T 02/11/19 17:14 Traffic - Complaint 2019011441 Traffic - Complaint WP19004386 Phone T 02/12/19 19:33 Traffic - Complaint 2019011743 Traffic - Complaint WP19004489 Phone T 02/13/19 16:57 Traffic - Complaint 2019011996 Traffic - Complaint WP19004588 Phone T 02/15/19 22:10 Traffic - Complaint 2019012637 Traffic - Complaint WP19004829 911 T 02/16/19 18:46 Traffic - Complaint 2019012849 Traffic - Complaint WP19004929 911 T 02/17/19 13:39 Traffic - Complaint 2019013030 Traffic - Complaint WP19005003 Phone T 02/18/19 13:41 Traffic - Complaint 2019013256 Traffic - Complaint WP19005083 Phone T 02/19/19 18:53 Traffic - Complaint 2019013644 911 T 02/22/19 19:54 Traffic - Complaint 2019014509 Traffic - Complaint WP19005563 911 T 02/23/19 23:12 Traffic - Complaint 2019014860 Traffic - Complaint WP19005701 911 T 02/26/19 19:48 Traffic - Complaint 2019015565 Traffic - Complaint WP19006032 911 T 02/27/19 10:53 Traffic - Complaint 2019015688 Traffic - Complaint WP19006080 Phone T Traffic - Hazard Total: 1 02/20/19 11:01 Traffic - Hazard 2019013820 Traffic - Hazard WP19005295 911 THAZARD Traffic Stop Total: 237 02/01/19 01:22 Traffic Stop 2019008554 Officer TS 02/01/19 01:42 Traffic Stop 2019008556 Officer TS 02/01/19 01:50 Traffic Stop 2019008558 Traffic Stop WCSOP190032T4S4 Officer 02/01/19 02:08 Traffic Stop 2019008559 Officer TS 02/01/19 02:34 Traffic Stop 2019008564 Officer TS 02/01/19 02:34 Traffic Stop 2019008565 Officer TS 02/01/19 04:27 Traffic Stop 2019008572 Officer TS ZUERCHER Page 25 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/01/19 04:47 Traffic Stop 2019008573 Drugs WCSOP19003255 TITS Officer 02/01/19 07:58 Traffic Stop 2019008585 Officer 02/01/19 09:59 Traffic Stop 2019008611 Traffic Stop WP19003266 Officer TS 02/01/19 10:43 Traffic Stop 2019008625 Officer TS 02/01/19 11:11 Traffic Stop 2019008636 Traffic Stop WP19003272 Officer TS 02/01/19 11:29 Traffic Stop 2019008642 Officer TS 02/01/19 11:41 Traffic Stop 2019008644 Officer TS 02/01/19 11:44 Traffic Stop 2019008645 Officer TS 02/01/19 11:45 Traffic Stop 2019008646 Officer TS 02/01/19 11:45 Traffic Stop 2019008647 Traffic Stop WP19003276 Officer TS 02/01/19 11:55 Traffic Stop 2019008650 Traffic Stop WP19003277 Officer TS 02/01/19 11:55 Traffic Stop 2019008651 Officer TS 02/01/19 11:55 Traffic Stop 2019008652 Officer TS 02/01/19 12:52 Traffic Stop 2019008667 Officer TS 02/01/19 17:16 Traffic Stop 2019008743 Officer TS 02/01/19 23:39 Traffic Stop 2019008869 Drugs WP19003352 Officer TS 02/02/19 00:37 Traffic Stop 2019008881 Officer TS 02/02/19 01:25 Traffic Stop 2019008894 Drugs WP19003357 Officer TS 02/02/19 05:35 Traffic Stop 2019008924 Officer TS 02/02/19 11:08 Traffic Stop 2019008983 Officer TS 02/02/19 11:39 Traffic Stop 2019008994 Officer TS 02/02/19 11:43 Traffic Stop 2019008996 Officer TS 02/02/19 11:52 Traffic Stop 2019008999 Officer TS 02/02/19 11:53 Traffic Stop 2019009000 Officer TS 02/02/19 16:40 Traffic Stop 2019009065 Officer