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City Council Agenda Packet 12-10-2018AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, December 10, 2018 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING Academy Room 4:30 p.m. 4 p.m. CLOSED MEETING - City Administrator Evaluation 5 p.m. Arts Consultant Space Discussion (Fred's Auto, 349 W. Broadway) 6 p.m. 2019 Budget Review 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 November 26, 2018 • Regular Meeting Minutes from November 26, 2018 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, with the exception of referral to staff for future report. E. Public Service Announcements/Updates • City Holiday Hours • Christmas Tree Pick Up • Report on Wright County Levy for 2019 F. Council Liaison Updates • Parks & Recreation Commission • IEDC • Planning Commission • BCOL G. Department Updates • City Administrator Update 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 approving a special City Council meeting date for December 28, 2018 for approval of bills E. Consideration of approving an amendment to schedule of business hours to allow half-day closure for the DMV on Monday, December 24, 2018 F. Consideration of approving the 2019 Schedule of Regular Council and Commission meetings G. Consideration of approving City Facility Business Hours for 2019 H. Consideration of approving an application for a temporary charitable gambling permit for a raffle to be conducted by the Swan River PTO on April 13, 2019 I. Consideration of transferring an On -Sale liquor license from River City Lanes Inc., dba River City Extreme, to Triple Shift Entertainment LLC, dba River City Extreme located at 3875 School Blvd. J. Consideration of adopting Resolution 2018-94 withdrawing from the Wright County Area Transportation Joint Powers Board K. Consideration of approving a request for Map Amendment (Rezoning) from A -O (Agriculture — Open Space) to R-1 (Single Family Residence) District, Development and Final Stage Planned Unit Development, and Preliminary and Final Plat for a 24 lot single-family development. Applicant: Novak -Fleck Inc. (Horst Graser) L. Consideration of approving Change Order No. 12 in the amount of $2,674.95 for the Fallon Avenue Overpass Project, City Project No. 16C006 M. Consideration of approving Lease Agreement between the City of Monticello Parks Department and the City of Monticello EDA for 349 West Broadway (Fred's Auto) and authorizing building renovations with cost not to exceed $17,815 N. Consideration of approving a request for Conditional Use Permit for Public Use in the F-3 sub -district of the CCD — Central Community District. Applicant: City of Monticello O. Consideration of adopting Resolution 2018-97 establishing election precinct and polling place for 2019 P. Consideration of approving 2018 Operating Transfers Q. Consideration of accepting a donation from Wireless World of four iPads at a value of $400 for the Fire Department R. Consideration of approving Resolution 2018-99 for redemption of outstanding General Obligation Improvement and Refunding Bonds, Series 2010A for selected maturities S. Consideration of approving plans and specifications and authorizing advertisement of bids for construction of Fire Station 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING — Consideration of adopting Ordinance 704 amending City Fee Schedule for 2019 and adopting Summary Ordinance 704A for publication B. PUBLIC HEARING — Consideration of adopting Resolution 2018-95 establishing the final tax levy for 2019 4. Regular Agenda A. Consideration of adopting Resolution 2018-96 approving the 2019 City budget B. Consideration of approving a Comprehensive Plan Amendment from "Places to Shop" to "Places to Live" and a request for Zoning Map Amendment for rezoning from B-4 (Regional Business District) to R-4 (Medium -High Residence District) for a 125 unit senior living development. Applicant: Headwaters Development/Michael Hoagberg 5. Added Items 6. Adjournment AGENDA CITY COUNCIL SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, December, 2018 — 4 p.m. Academy Room, MCC AGENDA 1. Call to Order 2. 4 p.m. CLOSED MEETING — City Administrator Evaluation (Closed pursuant to MN Statute 13D.05 Subd 3(a)) 3. 5 p.m. Arts Consultant Space Discussion (Fred's Auto, 349 W. Broadway) 4. 6 p.m. 2019 Budget Review 5. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, November 26, 2018 — 5:45 p.m. Academy Room City Hall - Monticello Community Center Present: Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart Absent: None Others: City staff. Jeff O'Neill, Wayne Oberg, Ann Mosack, Matt Leonard, Shibani Bisson, Rachel Leonard, Jim Thares, Tom Pawelk, Tracy Ergen, Tom Moores, Angela Schumann, and Jennifer Schreiber 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5:45 p.m. 2. Budget Workshop Wayne Oberg, Finance Director, presented a brief overview of the 2019 proposed budget, which along with the final levy and fee schedule, will be brought to the December 10 meeting for adoption. The proposed total city levy change is $415,000, an increase of 4.3%, and the proposed HRA levy change is $25,000, a 7.7% increase. The tax levy and tax capacity were discussed and Mr. Oberg presented a list of tax base changes. A significant change was the decreased estimated market value of Xcel Energy of over $80 million. Discussion ensued among council in regard to the increase in taxes that the residents will see for 2019. It was mentioned that even with the increase, some are paying less in taxes than in 2009 or 2012. 3. Adjournment By consensus the meeting was adjourned at 6:20 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — November 26, 2018 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, November 26, 2018 — 6:30 p.m. Bridge Room, Monticello Community Center Present: Mayor Brian Stumpf, Jim Davidson, Bill Fair, and Charlotte Gabler Absent: Lloyd Hilgart 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 Councilmember Gabler moved approval of the agenda. Councilmember Fair seconded the motion. Motion carried unanimously. C. Approval of Minutes Special Meeting Minutes from November 13, 2018 Councilmember Fair moved approval of the November 13, 2018 special meeting minutes. Councilmember Davidson seconded the motion. Motion carried unanimously. Regular Meeting Minutes from November 13, 2018 Councilmember Gabler moved approval of the November 13, 2018 regular meeting minutes. Councilmember Fair seconded the motion. Motion carried unanimously. D. Citizen Comments Darek Vetsch, County Commissioner, addressed the City Council in regard to the proposed 2019 county budget. He commented on details of the budget, such as mandates, property taxes, growth in services, etc. He also mentioned that the county is partaking in a new process called financial modeling. There will be a presentation to the City Council at a future date. E. Public Service Announcements • Indoor Farmers Market in Community Center on December 1 from 9 a.m. to 1 P.M. • The city encourages residents to sign up for the newly redesigned E -News. F. Council Liaison Updates EDA — Councilmember Davidson provided an update on the EDA meeting. The EDA reviewed the business subsidy application form and the facade improvement work taking place downtown. G. Department Updates • Jeff O'Neill, City Administrator, gave an update on the following: City Council Minutes — November 26, 2018 Page 1 1 3 1. Fallon Avenue Overpass Project is mostly complete with final items to be completed in 2019; 2. Street lights were installed on Washington Street. The School District had expressed concern about it being a dark corridor; 3. Thanks to the Public Works department for hanging the lights on Walnut Street; and 4. The League of Minnesota Cities Experienced Officials Conference is scheduled for two dates in February 2019. Jim Thares presented and Economic Development Update. The update included information on adopted plan documents, proactive efforts such as marketing and network activities, an Economic Development Toolkit, development milestones, and the focus of 2019-2020. 2. Consent Agenda: Mayor Stumpf noted that item 2F is scheduled for Friday, July 12. Additionally, RiverWood bank was recognized for their donation (2I). Councilmember Fair moved approval of the Consent Agenda. Councilmember Davidson 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 $2,024,703.89. B. Consideration of approving new hires/departures. Recommendation: Approved the hires for Hi -Way Liquors, DMV, and MCC and the departures for MCC and Liquor Store. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: Approved as submitted. D. Consideration of approving an application for a temporary charitable gambling permit for a raffle to be conducted on February 8, 2019 by Central Minnesota Jobs and Training Services, Inc. at River City Extreme, 3875 School Blvd. Recommendation: Approved the charitable gambling permit for Central Minnesota Jobs and Training Services at River City Extreme on February 8, 2019. E. Consideration of approving an application for a temporary charitable gambling permit for a raffle to be conducted by the Wright County Pheasants Forever at River City Extreme, 3875 School Blvd. in conjunction with their Annual Membership Banquet on April 6, 2019. Recommendation: Approved the charitable gambling permit for Wright County Pheasants Forever at River City Extreme on April 6, 2019. F. Consideration of approving a Special Event Permit for outdoor entertainment at River City Extreme, 3875 School Blvd. on July 12, 2019. Recommendation: Approved the Special Event Permit for outdoor entertainment at River City Extreme for Friday, July 12, 2019, as described in the application materials, including exemption from the noise ordinance and notification to the adjacent neighborhood. City Council Minutes — November 26, 2018 Page 2 1 3 G. Consideration of renewing a pawn broker license for 2019 for David Corbin dba Monticello Pawn, Gun and Bargain Center at 1219 South Highway 25. Recommendation: Approved a 2019 pawn broker license for David Corbin dba as Monticello Pawn, Gun, and Bargain Center located at 1219 TH 25, contingent on the application returned from the Sheriffs Department with no adverse findings. H. Consideration of approving a contract with the Wright County Assessor's Office for 2020-2021 assessing services. Recommendation: Approved a contract for assessing services with the Wright County Assessor for 2020 and 2021 services at the rates as proposed. I. Consideration of approving Resolution 2018-93 accepting a donation of $600 from RiverWood Bank for extrication gloves for the Fire Department. Recommendation: Approved Resolution 2018-93 accepting the donation. 3. Regular Agenda: A. Consideration of issuing_ a Negative Declaration of Need for an Environmental Impact Statement (EIS) for the proposed Haven Ridge Development. Laura Wehr, Environmental Scientist at WSB & Associates, presented on the proposed Haven Ridge Development Environmental Assessment Worksheet (EAW). An EAW determines whether an Environmental Impact Statement (EIS) is needed and does not approve or deny a project. After review of the EAW and completion of a comment period, it was determined that the project does not have the potential for significant environmental impacts that cannot be addressed through the permitting process and therefore an EIS is not required for the site. Mayor Stumpf questioned whether the Monticello Township would be able to provide input. Ms. Weir responded that the township submitted questions which were responded to. There is continued conversation. Mayor Stumpf questioned whether the township could hold up the annexation process. Angela Schumann responded that as long as the annexation meets the terms of the orderly annexation agreement between the city and the township, the township would not be able to stop the process. . Councilmember Fair moved approval of Resolution 2018-92 issuing a Negative Declaration of Need for an Environmental Impact Statement (EIS) for the Haven Ridge development site. Councilmember Davidson seconded the motion. Motion carried unanimously. 4. Adiournment: By consensus, the meeting was adjourned at 7:16 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes — November 26, 2018 Page 3 13 City Council Agenda: 12/10/2018 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 $6,060,606.29. 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: 12/05/2018 - 12:23PM Batch: 00202.12.2018 - 202.12.2018 AP Invoice No Description Vendor: 1977 ANCOM COMMUNICATIONS INC 83626 Enabled: (3) Minitor Pager Pkg; (3) Maint.5yr. Plan 815.21 12/11/2018 Check Total: Vendor: 1036 APEC AQUISITIONS INC 122816 Filters - Various Sizes (42) Check Total: Vendor: 1039 AQUA LOGIC INC 48239 Enabled: Power Supply Lead Wire; Rubber Compression i 100.30 12/11/2018 Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3307200 resale - beer Check Total: Vendor: 1061 BBF PROPERTIES INC TIF 1-22 Enabled: Pay As You Go - 2nd Pmt 2018 - Interest 169.25 12/11/2018 Check Total: Vendor: 1065 BELLBOY CORPORATION 66867100-2 freight- corrected inv. paid 11/27/18 67120700 resale - liquor 67120700 freight 67262800 ACH resale - liquor 67262800 17,946.83 resale - wine 67262800 freight 98622300 17,946.83 freight 98622300 freight Amount Payment Date Acct Number Check Sequence: 1 1,432.00 12/11/2018 101-42200-421990 1,432.00 Moiiii6effo Y Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 1 Check Sequence: 2 ACH Enabled: True 815.21 12/11/2018 226-45126-422990 815.21 Check Sequence: 3 ACH Enabled: True 100.30 12/11/2018 226-45124-421990 100.30 Check Sequence: 4 ACH Enabled: False 169.25 12/11/2018 609-49750-425200 169.25 Check Sequence: 5 ACH Enabled: False 17,946.83 12/11/2018 213-46581-465110 17,946.83 Check Sequence: 6 ACH Enabled: True -1.80 12/11/2018 609-49750-433300 246.00 12/11/2018 609-49750-425100 8.10 12/11/2018 609-49750-433300 1,002.40 12/11/2018 609-49750-425100 744.00 12/11/2018 609-49750-425300 27.90 12/11/2018 609-49750-433300 1.46 12/11/2018 609-49750-433300 317.55 12/11/2018 609-49754-421990 AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 1 Invoice No Description Amount Payment Date Acct Number 98670900 freight 0.57 12/11/2018 609-49750-433300 98670900 resale - olives 21.65 12/11/2018 609-49750-425500 98670900 resale- mix 53.10 12/11/2018 609-49750-425400 98670900 asst. bags 49.95 12/11/2018 609-49754-421990 Check Total: 2,470.88 Vendor: 1067 BERNICK'S Check Sequence: 7 66246 resale - soda pop 55.00 12/11/2018 609-49750-425400 66246 resale -juice 32.80 12/11/2018 609-49750-425500 66247 resale - beer 1,211.05 12/11/2018 609-49750-425200 69646 resale - pop, water, Gatorade, 235.60 12/11/2018 226-45125-425410 69647 resale - soda pop 159.74 12/11/2018 609-49750-425400 69647 resale -juice 32.80 12/11/2018 609-49750-425500 69648 resale - beer 1,792.35 12/11/2018 609-49750-425200 70881 Paper Cups for Concession 63.36 12/11/2018 226-45125-421990 Check Total: 3,582.70 Vendor: 1080 BRAEMAR MAILING SERVICE INC Check Sequence: 8 59397 UB Letter - (386) Print, Fold, Stuff, Envelopes (" 252.82 12/11/2018 601-49440-431800 59397 UB Letter - (386) Print, Fold, Stuff, Envelopes ( 252.82 12/11/2018 602-49490-431800 Check Total: 505.64 Vendor: 3632 BRIAN BRAMLEY Check Sequence: 9 12013 dba- ERS- Fire Dex 3D leather gloves 100.30 12/11/2018 101-42200-421120 12030 dba- ERS- Cairns 1010 w/ Defender; F-27 Stand 326.26 12/11/2018 101-42200-421120 Check Total: 426.56 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 10 1080889289 resale -liquor 76.45 12/11/2018 609-49750-425100 1080889289 freight 0.55 12/11/2018 609-49750-433300 1080891882 resale -liquor 1,571.66 12/11/2018 609-49750-425100 1080891882 resale- wine 931.62 12/11/2018 609-49750-425300 1080891882 resale- wine n/a 72.00 12/11/2018 609-49750-425400 1080891882 freight 51.98 12/11/2018 609-49750-433300 1080891883 resale - beer 55.40 12/11/2018 609-49750-425200 1080891944 resale - liquor 2,529.40 12/11/2018 609-49750-425100 1080891944 freight 19.80 12/11/2018 609-49750-433300 1080894935 resale -liquor 2,894.81 12/11/2018 609-49750-425100 1080894935 resale- mix 60.95 12/11/2018 609-49750-425400 1080894935 resale- wine 536.00 12/11/2018 609-49750-425300 Reference ACH Enabled: False ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 1080894935 freight 54.86 12/11/2018 609-49750-433300 1080894936 resale - liquor 55.40 12/11/2018 609-49750-425100 Check Total: 8,910.88 Vendor: 2890 BROTHERS FIRE PROTECTION CO Check Sequence: 11 ACH Enabled: True 28155 2018 Annual Sprinkler Inspections - MCC 325.00 12/11/2018 226-45126-431990 Check Total: 325.00 Vendor: 4978 BRUNTON ARCHITECTS, LTD Check Sequence: 12 ACH Enabled: False 72 18C003 - Fire Station Construction Documents 37,688.72 12/11/2018 400-43300-452010 Check Total: 37,688.72 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 13 ACH Enabled: True 2348-000G 195 Legal Fees - Oct 2018 580.00 12/11/2018 400-43300-430400 2348-000G 195 16C006 - Fallon Ave Legal Fees - Oct 2018 176.00 12/11/2018 400-43300-459018 2348-000G 195 Planning & Zoning - Oct 2018 192.00 12/11/2018 101-41910-430400 2348-000G 195 General Legal - Oct 2018 1,125.70 12/11/2018 101-41610-430400 2348-155G 1 16C006 - Bluffs in Monticello Assessment Appe 1,819.50 12/11/2018 400-43300-459018 Check Total: 3,893.20 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 14 ACH Enabled: True 2191277 resale - beer 17,625.45 12/11/2018 609-49750-425200 2191277 resale - beer n/a 183.00 12/11/2018 609-49750-425400 2191331 resale - beer 516.00 12/11/2018 609-49750-425200 2193776 resale - beer 11,034.05 12/11/2018 609-49750-425200 2193776 resale - beer n/a 68.00 12/11/2018 609-49750-425400 Check Total: 29,426.50 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 15 ACH Enabled: False 16456 resale - wine 528.00 12/11/2018 609-49750-425300 Check Total: 528.00 Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC Check Sequence: 16 ACH Enabled: True 6170258 resale - beer 553.40 12/11/2018 609-49750-425200 Check Total: 553.40 Vendor: 5144 CASTING CREATIONS OF MN., INC Check Sequence: 17 ACH Enabled: False 5382 "Morning Glory" plaque- Shimmer Wall Grant 302.80 12/11/2018 101-45204-431990 AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 3 Invoice No Description Amount Payment Date Acct Number 302.80 Check Total: Vendor: 1101 CENTERLINE FRAME & AUTO BODY 2248 12/11/2018 Ranger Trailer - replace alum. sides on trailer -pa 2251 12/11/2018 Sq. 5r - replace engine block heater 2252 12/11/2018 Eng. 4 -design & build extraction rack 960.96 Check Total: Vendor: 1106 CENTRAL MCGOWAN INC 00038905 12/11/2018 Monthly Tank Rental 00242193 12/11/2018 Bulk Carbon Dioxide (481 lbs) 190.20 Check Total: Vendor: 1973 CLIMATE MAKERS INC 60669 12/11/2018 Upgrade HVAC @ MCC - Payment #1 43,301.47 Check Total: Vendor: 5021 CURB CREATIONS 30 12/11/2018 remaining balance from concrete curbing 7/6/18 485.62 Check Total: Vendor: 2935 CUSTOMIZED FIRE RESCUE TRAINING IN( 1341 12/11/2018 Cargill Rmbrs- SRU Training July -Nov. 2018 2,000.00 Check Total: Vendor: 4205 MICHAEL CYR TIF 1-29 12/11/2018 Pay As You Go - 2nd Pmt 2018 Principal TIF 1-29 12/11/2018 Pay As You Go - 2nd Pmt 2018 - Interest 10,613.90 Check Total: Vendor: 1129 DAHLHEIMER BEVERAGE LLC 1382517 12/11/2018 resale - beer n/a 1382517 12/11/2018 resale- beer 1382549 12/11/2018 resale - beer 1382549 12/11/2018 resale - beer n/a 1382573 12/11/2018 resale - beer 193634 12/11/2018 resale - beer credit 193802 12/11/2018 resale - beer Amount Payment Date Acct Number 302.80 Check Sequence: 18 433.01 12/11/2018 101-42200-440500 192.95 12/11/2018 101-42200-440500 335.00 12/11/2018 101-42200-440500 960.96 Check Sequence: 19 65.00 12/11/2018 226-45124-421600 125.20 12/11/2018 226-45124-421600 190.20 Check Sequence: 20 43,301.47 12/11/2018 226-45126-453010 43,301.47 Check Sequence: 21 485.62 12/11/2018 101-45201-431990 485.62 Check Sequence: 22 2,000.00 12/11/2018 101-42200-433100 2,000.00 Check Sequence: 23 5,088.02 12/11/2018 213-46529-465110 5,525.88 12/11/2018 213-46529-465110 10,613.90 Check Sequence: 24 123.00 12/11/2018 609-49750-425400 22,849.23 12/11/2018 609-49750-425200 19,500.14 12/11/2018 609-49750-425200 81.00 12/11/2018 609-49750-425400 2,534.30 12/11/2018 609-49750-425200 -273.40 12/11/2018 609-49750-425200 2,626.10 12/11/2018 609-49750-425200 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 193802 resale - beer n/a 62.00 12/11/2018 609-49750-425400 194038 resale - beer 395.50 12/11/2018 609-49750-425200 194078 resale - beer credit -101.00 12/11/2018 609-49750-425200 194661 resale - beer credit -260.00 12/11/2018 609-49750-425200 Check Total: 47,536.87 Vendor: 5105 DELL MARKETING LP Check Sequence: 25 ACH Enabled: False 415660942 Order Cust.20981535 cable missed with orig. purchase 28.34 12/11/2018 702-00000-424100 Check Total: 28.34 Vendor: 1147 DOUBLE D ELECTRIC INC Check Sequence: 26 ACH Enabled: False 23147 materials- 120 v. button photocell- PW ext. light 18.00 12/11/2018 101-43127-431990 23147 labor - 120 v. button photocell- PW ext. light 65.00 12/11/2018 101-43127-431990 Check Total: 83.