TS 02/02/19 22:05 Traffic Stop 2019009146 Traffic Stop WP19003459 Officer TS 02/02/19 22:17 Traffic Stop 2019009149 Officer TS 02/02/19 22:35 Traffic Stop 2019009154 Officer TS 02/02/19 22:43 Traffic Stop 2019009155 Officer TS 02/02/19 22:48 Traffic Stop 2019009159 Drugs WP19003464 Officer TS 02/03/19 01:02 Traffic Stop 2019009184 Officer TS 02/03/19 01:39 Traffic Stop 2019009189 Traffic Stop WP19003473 Officer TS 02/03/19 01:40 Traffic Stop 2019009190 DUI WP19003476 Officer TS ZUERCHER Page 26 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/03/19 02:31 Traffic Stop 2019009197 Officer TS 02/03/19 03:32 Traffic Stop 2019009202 Officer TS 02/03/19 05:26 Traffic Stop 2019009209 Officer TS 02/03/19 08:31 Traffic Stop 2019009230 Officer TS 02/03/19 10:03 Traffic Stop 2019009260 Officer TS 02/03/19 12:33 Traffic Stop 2019009296 Officer TS 02/03/19 13:43 Traffic Stop 2019009310 Officer TS 02/03/19 18:54 Traffic Stop 2019009382 Traffic Stop WP19003540 Officer TS 02/04/19 11:59 Traffic Stop 2019009585 Officer TS 02/04/19 16:06 Traffic Stop 2019009638 Officer TS 02/04/19 19:31 Traffic Stop 2019009697 Traffic Stop WP19003666 Officer TS 02/04/19 23:29 Traffic Stop 2019009742 Officer TS 02/05/19 01:28 Traffic Stop 2019009752 Traffic Stop WP19003686 Officer TS 02/05/19 01:48 Traffic Stop 2019009753 Officer TS 02/05/19 02:24 Traffic Stop 2019009758 Officer TS 02/06/19 00:00 Traffic Stop 2019009988 Officer TS 02/06/19 05:16 Traffic Stop 2019010022 Officer TS 02/06/19 06:46 Traffic Stop 2019010031 Traffic Stop WP19003817 Officer TS 02/06/19 07:30 Traffic Stop 2019010039 Traffic Stop WP19003822 Officer TS 02/06/19 07:45 Traffic Stop 2019010044 Traffic Stop WP19003824 Officer TS 02/06/19 07:57 Traffic Stop 2019010048 Traffic Stop WP19003827 Officer TS 02/06/19 08:38 Traffic Stop 2019010056 Traffic Stop WP19003830 Officer TS 02/06/19 08:55 Traffic Stop 2019010061 Officer TS 02/06/19 10:58 Traffic Stop 2019010086 Traffic Stop WP19003841 Officer TS 02/06/19 11:13 Traffic Stop 2019010088 Traffic Stop WP19003842 Officer TS 02/06/19 11:30 Traffic Stop 2019010090 Officer TS 02/06/19 11:35 Traffic Stop 2019010092 Traffic Stop WP19003844 Officer TS 02/06/19 12:07 Traffic Stop 2019010099 Officer TS 02/06/19 23:39 Traffic Stop 2019010241 Officer TS 02/07/19 05:53 Traffic Stop 2019010267 Officer TS 02/07/19 08:02 Traffic Stop 2019010283 Traffic Stop WP19003929 Officer TS 02/07/19 11:37 Traffic Stop 2019010345 Officer TS 02/07/19 12:35 Traffic Stop 2019010356 Officer TS ZUERCHER Page 27 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/07/19 17:18 Traffic Stop 2019010434 Officer TS 02/07/19 18:19 Traffic Stop 2019010449 Officer TS 02/08/19 14:32 Traffic Stop 2019010653 Officer TS 02/08/19 15:07 Traffic Stop 2019010661 Officer TS 02/08/19 16:04 Traffic Stop 2019010673 Officer TS 02/09/19 07:11 Traffic Stop 2019010813 Officer TS 02/09/19 10:21 Traffic Stop 2019010845 Officer TS 02/09/19 13:49 Traffic Stop 2019010895 Officer TS 02/09/19 13:59 Traffic Stop 2019010900 Officer TS 02/10/19 01:43 Traffic Stop 2019011061 Traffic Stop WP19004242 Officer TS 02/10/19 05:40 Traffic Stop 2019011081 Officer TS 02/10/19 08:33 Traffic Stop 2019011093 Officer TS 02/10/19 10:18 Traffic Stop 2019011109 Officer TS 02/10/19 15:26 Traffic Stop 2019011170 Officer TS 02/10/19 16:47 Traffic Stop 2019011182 Traffic Stop WP19004296 Officer TS 02/10/19 17:03 Traffic Stop 2019011188 Officer TS 02/10/19 18:42 Traffic Stop 2019011208 Officer TS 02/10/19 20:20 Traffic Stop 2019011223 Officer TS 02/10/19 22:03 Traffic Stop 2019011237 Officer TS 02/10/19 23:28 Traffic Stop 2019011244 Officer TS 02/10/19 23:54 Traffic Stop 2019011248 Officer TS 02/11/19 00:02 Traffic Stop 2019011249 Officer TS 02/11/19 00:36 Traffic Stop 2019011256 Officer TS 02/11/19 02:23 Traffic Stop 2019011267 Officer TS 02/11/19 04:54 Traffic Stop 2019011273 Officer TS 02/11/19 05:01 Traffic Stop 2019011274 Officer TS 02/11/19 12:45 Traffic Stop 2019011367 Officer TS 02/11/19 13:10 Traffic Stop 2019011372 Traffic Stop WP19004364 Officer TS 02/11/19 14:31 Traffic Stop 2019011396 Officer TS 02/11/19 14:39 Traffic Stop 2019011398 Officer TS 02/11/19 15:36 Traffic Stop 2019011421 Officer TS 02/11/19 21:30 Traffic Stop 2019011501 Officer TS 02/11/19 21:39 Traffic Stop 2019011506 Officer TS ZUERCHER Page 28 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/12/19 09:43 Traffic Stop 2019011606 Traffic Stop WSRO1900443�S 02/12/19 16:19 Traffic Stop 2019011693 Officer TS 02/12/19 18:02 Traffic Stop 2019011722 Officer TS 02/12/19 20:10 Traffic Stop 2019011752 Officer TS 02/12/19 22:53 Traffic Stop 2019011777 Officer TS 02/12/19 23:30 Traffic Stop 2019011784 Officer TS 02/13/19 01:14 Traffic Stop 2019011791 Officer TS 02/13/19 01:21 Traffic Stop 2019011792 Officer TS 02/13/19 03:53 Traffic Stop 2019011821 Officer TS 02/13/19 17:20 Traffic Stop 2019012006 Traffic Stop WP19004594 Officer TS 02/14/19 00:02 Traffic Stop 2019012090 Officer TS 02/14/19 00:03 Traffic Stop 2019012091 Officer TS 02/14/19 02:10 Traffic Stop 2019012109 Traffic Stop WP19004629 Officer TS 02/14/19 02:43 Traffic Stop 2019012115 Traffic Stop WP19004631 Officer TS 02/14/19 09:15 Traffic Stop 2019012162 Officer TS 02/14/19 11:57 Traffic Stop 2019012201 TS 02/14/19 12:09 Traffic Stop 2019012204 Traffic Stop WP19004666 TS 02/15/19 00:59 Traffic Stop 2019012368 Officer TS 02/15/19 01:15 Traffic Stop 2019012369 Drugs WP19004725 Officer TS 02/15/19 01:43 Traffic Stop 2019012374 Officer TS 02/15/19 18:30 Traffic Stop 2019012566 Officer TS 02/16/19 10:59 Traffic Stop 2019012746 Traffic Stop WP19004889 Officer TS 02/16/19 12:13 Traffic Stop 2019012756 Officer TS 02/16/19 12:32 Traffic Stop 2019012759 Traffic Stop WP19004894 Officer TS 02/16/19 12:45 Traffic Stop 2019012762 Traffic Stop WP19004895 Officer TS 02/16/19 13:21 Traffic Stop 2019012771 Officer TS 02/16/19 13:27 Traffic Stop 2019012775 Traffic Stop WP19004901 