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 27 ACH Enabled: True 650784 201851 - Novak -Fleck PH Ad# 880365 110.76 12/11/2018 101-41910-435100 650785 City of Monticello Sign - Ad# 880370 92.30 12/11/2018 101-41910-435100 652294 ad # 877554- Home for the Holidays 11/23 20.00 12/11/2018 609-49754-434990 Check Total: 223.06 Vendor: 1793 EMERGENCY AUTOMOTIVE TECHNOLOG: Check Sequence: 28 ACH Enabled: False DL11518-28 90w strobe power supply 431.47 12/11/2018 101-43120-422100 Check Total: 431.47 Vendor: 4477 CHARLOTTE GABLER Check Sequence: 29 ACH Enabled: True 11/26/2018 Travel Reimbursement - Meal - Washington DC 19.50 12/11/2018 101-41110-433100 11/26/2018 Travel Reimbursement - Checked Baggage Fee - 50.00 12/11/2018 101-41110-433100 Check Total: 69.50 Vendor: 5141 GOVOFFICE LLC Check Sequence: 30 ACH Enabled: False 43934 Changes to DNS Server 100.00 12/11/2018 702-00000-431990 Check Total: 100.00 Vendor: 1205 GRAINGER INC Check Sequence: 31 ACH Enabled: False 847529294 heating element 114.00 12/11/2018 601-49440-422100 AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 5 Invoice No Description Check Total: Vendor: 1641 H & L MESABI 2288 ACH (6) Carbide inserted blade; plow blade; (8) cco p True 1,797.00 Check Total: Vendor: 1223 HAWKINS INC 4402585 1,797.00 Aluminum Sulfate Liquid - WWTP Check Total: Vendor: 1232 HILLYARD INC MINNEAPOLIS 700358732 ACH Big Mouth Viper Fang (2) True 6,313.22 Check Total: Vendor: 4218 HOHENSTEINS, INC 106756 6,313.22 resale - beer 106758 resale - beer Check Total: Vendor: 1242 HOLIDAY CREDIT OFFICE 11/18/18 24.04 10/19-11/18/2018 acct. # 1400-017-223-399 fule 226-45126-422990 Check Total: Vendor: 4460 MARK HOLKER 120391 Corn Windbreak Chelsea Rd.; Edmonson Ave Check Total: Vendor: 3356 INDIAN ISLAND WINERY 2384 325.00 resale - wine 609-49750-425200 Check Total: Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Jan 2019 January - Health Insurance - Union 1,177.20 Check Total: Vendor: 1253 J H LARSON COMPANY AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Amount Payment Date Acct Number Reference 114.00 Check Sequence: 32 ACH Enabled: True 1,797.00 12/11/2018 101-43125-422460 1,797.00 Check Sequence: 33 ACH Enabled: True 6,313.22 12/11/2018 602-49480-421990 6,313.22 Check Sequence: 34 ACH Enabled: False 24.04 12/11/2018 226-45126-422990 24.04 Check Sequence: 35 ACH Enabled: False 325.00 12/11/2018 609-49750-425200 852.20 12/11/2018 609-49750-425200 1,177.20 Check Sequence: 36 ACH Enabled: True 363.53 12/11/2018 101-42200-421200 363.53 Check Sequence: 37 ACH Enabled: False 2,140.00 12/11/2018 101-43125-431990 2,140.00 Check Sequence: 38 ACH Enabled: False 387.36 12/11/2018 609-49750-425300 387.36 Check Sequence: 39 ACH Enabled: False 17,360.00 12/11/2018 101-00000-217061 17,360.00 Check Sequence: 40 ACH Enabled: False Page 6 Invoice No Description Amount Payment Date Acct Number Reference S101888750.001 26W Double Twin Tube Compact Fluorescent L, 137.00 12/11/2018 226-45126-422990 Check Total: 137.00 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 41 ACH Enabled: False 2888198 resale - beer 2,814.85 12/11/2018 609-49750-425200 2888198 freight 3.00 12/11/2018 609-49750-433300 Check Total: 2,817.85 Vendor: 4922 JOHN NAGENGAST DOORS LLC Check Sequence: 42 ACH Enabled: False 6699 Install New Door and Weather Striping @ Stora€ 1,101.00 12/11/2018 101-41940-440100 Check Total: 1,101.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 43 ACH Enabled: False 1156758 freight 16.39 12/11/2018 609-49750-433300 1156758 resale -liquor 2,204.45 12/11/2018 609-49750-425100 1156759 resale - wine 1,159.02 12/11/2018 609-49750-425300 1156759 freight 41.71 12/11/2018 609-49750-433300 1156760 freight 29.79 12/11/2018 609-49750-433300 1156760 resale -liquor 2,375.54 12/11/2018 609-49750-425100 1156761 resale- wine 1,448.92 12/11/2018 609-49750-425300 1156761 freight 35.75 12/11/2018 609-49750-433300 1156762 resale - beer 22.99 12/11/2018 609-49750-425200 1158107 resale -liquor 6,030.18 12/11/2018 609-49750-425100 1158107 freight 97.60 12/11/2018 609-49750-433300 1158108 freight 44.70 12/11/2018 609-49750-433300 1158108 resale- mix 123.20 12/11/2018 609-49750-425400 1158108 resale - wine 1,168.35 12/11/2018 609-49750-425300 1158985 resale -liquor 4,516.90 12/11/2018 609-49750-425100 1158985 freight 59.09 12/11/2018 609-49750-433300 1158986 freight 58.11 12/11/2018 609-49750-433300 1158986 resale- wine 1,687.29 12/11/2018 609-49750-425300 1159930 resale -liquor 4,822.31 12/11/2018 609-49750-425100 1159930 freight 46.19 12/11/2018 609-49750-433300 1159931 freight 67.05 12/11/2018 609-49750-433300 1159931 resale- mix 118.35 12/11/2018 609-49750-425400 1159931 resale- wine 2,510.56 12/11/2018 609-49750-425300 1159932 resale - beer 22.99 12/11/2018 609-49750-425200 1161290 resale - liquor 1,353.99 12/11/2018 609-49750-425100 1161290 freight 12.78 12/11/2018 609-49750-433300 1161291 freight 37.01 12/11/2018 609-49750-433300 AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 1161291 resale - wine 1,754.57 12/11/2018 609-49750-425300 1161291 resale - wine n/a 35.00 12/11/2018 609-49750-425400 1161292 resale - beer 30.00 12/11/2018 609-49750-425200 1164221 resale -liquor 535.67 12/11/2018 609-49750-425100 1164221 freight 9.98 12/11/2018 609-49750-433300 511380 resale - liquor creditinv. #1149810 -6.30 12/11/2018 609-49750-425100 511380 freight credit inv. #1149810 -0.12 12/11/2018 609-49750-433300 512899 freight credit inv.#1156758 -1.49 12/11/2018 609-49750-433300 512899 resale -liquor credit inv.#1156758 -94.45 12/11/2018 609-49750-425100 512900 resale - wine credit inv. #1156759 -42.42 12/11/2018 609-49750-425300 512900 freight credit inv. #1156759 -1.49 12/11/2018 609-49750-433300 513247 resale - liquor credit inv. #1144454 -21.09 12/11/2018 609-49750-425100 513247 resale - winecredit inv. #1144454 -72.02 12/11/2018 609-49750-425300 Check Total: 32,237.05 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 44 ACH Enabled: False MN190-00001 General Legal -Oct 2018 190.00 12/11/2018 101-41610-430400 MN190-00101 General EDA Matters - Oct 2018 209.00 12/11/2018 213-46301-430400 MN325-00040 Business Facade Grant Program - Oct 2018 551.00 12/11/2018 213-46301-430400 Check Total: 950.00 Vendor: 5078 KILLMER ELECTRIC COMPANY INC Check Sequence: 45 ACH Enabled: False Pay Voucher 4 18C002 - 2018 Street Lighting Improvements - I 1,909.50 12/11/2018 245-43162-453010 Check Total: 1,909.50 Vendor: 2626 HARRY LANTTO Check Sequence: 46 ACH Enabled: True 11/27/2018 Planning Commission Meeting Recording 11/5/1 62.50 12/11/2018 101-41910-431990 11/27/2018 EDA Meeting Recording 11/14/18 60.00 12/11/2018 213-46301-431990 11/27/2018 City Council Meeting Recording 11/26/18 60.00 12/11/2018 101-41110-431990 Check Total: 182.50 Vendor: 4494 LAXMI HOTEL INC Check Sequence: 47 ACH Enabled: False TIF 1-22.5 Pay As You Go - 2nd Pmt 2018 - Interest 4,513.04 12/11/2018 213-46585-465110 Check Total: 4,513.04 Vendor: 4456 LUPULIN BREWING LLC Check Sequence: 48 ACH Enabled: True 16969 resale - beer 834.00 12/11/2018 609-49750-425200 Check Total: 834.00 AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 8 Invoice No Description Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP 270394 resale - cigarettes 270394 resale - tobacco; barware, etc Check Total: Vendor: 3745 MANSFIELD OIL COMPANY 1255062 (325) gal. unleaded @ $2.17 21071778 (625) gal. Diesel @ $2.85 Check Total: Vendor: 1314 MCDOWALL COMPANY 611915 Labor- contract C0560- cooler not cooling 611915 Milage - contract C0560- cooler not cooling Check Total: Vendor: 1330 CITY OF MINNEAPOLIS 400451002517 Oct 2018 - Monti Pawn Transactions (217) Check Total: Vendor: 1337 CORINNE MITCHELL 11/27/2018 Mileage Reimbursement - Various Aquatics Mee True Check Total: Vendor: 1349 MN DEPT OF TRANSPORTATION P00009684 16C006 - MNDOT Inspects -Structural, Mat'l, C Check Total: Vendor: 1390 MTI DISTRIBUTING INC 1194322-00 #223 - repair & labor -(4) link asmbly; (2) latch; 1195977 #232 - parts credit Check Total: Vendor: 2518 NEOFUNDS BY NEOPOST 12/3/2018 Postage for Pkgs to Dept Public Safety - Nov 20 12/3/2018 Postage for Pkgs for Planning Commission - No, Check Total: AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Amount Payment Date Acct Number Reference Check Sequence: 49 ACH Enabled: True 708.49 12/11/2018 609-49750-425500 1,065.60 12/11/2018 609-49750-425400 1,774.09 Check Sequence: 50 ACH Enabled: True 706.78 12/11/2018 101-43120-421200 1,781.60 12/11/2018 101-43120-421200 2,488.38 Check Sequence: 51 ACH Enabled: False 144.28 12/11/2018 609-49754-440440 26.72 12/11/2018 609-49754-440440 171.00 Check Sequence: 52 ACH Enabled: True 19 5.3 0 12/11/2018 101-42100-431990 195.30 Check Sequence: 53 ACH Enabled: True 141.43 12/11/2018 226-45122-433100 141.43 Check Sequence: 54 ACH Enabled: False 13,414.73 12/11/2018 400-43300-459018 13,414.73 Check Sequence: 55 ACH Enabled: True 2,528.88 12/11/2018 101-45201-422100 -35.80 12/11/2018 101-45201-422100 2,493.08 Check Sequence: 56 ACH Enabled: False 115.88 12/11/2018 217-41990-432200 14.50 12/11/2018 101-41910-432200 130.38 Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1913 NEW FRANCE WINE Check Sequence: 57 ACH Enabled: False 136452 resale- wine 765.00 12/11/2018 609-49750-425300 136452 freight 15.00 12/11/2018 609-49750-433300 Check Total: 780.00 Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 58 ACH Enabled: True 23904 201838 - Headwaters Senior Housing - Oct 2018 1,567.50 12/11/2018 101-00000-220110 23904 201844 - Trident Senior Housing Concept - Oct : 2,448.24 12/11/2018 101-00000-220110 23904 201848 - McCarty Variance - Oct 2018 1,266.12 12/11/2018 101-00000-220110 23904 201847 - Lake Region RV Center - Oct 2018 3,246.12 12/11/2018 101-00000-220110 23904 Rustech Brewing Patio - Oct 2018 957.00 12/11/2018 101-41910-431990 23904 201801 McCarty Variance Prep - Oct 2018 396.00 12/11/2018 101-41910-431990 Check Total: 9,880.98 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 59 ACH Enabled: False 13608 (5.54) SPNWB230B 352.01 12/11/2018 101-43120-422400 Check Total: 352.01 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 60 ACH Enabled: False 32297 resale- wine 548.00 12/11/2018 609-49750-425300 32297 freight 8.75 12/11/2018 609-49750-433300 32343 freight 10.50 12/11/2018 609-49750-433300 32343 resale -wine 600.00 12/11/2018 609-49750-425300 33065 resale- wine 1,404.06 12/11/2018 609-49750-425300 33065 freight 18.75 12/11/2018 609-49750-433300 Check Total: 2,590.06 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 61 ACH Enabled: False 2460311 resale -liquor 944.30 12/11/2018 609-49750-425100 2460311 freight 8.94 12/11/2018 609-49750-433300 2460312 freight 37.24 12/11/2018 609-49750-433300 2460312 resale- wine 1,506.00 12/11/2018 609-49750-425300 2460313 resale -liquor 1,562.72 12/11/2018 609-49750-425100 2460313 freight 19.62 12/11/2018 609-49750-433300 2460314 freight 27.31 12/11/2018 609-49750-433300 2460314 resale - wine 1,191.08 12/11/2018 609-49750-425300 2461301 resale - liquor 1,053.96 12/11/2018 609-49750-425100 2461301 freight 8.20 12/11/2018 609-49750-433300 2461864 resale - liquor 3,318.26 12/11/2018 609-49750-425100 2461864 freight 41.46 12/11/2018 609-49750-433300 AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 2461865 freight 14.90 12/11/2018 609-49750-433300 2461865 resale- wine 440.00 12/11/2018 609-49750-425300 2463402 resale -liquor 5,544.31 12/11/2018 609-49750-425100 2463402 freight 57.62 12/11/2018 609-49750-433300 2463403 freight 78.97 12/11/2018 609-49750-433300 2463403 resale- wine 2,566.75 12/11/2018 609-49750-425300 2463403 resale- wine n/a 64.00 12/11/2018 609-49750-425400 2465382 resale -liquor 123.00 12/11/2018 609-49750-425100 2465382 freight 1.49 12/11/2018 609-49750-433300 2465383 freight 4.47 12/11/2018 609-49750-433300 2465383 resale - wine 100.00 12/11/2018 609-49750-425100 312410 resale - liquor credit inv. #2452195 -21.07 12/11/2018 609-49750-425100 312728 resale - liquor credit inv. #2450294 -48.00 12/11/2018 609-49750-425100 312728 freight credit inv. #2450294 -1.49 12/11/2018 609-49750-433300 313197 resale - liquor credit inv. #2448342 -46.00 12/11/2018 609-49750-425100 Check Total: 18,598.04 Vendor: 4564 POLE PAINTING PLUS, INC Check Sequence: 62 ACH Enabled: False 1557 (38) Streetscape Poles Brdwy/Walnut; (27) bridg 10,975.00 12/11/2018 101-43160-440990 Check Total: 10,975.00 Vendor: 1450 RAILROAD MANAGEMENT CO III LLC Check Sequence: 63 ACH Enabled: False 383318 License #301483 3/9/19-3/8/20 18" Storm Wate. 235.41 12/11/2018 101-43130-443990 383319 License #301484 3/9/19-3/8/20 12" Storm Wate 235.41 12/11/2018 101-43130-443990 Check Total: 470.82 Vendor: 4584 MARY RAUSCH Check Sequence: 64 ACH Enabled: False 12/4/2018 Election Judge 2018 (2 addtional hours) 20.00 12/11/2018 101-41410-431990 12/4/2018 Election Judge 2018 - Mileage (22 miles) 11.99 12/11/2018 101-41410-433100 Check Total: 31.99 Vendor: 4575 REPLENISHMENT SOLUTIONS LLC Check Sequence: 65 ACH Enabled: True 2115086 resale - soda pop 78.00 12/11/2018 609-49750-425400 Check Total: 78.00 Vendor: 5143 DAVID RILEY Check Sequence: 66 ACH Enabled: False 11/28/2018 Escrow Refund - 8623 Elk Ave/Hillside Farms #: 2,000.00 12/11/2018 101-00000-220110 Check Total: 2,000.00 AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1474 PATRICIAA SALZWEDEL Check Sequence: 67 ACH Enabled: True 12/4/2018 Semi Monthly Contract Payment 1,593.75 12/11/2018 101-42700-431200 Check Total: 1,593.75 Vendor: 4981 STEVE SCHILLEWAERT Check Sequence: 68 ACH Enabled: False 111829 Hillside Cemetery- blew out leaves/debris- haule 400.00 12/11/2018 101-45201-431050 Check Total: 400.00 Vendor: 4719 SCHMITZ EXCAVATING Check Sequence: 69 ACH Enabled: True Refund Permit refund water use permit- deposit $1500442.67 u 1,500.00 12/11/2018 601-00000-220111 Refund Permit refund water use permit- deposit $1500-$42.67 a -39.76 12/11/2018 601-49440-371100 Refund Permit refund water use permit- deposit $1500-$42.67 a -2.91 12/11/2018 601-00000-208100 Check Total: 1,457.33 Vendor: 2192 SERVICEMASTER OF ST CLOUD INC Check Sequence: 70 ACH Enabled: False 134925 Cleaning Services - Nov 2018 - MCC 4,193.00 12/11/2018 226-45126-431100 134925 Cleaning Services - Nov 2018 - City Hall 718.00 12/11/2018 101-41940-431100 134925 Cleaning Services - Nov 2018 - Head End 606.38 12/11/2018 656-00000-202099 134925 Cleaning Services - Nov 2018 - Prairie Center 536.00 12/11/2018 101-41941-431100 134925 Cleaning Services - Nov 2018 - Library 1,769.62 12/11/2018 101-45501-431100 Check Total: 7,823.00 Vendor: 1490 CYNTHIA R SIMPSON Check Sequence: 71 ACH Enabled: False 965227 Nov. 2018 cleaning service- Fire 100.00 12/11/2018 101-42200-431100 Check Total: 100.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS; Check Sequence: 72 ACH Enabled: False 1755678 resale - liquor 1,659.99 12/11/2018 609-49750-425100 1755678 freight 17.18 12/11/2018 609-49750-433300 1755679 freight 12.72 12/11/2018 609-49750-433300 1755679 resale - wine 734.00 12/11/2018 609-49750-425300 1758037 resale - liquor 2,346.40 12/11/2018 609-49750-425100 1758037 freight 30.80 12/11/2018 609-49750-433300 1758038 freight 42.00 12/11/2018 609-49750-433300 1758038 resale - wine 2,384.28 12/11/2018 609-49750-425300 Check Total: 7,227.37 Vendor: 2564 SPORTS PRO LLC Check Sequence: 73 ACH Enabled: True AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 648 Parts - Used Set of Crank Arms and Pedals for R 120.00 12/11/2018 226-45126-422990 Check Total: 120.00 Vendor: 1543 US BANK TRUST SERVICES Check Sequence: 74 ACH Enabled: False 5186501 G.O. Bonds 2015B Paying Agent Fee 11/1/18 - 1 500.00 12/11/2018 319-47000-462010 Check Total: 500.00 Vendor: 4774 SALLY VANBROCKLIN Check Sequence: 75 ACH Enabled: False 12/5/2018 12/3/18 Perform Indoor Famers Market - Music 125.00 12/11/2018 101-45204-431990 Check Total: 125.00 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 76 ACH Enabled: True 2259411 resale - soda pop 343.55 12/11/2018 609-49750-425400 2259504 resale - soda pop 279.60 12/11/2018 609-49750-425400 Check Total: 623.15 Vendor: 1684 VINOCOPIA Check Sequence: 77 ACH Enabled: True 220787 resale -liquor 198.25 12/11/2018 609-49750-425100 220787 freight 5.00 12/11/2018 609-49750-433300 221206 resale -liquor 94.75 12/11/2018 609-49750-425100 221206 freight 2.50 12/11/2018 609-49750-433300 221207 resale -liquor 304.50 12/11/2018 609-49750-425100 221207 resale- wine 940.57 12/11/2018 609-49750-425300 Check Total: 1,545.57 Vendor: 5142 WANCO, INC. Check Sequence: 78 ACH Enabled: True 24139 Engine 4 -arrow board repair 200.00 12/11/2018 101-42200-440500 Check Total: 200.00 Vendor: 1567 WES OLSON ELECTRIC LLC Check Sequence: 79 ACH Enabled: False 8933 Labor - Well #1 tripping 160.00 12/11/2018 601-49440-440600 8933 Materials- Well #1 trip -relay 3 pole; 11pt socket 43.50 12/11/2018 601-49440-440600 Check Total: 203.50 Vendor: 1572 THE WINE COMPANY Check Sequence: 80 ACH Enabled: True 89876 resale- wine 440.00 12/11/2018 609-49750-425300 89876 freight 8.40 12/11/2018 609-49750-433300 AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 13 Invoice No Description Check Total: Vendor: 1573 WINE MERCHANTS INC 7211669 resale- wine 7211669 freight Check Total: Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH December December 2018 - Deputies Contract Check Total: Vendor: 1580 WRIGHT COUNTY JOURNAL PRESS 11/30/18 ad# 6119730 30% off Wine 11/4/18 Amount Payment Date Acct Number 448.40 Check Sequence: 81 1,468.62 12/11/2018 609-49750-425300 27.57 12/11/2018 609-49750-433300 1,496.19 Check Sequence: 82 105,120.00 12/11/2018 101-42100-430500 105,120.00 Check Sequence: 83 599.00 12/11/2018 609-49754-434990 599.00 Check Total: Vendor: 1584 WSB & ASSOCIATES INC 002596-010 46 General Engineering Services Phase 7 - Oct 201 002596-010 46 General Engineering Services Phase 7 - Oct 201 002596-010 46 General Engineering Services Phase 7 - Oct 201 002596-010 46 General Engineering Services Phase 8 - Oct 2011 002596-030 34 Maps - Oct 2018 002596-300 16 16C004 - CR 39/Gillard Ave Intersection ImproN 002596-310 9 FEMA Mapping Assistance - Oct 2018 002596-360 25 16C003 - 2017 Street Improvements - Oct 2018 002596-400 21 16C006 - Fallon Ave Improvements - Oct 2018 R010149-000 10 17D004 - Autumn Ridge 3rd Addition Replat - C R010438-000 16 17C001 - Chelsea Road Utility & Street Improve R010663-000 6 18D003 - Carlisle Village 6th Addition - Oct 201 R011121-000 10 2018 Economic Development Services - Oct 201 R011473-000 9 18C001 - 2018 Pedestrian Improvements - Oct 2 R011744-000 7 16C001 - BCOL Phase 1 Design - Oct 2018 R012098-000 7 18C002 - 2018 Street Lighting Project - Oct 201' R012157-000 5 18C003 - Oakwood Industrial Park 4th Addition R012297-000 5 18C004 PRELIM - Pioneer Park Splash Pad Stu( R012471-000 4 18D002 - Haven Ridge EAW - Oct 2018 R012658-000 3 2018 Pavement Management Services - Oct 201 R012707-000 1 DataLink Migration & Maintenance Add On - O R012792-000 2 201838 - Headwaters Senior Living Plan Review R012860-000 2 Engstrom Wetland Bank - Oct 2018 R012895-000 1 201844 - Trident-Mielke Concept Plan Review - Amount Payment Date Acct Number 448.40 Check Sequence: 81 1,468.62 12/11/2018 609-49750-425300 27.57 12/11/2018 609-49750-433300 1,496.19 Check Sequence: 82 105,120.00 12/11/2018 101-42100-430500 105,120.00 Check Sequence: 83 599.00 12/11/2018 609-49754-434990 599.00 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 14 Check Sequence: 84 2,740.00 12/11/2018 101-43111-430300 2,740.00 12/11/2018 601-49440-430300 2,740.00 12/11/2018 602-49490-430300 1,154.50 12/11/2018 101-43111-430300 620.00 12/11/2018 101-43111-430300 504.00 12/11/2018 400-43300-459017 215.25 12/11/2018 101-43111-430300 538.75 12/11/2018 400-43300-459016 147,550.00 12/11/2018 400-43300-459018 168.00 12/11/2018 101-00000-220110 12,966.00 12/11/2018 400-43300-459019 20,576.25 12/11/2018 101-00000-220110 3,148.00 12/11/2018 213-46301-431990 163.00 12/11/2018 400-43300-430300 27,814.26 12/11/2018 229-45202-453011 452.50 12/11/2018 245-43162-453010 866.00 12/11/2018 400-43300-452010 1,245.50 12/11/2018 229-45202-431990 1,204.00 12/11/2018 101-00000-220110 182.50 12/11/2018 101-43111-430300 3,750.00 12/11/2018 702-00000-431990 326.00 12/11/2018 101-00000-220110 640.00 12/11/2018 101-43111-430300 1,368.25 12/11/2018 101-00000-220110 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 14 Invoice No R012967-000 1 Description Amount Payment Date Acct Number Reference 201847 - Lake Region RV Plan Review - Oct 20 1,271.00 12/11/2018 101-00000-220110 Check Total: 234,943.76 Total for Check Run: 720,551.86 Total of Number of Checks: 84 The preceding list of bills payable was reviewed and approved for payment. Date: 12/10/18 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (12/05/2018 - 12:23 PM) Page 15 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 12/03/2018 - 10:30AM Batch: 00215.11.2018 - 215.11.2018 Xcel Invoice No Description Amount Payment Date Acct Number Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 11/30/2018 5843395-4 - DMV 16.98 11/30/2018 217-41990-438100 11/30/2018 5863599-6 - Animal Shelter 20.85 11/30/2018 101-42700-438100 11/30/2018 5806932-9 - Parks 16.98 11/30/2018 101-45201-438100 11/30/2018 5821009-5 - Fire Station 65.37 11/30/2018 101-42200-438100 11/30/2018 5864452-7 - Library 82.18 11/30/2018 101-45501-438100 11/30/2018 5788570-9 - Hi Way Liquor 51.49 11/30/2018 609-49754-438100 11/30/2018 5768542-2 - City Hall 121.32 11/30/2018 101-41940-438100 11/30/2018 5768542-2 - MCC 2,805.42 11/30/2018 226-45126-438100 11/30/2018 5768542-2 - Senior Center 45.49 11/30/2018 101-45175-438100 11/30/2018 5768542-2 - National Guard 60.66 11/30/2018 101-42800-438100 11/30/2018 5828859-8 - Storage Garage 16.98 11/30/2018 101-41940-438100 11/30/2018 8235331-9 - Prairie Center 44.95 11/30/2018 101-41941-438100 11/30/2018 8235333-5 - Prairie Center (U FAB) 25.60 11/30/2018 101-41941-438100 11/30/2018 8000015233-2 - WWTP 2,399.44 11/30/2018 602-49480-438100 11/30/2018 5799425-3 - Public Works 95.88 11/30/2018 101-43127-438100 11/30/2018 5799427-9 - Public Works 25.07 11/30/2018 101-43127-438100 11/30/2018 5820786-1- Public Works 23.77 11/30/2018 101-43127-438100 11/30/2018 5837384-6- Public Works 70.55 11/30/2018 101-43127-438100 11/30/2018 6401688436-9 - 103 Pine St 32.50 11/30/2018 213-46522-438100 Check Total: 6,021.48 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 2 October Oct Sales Tax - Hi Way Liquor 45,259.83 11/30/2018 609-00000-208100 October Oct Sales Tax - Hi Way Liquor 0.17 11/30/2018 609-49750-443990 October Oct Use Tax - Hi Way Liquor 12.46 11/30/2018 609-49754-421990 October Oct Use Tax - Hi Way Liquor 0.54 11/30/2018 609-49750-443990 October Oct Sales Tax - General 56.50 11/30/2018 101-00000-208100 October Oct Sales Tax - General -0.50 11/30/2018 101-00000-362900 October Oct Waste Tax - General 100.29 11/30/2018 101-00000-208120 October Oct Waste Tax - General -1.29 11/30/2018 101-00000-362900 October Oct Sales Tax - MCC 5,660.05 11/30/2018 226-00000-208100 Moiiii6effo Y Reference ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (12/03/2018 - 10:30 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference October Oct Sales Tax - MCC -0.05 11/30/2018 226-45122-362900 October Oct Sales Tax - Water 1,932.59 11/30/2018 601-00000-208100 October Oct Sales Tax - Water 0.41 11/30/2018 601-49440-443990 Check Total: 53,021.00 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 3 ACH Enabled: True UB 7256-005 Correction- service dates 8/1-31/2018- payment 14.38 11/30/2018 213-46301-438200 Check Total: 14.38 Vendor: 4470 US BANK - BONDS Check Sequence: 4 ACH Enabled: True 1293716 GO WWTP Bonds 2013B - Interest 29,898.75 11/30/2018 602-49480-461100 1293716 GO WWTP Bonds 2013B - Principal 185,000.00 11/30/2018 602-00000-231100 Check Total: 214,898.75 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 5 ACH Enabled: True November 2018 Wells Fargo account interest earnings -413.15 11/30/2018 101-00000-362110 November 2018 Wells Fargo account bank charges 1,370.35 11/30/2018 101-41520-443980 November 2018 MCC CC Fees (WF - Front Desk- 0997) 1,168.46 11/30/2018 226-45122-443980 November 2018 MCC CC Fees (WF - Online- 0996) 23.00 11/30/2018 226-45122-443980 November 2018 MCC CC Fees (iAccess - Farmers Mkt -1476) 69.57 11/30/2018 226-45127-431992 November 2018 Liquor Store CC Fees (WF - 0990) 6,165.78 11/30/2018 609-49754-443980 November 2018 City Hall CC Fees (WF - 0999) 240.49 11/30/2018 101-41520-443980 November 2018 Utility CC Fees (Bluefin) 1,066.36 11/30/2018 601-49440-443980 November 2018 Utility CC Fees (Bluefin) 1,066.36 11/30/2018 602-49490-443980 November 2018 Utility CC Fees (AmEx) 70.30 11/30/2018 602-49490-443980 November 2018 Utility CC Fees (AmEx) 70.29 11/30/2018 601-49440-443980 November 2018 MCC ACH Returns 11/2018 459.25 11/30/2018 226-00000-115031 Check Total: 11,357.06 Vendor: 1565 WELLS FARGO CORP TRUST SERVICE Check Sequence: 6 ACH Enabled: True 11/30/2018 Additional Investment to 4M 5,000,000.00 11/30/2018 955-00000-104010 Check Total: 5,000,000.00 Vendor: 1585 XCEL ENERGY Check Sequence: 7 ACH Enabled: True 11/30/2018 51-6572904-0 - WWTP 12,774.90 11/30/2018 602-49480-438100 11/30/2018 51-6505905-0 - Water 8,886.51 11/30/2018 601-49440-438100 11/30/2018 51-6505906-1 - Sewer 275.99 11/30/2018 602-49490-438100 11/30/2018 51-0395766-0 - Pumphouse Ransey 13600 kWh 2,544.01 11/30/2018 601-49440-438100 11/30/2018 51 -4271112 -2 -Library 911.53 11/30/2018 101-45501-438100 AP -Computer Check Proof List by Vendor (12/03/2018 - 10:30 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 11/30/2018 51-6505907-2 - Parking Lots (3) auto protective 75.03 11/30/2018 101-43160-438100 11/30/2018 51-6505907-2 - Parking Lots 73.81 11/30/2018 101-43160-438100 11/30/2018 51-6505909-4 - DMV & Food Shelf 223.02 11/30/2018 217-41990-438100 11/30/2018 51-6505910-7 - Liquor Store 1,958.88 11/30/2018 609-49754-438100 11/30/2018 51-6505911-8 -City Hall 1,614.30 11/30/2018 101-41940-438100 11/30/2018 51-6505911-8 - MCC 7,311.82 11/30/2018 226-45126-438100 11/30/2018 51-6505911-8 - Senior Center 379.83 11/30/2018 101-45175-438100 11/30/2018 51-6505911-8 - National Guard 189.92 11/30/2018 101-42800-438100 11/30/2018 51-6505912-9 - Animal Shelter 128.29 11/30/2018 101-42700-438100 11/30/2018 51-6505913-0 - Fire Station 592.28 11/30/2018 101-42200-438100 11/30/2018 51-6505914-1 - Shop/Garage 1,108.60 11/30/2018 101-43127-438100 11/30/2018 51-6505915-2 - Parks 8/4-10/2 548.04 11/30/2018 101-45201-438100 11/30/2018 51-6505915-2 - Water - skating rink 8/4-10/2 56.15 11/30/2018 601-49440-438100 11/30/2018 51-6505915-2 - NSP Ballfields consc. & Sec. Lij 97.97 11/30/2018 101-45203-438100 11/30/2018 51-6505915-2 - NSP Softball Assoc. 8/4-10/2 668.29 11/30/2018 101-45203-438100 11/30/2018 51-6505915-2 - NSP Softball Assoc. 10/2-31/18 219.33 11/30/2018 101-45203-438100 11/30/2018 51-6505915-2 - NSP Ballfields consc. & Sec. Lip 17.04 11/30/2018 101-45203-438100 11/30/2018 51-6505915-2 - Water - skating rink 10/2-31/18 67.08 11/30/2018 601-49440-438100 11/30/2018 51-6505915-2 - Parks 10/2-31/18 605.15 11/30/2018 101-45201-438100 11/30/2018 51-6505916-3 - Street Lights 9/3-10/2/18 12,682.65 11/30/2018 101-43160-438100 11/30/2018 51-0371645-4 - Swan Cam 18.01 11/30/2018 101-45201-438100 11/30/2018 51-7780310-4 - Bldg. Inspection Garage 33.71 11/30/2018 101-41940-438100 11/30/2018 51-93914373-3 - 118 W. 6th St. Bldg. 398.15 11/30/2018 101-41941-438100 11/30/2018 51-0012333444-6 - 103 Pine St- EDA 9/3-10/2/2 158.50 11/30/2018 213-46301-461500 11/30/2018 51-0012333444-6 - 103 Pine St- EDA 10/2-10/2: 105.66 11/30/2018 213-46301-461500 11/30/2018 ZZZNEP-IMPLEM- 51-6505908-3 Civil Defens 17.31 11/30/2018 101-42500-438100 Check Total: 54,741.76 Total for Check Run: 5,340,054.43 Total of Number of Checks: 7 The preceding list of bills payable was reviewed and approved for payment. Date: 12/10/18 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (12/03/2018 - 10:30 AM) Page 3 City Council Agenda 12/10/2018 2B. Consideration of approving new hires and departures for Citv departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. By ratifying departures, the council also approves the expenditure for final amounts due to terminated and otherwise departing employees. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #l, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new/terminated employees Name Chris Rucker Chad Hadley Dakotah Ernst Jack Meyer Scott lano Margaret Paumen Name Marli Meilahn NEW EMPLOYEES Title Department Hire Date Class Parks Worker Parks 11/26/2018 Temporary Streets Operator Streets 11/26/2018 Temporary Streets Worker Streets 11/26/2018 Temporary Rink Attendant Parks 12/15/2018 Seasonal Rink Attendant Parks 12/15/2018 Seasonal Rink Attendant Parks 12/15/2018 Seasonal TERMINATING EMPLOYEES Reason Department Voluntary MCC New Hire and Terms City Council 2018.xlsx: 12/4/2018 Last Day Class 11/20/18 PT City Council Agenda: 12/10/2018 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 is selling approximately 800 feet of hose that is being replaced. Al. Budget Impact: Varies by the value of the property. A2. Staff Work Load Impact: Depends on the value of the property. Some items will be shopped as salvage; other items may go to auction or sold via formal bids or informal bids. State contracting laws will govern in absence of city policy. B. ALTERNATIVE ACTIONS: 1. Motion to approve the sale or disposal of surplus property as identified on the attached lists. 2. Motion to deny the sale or disposal of surplus property as recommended. C. RECOMMENDATION: Staff Recommends Option 1 to approve the sale or disposal of surplus property as identified. D. SUPPORTING DATA: A. Surplus List 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. 800 feet of old fire hose various sizes. B. C. 8. $0-$100 A. B. C. Date: 12/10/2018 City Council Agenda: 12/10/2018 2D. Consideration to call for a special meeting on December 28, 2018 for approval of bills (WO) A. REFERENCE AND BACKGROUND: Since the City Council only meets once in December, a special council meeting has been held in the past to approve one last check run for the year. This last check run is necessary to pay vendors in a timely manner and to avoid interest charges, late fees, and/or penalties on bills received after the December meeting and due prior to the first meeting in January. This special meeting could be held at the start of the day or at the end of the day. The staff is recommending Friday, December 28, at 7:30 a.m. for this meeting. Al. Budget Impact: By holding a special meeting, this would avoid the City having to pay some interest or late fees on bills that would be received after the December 10 Council meeting and due prior to the first Council meeting in January. A2. Staff Workload Impact: None. B. ALTERNATIVE ACTIONS: 1. Motion to call for a Special Council Meeting on Friday, December 28, 2018, at 7:30 a.m. for the purpose of approving bills. 2. Motion for other. C. STAFF RECOMMENDATION: The City staff supports Alternative #1. D. SUPPORTING DATA: • None City Council Agenda: 12/10/2018 2E. Consideration of approving an amendment to schedule of business hours to allow for half-dav closure for the DMV on Mondav, December 24, 2018. (CG) A. REFERENCE AND BACKGROUND: City Council is asked to approve a half-day closure of the DMV on Monday, December 24, 2018. The adopted 2018 Schedule of City Facility Business Hours shows the DMV open all day. This was an undetected error. In the past the DMV has been closed for half a day on December 24. Al. Budget Impact: None. A2. Staff Workload: None. ALTERNATIVE ACTIONS: 1. Motion to approve a half-day closure of the DMV on Monday, December 24, 2018. 2. Motion to deny approval. B. STAFF RECOMMENDATION: Staff recommends Alternative #1 to approve a half-day closure of the DMV on Monday, December 24, 2018. C. SUPPORTING DATA: • 2018 Schedule of Facility Business Hours 1 Monticello 2018 SCHEDULE OF CITY FACILITY BUSINESS HOURS Policy: Modifications require City Council approval. Decisions to close facilities due to inclement weather (or other reasons) to be made by the city administrator after consultation with the department head and mayor. FiberNet Monticello hours are available at www.fibernetmonticello.com. Public Works 2018 Standard Hours City Hall Office DMV Liquor Store MCC Monday - Thursday / Friday 8am - 4:30pm 7:00am - 3:30pm 8am - 4:30pm 9am - 10pm 5am - 10pm / 5am - 9pm Saturday / Summer Hours Closed Closed 8am - 12pm 9am - 10pm 7am - 9pm / 7am - 8pm Sunday / Summer Hours Closed Closed Closed 11 am - 6pm 7am - 8pm / 7am - 4pm Public Works 2018 Holiday Hours Holiday falls on: City Hall Office DMV Liquor Store MCC New Year's Eve Sun 12/31/2017 Closed Closed Closed Standard Standard New Year's Day Mon 1/1/2018 Closed Closed Closed 9am - 6pm 7am - 10 pm Martin Luther King, Jr. Day Mon 1/15/2018 Closed Closed Standard Standard Standard Hi -Way Liquors Inventory Sun 2/11/2018 Closed Closed Closed Closed Standard Presidents Day Mon 2/19/2018 Closed Closed Standard Standard Standard Easter Sunday Sun 4/1/2018 Closed Closed Closed Closed Closed Memorial Day Mon 5/28/2018 Closed Closed Closed 9am - 6pm Closed Independence Day Wed 7/4/2018 Closed Closed Closed 9am - 6pm Closed Labor Day Mon 9/3/2018 Closed Closed Closed 9am - 6pm Closed Columbus Day Mon 10/8/2018 Standard Standard Standard Standard Standard Veterans Day Sun 11/11/2018 Closed Closed Closed Standard Standard Day After Veterans Day Mon 11/12/2018 Closed Closed Standard Standard Standard Thanksgiving Thu 11/22/2018 Closed Closed Closed Closed Closed Day After Thanksgiving Fri 11/23/2018 Closed Closed Standard Standard Standard Christmas Eve Mon 12/24/2018 Closed Closed Standard 9am - 4pm 5am - 2pm Christmas Day Tue 12/25/2018 Closed Closed Closed Closed Closed New Year's Eve Mon 12/31/2018 Standard Standard Standard Standard Standard New Year's Day Tue 1/1/2019 Closed Closed Closed 9am - 6pm 7am - 10 pm Policy: Modifications require City Council approval. Decisions to close facilities due to inclement weather (or other reasons) to be made by the city administrator after consultation with the department head and mayor. FiberNet Monticello hours are available at www.fibernetmonticello.com. City Council Agenda: 12/10/2018 2F. Consideration of approving the 2019 Regularly Scheduled Council and Commission meetings (JO/JS) A. REFERENCE AND BACKGROUND: City Council is asked to approve the enclosed schedule for 2019 Regular Council and Commission meetings. This includes meetings for commissions and boards that exist by city ordinance or state statute. The schedule includes adjustments for holidays or other dates restricted by law. If approved, these dates and times will become the official meeting dates and times and will be made available to the public. Al. Budget Impact: NA A2. Staff Workload Impact: Staff will post the schedule on the city's website and bulletin board after approval. B. ALTERNATIVE ACTIONS: 1. Motion to approve the 2019 Regularly Scheduled Council and Commission meetings as presented. 2. Motion to deny the 2019 meeting schedule at this time. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. According to Minnesota Statutes, City Council shall keep a schedule of its regular meeting dates and times on file at city hall and available to the public. If there are any changes or special meetings which come up during the year, those would be posted according to the open meeting law. D. SUPPORTING DATA: • Proposed 2019 Regularly Scheduled Council and Commission meeting calendar Regularly Scheduled Meetings of Council and Appointed Commissions - 2019 Citv Planning Bertram Economic CITY OF Holiday Hwy 25Council Economic Commission Chain of Lakes Development 6:30PM 1 • Authority AMo4ieffo6 7:30AM 6PM Advisory SAM 6PM Monticello I Parks & Ree Fire Relief Library Board OCommittee Commission Meeting 5:30PM 7AM 9:15AM 7PM Annexation Ar oalitioIP January 2019 February 2019 March 2019 April 2019 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat 1 jr 3 4 5 I 1 1 2 I 1 1 2 1 7r13 4 5 6 6 7 8 9 11 12 3 4 6 7 8 9 3 46 7 8 9 7 8 9 10 12 13 13 14 115 17 118 19 10 11 12 13 15 16 10 11 12 I�m 15 16 14 15 16 18 19 20 20 21 22 23 24 25 26 17 18 19. 21 22 23 17 18 19 21 22 23 21 22 23 24 26 27 27 28 29 30 24 25 26 27 24 25 26 127 29 30 28 29 130 May 2019 June 2019 July 2019 August 2019 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue We Thu Fri Sat 1 2 3 4 I I I 11 1 )2324 4 5 6 1 1 11 2 3 5 6 8 10 11 2 3 5 6 7 8 7 8 12 13 4 5 1/1 7 9 10 12 13 14 16 117 18 9 10 11 12 14 15 14 15 18 19 20 11 12 13 k2- 16 17 19 20-.. 21 22 23 24 25 16 17 18 20 121 22 21 22 26 27 18 19. 2023 24 26 27 28 29 1 31 23 so 24 25 26 28 29 28 29 30 31 25 126 127 30 31 September 2019 October 2019 November 2019 December 2019 Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat MEAMIN 9 11 12 3 MEM 8 9 8 9 10 a MEMO, 13 14 20 21 13 14 115 17 ®® 18 19 ® 26 11 12 13 15 16 15 16 17 27 28 20 21 22 6 7 11 12 13 14 15 1 1 1 2 1 2 VI 4 15 16 17 13 14 6 7 18 9 11 12 3 5 6 7 8 9 8 9 10 11 13 14 20 21 13 14 115 17 18 19 10 18 19 20 21 11 12 13 15 16 15 16 17 27 28 20 21 22 23 25 26 17 19 22 23 22 23 24 27 28 18. 25 27 28 27 128 129 30 24 25 26 29 130 29 30 31 Regularly scheduled meetings are sometimes rescheduled. Notice of meeting changes are posted 72 hours in advance on the Official City Government bulletin board in compliance with open meeting law. City Council Agenda: 12/10/2018 2G. Consideration to approve Citv Facilitv Business Hours for 2019 (JS) A. REFERENCE AND BACKGROUND: City Council is asked to review the attached table that identifies hours of operation and holiday schedule for each city facility serving the public. This schedule is reviewed annually for changes to be approved by Council. Please note that Hi -Way Liquors will be closed on February 10 for inventory and on Easter Sunday — April 21. Al. Budget Impact: NA A2. Staff Workload Impact: NA B. ALTERNATIVE ACTIONS: 1. Motion to approve the City Facility Business Hours schedule for 2019 as presented. 2. Motion to modify the hours of operation in some other manner. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: • Proposed City Facility Business Hours schedule for 2019 1 Monticello 2019 SCHEDULE OF CITY FACILITY BUSINESS HOURS Policy: Modifications require City Council approval. Decisions to close facilities due to inclement weather (or other reasons) to be made by the city administrator after consultation with the department head and mayor. FiberNet Monticello hours are available at www.fibernetmonticello.com. Public Works 2019 Standard Hours City Hall Office DMV Liquor Store MCC Monday - Thursday / Friday 8am - 4:30pm 7:00am - 3:30pm 8am - 4:30pm 9am - 10pm 5am - 10pm / 5am - 9pm Saturday / Summer Hours Closed Closed 8am - 12pm 9am - 10pm 7am - 9pm / 7am - 8pm Sunday / Summer Hours Closed Closed Closed 11 am - 6pm 7am - 8pm / 7am - 4pm Public Works 2019 Holiday Hours Holiday falls on: City Hall Office DMV Liquor Store MCC New Year's Eve Mon 12/31/2018 Standard Standard Standard Standard Standard New Year's Day Tues 1/1/2019 Closed Closed Closed 9am - 6pm 7am - 10 pm Martin Luther King, Jr. Day Mon 1/21/2019 Closed Closed Standard Standard Standard Hi -Way Liquors Inventory Sun 2/10/2019 Closed Closed Closed Closed Standard Presidents Day Mon 2/18/2019 Closed Closed Standard Standard Standard Easter Sunday Sun 4/21/2019 Closed Closed Closed Closed Closed Memorial Day Mon 5/27/2019 Closed Closed Closed 9am - 6pm Closed Independence Day Thu 7/4/2019 Closed Closed Closed 9am - 6pm Closed Labor Day Mon 9/2/2019 Closed Closed Closed 9am - 6pm Closed Columbus Day Mon 10/14/2019 Standard Standard Standard Standard Standard Veterans Day Mon 11/11/2019 Closed Closed Standard Standard Standard Thanksgiving Thu 11/28/2019 Closed Closed Closed Closed Closed Day After Thanksgiving Fri 11/29/2019 Closed Closed Standard Standard Standard Christmas Eve Tue 12/24/2019 8am - Noon 7-1 lam 8am -Noon 9am - 4pm 5am - 2pm Christmas Day Wed 12/25/2019 Closed Closed Closed Closed Closed New Year's Eve Tue 12/31/2019 Standard Standard Standard Standard 5am - 9pm New Year's Day Wed 1/1/2020 Closed Closed Closed 9am - 6pm 7am - 10 pm Policy: Modifications require City Council approval. Decisions to close facilities due to inclement weather (or other reasons) to be made by the city administrator after consultation with the department head and mayor. FiberNet Monticello hours are available at www.fibernetmonticello.com. City Council Agenda: 12/10/2018 2H. Consideration of approving an application for a temporary charitable gambling, permit for a raffle to be conducted by the Swan River PTO on April 13, 2019 (JS) A. REFERENCE AND BACKGROUND: The Swan River PTO has applied for a temporary charitable gambling permit for a raffle to be held on April 13, 2019, in conjunction with their annual Breakfast with the Bunny event. To receive a permit from the State, the City must approve the application. In the past the City has not opposed these exempt gambling license applications for charitable events. B. ALTERNATIVE ACTIONS: 1. Approve the application for a charitable gambling permit for a raffle to be conducted by the Swan River PTO at the Monticello Community Center on April 13, 2019. 2. Do not approve the application for a charitable gambling permit. C. STAFF RECOMMENDATION: Staff supports Alternative #1. D. SUPPORTING DATA: • Application for Exempt Gambling Permit — Swan River PTO MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit 11/17 Page 1 of 2 An exempt permit may be issued to a nonprofit Application Fee (non-refundable) organization that: Applications are processed in the order received. If the application • conducts lawful gambling on five or fewer days, and is postmarked or received 30 days or more before the event, the • awards less than $50,000 in prizes during a calendar application fee is $100; otherwise the fee is $150. year. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651-539-1900. service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organization Previous Gambling Name: Swan River PTO Permit Number: X93339-18-005 Minnesota Tax ID Federal Employer ID Number, if any: 5202141 Number (FEIN), if any: 86-1148067 Mailing Address: 500 Maple Street City: Monticello State: MN Zip: 55362 County: Wri ht Name of Chief Executive Officer (CEO): Krista Krautbauer (President) CEO Daytime Phone: 320.493.7079 CEO Email: swanriverpto@gmail.com (permit will be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious Veterans Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) ❑✓ A current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 F-1 IRS income tax exemption (501(c)) letter in your organization's name Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. F-1 IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing will take place): Monticello Community Center Physical Address (do not use P.O. box): 505 Walnut Street Check one: 0 City: Monticello FITownship: Zip: 55362 Zip: Date(s) of activity (for raffles, indicate the date of the drawing): April 13, 2019 County: Wriaht County: Check each type of gambling activity that your organization will conduct: =Bingo =Paddlewheels = Pull -Tabs =Tipboards 7V Raffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov/gcb and click on Distributors under the List of Licensees tab, or call 651-539-1900. LG220 Application for Exempt Permit 11/17 Page 2 of 2 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL for a gambling premises located within city limits COUNTY APPROVAL for a gambling premises located in a township The application is acknowledged with no waiting period. The application is acknowledged with no waiting period. The application is acknowledged with a 30 -day waiting The application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to issue a permit after (60 days for a 1st class city). 