Officer TS 02/16/19 13:29 Traffic Stop 2019012776 Traffic Stop WP19004900 Officer TS 02/16/19 13:50 Traffic Stop 2019012782 Warrant - Arrest WP19004907 Officer TS 02/16/19 13:55 Traffic Stop 2019012784 Officer TS 02/16/19 17:03 Traffic Stop 2019012829 Officer TS 02/16/19 18:49 Traffic Stop 2019012850 Officer TS 02/16/19 22:11 Traffic Stop 2019012896 Officer TS ZUERCHER Page 29 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/16/19 22:42 Traffic Stop 2019012901 Officer TS 02/16/19 22:49 Traffic Stop 2019012903 Officer TS 02/16/19 23:48 Traffic Stop 2019012908 DUI WP19004945 Officer TS 02/17/19 00:31 Traffic Stop 2019012912 Officer TS 02/17/19 02:07 Traffic Stop 2019012929 Officer TS 02/17/19 02:46 Traffic Stop 2019012950 Officer TS 02/17/19 02:53 Traffic Stop 2019012953 Traffic Stop WP19004972 Officer TS 02/17/19 04:54 Traffic Stop 2019012961 Traffic Stop WP19004978 Officer TS 02/17/19 06:56 Traffic Stop 2019012972 Officer TS 02/17/19 11:27 Traffic Stop 2019013004 TS 02/17/19 12:00 Traffic Stop 2019013009 TS 02/17/19 12:07 Traffic Stop 2019013010 Traffic Stop WP19004996 Officer TS 02/17/19 14:02 Traffic Stop 2019013037 Officer TS 02/17/19 23:57 Traffic Stop 2019013147 Officer TS 02/18/19 00:05 Traffic Stop 2019013150 Officer TS 02/18/19 01:00 Traffic Stop 2019013161 Officer TS 02/18/19 01:16 Traffic Stop 2019013164 Officer TS 02/18/19 01:41 Traffic Stop 2019013167 Traffic Stop WP19005047 Officer TS 02/18/19 02:21 Traffic Stop 2019013172 Officer TS 02/18/19 05:50 Traffic Stop 2019013181 Officer TS 02/18/19 07:11 Traffic Stop 2019013188 Officer TS 02/18/19 07:23 Traffic Stop 2019013191 Officer TS 02/18/19 11:31 Traffic Stop 2019013236 Traffic Stop WP19005076 Officer TS 02/18/19 12:22 Traffic Stop 2019013240 Officer TS 02/18/19 12:44 Traffic Stop 2019013242 Officer TS 02/18/19 13:29 Traffic Stop 2019013252 Officer TS 02/18/19 13:58 Traffic Stop 2019013258 Officer TS 02/18/19 16:10 Traffic Stop 2019013309 Officer TS 02/18/19 16:55 Traffic Stop 2019013322 Traffic Stop WP19005105 Officer TS 02/18/19 19:52 Traffic Stop 2019013377 Officer TS 02/18/19 21:09 Traffic Stop 2019013391 Traffic Stop WP19005131 Officer TS 02/18/19 21:19 Traffic Stop 2019013392 Officer TS 02/18/19 21:35 Traffic Stop 2019013394 Officer TS ZUERCHER Page 30 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/18/19 22:16 Traffic Stop 2019013404 Officer TS 02/19/19 00:24 Traffic Stop 2019013429 Officer TS 02/19/19 02:36 Traffic Stop 2019013450 Traffic Stop WP19005148 Officer TS 02/19/19 02:41 Traffic Stop 2019013452 Officer TS 02/19/19 03:25 Traffic Stop 2019013455 Officer TS 02/19/19 10:03 Traffic Stop 2019013507 Traffic Stop WP19005168 Officer TS 02/19/19 11:20 Traffic Stop 2019013524 Officer TS 02/19/19 11:28 Traffic Stop 2019013527 Officer TS 02/19/19 11:58 Traffic Stop 2019013533 Officer TS 02/19/19 17:41 Traffic Stop 2019013621 Officer TS 02/19/19 17:56 Traffic Stop 2019013625 Officer TS 02/19/19 20:38 Traffic Stop 2019013668 