30 days. The application is denied. Ohe application is denied. Print City Name: Signature of City Personnel: Print County Name: Signature of County Personnel: Title: Date: Title: Date: TOWNSHIP (if required by the county) On behalf of the township, I acknowledge that the organization is applying for exempted gambling activity within the township The city or county must sign before limits. (A township has no statutory authority to approve or submitting application to the deny an application, per Minn. Statutes, section 349.213.) Gambling Control Board. Print Township Name: Signature of Township Officer: Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this applicat&urem ' tete and accurate to the best of my knowledge. I acknowledge that :he financial report will be completed and returned to thin 30 days of the event date. `1 Chief Executive Officer's Signature: Date: (Sig be EO's signature; designee may not sign) AI Print Name: �,X\'�A �:4 reit 1 v 1 It we r REQUIREMENTS I MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: • all gambling conducted on two or more consecutive days; or • all gambling conducted on one day. Only one application is required if one or more raffle drawings are conducted on the same day. Financial report to be completed within 30 days after the gambling activity is done: A financial report form will be mailed with your permit. Complete and return the financial report form to the Gambling Control Board. Your organization must keep all exempt records and reports for 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). Data privacy notice: The information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to determine your organization's qualifications to be involved in lawful gambling activities in Minnesota. Your organization has the right to refuse to supply the information; however, if your organization refuses to supply this information, the Board may not be able to determine your organization's qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process the Mail application with: a copy of your proof of nonprofit status; and application fee (non-refundable). If the application is postmarked or received 30 days or more before the event, the application fee is $100; otherwise the fee is $150. Make check payable to State of Minnesota. To: Minnesota Gambling Control Board 1711 West County Road B, Suite 300 South Roseville, MN 55113 Questions? Call the Licensing Section of the Gambling Control Board at 651-539-1900. application. Your organization's name and address will be public information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board issues the permit, all information provided will become public. If the Board does not issue a permit, all information provided remains private, with the exception of your organization's name and address which will remain public. Private data about your organization are available to Board members, Board staff whose work requires access to the information; Minnesota's Depart- ment of Public Safety; Attorney General; Commissioners of Administration, Minnesota Management & Budget, and Revenue; Legislative Auditor, national and international gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; individuals and agencies for which law or legal order authorizes a new use or sharing of information after this notice was given; and anyone with your written consent. This form will be made available in alternative format (i.e. large print, braille) upon request. An equal opportunity employer City Council Agenda: 12/10/2018 2I. Consideration of approving a transfer of an on -sale intoxicating liquor license for River City Lanes Inc., dba River Citv Extreme to Triple Shift Entertainment LLC, dba River Citv Extreme located at 3875 School Blvd. (JS) A. REFERENCE AND BACKGROUND: This is an application for the transfer of an on -sale intoxicating liquor license currently held by River City Lanes Inc. Triple Shift Entertainment LLC is purchasing the property and taking over in January. The operation of the business will remain the same as under the previous owner, which includes an on -sale intoxicating liquor license. The application, once approved, will be sent in to the State Alcohol & Gambling Division for their stamp of approval, which allows the license holder to purchase alcohol from approved wholesalers. Al. Budget Impact: All license fees were paid by the current owner for the 2018- 2019 license period. A2. Staff Workload Impact: Minimal staff time involved in processing application B. ALTERNATIVE ACTIONS: 1. Motion to approve the transfer of the on -sale intoxicating liquor license from River City Lanes Inc., dba River City Extreme to Triple Shift Entertainment LLC, dba River City Extreme located at 3875 School Blvd. pending approval by Wright County and the State of Minnesota. 2. Motion to deny the liquor license transfer. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: A. License application B. Certificate of Liability Insurance Aloe"! d CHOI" Edwedo et Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division (AGED) 444 Cedar Street, Suite 222, St. Paul, MN 55101-5133 Telephone 651-201-7507 Fax 651-297-5259 TTY 651-282-6555 Certification of an On Sale Liquor License, 3.2% Liquor license, or Sundav Lialuor License Cities and Counties: You are required by law to complete and sign this form to certify the issuance of the following liquor license types: 1) City issued on sale intoxicating and Sunday liquor licenses 2) City and County issued 3.2% on and off sale malt liquor licenses Name of City or County Issuing Liquor License Monticello License Period From: To: Circle One: New License License Transfer River City Extreme Inc. Suspension Revocation Cancel (former licensee name) (Give dates) License type: (circle all that apply) On Sale Intoxicating Sunday Liquor 3.2% On sale 3.2% Off Sale Fee(s): On Sale License fee:$ Sunday License fee: $ 3.2% On Sale fee: $ 3.2% Off Sale fee: $ Licensee Name: Triple Shift Entertainment LLC DOB Social Security # (corporation, partnership, LLC, or Individual) Business Trade Name River City Extreme Business Address 3875 School Blvd. City Monticello Zip Code 55362 County Wright Business Phone 763-295-3390 Home Phone Home Address 563 Bielenberg Dr., Suite 115 City Woodbury, MN 55125 Licensee's MN Tax ID # 5853606 (To Apply call 651-296-618 1) Licensee's Federal Tax ID # 83-2223600 (To apply call iRS 800-829-4933) if above named licensee is a corporation, partnership, or LLC, complete the following for each partner/officer: Robert James Spigner Partner/Otiicer Name (First Middle Last) DOA Social Security # Home Address (Partner/Officer Name (First Middle Last) Partner/Officer Name (First Middle Last) DUB Social Security # DOB Social Security # Home Address Home Address Intoxicating liquor licensees must attach a certificate of Liquor Liability Insurance to this form. The insurance certificate must contain all of the following: 1) Show the exact licensee name (corporation, partnership, LLC, etc) and business address as shown on the license. 2) Cover completely the license period set by the local city or county licensing authority as shown on the license. Circle One: (Yes No During the past year has a summons been issued to the licensee under the Civil Liquor Liability Law? Workers Compensation Insurance is also required by all licensees: Please complete thfol owin er,Workers Compensation Insurance Company Name; je&+:(- e— .Y►�S Co. V'F Policy # n R 5 d�J d I Certify that this license(s) has been approved in an official meeting by the governing body of the city or county. City Clerk or County Auditor Signature Date (title) On Sale Intoxicating liquor licensees must also purchase a $20 Retailer Buyers Card. To obtain the application for the Buyers Card, please call 651-201-7504, or visit our website at wwwAns.state.mmus. (Forni9011-12/09) ACo 11/01/2018 /® CERTIFICATE OF LIABILITY INSURANCE DATE(Y) THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER I CONTACT Nina Hurst NAME: LSG Insurance Partners I PHCO No. Ext): (248) 748-1174 I FAX, No): (248) 332-6396 'AI2600 S. Telegraph Rd. I E-MAIL nhurst@lsgip.com ADDRESS: Suite 100 I INSURER(S) AFFORDING COVERAGE NAIC # Bloomfield Hills MI 48302-0968 INSURER A : Selective Insurance Cc of America 12572 INSURED INSURER B Triple Shift Entertainment, LLC d/b/a River City Extreme INSURER C: 3875 School Blvd INSURER D: INSURER E: Monticello MN 55362 I INSURER F: COVERAGES CERTIFICATE NUMBER: CL1811122940 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR UBR POLICY EFF POLICY EXP SWVD TYPE OF INSURANCE (MM/DD/YYW) (MM/DD/YYW) LTR NSD POLICY NUMBER LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS -MADE 1-1 OCCUR PREMISES (Ea occurrence) $ _ MED EXP (Any one person) $ _ I PERSONAL&ADV INJURY $ GEN'LAGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $ POLICY H PRO ❑LOC JECT I PRODUCTS - COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ _ (Ea accident) ANYAUTO I BODILY INJURY (Per person) I $ OWNED SCHEDULED I BODILY INJURY I $ _ AUTOS ONLY AUTOS (Per accident) HIRED NON -OWNED PROPERTY DAMAGE $ _ AUTOS ONLY AUTOS ONLY (Per accident) I$ UMBRELLA LIAB OCCUR HCLAIMS-MADE ' EACH OCCURRENCE I $ EXCESS LIAB I AGGREGATE 1$ DED I I RETENTION $ I I $ WORKERS COMPENSATION �/ I XI I I I AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE STATUTE EORH 500,000 I I A N /A WC 9085055 00 12/14/2018 12/14/2019 E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? 500,000 I I (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under 500,000 DESCRIPTION OF OPERATIONS below I E.L. DISEASE - POLICY LIMIT I $ Each Occurrence $1,000,000 Liquor Liability A S 2350053 00 12/14/2018 12/14/2019 Aggregate $2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: River City Extreme, 3875 School Blvd, Monticello, MN 55362 Liquor Liability Automatically Renews, Continuous Until Cancelled CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN The City of Monticello ACCORDANCE WITH THE POLICY PROVISIONS. 505 Walnut St Ste 1 AUTHORIZED REPRESENTATIVE Monticello MN 55362 '�rz� I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD City Council Agenda: 12/10/2018 2J. Consideration of adopting Resolution 2018-94 withdrawing from the Wright County Area Transportation Joint Powers Board (JO/RL) A. REFERENCE AND BACKGROUND: The City Council is asked to adopt Resolution 2018-94 withdrawing from the Wright County Area Transportation (WCAT) Joint Powers Board. Trailblazer Transit will continue to provide service in Monticello, but responsibility for public transit will transition from WCAT to Wright County. Due to the language of the WCAT Joint Powers Agreement, the cities have been asked to withdraw from WCAT as a mechanism to dissolve the organization. Pending this collective step, Wright County will take control of transit on January 1, 2019. The current JPA, adopted by the City Council in December 2017, incorporated Wright County into WCAT and planned to incrementally shift responsibilities from the cities to the county over a period of 5 years. However, in spring 2018 the WCAT board agreed to accelerate the transition. Wright County will replace WCAT on the Trailblazer Transit board and future transit expenses will be the responsibility of the county. In addition, Wright County will create an advisory council to provide a mechanism for cities and townships to make transit recommendations to the Board of Commissioners. The final bylaws for the advisory council are still being determined, but the three cities with the largest ridership are expected to be assured seats on the board. As the city with the second highest ridership, Monticello will have a representative to provide input to the County Board. Al. Budget Impact: Transitioning the responsibility for public transit to the county means the city will no longer be responsible for operations, maintenance, or capital costs. The final financial obligation will be Monticello's 2018 local ridership share, which is payable in 2019. That cost is not expected to exceed $3,500. A2. Staff Workload Impact: None. B. ALTERNATIVE ACTIONS: Motion to adopt Resolution 2018-94 withdrawing from the Wright County Area Transportation Joint Powers Board. 2. Motion to deny adoption of Resolution 2018-94 withdrawing from the Wright County Area Transportation Joint Powers Board. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: A. WCAT JPA B. Resolution 2018-94 WRIGHT COUNTY AREA TRANSPORTATION JOINT POWERS AGREEMENT The parties to this Agreement are municipal corporations under the laws of the State of Minnesota and located in Wright County, Minnesota (the parties to this Agreement are hereafter referred to individually as a "City' or "Wright County" and collectively as the "Cities" or as "governmental units". RECITALS WHEREAS, Minnesota Statute §471.59 authorizes the joint and cooperative exercise of powers common to the governmental units; and WHEREAS, the governmental units desire to provide for an agreement between and among them to establish a joint powers board for Transportation for the purpose of providing a coordinated service delivery and funding source for public transportation; and WHEREAS, each governmental unit has adopted a Resolution finding that it is in the best interests of the citizens of each governmental unit to enter into this Agreement. NOW THEREFORE, IT IS MUTUALLY AGREED AND UNDERSTOOD AS FOLLOWS: 1. General Purpose. Pursuant to the authority of the Joint Powers Act, the governmental units desire and intend to provide affordable Public Transportation to their communities. The goal of the governmental units is to provide people in their communities with mobility and access to employment, community resources, medical care and recreational opportunities, while reducing the impact of road congestion, travel times, air pollution, the cost of road maintenance and repair, and energy and oil consumption for their communities. 2. Joinder of Wright County Political Subdivisions. The undersigned governmental units hereby agree to join together for the purpose of coordinating the delivery of public transportation services and establishing a joint funding source for said services through establishment of a Wright County Area Transportation Joint Powers Board ("WCAT Board"). Any governmental unit seeking to join the WCAT Authority after January 1, 2018, shall do so only on an affirmative vote of a majority of the WCAT Board members. The WCAT Board shall determine voting authority and contribution requirements for any governmental units joining after January 1, 2018. 3. WCAT Board Composition. Each governmental unit shall appoint annually a representative to the WCAT Board. Each governmental unit may appoint an alternate representative who may act in the place and stead of an absent representative from that governmental unit. Members to the board may be appointed or removed at the pleasure of the governmental unit, with each member serving until their successor is appointed and qualified as provided by each governmental unit. Each member shall serve without compensation, health or medical benefits provided by the WCAT Board. 4. Funding. The WCAT Board is authorized to procure such State and Federal funding as is available toward financing the costs of providing public transportation services for the governmental units. a. Wright County shall provide the funding necessary for the WCAT Board share of the Trailblazer Transit operating capital balance. For calendar year 2018, this amount is $600,000. Said amount shall be held in a reserve account by Trailblazer Transit and shall be released from the reserve account only in accordance with the voting and other requirements of the Trailblazer Joint Powers Agreement. b. Wright County shall pay 50% of the WCAT Board's unfunded local share (operating expenses and capital expenditures) in 2018. For 2019, Wright County shall pay 60% of the WCAT Board's unfunded local share (operating expenses and capital expenditures). For 2020, Wright County shall pay 70% of the WCAT Board's unfunded local share (operating expenses and capital expenditures). For 2021, Wright County shall pay 80% of the WCAT Board's unfunded local share (operating expenses and capital expenditures). For 2022, Wright County shall pay 90% of the WCAT Board's unfunded local share (operating expenses and capital expenditures). For each year, each City agrees to pay a proportionate share (the "Pro Rata Share") of the WCAT Board's remaining unfunded operating expenses and capital expenditures, with a cap of $100,000 for the cities' contribution towards operating expenses and a cap of $100,000 for the cities' contribution towards capital expenditures for each year. The pro rata share for each City shall be based upon the number of rides originating in the City during the prior year as compared to the total number of rides originating in all of the Cities during the prior year (the "Ride Share"). 5. Meetings. The WCAT Board shall meet at least annually on a schedule determined by the WCAT Board. All meetings of the WCAT Board shall be conducted in a manner consistent with the Minnesota Open Meeting Law, Minn. Stat. §13D.01, et. seq., as amended. Special meetings may be called by the WCAT Board Chair or upon written request of three (3) or more members of the WCAT Board. Written notice of any special meetings shall be sent to all WCAT Board members and to the City Clerk or County Coordinator of each governmental unit to comply with posting requirements. 6. Powers and Duties. The powers and duties of the WCAT Board include, but are not limited to, expending funds for the purpose of establishing, funding, coordinating, administering and operating a public transportation service including: a. Apply for, receive and expend State and Federal funds available for said purpose, as well as funds from other lawful sources, including fares, donations or gifts for the purpose of providing public transportation services and such supplemental services deemed advisable by the WCAT Board. b. Approve an annual budget. Adopt and implement a management plan to carry out the WCAT Board's purpose. d. Enter into contracts with public or private entities as the WCAT Board deems necessary to accomplish the purpose for which the WCAT Board is organized, including, but not limited to, the hiring of any consultants. e. Obtain such insurance as the Board deems necessary for the protection of the WCAT Board, members of the WCAT Board, member cities, and its property. f. Exercise all other lawful powers necessary and incidental to the implementation of public transportation services and the purposes and powers set forth herein. h. The WCAT Board has no authority to obtain or operate an independent transit service without the express approval of a majority of the Parties. i. The WCAT Board has no authority to levy taxes or issue debt for operating capital or debt service purposes unless approved in writing by the governing body of all governmental units. The WCAT Board has no authority to issue debt that exceeds the term of this Agreement. 7. Voting. Wright County shall be entitled to 50% of the weighted voting power for the WCAT Board. The remaining 50% of the weighted voting power for the WCAT Board shall be apportioned among the Cities as follows: Each City shall be entitled to one vote plus one additional vote per each 3,000 rides originating in that City during the previous year. Prior to the first meeting in March the Secretary of the WCAT Board shall determine the number of votes for each Party in accordance with this section and certify the results to the Chair. A quorum shall consist of a simple majority (51%) of representatives from the governmental units. A simple majority vote, on a weighted basis, of the WCAT Board members present at the meeting with a valid quorum shall be required by the WCAT Board to take action unless otherwise provided in this Agreement or by law. WCAT currently has two seats on the Trailblazer Transit Board. One of these seats shall be filled by a representative appointed by Wright County. 8. Officers. There shall be a chair, a vice chair, and a secretary elected from the members of the WCAT Board at the initial meeting of each year. The officers shall be elected from different member governmental units. The WCAT Board may elect or appoint such other officers as it deems necessary to conduct its meetings and affairs. 9. Effective Date/Termination. This Agreement shall become effective as of January 1, 2018 and shall continue in effect through December 31, 2022. This Agreement shall remain in effect for each respective governmental unit until that governmental unit hereto gives notice to the WCAT Board of its intention to withdraw. Notice of withdrawal must be given by April 1 of a given year. If notice of withdrawal is given after April 1 of a given year the withdrawal shall be effective on December 31 of the following year. A withdrawing governmental unit shall be responsible for its respective share of any debts or liabilities outstanding as of the effective date of withdrawal. Termination will be effective at the conclusion of the fiscal year. This Agreement shall remain in effect as to the remaining members provided that there are three or more members who desire to continue operating the WCAT Board. The withdrawing member shall not be entitled to compensation or distribution of any assets of the WCAT Board. In the event of dissolution of the WCAT Board, any property owned or held by the WCAT Board shall be sold for fair market value. All remaining funds after satisfaction of all WCAT Board debt, payments and other financial obligations shall be returned to the governmental units in the same manner in which the governmental units contributed funding to the WCAT Board in the last full calendar year prior to dissolution. 10. No Waiver. Nothing herein shall be construed to waive or limit any immunity from, or limitation on, liability available to any governmental unit, whether set forth in Minnesota Statutes, Chapter 466 or otherwise. 11. Severability. If any section, subdivision or provision of this Agreement shall be held invalid or unenforceable for any reason, the invalidity or unenforceability of such section, subdivision or provision shall not invalidate or render unenforceable any of the remaining provisions. 12. Amendment. Any amendments to this Agreement must be in writing, signed by all of the governmental units, following approval of their respective governing bodies. 13. Governing Law. This Agreement shall be interpreted in accordance with the laws of the State of Minnesota. 14. Liability and Insurance. Each governmental unit shall be liable for its torts and the torts of its employees, agents and consultants in undertaking its respective individual responsibilities as described in this Joint Powers Agreement. Notwithstanding any language to the contrary, the governmental units agree that liability arising out of the activities of the WCAT Board and the governmental units shall be subject to the requirements of Minnesota Statutes §471.59, Subdivision 1a. (b), as it may be amended. The governmental units intend that the WCAT Board shall obtain insurance coverage for its tort liability and general liability as a Joint Powers Board. Nothing herein shall be construed to waive or limit any immunity from, or limitation on, liability available to any governmental unit, whether set forth in Minnesota Statutes, Chapter 466 or otherwise. 15. Default. The failure by any governmental unit to observe or timely perform any covenant, condition, obligation or agreement herein shall constitute Default of the Agreement. Whenever a Default occurs, the WCAT Board shall provide thirty (30) days written notice to the defaulting governmental unit of the default which notice includes the nature of the Default and the manner in which the Default may be cured. If the Default is not timely cured, the WCAT Board may take any action available, including legal, equitable or administrative action, to enforce this Agreement. 16. Disputes. The governmental units agree that they will submit any disputes under this Agreement to mediation prior to resorting to an action in Court. By signing this Agreement, theyovernmental units certify that the same has been approved by their respective governing bo ies. Wry f n By eChaii County Board ATTEST. County Coorinator a (;. 0 � I M HC,P,t410 1 By Mayor v i ATTEST: City kavvstrator CITY OF MONTICELLO WRIGHT COUNTY RESOLUTION NO. 2018-94 RESOLUTION WITHDRAWING FROM THE WRIGHT COUNTY AREA TRANSPORTATION JOINT POWERS BOARD WHEREAS, The Wright County Area Transportation Joint Powers Board (WCAT Board) was formed by a Joint Powers Agreement between a number of Wright County cities in 2014. Wright County was added to the WCAT Board in 2017 pursuant to a WCAT Joint Powers Agreement (2017 WCAT JPA) adopted by the Wright County cities who were members of the WCAT Board and by Wright County. Monticello adopted the 2017 WCAT JPA per Resolution 2018-94, with a copy of the 2017 WCAT JPA attached thereto as Exhibit A; and WHEREAS, The WCAT Board has pursued its stated general purpose of providing affordable public transportation to the residents of its cities, primarily by taking part in Trailblazer Transit, a joint powers organization with McLeod and Sibley Counties; and WHEREAS, The members of WCAT Board now seek to dissolve the WCAT Board and to have Wright County, through its Board of Commissioners, take the place of the WCAT Board as a partner in Trailblazer Transit; and WHEREAS, The members of the WCAT Board also wish to have any funds remaining after payment of WCAT obligations transferred to Wright County to be used for public transit purposes; NOW, THEREFORE, BE IT RESOLVED AS FOLLOWS: 1) That the City of Monticello, by action of its City Council, hereby withdraws from the WCAT Board, effective December 31, 2018, but contingent upon the adoption of a substantially similar Resolution by the other members of the WCAT Board whereby said other members also withdraw from the WCAT Board effective December 31, 2018. 2) That all bills and obligations of WCAT shall be paid from any funds remaining with the WCAT Board. 3) That, notwithstanding section 9 of the 2017 WCAT JPA, all WCAT funds remaining after payment of bills and obligations incurred through December 31, 2018 shall be transferred to the Wright County Auditor -Treasurer, to be used for public transit purposes. 4) That, by taking these actions, the City of Monticello City Council intends that upon adoption of a substantially similar Resolution by the other members of the WCAT Board the WCAT Board will be dissolved and further intends to effectively rescind any provision of the 2017 WCAT JPA that may be in conflict with this Resolution. Adopted by the Monticello City Council this 10th day of December 2018. CITY OF MONTICELLO, MINNESOTA Mayor ATTEST: By: City Clerk City Council Agenda— 12/10/2018 2K. Consideration of a request for Map Amendment (Rezoning) from A -O (Agriculture — Open Space) to R-1 (Single Familv Residence) District, Development and Final Stage Planned Unit Development, and Preliminary and Final Plat for a 24 lot single-familv development. Applicant: Novak -Fleck Inc (Horst Graser) (NAC) Property: Legal: Outlot A, Featherstone Third Addition, according to the recorded plat thereof, Wright County, Minnesota. Together with: The West Half of the Southwest Quarter of the Northwest Quarter of Section 23, Township 121, Range 25, said Wright County. PID: 155-180-000010 & 155-500-232200 Planning Case Number: 2018-051 A. REFERENCE & BACKGROUND Request(s): Preliminary Plat (and Final Plat) to create 24 single family lots and one outlot; Development Stage PUD; Rezoning to R-1, Single Family Deadline for Decision: January 1St, 2019, to be extended for final plat and final stage PUD decision consideration. Land Use Designation: Places to Live Zoning Designation: Existing: A -O Agricultural Open Space District Proposed: R-1, Single Family Residence District The purpose of the "R-1" single family district is to provide for low density, single family, detached residential dwelling units and directly related complementary uses. Overlays/Environmental Regulations Applicable: NA Current Site Use: Agriculture Surrounding Land Uses: North: Agriculture/Single Family Residential East: Agriculture/Single Family Residential South: Agriculture West: Agriculture Project Description: The applicants are proposing to plat and rezone an additional 24 lots, continuing the development of the single family portion of the Featherstone development. This project was originally preliminary platted in 2003, with a recent final plat, also for 24 lots, in 2017. City Council Agenda— 12/10/2018 ANALYSIS Preliminary Plat and Development Stage Planned Unit Development In 2003, the City approved a Preliminary Plat and a Planned Unit Development for Featherstone, consisting of approximately 150 acres of single and two-family residential land, as well as approximately 10 acres of commercial use at the intersection of 85th Street NE and Highway 25, and an additional 60 acres of industrial along Highway 25 in the northwest portion of the 220 acre site. Between that time and 2007, Featherstone 1St and 2nd Additions were final platted to over approximately 50 acres, creating 87 single family lots and parkland. While technically separate, the Preliminary Plat and Development Stage PUD approvals typically run together, and share many of the same comments and review notes. Thus, this report consolidates the comments for these two approvals, although the Planning Commission will be asked to consider separate resolutions for each action. After several years of inactivity on the project, the applicants returned in 2017 to continue development, re -platting an additional 24 single family lots consistent with the original preliminary plat approval. The City took the position that a replat consistent with the original would be reviewed under the original PUD and zoning approvals granted to the project. The 2007 preliminary plat concept relied on a series of linear park segments and pathways angling from the northeast corner of the property along Edmonson Avenue to a larger future park installation along 85th Street. This green space connection would include some of the property's park dedication requirement, a pathway connection, and some limited neighborhood park facilities. The current proposal would final plat an additional 24 single family lots, completing an internal street loop from the 3rd phase of the project, extending to 85th Street NE on the southern boundary. The area of the developed portion of the plat is just over 16 acres (3.44 acres of which would be parkland in Outlot B). Outlot A of the 3rd Addition, currently a 77.5 acre outlot, would be reduced to approximately 60.7 acres and become Outlot A of the new 4th Addition. Although a Preliminary Plat for this area was previously approved, the applicant is required to re -process the approval, as according to the Development Agreement recorded with the original project, the previous Preliminary Plat approval expired after 8 years. The proposed plat is consistent with the original approval. Further, under the approvals applicable at the time of the original proposal, PUD was treated as an additional process (but not a separate zoning district) allowing flexibility in development design. Featherstone proceeds under the original processing. Lot Dimensions. The applicable R-1 zoning standards are as follows: Lot Area (Average): 12,000 square feet Lot Width (Average): 80 feet (70 minimum) Front Setback: 30 feet OJI City Council Agenda— 12/10/2018 The proposed plat has lot sizes that range in area from 12,750 square feet to more than 31,000 square feet. Lot widths are listed at 85 feet, with a few at more than 100 feet. A few of the lots located on curves (or the cul-de-sac) do not show the applicable method for measuring lot width. However, they easily meet the applicable averaging requirement. For reference, the Zoning Ordinance uses the sketch shown on the right as the applicable measurement, with the dashed line representing the required front setback. Plat Lavout. A portion of an existing stormwater pond — developed at the time of the previous phases, occupies the rear yard areas of Lots 1-4, Block 1, in the northwest portion of the plat. The project also includes one stubbed street extension. To the west, 86th Street is extended for connection to future phases of Featherstone. This street will also accommodate access to the largest portion of the park area along 85th Street, as well as the linear park/pathway system upon full development. Along 85th Street NE, a planned collector route, three lots back up to the right of way and additional right of way is provided for that street. The City and developer will need to cooperate on the extent and timing of improvements to 85th Street, currently a narrow 2 -lane paved Township road. One note relates to the street naming. Under the County's street naming protocol, the cul-de-sac should be named "Ebben Circle", rather than have a numbered designation. This change should be made to a revised Preliminary Plat drawing, as well as to the proposed Final Plat. Easements. The applicant's Preliminary Plat shows typical drainage and utility easements along the perimeter of all lots, in addition to covering the existing stormwater pond noted above. The detail shows the easements as 6 feet interior, and 12 feet along streets and at the perimeter of the plat, consistent with City requirements. Conservation easements will also be required around the stormwater ponding area. Park Dedication. New park land dedication is included with this phase, an outlot (Outlot B) of approximately 3.45 acres. The original Preliminary Plat accommodated the linear park design noted above. However, as noted, that Plat approval has expired. The applicant is not, at this time, seeking re -approval of the remainder of the residential plat area. However, the applicant has verbally indicated that it is their intent to dedicate parkland as shown on the original preliminary plat. City staff has completed an evaluation of the park dedication per this plan and verified that it will meet the current 11 % dedication requirement. A report outlining this evaluation has been provided to the Parks Commission. On November 28th, 2018, the Parks Commission motioned to recommend parkland dedication of Outlot B as proposed, with the condition that the grading, utilities and pathway and sidewalk details are subject to the review and comment of the Parks Superintendent. This is further outlined in the City Engineer's comments and in Exhibit Z. Park dedication agreements from the original approval will also therefore be reiterated in the new Development Agreement covering the proposed 4th Addition, and recorded against 3 City Council Agenda— 12/10/2018 remaining Outlots to ensure that the park dedication requirements will be met as originally planned. The final park design will be further subject to the recommendations of the Parks Commission at a later date. Gradinz & Utilities The grading and utilities are subject to the review and comment of the City's engineering department. A comment letter provided by the City's consulting engineer has been prepared in that regard. As a condition of approval, the applicant is required to address all comments outlined in the letter. Rezoning As noted, the applicant is seeking rezoning of the site from A -O, Agricultural Open Space to R-1, Single Family Residence District. The subject area is guided "Places to Live", and the low-density, single family pattern is the long -planned -for use of the property. As part of the PUD consideration, the applicant has requested that the R-1 home design standards in place at the time of plat approval be allowed to continue with this plat. If the City finds this to be acceptable, the development agreement will reflect this allowance. Concurrent with approval of the Final Plat, the City Council will consider the rezoning ordinance establishing the R-1 Zoning District over the new platted area. To further clarify the rezoning action, City Council will note that only the areas proposed to be platted into lots and blocks and Outlot B (park outlot) are proposed to be rezoned to R-1 at this time. Outlot A will remain A -O. Final Plat The applicant is seeking a Final Plat approval concurrent with the proposed Preliminary Plat. While the Subdivision Ordinance does not provide for Planning Commission review of the Final Plat, the plat and background are provided with this packet for context. The City Council will review and act on the Final Plat as a part of its regular process. Planning Commission Review and Recommendation The Planning Commission reviewed this item during their regular meeting on December 4th, 2018 and held a public hearing on the preliminary plat, development stage PUD and rezoning to R-1. The Commission sought clarification on whether future road improvements would impact lot sizes along the 85th right of way. Mr. Grittman clarified that the necessary right of way for 85th is dedicated on the plat and therefore will not require additional dedication impacting lot size at the time of reconstruction. The Commission also inquired as to the park dedication for the plat. Mr. Grittman illustrated the plan for the park dedication and layout through the preliminary plat approved in 2003. The park outlot proposed to be dedicated with this plat will accommodate that original design, including pathway and green space. Sidewalk will be on one side of the street throughout. E! City Council Agenda— 12/10/2018 Paul Cherne, Pioneer Engineering, addressed the Commission as the applicant's representative. He noted this plat is similar in nature to the prior Featherstone 3' Addition. Mr. Cherne indicated the developer understands the conditions per Exhibit Z. No other public was present to address the Commission on the request. After the hearing, the Planning Commission motioned unanimously to recommend approval of the rezoning, preliminary plat, and development stage PUD for Featherstone 4th Addition. B. ALTERNATIVE ACTIONS The Planning Commission held a hearing on the preliminary plat, development stage PUD and rezoning to R-1 for the platted lots and outlot proposed. However, Council is asked to take action only on the preliminary plat and development stage PUD at this time. The decision on rezoning will be considered at the time of final plat and final stage PUD. Planning Commission recommends Alternative 1 below for both actions. Decision 1. Development Stage PUD 1. Motion to approve the Development Stage PUD for Featherstone 4th Addition, subject to the Conditions listed in Exhibit Z of the staff report, and based on the findings Resolution No. PC -2018-032. 2. Motion to deny approval of the Development Stage PUD for Featherstone 4th Addition, based on findings identified by the City Council. 3. Motion to table action on the application, subject to additional information as requested by the City Council. Decision 2. Preliminary Plat 4. Motion to approve the Preliminary Plat for Featherstone 4th Addition, subject to the Conditions listed in Exhibit Z of the staff report, and based on the findings in Resolution No. PC -2018-033. 5. Motion to deny approval of the Preliminary Plat for Featherstone 4th Addition, based on findings identified by the City Council. 6. Motion to table action on the request, subject to additional information as requested by the City Council. C. STAFF RECOMMENDATION Staff recommends approval of Resolutions for Rezoning, Development Stage PUD, and Preliminary Plat, as stated in Alternative 1 for each decision. The proposed plat is consistent with the expectations of the original plat proposal for the area and City Comprehensive Plan, and all lots are consistent with the requirements of the current R-1 zoning district. D. SUPPORTING DATA A. Resolution PC -2018-032, Development Stage PUD 5 City Council Agenda— 12/10/2018 B. Resolution PC -2018-033, Preliminary Plat C. Aerial Site Image D. Applicant Narrative E. Existing Conditions F. Preliminary Plat G. Grading Plan H. Utility Plans I. Development Area Summary J. Landscaping Plan K. 2003 Preliminary Plat Layout, including Park layout L. Final Plat M. Park Dedication Calculations N. City Engineer's Letter, November 28th, 2018 O. Ordinance No 702, Draft Z. Conditions of Approval EXHIBIT Z Conditions of Approval Preliminary Plat and Development Stage PUD for Featherstone 4th Addition PID 155-246-000010; 155-500-232200 Outlot A, Featherstone Yd Addition 1. Lots on curves or cul-de-sac streets are re -notated to indicate actual lot width per Zoning Ordinance definition. 2. Street extension for 86th Street NE is constructed to its full extent in the platted lot area. 3. Rename the cul-de-sac street as "Ebben Circle" to be consistent with the County street name grid. 4. Park dedication for the phase shall require the dedication of Outlot B as proposed and pathway, sidewalk, utility and grading details subject to comment of the Parks Superintendent. 5. Park dedication requirements for the full Featherstone project are reiterated and included in the updated Development Agreements and recorded against the current and future phases. 6. Compliance with the terms of the City Engineer's report, dated November 28, 2018. 7. Compliance with other staff comments as submitted. G CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2018-032 RECOMMENDING APPROVAL OF AN AMENDMENT TO A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR FEATHERSTONE 4TH ADDITION, A 24 -LOT SINGLE FAMILY RESIDENTIAL PLAT WHEREAS, the applicant has submitted a request to rezone its property with PID Nos. 155- 246-000010; 155-500-232200, from A -O, Agriculture Open Space to R-1, Single Family Residence District; and WHEREAS, the applicant concurrently proposes to develop the property for single family uses under the previously approved Planned Unit Development; and WHEREAS, the site is guided for residential uses under the label "Places to Live" 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 December 4th, 2018 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for single family residential 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 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 -2018-032 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. Lots on curves or cul-de-sac streets are re -notated to indicate actual lot width per Zoning Ordinance definition. 2. Street extension for 86th Street NE is constructed to its full extent in the platted lot area. 3. Rename the cul-de-sac street as "Ebben Circle" to be consistent with the County street name grid. 4. Park dedication for the phase shall require the dedication of Outlot B as proposed and pathway, sidewalk, utility and grading details subject to comment of the Parks Superintendent. 5. Park dedication requirements for the full Featherstone project are reiterated and included in the updated Development Agreements and recorded against the current and future phases. 6. Compliance with the terms of the City Engineer's report, dated November 28, 2018. 7. Compliance with other staff comments as submitted. ADOPTED this 0' day of December, 2018, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION LOW ATTEST: Brad Fyle, Chair Angela Schumann, Community Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2018-033 RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR FEATHERSTONE 41h ADDITION WHEREAS, the applicant seeks to develop property legally described as Outlot A, Featherstone Yd Addition; and WHEREAS, the applicant has submitted a request to plat said property into twenty-four parcels, and develop it for single family residential use; and WHEREAS, the site is guided for residential uses under the label "Places to Live" 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 December 4, 2018 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by continuing the development plans for residential 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 residential 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 R-1, Single Family 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 Featherstone 4th 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 -2018-033 1. Lots on curves or cul-de-sac streets are re -notated to indicate actual lot width per Zoning Ordinance definition. 