Officer TS 02/19/19 23:58 Traffic Stop 2019013720 Officer TS 02/20/19 00:06 Traffic Stop 2019013722 Officer TS 02/20/19 00:30 Traffic Stop 2019013726 Traffic Stop WP19005262 Officer TS 02/20/19 02:01 Traffic Stop 2019013750 Officer TS 02/20/19 02:08 Traffic Stop 2019013751 Officer TS 02/20/19 02:39 Traffic Stop 2019013758 Officer TS 02/21/19 11:41 Traffic Stop 2019014104 Officer TS 02/21/19 11:53 Traffic Stop 2019014105 TS 02/21/19 12:23 Traffic Stop 2019014116 Officer TS 02/21/19 12:26 Traffic Stop 2019014117 TS 02/21/19 13:03 Traffic Stop 2019014125 Officer TS 02/21/19 14:58 Traffic Stop 2019014151 Traffic Stop WP19005426 Officer TS 02/22/19 01:32 Traffic Stop 2019014301 Officer TS 02/22/19 07:16 Traffic Stop 2019014336 Officer TS 02/22/19 08:00 Traffic Stop 2019014342 Officer TS 02/22/19 13:16 Traffic Stop 2019014403 Officer TS 02/22/19 13:20 Traffic Stop 2019014406 Officer TS 02/22/19 14:34 Traffic Stop 2019014425 Officer TS 02/22/19 23:00 Traffic Stop 2019014545 Officer TS 02/22/19 23:09 Traffic Stop 2019014546 Officer TS 02/22/19 23:22 Traffic Stop 2019014550 Officer TS ZUERCHER Page 31 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/22/19 23:32 Traffic Stop 2019014552 Officer TS 02/23/19 06:44 Traffic Stop 2019014620 Officer TS 02/23/19 08:52 Traffic Stop 2019014640 Officer TS 02/23/19 09:00 Traffic Stop 2019014642 Officer TS 02/23/19 09:15 Traffic Stop 2019014646 Officer TS 02/23/19 10:40 Traffic Stop 2019014661 Officer TS 02/23/19 10:43 Traffic Stop 2019014662 Officer TS 02/23/19 11:01 Traffic Stop 2019014666 Officer TS 02/23/19 11:54 Traffic Stop 2019014676 Officer TS 02/23/19 14:07 Traffic Stop 2019014717 Officer TS 02/23/19 14:36 Traffic Stop 2019014728 Officer TS 02/23/19 15:10 Traffic Stop 2019014739 Traffic Stop WP19005656 Officer TS 02/24/19 19:15 Traffic Stop 2019015035 Officer TS 02/24/19 19:27 Traffic Stop 2019015037 Officer TS 02/24/19 19:56 Traffic Stop 2019015046 Officer TS 02/24/19 23:04 Traffic Stop 2019015078 Traffic Stop WP19005800 Officer TS 02/25/19 01:11 Traffic Stop 2019015093 Officer TS 02/25/19 19:42 Traffic Stop 2019015322 Officer TS 02/25/19 22:16 Traffic Stop 2019015352 Officer TS 02/26/19 02:56 Traffic Stop 2019015387 Officer TS 02/26/19 04:44 Traffic Stop 2019015393 Officer TS 02/26/19 07:55 Traffic Stop 2019015417 Traffic Stop WP19005962 Officer TS 02/26/19 12:44 Traffic Stop 2019015467 Officer TS 02/26/19 19:59 Traffic Stop 2019015571 Officer TS 02/26/19 21:08 Traffic Stop 2019015581 Officer TS 02/27/19 04:48 Traffic Stop 2019015635 Officer TS 02/27/19 21:13 Traffic Stop 2019015831 Officer TS 02/28/19 01:27 Traffic Stop 2019015860 Officer TS 02/28/19 06:02 Traffic Stop 2019015878 Officer TS 02/28/19 08:20 Traffic Stop 2019015905 Traffic Stop WP19006167 Officer TS 02/28/19 11:51 Traffic Stop 2019015948 Traffic Stop WP19006184 Officer TS 02/28/19 13:15 Traffic Stop 2019015961 Officer TS ZUERCHER Page 32 of 34 Incident Start Date/Time Initial Call Training