2. Street extension for 86th Street NE is constructed to its full extent in the platted lot area. 3. Rename the cul-de-sac street as "Ebben Circle" to be consistent with the County street name grid. 4. Park dedication for the phase shall require the dedication of Outlot B as proposed and pathway, sidewalk, utility and grading details subject to comment of the Parks Superintendent. 5. Park dedication requirements for the full Featherstone project are reiterated and included in the updated Development Agreements and recorded against the current and future phases. 6. Compliance with the terms of the City Engineer's report, dated November 28, 2018. 7. Compliance with other staff comments as submitted. ADOPTED this 4th day of December, 2018, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION LOW ATTEST: Brad Fyle, Chair Angela Schumann, Community Development Director 2 Novak -Fleck Inc (Horst Graser) - Request for Map Amdt (Rezone), Final Stage PUD, Prelim & Final Plat Lengthy Legals - See City Hall I PID: 155-246-000010 & 155-500-232200 Created by: City of Monticello Featherstone 4t" Addition Requested Action: Gold Nugget Development Inc. has submitted a land use application to the city of Monticello to process, review, and approve the Final PUD Stage, Zoning change from A-0 Agricultural Open Space to R-1 Single Family , Preliminary Plat and Final Plat for Featherstone 4th Add. Consisting of 24 single family lots. There is no phasing proposed, all the lots will be brought on line in the spring/summer of 2019. Construction will begin in May of 2019 and take approximately 6 weeks to complete. The rezoning change is requested for the 24 single family lots from A-0 Agricultural Open Space to Single Family Residential. Monticello's comprehensive plan shows this area guided for low density residential. Outlot A would remain Agricultural until a future request. History and Background: Featherstone 4th Addition is the 4th development phase of the Featherstone PUD which was granted PUD development stage approval in 2003. Preliminary plat approval was also granted at the same time but expired in 2013. Featherstone is a multi -use PUD consisting of 220 acres of residential and commercial designated land uses. An Environmental Assessment Worksheet was approved with the initial PUD approval. Approximately 150 acres are designated residential, 60 acres industrial and 10 acres commercial. The subject site is relatively flat with no overstory, wetlands or distinguishing natural features. Prior to 2003, when the first phase developed, the entire 220 acres was farmed. Currently about half the farm is in agricultural production. The first phase of Featherstone was platted in 2003 and was constructed in the same year. To date three phases have been constructed consisting 111 single family lots. Novak -Fleck, the applicant and Progressive Home Builders have been and will continue to be the primary builders in the 4th Addition. The first three phases of Featherstone did not have a homeowner's association and one is not planned for the 41h Addition. Featherstone 4th Addition design: Featherstone 4th addition includes 24 single family lots and two outlets totaling 77.54 gross acres. Out lot A, the largest lot, consisting of 60.65 acres will eventually be replatted into lots and blocks at a future date. Outlot B consisting of 3.45 acres will be deeded to the city of Monticello as park land which is consitent with the cities long range open space plan. The remaining 13.43 acres includes the lot area and right of way. The lot design, orientation, and traffic circulation plan are consistent with the approved PUD and now expired preliminary plat. The average lot size is 17,787 square feet resulting in a density of 1.8 units per acre. The lot styles reflect the topography of this phase and include 8 rambler lots, 13 look out lots, and 3 split entry walkout lots. Lot sizes range from 13,000 square feet to 31,000 square feet. Lot width range from 81 feet to 131 feet. These dimensions exceed the minimum standards of the R-1 zoning standards. Ld S E I> Z o , Ig Ld 85TH ST NE I` � I I r i SECTION 23, TWP, 1 21 , RGE. 25 LOCATION MAP NO SCALE 6 - 1'19" \ - I• � ^ A , ' \L 1, A, ` ) //' � I � � � J � i � � �1 ^'�i`) I \ 6( `��', � � � << I I I � � � /// I I \ </�? I / I I �_ - �'-• \ \ d'�= \ , I "�.� \ I Q( I I I I L- I L� / / r n T f 1 l i _ l 9O F T f 1 1 r V \, �� , ✓y; �"''` y i 50. S�� /)/�11oz( ma�� nIII � II� L. 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C`= � O a S S14 N 7 LLI z '_ \_r - / J)) � � � IV XXI I'uU�1 6 00 I S i � II —II III Ir tIF� II �- SII 0I S01o5722"W'IX J IIS I "� ✓- '� °� a 2627.33 LEGEND © 2018 Pioneer Engineering, P.A. tv Denotes underground television line O Denotes manhole other than a Denotes concrete t Denotes underground telephone line sanitary or storm Leaal description per title commitment = �3 Denotes gravel fo Denotes underground fiber optic line Denotes sanitary or storm manhole Outlot A, FEATHERSTONE THIRD ADDITION, according to the recorded plat thereof, 0 25 100 200 e Denotes underground electric line Wright County, Minnesota. Denotes underground petroleum lines v Denotes utility pole Denotes bituminous 9 Denotes underground gas line 0 Denotes transformer box Together with: Denotes tree line Denotes catch basin D Denotes television box The West Half of the Southwest Quarter of the Northwest Quarter of Section 23, GRAPHIC SCALE IN FEET ---->>—Denotes storm sewer line Denotes catch basin beehive • Denotes cast iron monument Township 121, Range 25, said Wright County. ----> Denotes sanitary sewer line 0 Denotes flared end section Denotes found iron pipe ----I Denotes water line X Denotes gate valve Q Denotes sign P119NEERengineeringDenotes hydrant �% / � EX -BURN -118236 -BASE CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651)681-1914 2422 Enterprise Drive Fax: 681-9488 I hereby certify that this plan was prepared by me or Under my direct supervision and that I Name Pete awlcinson Revisions: Date 9-21-18 EXISTING CONDITIONS FEATHERSTONE FOURTH ADDITION I OF Mendota Heights, MN 55120 g. am a dulyLicensed Professional Engineer Designed BNM www. ioneeren .com p g under the laws of the State of Minnesota Reg. No. 42299 Date 10-29-2018 Drawn KSO MONTECELLO, MINNESOTA © 2018 Pioneer Engineering, P.A. !0 50 100 200 GRAPHIC SCALE IN FEET I 50 I I 50 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 1 1 6--1 -4- I I N 4- �6 N ---------J L--------- T T being 6 feet in width, and adjoining lot lines unless otherwise indicated, and 12 feet in width and adjoining street lines and rear lot lines unless otherwise indicated on the plat. PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. 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III// ��Mi1 I'--``---"�--r---- — SL'----Jir LIJ 6 \ 2 00 p \ \\ GZ/ ; ;I �� II II I I' (14 1 O00 -L 00 a \ N \ N 14 3 --J ILS /;r ----- \ \17 / 17 4j�_ 45 131 ( / 00 //,'� 00.8 \ n 0-0 0 `�° /' `--=00\8 / �% rn U) /, \ 1 � N / 014 %/ " ay/ %' /'/ /%' '�'�` 'tea %`� / — 55 o M I // 00 96.00, \ ; I hereby certify that this plan was prepared by Name ` Revisions: me or under my direct supervision and that I Pete Hawkinson am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 42299 DaLe 10-26-2018 2644 Legal description per title commitment Outlot A, FEATHERSTONE THIRD ADDITION, according to the recorded plat thereof, Wright County, Minnesota. Together with: The West Half of the Southwest Quarter of the Northwest Quarter of Section 23, Township 121, Range 25, said Wright County. Date 10-29-18 Designed BNM Drawn KSO TOTAL GROSS AREA TOTAL LOT AREA NUMBER OF LOTS NUMBER OF OUTLOTS TOTAL OUTLOT AREA TOTAL RIGHT OF WAY AREA GROSS DENSITY NET DENSITY (EXCLUDES OUTLOTS AND R/W) PRELIMINARY PLAT — V)Q O L0 (0o Ncfl Xr•1 77.54 ACRES 9.80 ACRES 24 2 64.10 ACRES 3.63 ACRES 0.31 LOTS/ACRE 2.45 LOTS/ACRE FEATHERSTONE FOURTH ADDITION MONTECELLO, MINNESOTA LLJ Z F— LLJ ILLJ F— F— LO ! 2 'F— '^ LO W 54 00-SURV-118236-BASE I o 2 I-,' ATH RSTON 4TH ADDITION GRADING AND EROSION CONS'1'KUCTION PLAN MONTIC 0 MINN SOTA Lj/ / vz r----I--� � ` / / / �\ < 7:T 1 I \ O I\ OX, \\ \\ J 3 i 2 2 5 / /_j 4 1 9 / \ / GENERAL NOTES:/ /\\ A. BALL ST%r CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION OF THEA- ITY OF MONTICELLO STANDARDS & SPECIFICATIONS. \\ A ALL -SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT / EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. \\ \ Z ALL STORM SEWER CONSTRUCTION SHALL CONFORM TOT HE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS * SPECIFICATIONS. / D. ALL WATER"DISTRIBUTION CONSTRUCTION SHALL CONFORM TO THE MOST RECENTAEDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS.I / E. PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS HAVE BEEN / /TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER. � I / CITY ENGINEER APPROVAL / PLAN DATE / I I NAME REG. NO. DATE I I I L_ PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651) 681-1914 I hereby certify that this plan was prepared by Name % Revisions 2422 Enterprise Drive me or under my direct supervision and that I - Mendota Heights, MN 55120 Fax: 88 am a duly Licensed Professional Engineer Paul me g www.pioneereng.ceng.com under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 © 2018 Pioneer Engineering, P.A. I r--------- 3 11 11 11 2 11 11 3 I I � IILL_A1L1__jL1—� i i / ;--------- — — ----------------- -- — — — ' 11� I / I I L - J I 2 1' 5 O I I O !�----------- I 31 4 1 , 1 I � I � 1 F__ 1 I I 1 11 Ir � 1 II --------------------------------------- II -----------------------------------------,I L----------� I----------- - Date 10-30-2018 Designed PJC/JMM Drawn JMM i COVER SHEET NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 v T121N R25W jl 1615 21 22 i1 L�� / Q wll �SITE� LOCATION MAP N I , 0 50 100 200 GRAPHIC SCALE IN FEET SHEET INDEX 1. COVER SHEET 2. LEGEND 3-4. GRADING PLAN 5. EROSION CONTROL PLAN 6. SEEDING PLAN 7-8. DETAILS BENCH MARK ® TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 Know what's below. CallCCIll before you dig . 04 -ENG- 118236-SHEET-COVR-GR FEATHERSTONE 4TH ADDITION1 0 $ MONTICELLO, MINNESOTA I EXISTING 0 ---->-----> 10-30-2018 Designed PJC/JMM ---->-----> JMM — _ — — (TIP FM PERF FM DT DT— e e fo fo 9 9 FOR B618 CURB D (TIP OUT GUTTER) r� ELEVATION f07.82 4+46.57 O D ---------------------- ---------------------- e e fo fo 9 9 petro t t tv tv of oh EXISTING ----902- -soo ---------------------- BUFFER FEMA ---------------------- X X [] [] EXISTING ---------------------- UTILITY LINES PROPOSED 0 FM F11 N petro t t— tv tv — ov oh— SITE LINES PROPOSED 02 OUTLET=987.0 HWL=900.2 84.3 � �-1110. BUFFER FEMA'. �................ X X C W SURVEY LINES PROPOSED GRAVEL SURFACE LEGEND FUTURE O FM FM D 4 D »� PERF PERF DT DT — e e fo fo 9 9 petro t t tv tv oh oh FUTURE soo_ OUTLET=987.0 HWL=900.2 BUFFER FEMA X X [] [] FUTURE ---------------------- HATCH PATTERNS BITUMINOUS SURFACE 41 +T+T+T+T+T+T+I CONCRETE SURFACE + + + + + + 1 l I W RIP RAP II I I I I I I I I I I� SELECT BACKFILL MATERIAL I I I I I I EROSION CONTROL BLANKET I I I I I I r > MNDOT CATEGORY PER PLAN I I I I I PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. DESCRIPTION SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I aulJ. me - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Date 10-30-2018 Designed PJC/JMM Drawn JMM — _ — — (TIP �»� PERF PERF DT DT— e e fo fo 9 9 petro t t— tv tv — ov oh— SITE LINES PROPOSED 02 OUTLET=987.0 HWL=900.2 84.3 � �-1110. BUFFER FEMA'. �................ X X C W SURVEY LINES PROPOSED GRAVEL SURFACE LEGEND FUTURE O FM FM D 4 D »� PERF PERF DT DT — e e fo fo 9 9 petro t t tv tv oh oh FUTURE soo_ OUTLET=987.0 HWL=900.2 BUFFER FEMA X X [] [] FUTURE ---------------------- HATCH PATTERNS BITUMINOUS SURFACE 41 +T+T+T+T+T+T+I CONCRETE SURFACE + + + + + + 1 l I W RIP RAP II I I I I I I I I I I� SELECT BACKFILL MATERIAL I I I I I I EROSION CONTROL BLANKET I I I I I I r > MNDOT CATEGORY PER PLAN I I I I I PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. DESCRIPTION SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I aulJ. me - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Date 10-30-2018 Designed PJC/JMM Drawn JMM TOPOGRAPHIC SYMBOLS ABBREVIATIONS B CATCH BASIN A ALGEBRAIC DIFFERENCE B—B BACK TO BACK ® CATCH BASIN BEEHIVE BV BUTTERFLY VALVE FLARED END SECTION BOC BACK OF CURB 1XI GATE VALVE BFE BASE FLOOD ELEVATION 11(y HYDRANT BMP BEST MANAGEMENT PRACTICE SCP WATER SERVICE WELL WATER WELL CENTER LINE CB CATCHBASIN ®° MONITORING WELL CBMH CATCHBASIN MANHOLE o CLEANOUT CMP CORRUGATED METAL PIPE 0 HAND HOLE CO CLEAN OUT 0 MANHOLE OTHER THAN SANITARY OR STORM CS CURB STOP 0 SANITARY OR STORM MANHOLE DIP DUCTILE IRON PIPE ;.v LAWN SPRINKLER VALVE DT DRAINTILE SH o LAWN SPRINKLER HEAD EL/ELEV ELEVATION t UTILITY POLE EX EXISTING ❑T TRANSFORMER BOX FES FLARED END SECTION E2 FIBER OPTIC BOX F—F FACE TO FACE ■ ELECTRIC BOX FM FORCEMAIN • NATURAL GAS METER GB GRADE BREAK GND GROUND o LIGHT POLE GV GATE VALVE O SEMAPHORE HP HIGH POINT C7. TELEPHONE BOX HYD HYDRANT 0 CABLE BOX HWL HIGH WATER LEVEL 0 CAST IRON MONUMENT INV INVERTK CURVE COEFFICIENT • FOUND IRON PIPE L LENGTH JLM 0 JUDICIAL LAND MARK LF LOWEST FLOOR ® PK NAIL LO LOOKOUT 43t CONTROL POINT LO LOWEST OPENING LP LIQUID PETROLEUM 11 FLAG POLE LP LOW POINT � TMH MANHOLE EST HOLE ® MAILBOX PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION O BOLLARD It PROPERTY LINE CONSERVATION POST PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY DECIDUOUS TREE PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE CONIFEROUS TREE PVI POINT OF VERTICAL INTERSECTION Q SHRUB / BUSH R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SSWR SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYP TYPICAL WM WATER MAIN EROSION & SEDIMENT CONTROL WO WALKOUT STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY—DUTY EROSION CONTROL SECONDARY EROSION CONTROL FENCE LOT INFORMATION ■ EROSION CONTROL AT BACK OF CURB (TYPICAL SECTION NOT TO SCALE) X x x x x x x x x x TREE FENCE —>>>>>>>>>— TEMPORARY DIVERSION DITCH DRAINAGE & UTILITY—\29.0 28.0 OEASEMENT ® ®1 CATCH BASIN INLET PROTECTION FINISHED GROUND STRAW BIO ROLLS ELEVATION O I DLOCK NO. � ROCK BERM LOWEST OPENING ELEVATION 7 I LOT N0. SUMPED RIP RAP PERMANENT STEP HEIGHT HOUSE TYPES ENERGY DISSIPATER (IF REQUIRED) 31.5 R RAMBLER OR SPLIT ENTRY LOWEST FLOOR =929.0 LO RAMBLER LOOKOUT OR SPLIT DISCHARGE LOCATION ELEVATION I LO i ENTRY WALKOUT WO —RAMBLER WALKOUT GARAGE ELEVATION �� 1' STEP SE SPILT ENTRY ❑0000000❑ 000000000 GRAVEL CONSTRUCTION ENTRANCE SEWO— SPLIT ENTRY WALK OUT ❑ o 0 0 0 0 0 0❑ RECOMMENDED LF=929.0 GARAGE SIDE i`-37.0 i SLO — SIDE LOOKOUT SWO — SIDE WALKOUT E3 TEMPORARY OUTLET FLOATING SKIMMER FINISHED ELEVATION @ LOT CORNER �L---------J 35.5 34.5 BASIN ACCESS 8% SLOPE MAX. STABILIZED EMERGENCY OVERFLOW STREET �L 1j 1 STEEP SLOPE 3:1 (H: V) — - - - - - - - - - — L 1l (33.3%) OR STEEPER GRADE CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB — _ — — (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB 08.32 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB — — — — (TIP OUT GUTTER) = BITUMINOUS ELEVATION f07.82 4+46.57 LEGEND NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 04 -ENG- 118236-SHEET-LGND-GR FEATHERSTONE 4TH ADDITION2 0 $ MONTICELLO, MINNESOTA I NNN Qs I I \ INFILTRATION AREA 57.0 - / SEE DETAIL SHEET 8 - / X --""—E 0.F. I / ^ I rn POND 20 I II °� HOUTLE953 79.6 I o � 200 INV: 949.00 i Y ' l IT It CC ICC)()) 7 / I- / I I I1� / z-- ------�-----til I 1.-C N /I cD I I _ 44.0 O � � I � I i � 57.0 �� I I � o i 0. F. I,tXX CTS, -- —G137Q0 (51 10+00 ooe y 57.6 5703.32 \ / I I I I ;' �% ✓ ��J \ g�j I 9+ooHP' /58.0%_ L ---------i\ � � / � r '' .�' � � moo, \. �F g�� • � 3�q � 5g.2 / 0'� INV: 949.00 I e /-/ / �- 7 �86i Se 302 RIM: 957.49 .9A INV: 949.75 / I I / I I / 8.�9 I303 I RIM: 957.70 / I INV: 952.36 N ;' 8.� I I 0 S' I I 304 RIM\957.81 INV: 94.06 I 8 ni PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I " " ' - am a duly Licensed Professional Engineer aulJ. rne under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 30 558 O.F. 2—� / RIM: 956.00 - \ I I I IN :950.1 / I I �h�� `� \ I I I .92 I I X5822 �I 9 co C Ln x- bD n 3 t Xr I1-0 S 205 I I / I0 RIM:956.80 I I \ \ \ - INV: 950.75 10I �.50RIM:9 I I �11 Date 10-30-2018 Designed PJC/JMM Drawn JMM II ,� [�Jj 2—� / RIM: 956.00 - \ I I I IN :950.1 / I I �h�� `� \ I I I .92 I I X5822 �I 9 co C Ln x- bD n 3 t Xr I1-0 S 205 I I / I0 RIM:956.80 I I \ \ \ - INV: 950.75 10I �.50RIM:9 I I �11 Date 10-30-2018 Designed PJC/JMM Drawn JMM GRADING PLAN NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 0 25 50 100 11 0 1 1 GRAPHIC SCALE IN FEET BENCH MARK ® TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 Know what's b e Ow. CCk before you dig. 04-hNG-1 18236 -SHEET -GRAD FEATHERSTONE 4TH ADDITION3 0 $ MONTICELLO, MINNESOTA I Co I \ 7.81 % / ��__-`J / 8.02 I qtr I 0 I I RIM?�95rn // I / / 3 I I INV: 94 06 RIM: 956.80 1 1.6 ° INV: 950.75 \ / I cc s,4 M co RIM: 9 5.50 ( \ .43 958 1 \ \ I / / 6.74 ' I \ y \ \ �/D I I uiLr) to OF) c°' 958 I \ \ / NTS \ Jl orn 1 :� o 'I / TRIM: 95660 goo O cV P I \ \ I N V: 952.27 \ p corn coL, 7.51 \ \ \ 4n 01 _ _ �c/°' rnry f �\956 \ � 7.6� RIM: 955.75 \ ti 242 INV: 951.70 6 7.32 RIM- 956 8.7 INV: 952.54 3 1• I 1 \ \ \ h `L / ocOi /co* 40 �' -8 1 \ / / 2. 1°5% \so \ �� 7 OD to 2RX 6 a rn I I \ \ \ \ ------------- \9 9 \ \ 0 620 \ \ 9.83 �� LO 961'6 96162.1 I LT 4692.5 I \ \ \ \ \ G, / 0 + \ 9 8 o 58.7 I I' R I \. 9 >° ��/ rn N E.O.F. I R R I \ 9�0�:. r � � I LF= � I I � = I I I I 1 \ \ \ I \ \ \ G 954.1 I I I 1 t -F 954.1 2�\ i LF=9 4.5 3 I I \ l \ \ \ \ 961 F 961.6 1 G\96 .0 to 00 41- zA l 6 / G. f I f f I -� -� I -� 133+0 H . P34+00 2 s�. 29+00H.P. ( 1- - - - �2s+oo G B 30+00 31+00 G.B. 1 - L. 1 1 1 57.981 1 \ \ I \ 0.5pq° 8 58. - 1.62% 1 - I - I - 57. 70 \ 1 00% _ _ 1.00% f I 1.80% \ \ 95LF 58.4 59.2 i 551 50� 5 �80� 9.7 59.5 0. ° 59.2 59.0 58 7 >r - � -`-=> -----> 58'14. I----�-- \' _ _ \ y \ 2.8------------------- - - - - - - - 60.3 6U.3 - - ` - - - - c 1 59.4 \ I \ \ \ \ E. 0. I t. \ \ \ rn E.o.F.- 9 6 cam\ I I I I / __\ \ ,� �, 4 0 f r r� \ II rn I I I 1 I I I 9�� \ I Co II \ r 1 I co 14Po �to Zl eco _o I Int +- I \ rn II o +- 1 , w O I 0 + I I I to Ln \ to i 6.596 I 8% i I I I p • ------------ -------- ---------------I \ RIM: 959.75 / v to to I 0 to 1 I / \ I INV: 956.03 / I o L\° L_'�--_-- - -----J J \ RC1 /--------------- ------ o \ - ----------- 61.2 - - - - - - - - -- ---- - - 1 N 17.3 I -------- / �CID o ro i I RIM:956.43 b\° / i / r 2 / o i ;' C I I N W952.43 O / I + I 1 ►� cfl I 9)� cM} / Wil r CA o ,', r 11 rn I _ U' / 1 2 / 1 4 I I rn I i c°'r� eco % / _ \ �-n �I a' O \ / 9 0 C 1 � rn ° °' r N �' to 0 1 I C / ry 00kA � x \ -4-4 � I °0 / L --------------------- L------- ----- ----------------------------- 6 2 - - - - - - - - - 3 - 62 s�\ - - - _ \--- _ \I i -------r2.63 0 I a I to 0 3 z+ r 11 rn 1 \ I\ �� o to 1 I / 96A rn IIOM) rn II to cm.Noo I I c 0 Ln w oo co a ss �'' 00 I \� / \ 6.31 �? I l i I I, of ----- I I m '958- . / I rTh ' ------ ____________ _________ L -------- �L-------J �y-------------_ /4^ • % - � 964 X962 � �g6 _ </ �- T � oh �- - op oh -ah _ oh 0r �� Dh �h, oh °h `� ->�--- ALT -oh AT oh oh - of oh ohm - _h oh� `_ - _ - - C_ - _ PISNEERengineering CIVn• ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared by Name "4-,/ Revisions me or under my direct supervision and that IPaul J. Cheme - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Date 10-30-2018 Designed PJC/JMM Drawn JMM GRADING PLAN NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 N 0 25 50 100 I GRAPHIC SCALE IN FEET BENCH MARK ® TOP of NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 Know what's be OW. CC before you dig. 04-F.VG-] 18236 -SHEET -GRAD FEATHERSTONE 4TH ADDITION4 0 $ MONTICELLO, MINNESOTA I CLASS II RIPRAP DITCH 2 FT. PROFILE 5 FT. TYPE IV GEOTEXTILE ALONG BOTTOM OF FILTER BERM TYPE 5 (ROCK) BOTTOM OF UPPER CHECK SHOULD BF SAMF ELEVATION AS THE TOP OF THE LOWER CHECK TO PROVIDE FOR POOLING. If Ij �I I / / 964 I 962� III I I� 960 _X964-- X964-- 36.0 \\./ 2.07. // - 60.79 32 / - • E.OlF.� 966.8 I 9 LO66.2 LO=967.3 I I / I I E., 3� i R I I 964.9 LF=959.3 / I 82 I L0=965.4' G 9657 I I .- II-_� G 964.94�rn 2.63 \ L------ \ J 63 N A of U, W Ei 6 -2A -----f33.1 + Z+"2* 29 ss - `4 �C) 60.2--- 07 60.3 / z4 Sg I I I I I\ O 3+� G.Ba ioo a 1.00%I o °W I rn .964.71I 604' =958.8 I rF=957.2 I I G 96 .9 / l LF=960.9 SEWO I I I I L0=962.3 I I LO I 1 b? I I L L0=960.7 I /� J I I cn 961.8 I -g60.2 L0 X60 I' �� ° °o°o I 3 -960. __:- i�,. Loon •0) \ I I j------ p Mr. c.l q I ) � I l I \ / E.O.F. _-'958-_ i 9s i �-960--,1 r--- �-960--� � �� ,Y\t� I FLOW FILTER BERM TYPE 3--44- 5 (SHOWN) SPACING (Y) DETERMINED Y BY FORMULA (SEE NOTES) POINT "A" DITCH CHECK SPACING (FOR ALL FILTER BERM TYPES) POINT " A" Q FABRIC TYPE IV (SPEC. 3733) ALONG BOTTOM OF RIPRAP ROCK DITCH CHECKS FILTER BERMS TYPE Z (n0;K EEf'CR) 3-P� FILTER TYPE 5 (ROCK) 00 (FOR USE ON ROUGH GRADED AREAS) PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I Paul J. Cheme - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Datr. 11-5-2018 11111111111 / / 4� - - - - / / x /0. / 2.09 T �\ i ' 0 0, / \ \ / S g / 9 LF 6 364 4 T 0 63.5T ° 5 'S" / �F96s.s s l� 4 / rcF96 .s X64 \�� °9 6'0 4 C96796t'S 1___960% __9 S / ° 2 ^ soo \ 3 �\ / 9S9S 9 ^ _ 1100 LV IQ 16 \\ // / \ hk�---------- \ 1°/ -960-/ \ ate 1 \ 4%956-- m - 9y---954---------- - - -T( _952 _952 954---__ _-- - �---- f -956-X- 1,7>58.3 95$ f ."f6y: \ \\ / 958- / 1 i , , y /2-�\ 56.8 b/.5 3 958I \ 1 \ • \ \� / \� / ,� -orn- - / \ x_960--, �• •�� 1 �-- , 1\ ` 5 I` 4 / 3 I I 2 ��o I 54_-- \ _ 956-- 1 / ' __ 4 l l 3 I 2 ROCK CONSTRUCTION ENTRANCE INSTALL BEFORE START OF GRADING PERIMETER EROSION CONTROL FENCE. INSTALL BEFORE START OF GRADING HEAVY DUTY EROSION CONTROL FENCE. INSTALL AFTER LOCAL GRADING COMPLETE SECONDARY EROSION CONTROL FENCE. TO BE INSTALLED 48 HOURS AFTER COMPLETION OF GRADING. 