Total: 5 02/04/19 07:57 Training 02/06/1913:26 Training 02/11/19 08:06 Training 02/12/19 09:47 Training 02/19/1910:18 Training Trespass Total: 1 02/21/19 07:07 Trespass Unwanted Person Total: 3 CFS # 2019009536 2019010122 2019011298 2019011608 2019013511 Final Incident 2019014035 Trespass 02/07/19 23:20 Unwanted Person 2019010495 Unwanted Person 02/23/19 12:26 Unwanted Person 2019014684 Unwanted Person 02/23/19 21:30 Unwanted Person 2019014836 Unwanted Person Unwanted Person; Assault Total: 1 Vehicle 02/17/19 02:10 Unwanted Person: 2019012932 Unwanted Person Vehicle Off Road Total: 16 02/10/19 11:31 Phone Vehicle Off Road 2019011121 02/11/19 06:22 Vehicle Off Road 2019011283 02/13/19 13:53 Phone Vehicle Off Road 2019011940 02/14/19 22:27 Vehicle Off Road 2019012346 02/16/19 11:40 Phone Vehicle Off Road 2019012750 02/17/19 19:06 Vehicle Off Road 2019013102 02/20/19 06:08 Phone Vehicle Off Road 2019013767 02/20/19 08:58 Vehicle Off Road 2019013794 02/20/19 09:33 Phone Vehicle Off Road 2019013803 02/20/19 18:36 Phone Vehicle Off Road 2019013940 02/24/19 07:55 Vehicle Off Road 2019014915 02/24/19 17:36 Vehicle Off Road 2019015009 02/24/19 23:40 Vehicle Off Road 2019015083 02/25/19 04:28 Vehicle Off Road 2019015107 02/26/19 16:09 Vehicle Off Road 2019015514 02/27/19 07:07 Vehicle Off Road 2019015649 Vehicle Off Road Vehicle Off Road Vehicle Off Road; MVA - No Injuries Total: 1 Case Number Codes How Reported TRAININpGh TRAINING one TRAINING TRAINING TRAINING WP19005377 Phone TRES WP19004009 911 UNWANTED WP19005634 UNWAAED WP19005695 UNWANTED WP19004958 911 UNWANTED; ZU=RCHER Page 33 of 34 Phone VOR Phone VOR Phone VOR Phone VOR 911 VOR 911 VOR Phone VOR 911 VOR WP19005292 Other VOR Phone VOR Phone VOR Phone VOR WP19005802 Phone VOR VOR Phone VOR Phone VOR ZU=RCHER Page 33 of 34 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 02/09/19 02:16 Vehicle Off Road; MVA 2019010795 MVA - No Injuries WP19004134 Phone VOR; MVA Walk Away Total: 2 02/06/19 16:21 Walk Away 2019010162 Walk Away WP19003880 WALKA Ph 02/10/19 08:21 Walk Away 2019011092 Walk Away WP19004260 WALKAWAY Warrant - Arrest Total: 2 02/12/19 06:49 Warrant - Arrest 2019011570 Warrant - Arrest WP19004423 Officer WARRESST 02/23/19 00:05 Warrant - Arrest 2019014557 Warrant - Arrest WP19005583 WARRESpTicer Warrant -Attempt Total: 10 02/14/19 19:02 Warrant - Attempt 2019012309 WATTEIv1P�er 02/15/19 14:45 Warrant - Attempt 2019012500 Warrant - Attempt WP19004790 er WATTEMPT 02/16/19 11:34 Warrant - Attempt 2019012747 WATTEMPT 02/16/19 14:16 Warrant - Attempt 2019012790 WATTE80er 02/16/19 19:43 Warrant - Attempt 2019012863 er WATTEMPT 02/22/19 17:59 Warrant - Attempt 2019014478 WATTEMPT 02/23/19 23:16 Warrant - Attempt 2019014861 WATTE80er 02/26/19 18:24 Warrant - Attempt 2019015543 er WATTEMPT 02/26/19 18:36 Warrant - Attempt 2019015546 er WATTEMOPffi 02/27/19 13:59 Warrant - Attempt 2019015722 WATTEMP�er Total Records: 955 ZU=RCHER Page 34 of 34