2' SOD OR EROSION CONTROL FENCE AT ■■■■■■■■■ BACK OF CURB. TO BE INSTALLED AFTER COMPLETION OF SIDEWALK CONSTRUCTION. BASIN ACCESS 8% SLOPE MAX. SUMPED RIP RAP PERMANENT ENERGY DISSIPATER, INSTALL WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER ■��■ PHASE LINE ->>>>1>1>> TEMPORARY DRAINAGE DITCH Date 10-30-2018 Designed PJC/JMM Drawn JMM y 7 W C EROSION CONTROL PLAN LEGEND CATCH BASIN INLET PROTECTION TO BE INSTALLED AFTER 1ST LIFT OF BITUMINOUS. CATCH BASIN INLET PROTECTION TO BE INSTALLED WITH CATCH BASIN GRATE. STRAW BIO ROLLS. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST ROCK DITCH CHECK. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST DIVERSION DITCH TO BE PLACED AS NEEDED UNTIL STORM SEWER CONSTRUCTED DISCHARGE LOCATION v'v'v*v*v.v.v.v vI vvvvvvvv vvvvvvvv I W W W W WETLAND BUFFER SIGN II{ W W W W W W W CONSERVATION AREA SIGN�� NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 MNDOT CAT 3 EROSION CONTROL BLANKET INSTALL WITHIN 7 DAYS OF GRADING COMPLETION MNDOT CAT 6 EROSION CONTROL BLANKET. INSTALL WITHIN 7 DAYS OF GRADING COMPLETION DO NOT DISTURB AREAS STEEP SLOPE, 3:1 (H: V) (33.3%) OR STEEPER GRADE TEMPORARY SEDIMENTATION BASIN WETLAND STABILIZED EMERGENCY OVERFLOW - 0 40 80 160 1 k0mi I GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 04 -ENG- 118236 -SHEET -EROS 5 OF 8 III WWWWWW.... ..WWWw.WWWWWWWWWWW/WWWWWWW II / I W W W W "• W "• W "• W "• 4 "• W \W W W "• W "• W "• W "• W "• W "• .� "• W "• W "• W "• W "• W "• W "• W "• W "• W "• W "• W "• .y W W W W W W W W W W W W W I I I I \ W W W W W W W W W W W W W Y W W W W W W° W/y W W W W W W/ W W W W W W W W W W W W W '-1 W WWWWWWWWWWWWWWW WW�.WWWWWWWWW�^WWWWWWWWWWWWWWWW�`�WW WWWWWW WWWW S III II WWWWYWWWWWWWWWWWWW W W W.�WW�WWWWWWWWWWWWWWWWWWWWWWWW WWWW W'W W %W IIIn WWWWWWWWWWWW WWW ��`WWWWWW... 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ELEV.=959.34 04 -ENG- 118236 -SHEET -SEED FEATHERSTONE 4TH ADDITION( o $ MONTICELLO, MINNESOTA GRADING SEQUENCE 1. INSTALL ROCK CONSTRUCTION ENTRANCE 2. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). 3. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING. 4. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF/ACRE OF AREA STRIPPED. CLEAN TEMP BASIN ONCE 50% FULL. 5. ALL SOILS WILL BE COMPACTED PER SPECIFICATIONS. 6. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 7. COMPLETE SITE GRADING PER PLAN. 8. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4" DEPTH. 9. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS. 10. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION PRACTICES GENERAL NOTES 1. THE STORM WATER POLLUTION PREVENTION MANAGER SHALL BE A PERSON TRAINED, KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL OVER SEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION. 2. 3. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER TEMPORARY CEASING GRADING OR COMPLETION OF GRADING. 4. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 6. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 7. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 8. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 9. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 10. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK- BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 11. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 & 3876. CONSISTING OF: • MN SEED MIX 22-111 @ 40 LBS. PER ACRE OR APPROVED EQUAL. • MULCH SHALL BE MNDOT TYPE 3 @ 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED. • TYPE 1 FERTILIZER, 10-10-20 @ 200 LBS. PER ACRE 10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 & 3876. CONSISTING OF: • MN SEED MIX 25-121 AT 75 POUNDS PER ACRE. • MULCH SHALL BE MNDOT TYPE 3 @ 2 TONS PER ACRE OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED.MULCH AT 90 % COVERAGE WITH DISC ANCHOR. • TYPE 3 FERTILIZER, 22-5-10 80%W.I.N @ 350 LBS PER ACRE. 11. SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFIER MULCH. 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. 13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 16. THE MINIMIZATION OF SOIL COMPACTION MUST BE USED ON AREAS OUTSIDE OF SPECIFIC COMPACTION REQUIRED AREAS. THESE PRACTICES INCLUDE: PREVENTING HEAVY EQUIPMENT TRAFFIC AND CONSTRUCTION TRAFFIC FROM AREAS, USING PRACTICES TO PREVENT CONCENTRATED FLOW OCCURRING OVER THE SOIL, PROVIDE LIGHT TRACKED EQUIPMENT TO CONSTRUCT AREA TO FINAL GRADE. THE AREAS REQUIRING LOOSE SOIL INCLUDE ALL TOPSOIL PLACEMENT AND INFILTRATION/FILTRATION BASINS. 6 4.00% w z i'ii.Gii. 14' 6 4.00% w z SVOQ`v w z 4" TOPSOIL, SEED, J AND MULCH OR SOD Cl) (TYPICAL) J 60' iG�p 32' GQ..Wm6 (FACE TO FACE) ® VARIES MODIFIED DESIGN D CURB & GUTTER 4.00% - 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE - 6" CLASS V GRAVEL (MODIFIED) - 12" TO " SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) �2 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 10 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. 2Z THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DFTFRMINFD BY THE CITY ENGINEER. �3 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY PltNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering. P.A. SEE PLATE 4006 FOR DETAILS CONSTRUCTION ACTIVITY REQUIREMENTS A. EROSION PREVENTION PRACTICES 1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 2. TEMPORARY STABILIZATION MUST BE INITIATED IMMEDIATELY WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION IF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 OR 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 OR 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. 3. ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS. THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. 4. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). 5. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. B. SEDIMENT CONTROL PRACTICES 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. IF DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER APPROVED METHODS AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN. 3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. 6. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. C. DEWATERING AND SURFACE DRAINAGE 1. DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. 2. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. D. INSPECTIONS AND MAINTENANCE 1. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) 2. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED OR SUPPLEMENTS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED. (SEE MPCA NPDES PERMIT IV.E.5). E. POLLUTION PREVENTION MANAGEMENT MEASURES 1. SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS. 2. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS. 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DECREASING IS ALLOWED ON SITE. R /W MQ� OpE �.1 5� w z w z am a duly Licensed Professional Engineer w z w z J J J J 0 0 0 0 J J J J LOT PROFILE l_ DIN OF FLOW STREET PROFILE DIRECTION OF FLOW ON STREET 0.5' 0.5' 0.5'- LOT BENCHING DETAIL NO SCALE DRAINAGE & UTILITY-\ 29'0 28.0 EASEMENT �F FINISHED GROUND ELEVATION O DLOCK N0. LOWEST OWS TIONPENING 7 LOT NO. ELEVSTEP HEIGHT HOUSE TYPES (IF REQUIRED) 31.5 R RAMBLER LOWEST FLOOR 'L =929.0 LO RAMBLER LOOKOUT ELEVATION LO MODIFIED LOOKOUT LO SEWO SPLIT ENTRY WALKOUT GARAGE ELEVATION 1° STEP RECOMMENDED \ LF=929.0 GARAGE SIDE` -37.0 FINISHED ELEVATION @ LOT CORNER 35.5 34.5 I hereby certify that this plan was prepared by me or under my direct supervision and that I % Revisions N`""` ""t/I - Paul J. Cherne am a duly Licensed Professional Engineer PJC/JMM under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 CE STREET LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) Date 10-30-2018 Designed PJC/JMM Drawn JMM FINISHED GROUND ELEVATION PER PLAN VARIES 10' - LO C3 ........... in 0 LOWEST OPENING' EGRESS PIT 0 VARIES 10' 35' FINISH GRADE GRADING GRADE 1 LOWEST OPENING 0 LO - LOWEST FLOOR PER PLAN in 0 r FINISHED GROUND ELEVATION U PER PLAN VARIES 10' 35' FINISH GRADE GRADING GRADE 1 LOWEST OPENING 0 LO L6 C3 :: _:, :::..•• LOWEST FLOOR PER PLAN in o r FINISHED GROUND ELEVATION U PER PLAN 60' 15' - - VARIES VARIES VARIES FINISH GRADE GARAGE ELEVATION PER PLAN 60' I I I SEE TYPICAL STREET SECTION 25' 15' - - VARIES VARIES VARIES- GAFAGE ELEVATION PER PLAN FINISH GRADE _i TOPSOIL,:..;:::. :::•:.::•:::.:::::.. ;;........... -t LO\\-SUBGRADE r , GRADING GRADE .5'- � I SEE TYPICAL U STREET SECTION MODIFIED *LOOKOUT 60' 25' 15' VARIES VARIES VARIES - GAF - AGE ARIESGAFAGE ELEVATION PER PLAN FINISH GRADE I TOPSOIL - � ;:t:•:•:•:......:•:::•:�:•::•::•::•::•:•::•:•:::..::•::.; � ... GRADING GRADE I SUBGRADE LO 0.5= I SEE TYPICAL U STREET SECTION LOOKOUT .e VARIES 10' 35' 25' 15' - - VARIES VARIES VARIES FINISH GRADE GAF ELEVATION PER PLAN FINISH GRADE GRADING GRADE I in TOPSOIL �;.;:.::::••'::.�:.::•:::.::::::.... 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MIN. SUBGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) 04 -ENG -1 18236-SHEET-DTLS-GRAD NOVAK-FLECK INC. FEATHERSTONE 4TH ADDITIONI GRADING DETAILS 8857 ZEALAND AVE N. % OF 8 BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. 3" OF 1 — 0 6" CRUSHED APPROVED EQUIVUA-rENT TAPER DEPTH AND WIDTH IN 10' SIDEWALK rl IDQ 4, rI ITTCo _f�3" OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE EXISTING CURB OVERFLOW IS Y2 OF THE CURB BOX HEIGHT PLAN WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL, DEFLECTOR PLATE — OVERFLOW IS )2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF FILTER ASSEMBLY CURB * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. FILTER ASSEMBLY DIAMETER, 6" ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC OVERFLOW SLOT IN SHROUD OVERFLOW SLOT IN SHROUD 1 • 0 0 0 WING NUT ATTACHMENT HOOK SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 �� 10-30-2018 Designed PJC/JMM E c m n¢ D 4x4 TREATED POST I � a6 N L0.0 Em S 3" WIDE BY 30" LONG BROWN H- E ALUMINUM SIGN WITH 1-1/2" W 0) _j 11 V HIGH WHITE LETTERING 31" A CD W T I O ¢ O c� Lo 0 O lk� O =O = N 4,-0" A (D O O DO N O r _I I r R E A 17" - GRADE SET POST IN QUICKCREFF FAST -SETTING CONCRETE OR APPROVED EQUAL. 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'03-15 Where LIIC IIVW VI WULC1 IS sheeting, place sod strips Perpendicular to the direction of water flow. SHINGL Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Title: Standard Plate Library Sod Placement City of Monticello Date: 03-07 Plate No. Revised: 03-15 6010 I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I Paul J. - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. 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'03-15 Where LIIC IIVW VI WULC1 IS sheeting, place sod strips Perpendicular to the direction of water flow. SHINGL Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Title: Standard Plate Library Sod Placement City of Monticello Date: 03-07 Plate No. Revised: 03-15 6010 I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I Paul J. - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 1 ` S60 Date 11-5-2018 Date 10-30-2018 Designed PJC/JMM Drawn JMM C 0 7 STAPLES PER SO- YD- 1.16 STAPLES PER SO. YD. 4'1 SLOPES 3:1 SLOPES ANN 0" �20 • • • * • 3.3' 375 STAPLES PER 50 -YD - HIGH FLOW CHANNEL & SHORELINE 2'� I 3A .� O �l a 2 O 'iiiii:�iiiiiiiii'. 5 1 PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A S" (15=) DEEP X6"(15,-) WIDE TRENCH WITH APPROXIMATELY 12"J30-) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE BLANKET WITH A ROW OF STAPLEWSTAKES APPROXIMATELY 12'(30 -)APART IN THE BOTTOM OFTHE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30-) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL- SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12" (30m) APART ACROSS THE WIDTH OF THE BLANKET. 3, ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL OOT SYSTEM, STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY T -F (&--12.5-) ) OVERLAP DEPENDING ON RLANKETTYPF- TO FNSURF PROPER SFAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING RLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET, 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3 -(7,5 -)OVERLAP, STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 17130un} APART ACROSS ENTIRE BLANKET WIDTH. NOTE: `IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 0' (1&.) MAYBE NECESSARY TO PROPERLY SECURE THE BLANKETS. Title: Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation City of Monticello Date: 03-08 Plate No. Revised: 6011 03-15 GRADING DETAILS NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 0 U N O Z Z O LIQ Ld ~ a; M Q LL_ � O Z J J o Q J Z W N L.L U J U) LL O Z Z O O Z H- Z zS Q U Z H W W O J F= Q (� z W CJ W Q (n W M J LU W f U QJ Ld d H- O < \ I Q >_ > V H- � f O > 0 W _J W _J O W 0— 0 J = 04 -ENG- 118236-SHEET-DTLS-GRAD FEATHERSTONE 4TH ADDITION 8 0 8 MONTICELLO, MINNESOTA I 0 0 z z H-< Cn <n 0 > C� Ld W (.00 Z O O OU H- U LL =) W 0) _j 11 W c/)OZJO W 0 W Z CD W a O ¢ O c� Lo J O lk� O =O = W z (D O O DO N O r _I I r 0 U N O Z Z O LIQ Ld ~ a; M Q LL_ � O Z J J o Q J Z W N L.L U J U) LL O Z Z O O Z H- Z zS Q U Z H W W O J F= Q (� z W CJ W Q (n W M J LU W f U QJ Ld d H- O < \ I Q >_ > V H- � f O > 0 W _J W _J O W 0— 0 J = 04 -ENG- 118236-SHEET-DTLS-GRAD FEATHERSTONE 4TH ADDITION 8 0 8 MONTICELLO, MINNESOTA I I-,' ATH RSTON 4TH ADDITION FINAL UTILITY & S'I'R T CONS'1'1lUCTION PLAN MONTIC 0 MINN SO \ I \i\_j \-/ ---- �/ / // / \�� \\ J / I I I ^ \�, \ I ' I I I y L---1-- 77 1 0. \\ � y � :'moi �• /_4 \ > \ /\ GENE AL NOTES:/ / \ J li III 'I � I \ / A. /ALL STREETCONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITION \/ \ OF THE. -CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. \\ �. ALLf ,ANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE MOST RECENT \ / EDITION OF THE CITY OF MONTICELLO STANDARDS &SPECIFICATIONS. - \\ �/ y ALL STORM SEWER CONSTRUCTION SHALL CONFORM TOT HE MOST RECENT EDITION OF THE CITY OF MONTICELLO STANDARDS * SPECIFICATIONS. D. ALL WATER"DISTRIBUTION CONSTRUCTION SHALL CONFORM TO THE MOST ' RECENT'EDITION OF THE CITY OF MONTICELLO STANDARDS & SPECIFICATIONS. I / --- ;--- - - -- --- i/ E. PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS HAVE BEEN j / /TAKEN AND ROADWAY CONDITIONS ARE APPROVED BY THE ENGINEER. J I , I CITY ENGINEER APPROVAL- / PLAN DATE — — — — — —\ F — /---- I ' I I t I NAME REG. NO. DATE I j I 1 I 1 I 1 ---------------------------- I L--------- ----------- L PISNEERengineenng CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651) 681-1914 I hereby certify that this plan was prepared by Name G P� Revisions Date 10-30-2018 2422 Enterprise Drive me or under my direct supervision and that I - Mendota Heights, MN 55120 Fax: reng.c 88 am a duly Licensed Professional Engineer Paul J. Cherne Designed P7C/7MM www.pioneereng.com under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Drawn JMM © 2018 Pioneer Engineering, P.A. TA COVER SHEET I T_ / \ 1 I I I I NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 v T121N R25W j1 1615 ; 21 22 i1 L�� UUUW-J1 Q wll ISITE1 LOCATION MAP N 0 50 100 200 GRAPHIC SCALE IN FEET SHEET INDEX 1. COVER SHEET 2. LEGEND 3. SHEET INDEX 4-6. SANITARY S EWER & WATERMAIN 7-9. STORM SEWER 10-12. STREET CONSTRUCTION 13. SIGN & LIGHTING PLAN 14-19. DETAILS BENCH MARK ® TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 Know whcb'eOW. Ca before you dig. 04-ENG-118236-SHEET-COVR FEATHERSTONE 4TH ADDITION1 0 19 MONTICELLO, MINNESOTA I EXISTING O ---->-----> SEDIMENT CONTROL ---->-----> STANDARD EROSION CONTROL FM FM- M +T+T+T+T+T+T >Z SECONDARY EROSION CONTROL FENCE �»� PERF PERF DT DT— e e fo fo 9 9 + 1+ rY W W >> W W ----- -- — — — — IIIIIW. II I ---->>----->>- I I ---------------------- I� ---------------------- e e ELEVATION fo fo FES 9 9 F—F petro t t tv tv oh oh EXISTING —902- -900-- - — — — — — — — — — — — — — — — — — — — — — BUFFER 902— BUFFER FEMA ---------------------- x x # # [] H IT EXISTING ---------------------- UTILITY LINES PROPOSED O > > Fbl 'Irl N 4& petro t t— tv tv — oh oh— SITE LINES PROPOSED 02— OUTLET=987.0 HWL=900.2 84.3 X BUFFER FEMA -+ X x # # — C W + SURVEY LINES PROPOSED ---------------------- GRAVEL SURFACE — — — BITUMINOUS SURFACE CONCRETE SURFACE LEGEND FUTURE 0 > > > > FM FM D 4 D » >> » >> P» PERF PERF DT DT — _e e fo fo 9 9 petro t t tv tv oh oh FUTURE ---------------- OUTLET=987.0 HWL=900.2 BUFFER FEMA x x FUTURE ---------------------- HATCH PATTERNS SELECT BACKFILL MATERIAL EROSION CONTROL BLANKET MNDOT CATEGORY PER PLAN PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2018 Pioneer Engineering, P.A. SEDIMENT CONTROL OF CURB ELEVATION STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ +T+T+T+T+T+T >Z SECONDARY EROSION CONTROL FENCE �»� PERF PERF DT DT— e e fo fo 9 9 petro t t— tv tv — oh oh— SITE LINES PROPOSED 02— OUTLET=987.0 HWL=900.2 84.3 X BUFFER FEMA -+ X x # # — C W + SURVEY LINES PROPOSED ---------------------- GRAVEL SURFACE — — — BITUMINOUS SURFACE CONCRETE SURFACE LEGEND FUTURE 0 > > > > FM FM D 4 D » >> » >> P» PERF PERF DT DT — _e e fo fo 9 9 petro t t tv tv oh oh FUTURE ---------------- OUTLET=987.0 HWL=900.2 BUFFER FEMA x x FUTURE ---------------------- HATCH PATTERNS SELECT BACKFILL MATERIAL EROSION CONTROL BLANKET MNDOT CATEGORY PER PLAN PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2018 Pioneer Engineering, P.A. 112Mel :a2ffeIr SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING I hereby certify that this plan was prepared by Name G% ® Revisions me or under my direct supervision and that I/I Paul J. - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Datc 1 1-5-2018 TOPOGRAPHIC SYMBOLS B CATCH BASIN ® CATCH BASIN BEEHIVE 0 FLARED END SECTION M GATE VALVE 1�0? HYDRANT WATER SERVICE WELL WATER WELL ®° MONITORING WELL o CLEANOUT 0 HAND HOLE 0 MANHOLE OTHER THAN SANITARY OR STORM 0 SANITARY OR STORM MANHOLE N v LAWN SPRINKLER VALVE SH LAWN SPRINKLER HEAD t UTILITY POLE ❑T TRANSFORMER BOX Fo FIBER OPTIC BOX ■ ELECTRIC BOX • NATURAL GAS METER o LIGHT POLE O SEMAPHORE I] TELEPHONE BOX 0 CABLE BOX CASTIRON MONUMENT • FOUND IRON PIPE J� JUDICIAL LAND MARK 0 PK NAIL 0 CONTROL POINT 0 C_ FLAGPOLE Q� TEST HOLE ® MAILBOX O BOLLARD CONSERVATION POST DECIDUOUS TREE \ CONIFEROUS TREE O SHRUB / BUSH EROSION & SEDIMENT CONTROL OF CURB ELEVATION STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ +T+T+T+T+T+T 08.15 T. 0. = SECONDARY EROSION CONTROL FENCE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ N 1 + TREE FENCE — --- — + OUT GUTTER) 08.32 = + + + + + + 1+ rY W W >> W W 4+46.57 IIIIIW. II I W W I I I I I W W I I I I� 112Mel :a2ffeIr SANITARY MANHOLE SANITARY SEWER (SANITARY & WATERMAIN PLANS) SANITARY SEWER (STORM SEWER PLANS) FORCE MAIN HYDRANT GATE VALVE REDUCER CURB STOP WATERMAIN (SANITARY & WATERMAIN PLANS) WATERMAIN (STORM SEWER PLANS) CATCH BASIN BEEHIVE STORM MANHOLE FLARED END SECTION CONTROL STRUCTURE STORM SEWER (SANITARY & WATERMAIN PLANS) STORM SEWER (STORM SEWER PLANS) CULVERT PERFORATED DRAINTILE SOLID DRAINTILE SERVICE CASING UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS PIPELINE UNDERGROUND PETROLEUM PIPELINE UNDERGROUND TELEPHONE LINES UNDERGROUND TELEVISION LINE OVERHEAD UTILITY LINES DESCRIPTION SURMOUNTABLE CURB & GUTTER B—STYLE CURB & GUTTER RIBBON CURB & GUTTER EDGE OF BITUMINOUS YELLOW PAVEMENT STRIPING (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE CENTERLINE 2' CONTOUR LINE 10' CONTOUR LINE BASIN OUTLET LINE BASIN HIGH WATER LINE PROPOSED SPOT ELEVATION EMERGENCY OVERFLOW DRAINAGE FLOW ARROW DELINEATED / PROPOSED WETLAND LINE WETLAND BUFFER TREE LINE FEMA FLOODPLAIN BOUNDARY RETAINING WALL FENCE (BARBED WIRE) FENCE (CHAIN LINK) FENCE (WOOD) CONSERVATION AREA SIGN WETLAND BUFFER SIGN TYPE III BARRICADE LIGHT POLE STREET SIGNS PEDESTRIAN RAMP DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE EASEMENT SET BACK LINE SECTION LINE RESTRICTED ACCESS WETLAND WETLAND UPLAND BUFFER WETLAND MITIGATION PERMANENT TURF RESTORATION PERMANENT WET BASIN SEEDING UPLAND/NATURAL AREA SEEDING I hereby certify that this plan was prepared by Name G% ® Revisions me or under my direct supervision and that I/I Paul J. - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Datc 1 1-5-2018 TOPOGRAPHIC SYMBOLS B CATCH BASIN ® CATCH BASIN BEEHIVE 0 FLARED END SECTION M GATE VALVE 1�0? HYDRANT WATER SERVICE WELL WATER WELL ®° MONITORING WELL o CLEANOUT 0 HAND HOLE 0 MANHOLE OTHER THAN SANITARY OR STORM 0 SANITARY OR STORM MANHOLE N v LAWN SPRINKLER VALVE SH LAWN SPRINKLER HEAD t UTILITY POLE ❑T TRANSFORMER BOX Fo FIBER OPTIC BOX ■ ELECTRIC BOX • NATURAL GAS METER o LIGHT POLE O SEMAPHORE I] TELEPHONE BOX 0 CABLE BOX CASTIRON MONUMENT • FOUND IRON PIPE J� JUDICIAL LAND MARK 0 PK NAIL 0 CONTROL POINT 0 C_ FLAGPOLE Q� TEST HOLE ® MAILBOX O BOLLARD CONSERVATION POST DECIDUOUS TREE \ CONIFEROUS TREE O SHRUB / BUSH EROSION & SEDIMENT CONTROL OF CURB ELEVATION STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY—DUTY EROSION CONTROL 08.15 T. 0. = SECONDARY EROSION CONTROL FENCE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ N EROSION CONTROL AT BACK OF CURB I( I( I( I( I( I( I( I( I( I( TREE FENCE — --- — TEMPORARY DIVERSION DITCH OUT GUTTER) 08.32 = OCATCH BASIN INLET PROTECTION 4+46.57 STRAW BIO ROLLS B618 CURB ROCK BERM >> SUMPED RIP RAP PERMANENT 4+46.57 ENERGY DISSIPATER DISCHARGE LOCATION ❑0000000❑ 000000000 GRAVEL CONSTRUCTION ENTRANCE ❑0000000❑ 13 TEMPORARY OUTLET FLOATING SKIMMER BASIN ACCESS 8% SLOPE MAX. STABILIZED EMERGENCY OVERFLOW X111 j STEEP SLOPE 3:1 (H: V) 1 i 11 (33.3%) OR STEEPER GRADE CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T. 0. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB — --- — (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB 08.32 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB — — — — (TIP OUT GUTTER) = BITUMINOUS ELEVATION f07.82 4+46.57 FES FLARED END SECTION Date 10-30-2018 Designed PJC/JMM Drawn JMM LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) DRAINAGE & UTILITY 29.0 — — — — EASEMENT \F FINISHED GROUND O ELEVATION I LOWEST OPENING 7 ELEVATION STEP HEIGHT (IF REQUIRED)\1 31.5 LOWEST FLOOR L =919.0 ELEVATION L0� GARAGE ELEVATION I 1' STEP RECOMMENDED I\ LF=929.0 GARAGE SIDE i_--37.0 FINISHED ELEVATION @ LOT CORNER �L — — — — — — 35.5 LEGEND STREET 28.0 BLOCK NO. LOT NO. HOUSE TYPES R RAMBLER OR SPLIT ENTRY LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT WO —RAMBLER WALKOUT SE SPILT ENTRY SEWO—SPLIT ENTRY WALK OUT SLO — SIDE LOOKOUT SWO — SIDE WALKOUT ---J 34.5 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 STRUCTURE TABLE STRUCTURE ABBREVIATIONS A ALGEBRAIC DIFFERENCE B—B BACK TO BACK BV BUTTERFLY VALVE BOC BACK OF CURB BFE BASE FLOOD ELEVATION BMP BEST MANAGEMENT PRACTICE STMH CENTER LINE CB CATCHBASIN CBMH CATCHBASIN MANHOLE CMP CORRUGATED METAL PIPE CO CLEAN OUT CS CURB STOP DIP DUCTILE IRON PIPE DT DRAINTILE EL/ELEV ELEVATION EX EXISTING FES FLARED END SECTION F—F FACE TO FACE FM FORCEMAIN GB GRADE BREAK GND GROUND GV GATE VALVE HP HIGH POINT HYD HYDRANT HWL HIGH WATER LEVEL INV INVERT K CURVE COEFFICIENT L LENGTH LF LOWEST FLOOR LO LOOKOUT LO LOWEST OPENING LP LIQUID PETROLEUM LP LOW POINT MH MANHOLE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION R PROPERTY LINE PRC POINT OF REVERSE CURVATURE PVT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RAMBLER RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SSWR SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN TNH TOP NUT HYDRANT TYP TYPICAL WM WATER MAIN WO WALKOUT LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) DRAINAGE & UTILITY 29.0 — — — — EASEMENT \F FINISHED GROUND O ELEVATION I LOWEST OPENING 7 ELEVATION STEP HEIGHT (IF REQUIRED)\1 31.5 LOWEST FLOOR L =919.0 ELEVATION L0� GARAGE ELEVATION I 1' STEP RECOMMENDED I\ LF=929.0 GARAGE SIDE i_--37.0 FINISHED ELEVATION @ LOT CORNER �L — — — — — — 35.5 LEGEND STREET 28.0 BLOCK NO. LOT NO. HOUSE TYPES R RAMBLER OR SPLIT ENTRY LO RAMBLER LOOKOUT OR SPLIT ENTRY WALKOUT WO —RAMBLER WALKOUT SE SPILT ENTRY SEWO—SPLIT ENTRY WALK OUT SLO — SIDE LOOKOUT SWO — SIDE WALKOUT ---J 34.5 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH NAME TYPE SIZE CASTING OR EQUAL 201 STMH 60" DIA. R-1642 202 CBMH 60" DIA. R-3067 V 202A CB 36"X24" R-3067 V 203 CBMH 60" DIA. R-3067 V 203B CB 36"X24" R-3067 V 204 CBMH 60" DIA. R-4342 205 CBMH 72" DIA. R-4342 206 CBMH 48" DIA. R-4342 207 CB 27" DIA. R-4342 210 CBMH 48" DIA. R-4342 211 CBMH 48" DIA. R-4342 212 CBMH 48" DIA. R-3067 V 213 CBMH 60" DIA. R-3067 V 214 CBMH 48" DIA. R-4342 215 CBMH 48" DIA. R-3067 V 216 CB 36"X24" R-3067 V 302 CBMH 48" DIA. R-4342 303 CBMH 48" DIA. R-4342 304 CB 27" DIA. R-4342 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 04 -ENC- 118236-SHEET-LGND 2 0 19 ILiI I I II OUTLOT B OUTLOT A =ET N.E. SANITARY AND WATERMAIN SHEETS (NTS) PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. ---�- I hereby certify that this plan was prepared by NameG% ® Revisions me or under my direct supervision and that I /I Paul _ — am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Datc 11-5-2018 � I / 10 I II OUTLOT A I i 14 :ET N.E. �3 u » / C :ET N.E. STORM SEWER SHEETS STREET SHEETS (NTS) (NTS) Date 10-30-2018 NOVAK-FLECK INC. FEATHERSTONE 4TH ADDITION Designed PJC/JMM SHEET INDEX 8857 ZEALAND AVE N. Drawn JMM BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA y L C C 04 -ENG- 118236 -SHEET -INDEX 3 0 19 I hereby certify that this plan was prepared by NameG% ® Revisions me or under my direct supervision and that I /I Paul _ — am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Datc 11-5-2018 � I / 10 I II OUTLOT A I i 14 :ET N.E. �3 u » / C :ET N.E. STORM SEWER SHEETS STREET SHEETS (NTS) (NTS) Date 10-30-2018 NOVAK-FLECK INC. FEATHERSTONE 4TH ADDITION Designed PJC/JMM SHEET INDEX 8857 ZEALAND AVE N. Drawn JMM BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA y L C C 04 -ENG- 118236 -SHEET -INDEX 3 0 19 HYDRANT 8"X6"TEE W/6"GV \ / 11'-6"DIP CL52 / GND. ELEV.=966.9 STA: 22+12.0 1 9 22 � 9 'A00 \ / � J 8"GV STA: 23+82.14 8"X8" TEE STA: 24+09.09 GENERAL NOTES: 1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR -26 940 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLE. 3. WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BEND JUST BEFORE THE RISER PIPE. 5. SANITARY SEWER & WATER SERVICES SHALL BE CONSTRUCTED 11' BEYOND RIGHT-OF-WAY. 975 �V C:) 0/ I,O j HYDRANT 6 8"X6"TEE W/6"GV 2 9'-6"DIP CL52 / GND. ELEV.=958.6 / STA: 26+27.2 x°0 CS: 960.2 >> INV: 950.4 LF =9540+64 G 961.6 >>\� zzi z:L STRF _ 28+00 ' I - /� ------ -211 --- / 28+50.00 I / 4 1 Ld a NOTE: CONNECT TO EXISTING 8"DIP SFFT N WATERMAIN. CONTRACTOR TO FIELD VERIFY LOCATION - & ELEVATION. 2 _ 3 2 3 O \ CS: 960.7 CS: 960.6 g g INV: 950.7 INV: 950.6 85TH STREET NE STA: 1+20 I I STA: 0+34 I LF=954.1 I I LF=954.5 I G 961.6 G 962.0 I LOCATION MAP _ "qV 8"X8" 1fE l 8"GV -T4:28 86.15 S A: 29+ _ _ _ - J STA: 30+57.53 0 -----1-----1---------1-- 29+00 I 30+00 O 31+00 32+ 0 -F> +-> >I - ��----->r---->r---->>---- LLJ Z `9� IMH-201 -----�\ IMH-131 29+22.83 -NOTE: i 30+76.42 - I CONNECT Tt - EXISTING 8"PVC O SANITARY. CONTRACTOR TO U 6 FIELD VERIFY LOCATION 1 _ & ELEVATION. O 4BENCH MARK 00 TOP OF NUT HYDRANT 0 25 50 100 NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 GRAPHIC SCALE IN FEET 86TH STREET NE 975 970 1 N L; w 970 I I 100 0 0000, CO ai00 66 M p�j 0000 tb �M .. �M� 't.. ro0��6' 965 965 0) 7a) 0) LO � C4 0) 0_1 Zp u7� D _ c))- z 0 0> _;QC)>>> � �>> �' m Z my-jZ Z Z W (r m Z Z EXISTING 9 6 01 GROUND 960 MZ 8 NOTE - DIP CL52 c� PROPOSED CONNECT TO EXISTING 8 DIP 955 GRADE Il WATERMAIN. CONTRACTOR TO 955 M � ? cn 1 -7.5, MIN. I FIELD VERIFY LOCATION x c.I & ELEVATION. � z'II 8" DIP CL52 WM I I NOTE: X _ H EX. 8" DIP CONNECT TO EXISTING 950 _ _ _ SANITARY SEWER. 950 1� CONTRACTOR TO FIELD VERIFY LOCATION & 73'135' - - - - - - - _ _ ELEVATION. 8" PVC SDR 35 ------_____-__ -------_ 94500.40% 450.40 8" PVC SDR 35 't m EX. 231' - - - - - - 0.50% 0)Z)EX. 19' 8" PVC SDR 35 945 'tN 8" PVC SDR 35 @ 0.50% rn @ 0.50% z 940 940 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 PISNEERengineering 04 -ENG- 118236 -SHEET -31 I CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651) 681-1914 2422 Enterprise Drive I hereby certify that this plan was prepared by Ne G%_ Revisions ""✓� Date 10-30-2018 SANITARY SEWER & WATERMAIN NOVAK-FLECK INC. FEATHERSTONE 4TH ADDITION Fax: 681-9488 me or under my direct supervision and that I _ Paul J. Cherne Designed PJC/JMM 8857 ZEALAND AVE N. 4 OF 19 Mendota Heights, MN 55120 www.pioneereng.com am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Date 1 1-5-2018 Drawn 1MM CONSTRUCTION BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I © 2018 Pioneer Engineering, P.A. 3 2 4 CS: 964.4 CS: 963.5 INV: 954.4 I INV: 953.5 I STA: 0+91 STA: 1+42 I 1 LF=958.2 1 LF=959.3 I I G 965.7 G 966.8 I I I 1 L _ 1 CS: 961.3 J I INV: 951.3 STA: 0+83 LF=957.4 HYDRANT / 8"X6"TEE W/6"GV 10'-6"DIP CL52 GND. ELEV.=962.9 y IMH-23I-/ G 966.3 LF=958.8 CS: 963.8 INV: 953.8 STA: 1 +36 4 G 964.9 J I 8"G V STA: 0+37.1 � I 1 - IMH-22I=1+0000 1L964.7I . SII1 II T963,9 C: 962.5 _ 1 s =960.c I INV: 952.5 I 1 LF CS: 961.8 STA: 0+43 I INV: 951.8 1 5 4 STA: 0+75 1 6 85TH STREET NE LOCATION MAP GENERAL NOTES: 1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR -26 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLE. 3. WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BENCH MARK BEND JUST BEFORE THE RISER PIPE. TOP OF NUT HYDRANT 5. SANITARY SEWER & WATER SERVICES SHALL BE 0 25 50 100 NE QUADRANT OF CONSTRUCTED 11' BEYOND RIGHT-OF-WAY.87TH STREET NE & EBERSOLE AVE. - ELEV.=959.34 GRAPHIC SCALE IN FEET 975 • 955 cue PltNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 pioneer Engineering. P.A. 86TH COURT NE 71 975 I 001 z V)_I w O oo I 0 - _ Cf) r1_ LO�-rn �N "1 "1 00 "�~ ro0i oo 00 - 970 ntDND lC) 0i ;j- NM -O C0.;J- I, r,00 1 o 0cornF to o0 00� =�J> NCO I�17� ,I- 0) 'M mz C14 Lo z0 rn rn 0» C\j 0) -0 'zz I C) >>> _Q M 965 PROPOSED GRADE \960 EXISTING 1\ � GROUND I -7.5' MIN. 8" DIP CL 52 WM 955 950 150' 8" PVC SDR 35 100' ® 0.50% 8" PVC SDR 35 ® 0.50% 945 940 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 04 -ENG- 118236 -SHEET -312 I hereby certify that this plan was prepared by G%_ Revisions Date 10-30-2018 SANITARY SEWER & WATERMAIN NOVAK-FLECK INC. me or under my direct supervision and that I N`""` "'^tii FEATHERSTONE 4TH ADDITION au1J.Cherne am a duly Licensed Professional Engineer Designed PJC/JMM 8857 ZEALAND AVE N. 5 OF 19 under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 Drawn JMM CONSTRUCTION BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I 004 'I 0 17 I Q0LO J 1 I _ ♦ y' IMH-201 _ --29-+22.83 g �- �-- � II o.,D�O 2 y I -o r co� .I I o4�- 3 85TH STREET NE LOCATION MAP GENERAL NOTES: 1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR -26 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLE. 3. WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BENCH MARK BEND JUST BEFORE THE RISER PIPE. TOP OF NUT HYDRANT 5. SANITARY SEWER & WATER SERVICES SHALL BE 0 25 50 100 NE QUADRANT OF CONSTRUCTED 11' BEYOND RIGHT-OF-WAY.87TH STREET NE & EBERSOLE AVE. - ELEV.=959.34 GRAPHIC SCALE IN FEET 975 • 955 cue PltNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 pioneer Engineering. P.A. 86TH COURT NE 71 975 I 001 z V)_I w O oo I 0 - _ Cf) r1_ LO�-rn �N "1 "1 00 "�~ ro0i oo 00 - 970 ntDND lC) 0i ;j- NM -O C0.;J- I, r,00 1 o 0cornF to o0 00� =�J> NCO I�17� ,I- 0) 'M mz C14 Lo z0 rn rn 0» C\j 0) -0 'zz I C) >>> _Q M 965 PROPOSED GRADE \960 EXISTING 1\ � GROUND I -7.5' MIN. 8" DIP CL 52 WM 955 950 150' 8" PVC SDR 35 100' ® 0.50% 8" PVC SDR 35 ® 0.50% 945 940 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50 04 -ENG- 118236 -SHEET -312 I hereby certify that this plan was prepared by G%_ Revisions Date 10-30-2018 SANITARY SEWER & WATERMAIN NOVAK-FLECK INC. me or under my direct supervision and that I N`""` "'^tii FEATHERSTONE 4TH ADDITION au1J.Cherne am a duly Licensed Professional Engineer Designed PJC/JMM 8857 ZEALAND AVE N. 5 OF 19 under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 Drawn JMM CONSTRUCTION BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA I HYDRANT 5 8"X6"TEE W/6"GV 6 CS: 962.4 G) CS: 963.1 INV: 952.4 19 -6 DIP CL52 INV: 953.1 I I STA: 1+96 GND. ELEV.=963.2STA:0+08 I I LF=958.0 STA: 2+47.8 CS: 963.7 \ \ 5 G 964.0 INV: 953.7 \ �F=gSg' I I 8 \ STA: 0+93 \ \ G g64.5 I I CS: 964.7 \ \ �F =g5 00 INV: 954.7 \ \ G 965• STA: 1+78 \ g \ 960.5 \ HYDRANT 8"X6"TEE W/6"GV 23'-6"DIP CL52 GND. ELEV.=960.4 4 STA: 5+62.1 CS: 961.7 3 INV: 951.7 CS: 961.4 STA: 1+11 I INV: 951.4 2 LF=957 0 STA: 0+26 i G 963.0 I LF_ 957 0 / CS: 961.0 I I C 963 0 / INV: 951.0 J L I I / / , STA: 1 +64 -j L - / l C 962 6.5 1 0 - / 5 / CS: 960.7 J INV:950.7 \STA: 0+76 Ld a 6 5 \ \ 5+00 9 S8 I CS: 965.3 \\ \\ G 96 `- 4+00 _ , 1 .1 6+00 INV: 955.3 ` / 8 STA: 2+92 \ \ ' HYDRANT s �F =960. G \ \ 3ko \ 8"X6"TEE W/6"GV SrRFF I I j v 966.5 \ 7 • I \ 23'-6"DIP CL5200001- l N - - MN -s1 - _- - _ - - �� GND. ELEV.=958.7 I J 4#-0 Cr � f I � 8 GV � � -1 � STA. 8+79.0 z STA: 0+37.03 _ 962.8 = MHart AI L I I LFg 958.0 I I F 959 / 6+50.00 8)T NOTE: �, o 8"X8" TEE N \ � \ 964.5 I I CS: 962.4 I I CS: 961.5 / y ST / CONNECT TO EXISTING 8 DIP v STA:8"X8+09.09 o \. - �e ' \ \ GF;g58.5 I I INV: 952.4 INV:951.5 / \REED. \ WATERMAIN. CONTRACTOR TO �\ \ CS: 963.3 STA: 1+83 STA: 0+84 \NF , &EELEVALD TION. IFY LOCATION 85TH STREET NE 0 0 00_ - INV: 953.3 2 \ \ 965 5 5 10 STA: 0+52 \ CONTRACTOR TO SALVAGE & LOCATION MAP X11 \ \ G o5g' \ 3 \ \ \\ RELOCATE EXISTING HYDRANT. - \ F CS: 964.2 \� INV: 954.2 \ X 8"GV \ \ \� STA: 8+85.14 00 - - - e+ :�o 5 \ \\ STA:1+42 \ \\ \\ 4 IMH-30 \ \ 8+50.00 CS: 965.1 �\ \ V_F,959 \ \ INV: 955.1 NOTE: \ _ o CS: 965.1 STA: 2+28 CONNECT TO EXISTING 8"PVC \ \ ren INV: 955.1 SANITARY. CONTRACTOR TO r INV:95 .1 5 FIELD VERIFY LOCATION �ZI 6 & ELEVATION. \ I, 1 GENERAL NOTES: rn 1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR -26 2. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLE. 3. WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/ 7.5' MINIMUM COVER. 4. SANITARY SEWER INVERTS ARE SHOWN AT THE BENCH MARK BEND JUST BEFORE THE RISER PIPE. TOP OF NUT HYDRANT 5. SANITARY SEWER & WATER SERVICES SHALL BE 0 25 50 100 NE QUADRANT OF CONSTRUCTED 11' BEYOND RIGHT-OF-WAY. ` , 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 GRAPHIC SCALE IN FEET 975 970 0 �z MA 1 MA •, -0+50 0+00 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. 00 LO n (V D 'n ��rn ro (D M p) O > z w z 100 CO r\ 0 �o CA 0 H CA O Mrn�z0 _ > > m Z Z PROPOSED GRADE -7.5' MIN. EXISTING GROUND 8" DIP CL52 WM 323' 8" PVC SDR 35 ® 0.80% 0+50 1+00 1+50 2+00 2+50 3+00 I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I aulJ. me - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 248' 8" PVC SDR 35 @ 0.80% 3+50 4+00 4+50 5+00 5+50 Date 10-30-2018 Designed PJC/JMM Drawn JMM 87TH STREET NE w �Z V) ^I FI 00 CO CO 't0) o) r U):)z0 _ > > ymZZ 3: Cf) Do 00 rn 0) cV M 00Mt(.6 CY) r-� U-) M H 0 U-) _O z0 >> g 'm Z Z NOTE - CONNECT TO EXISTING 8"DIP WATERMAIN. CONTRACTOR TO FIELD VERIFY LOCATION _ & ELEVATION. I \ �x EX 8" 199' 8" PVC SDR 35 0.80% LOWER WATERMIAN TO MAINTAIN 18" SEPARATION INSULATE WATERMAIN PER CITY PLATE 2006 6+00 6+50 7+00 7+50 8+00 SANITARY SEWER & WATERMAIN CONSTRUCTION • DIP NOTE CONNECT TO EXISTING SANITARY SEWER. 001 _ _ CONTRACTOR TO FIELD VERIFY LOCATION & - - - -ELEVATION.- EX. 170" - - -_- - 8" PVC SDR 35 - - © 2.00% 8+50 9+00 9+50 10+00 10+50 11+00 NOVAK-FLECK INC. FEATHERSTONE 4TH ADDITION 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA 975 970 955 021 04 -ENG -1 18236 -SHEET -313 6 0 19 >f i� CBMH-2061 CB -2071 1-2101 >) X I» MH -2051 CBMH- C 970 z I Wz N"I z 1) U). Un " I i� U-) tr) �n C� NLO LO U) (V 0 LO Lq CF)0� 965 N N Lo 0��0) 0)0) N(60O 0)H r- (D plrnt'�O C14 0)H 2��Z0 =;��Z Z0 �> M fnJ �O > > > LI�mZ _j UWmZZ USM ZZ n rn PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2018 Pioneer Engineering, P.A. 90' 15" RCP CL5 00.30% n nn 173' 15 RCP CL5 00.30% r rn I hereby certify that this plan was prepared by NameG% ® Revisions me or under my direct supervision and that I/I Paul J. - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19860 Darr 11-5-2018 3 J EflEE I 10+00 11+00 i i I 179' 30 RCP CL3 0.30% 12+00_ �1 13+00 11 z 10-30-2018 to3.1 3 1 10 LO PO O LM z 3:.l M pry I�M W O) r) - U-) ON N p 0) 0) H u `� c0 r� 0) N r- Gi Nj "t I =Z 0) O �N NO) ��>>> OH I ti00 Z) 0WMzZZ =;0)r-ZZU >>> U y M Z Z PROPOSED GRADE EXISTING GROUND C nn A • rn A • 32' 149' 30" RCP CL3 30 RCP CL3 0 0.30% 0.35�I c� c� azz�Z NX X Date 10-30-2018 Designed PJC/JMM Drawn JMM \ / WZ V). M pry 0j W CpNpp�rn N "I NtO�p� =0r)I\ZO M M O H >> z z O U')M 0j O O O N Z I N > W �z _33" F.E.S. W/ TRASH GUARD, 20.0 C.Y.- CL.III RIP RAP W/GEOTEXTILE FILTER BLANKET SHEET PILING INCIDENTAL TIE LAST 3 JOINTS 109' 42' \ 33" RCP CL3 33" RCP CL3 00.30% @ 0.30% GROUTED RIP RAP n rn n nn A rn A nn n rn STORM SEWER CONSTRUCTION n nn n rn A nn NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 W Z I V) "I 00 p�M U-) C) 00 � 04 ¢ NC.)) O0 N � N tO NI-t()NrzppO) 0)H pNO�iMO Lr) Z m��> m�0 Z Z »> U W m Z U S M PROPOSED GRADE EXISTING GROUND 8' 15" RCP CL 1.00% z v 85TH STREET NE LOCATION MAP !0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 W Z in Q Lr) � 0 M—r" PM � � 0) m�pCY) ONOt L� tn� NOLO) 0)H pN0�iM0 2��Z Z0 Uy_mZ C:y ZZ PROPOSED GRADE EXISTING \' GROUND T. 8 15" RCP CL5 1.0 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 975 955 04 -ENG- 118236 -SHEET -321 7 0 19 / / ICBMH-215 / 24+58.75 / / / / / / / / / 975 10-30-2018 Designed PJC/JMM � N w W W X04 N 1Z w1 I LO I io � 00�LO y V LO 970 O00 UltO LO0 N(pp00H r r- 2:0 Z0 cll!0 V1V CA� CA V 1 ~ 0)C4 m> m > > 965 0ZECnK uwmzz I rte•• 955 r� • PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. 32' 15 RCP CL5 01.00% xl I � z� c� N 0'I-IIIG Imo' CBMH— 1 ICBMH-213 \ \ 26+88.82 \ i 00 2 234' 15 RCP CL5 60% I hereby certify that this plan was prepared by Name "4-,/ Revisions me or under my direct supervision and that IPaul J. - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 3: Z Z N1 ^ I 1 �LN 04 04 0 to LO 0 Nr C) =V)4ZZO >>> UIY'Z ZZ I I � \ \ 2 \ � I ICBMH-211I- PIA LO M 0 �LOr- C-4 0i N �H =0MO m : > 0 Y_ m Z 149' 15" RCP CL5 4 1.75% Date 10-30-2018 Designed PJC/JMM Drawn JMM X04 N � I � � 00�LO Lo C5 965 TA O00 UltO LO0 N(pp00H 2:0 Z0 2rn�Z ZD V 1 N +O 960 \ 212 126+88.83 oo \ CBMH— 1 ICBMH-213 \ \ 26+88.82 \ i 00 2 234' 15 RCP CL5 60% I hereby certify that this plan was prepared by Name "4-,/ Revisions me or under my direct supervision and that IPaul J. - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 3: Z Z N1 ^ I 1 �LN 04 04 0 to LO 0 Nr C) =V)4ZZO >>> UIY'Z ZZ I I � \ \ 2 \ � I ICBMH-211I- PIA LO M 0 �LOr- C-4 0i N �H =0MO m : > 0 Y_ m Z 149' 15" RCP CL5 4 1.75% Date 10-30-2018 Designed PJC/JMM Drawn JMM Ld Z z Z (1) 1 N w l U') U') = N N 4 4M �N N7 co MML N0 cV� �0 to Lr)�0Lo N C) 0 0 H C14 r,, r, 0 H =0�ZZO =��-0 \ 0&_;MZ ZZ mZZ 32' 21 RCP CL4 @ 1.00% X I � z� C) EXISTING GROUND PROPOSED \ GRADE 240' 27" RCP CL3 ® 0.25% STORM SEWER CONSTRUCTION 3: Z � I N N p O L() 0 N Lrj 0 H I Lo MO) —0 m:�C'» (-)YjzZ I 194' 27" RCP CL3 00.30% NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 85TH STREET NE LOCATION MAP 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 \.J 47' 27 RCP CL3 0.35% FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 04 -ENG- 118236 -SHEET -322 8 0 19 970 W z V).1 � Z N N .I X04 N � N N to � 00�LO Lo C5 965 Lo NLOMOt- O00 UltO LO0 N(pp00H 2:0 Z0 2rn�Z ZD m��ZZ (,gym m��»> ou-mZ ZZ 960 \.J 47' 27 RCP CL3 0.35% FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 04 -ENG- 118236 -SHEET -322 8 0 19 - k > NLd \ 1 I \Ld .7 0 M Cb \ I I \ POND 20 SAF OUTLET=949.6 F III T _ HWL=953.7 - - FIFES -301 'ter CTTGM,9440 V \ \I \ \ I II CBMH-3021 I Ire CBMH-303 I I �\ 85TH STREET NE I �LET�s4s 6 LOCATION MAP CB -304 5 I i 4 \\ \\ \ \ \ \\ 6 I I 1 I I I 3 I \ \ \\ \ 7 / / 2 I \ \ I I I / / 975 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 975 970 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared by G%- / je = Revisions Date 10-30-2018 NOVAK-FLECK INC. me or under my direct supervision and that I Name""✓� _ FEATHERSTONE 4TH ADDITION am a duly Licensed Professional Engineer aul J. Cherne Designed P7C/JMM STORM SEWER CONSTRUCTION 8857 ZEALAND AVE N. under the laws of the State of Minnesota Reg. No. 19S60 S60 Datr. 11-5-2018 Drawn JMM BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA .,� 04 -ENG -1 18236 -SHEET -323 9 0 19 z z W z C„ 1 U)_1 in I � I o0 965 0 tM LO 965 MCV p,1 0 N tC) r, M CA p� pM�M0) p0 0 ��H �rn P6 j ��Q�iH I t[) "� I to -0 0 of O m��> =;per -0 M >> M >> orn 960 ��M,z 0FEMzz C)ymzz PROPOSED Mz 960 GRADE w > Uz 955� — 955 EXISTING -18" F.E.S. 85' GROUND W/ TRASH GUARD, 15" RCP CL5 10.0 C.Y.- CL.III 950 2.00 80' RIP RAP W/GEOTEXTILE 950 15" RCP CL5 FILTER BLANKET @ 2.00% TIE LAST 3 JOINTS 168' 18" RCP CL5 @ 0.45% \ 9 45 GROUTED RIP RAP -/945 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared by G%- / je = Revisions Date 10-30-2018 NOVAK-FLECK INC. me or under my direct supervision and that I Name""✓� _ FEATHERSTONE 4TH ADDITION am a duly Licensed Professional Engineer aul J. Cherne Designed P7C/JMM STORM SEWER CONSTRUCTION 8857 ZEALAND AVE N. under the laws of the State of Minnesota Reg. No. 19S60 S60 Datr. 11-5-2018 Drawn JMM BROOKLYN PARK, 55445 MONTICELLO, MINNESOTA .,� 04 -ENG -1 18236 -SHEET -323 9 0 19 R/w 14' \ \\ 21x0p \\ \ \ � p 66 922x00 22+10.80 �o '-END CONS. 00 6t �� s T.O. 3.29 63.45 / CO 1 221-51672)0+37. 23X i 40 00 vim/ \ �Op Ry .45 0+37.12 2 RXoo � 6 63.89.14 0 ... 1.79 CB 24+ 58.75 ^ \ L / o \ CURVE TABLE CURVE DELTALENGTH RADIUS TANGENT PC PT C1 34 01 06"r 415.61 700.00 214.13 24+68.95 28+84.57 C2 21'33'12" 220.06 585.00 111.35 20+44.16 22+64.23 2SX 3 i ob 0a � i � k\ 60' RW \\ i i I 9 8 o 61.7 CB 58.96 I I I I I I ® 24+5q.75 86 26+00.00 I 2 3 1 1 1 \ 1 iGi 32' aii.� (FACE TO FACE) VARIES T[, \ 26x MODIFIED DESIGN D I 61.58 T/Q� moo 4.OD% CURB & GUTTER 2 00% 4.00% �p , 2 00% 4" TOPSOIL, SEED, O -� AND MULCH OR SOD 1J) �® 4 (TYPICAL) L2' - 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE -TACK COAT MNDOT 2357 - 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 12" TO " SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) 0 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 1Q 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. 2� THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CIN ENGINEER. 03 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 406 FOR DETAILS 4+68.95 FT 57.56 CB I I I I I I 9 2 X6+88.8.3 _ I O �_ I I I I 59.11 I 2�Og L _ _moo -� cJ - �O° 5 1---��-_j 30+68.74 QI I 28+ 4.5i 29+50. 9 H.P. M/,TCH EX. \P 2 =i 00 1 �-°% G 1B. 29+00 I�e 30+00 ~ 31+00 G.B_I -` 32 0 I - 331A�}- 1 - - 58.0 - �_ +' I =� I - 1 - I 58.75 1.00% o - � �- 59.51 0 50 5., .g0 0.50% 1 flf1� / �� - - - - - - - - z 0.8 593 9 9LLJ w o 2+5. 3 --- 28 8583 -- 0 - - - - - + z - - -1 Q I 08.32 T.O. = TOP OF CURB ELEVATION +0 0+33 00 SA BIT. EDGE w - 1 I I I --- 4+46.57 FOR B618 CURB 4 0 I J (TIP OUT GUTTER) 1 I p j N 6 4 I O � I (074827 = BITUMINOUS ELEVATION 31 I Ld O = m I- o w -0 00 I + 86TH STREET NE 00 00 r- O c0 00 85TH STREET NE Lfc0 I- c0 O (0 O (0 O (0 O O LOCATION MAP CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB - - - - (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB - - - - - + z - - -1 Q I 08.32 T.O. = TOP OF CURB ELEVATION +0 0+33 00 SA BIT. EDGE w - 1 I I I --- 4+46.57 FOR B618 CURB 4 0 I J (TIP OUT GUTTER) 1 I p j N 6 4 I O � I (074827 = BITUMINOUS ELEVATION 31 I Ld O = m I- o w -0 00 I + 86TH STREET NE © 2018 Pioneer Engineering, P.A. !0 25 50 100 I GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 975 970 965 955 950 945 .,� 04 -ENG- 118236 -SHEET -331 10 0 19 00 00 r- O c0 00 Ln c0 O Lfc0 I- c0 O (0 O (0 O (0 O O N (0 O (0 (0 c0 O (D (D O O� � (D Oc0) c0) L)c0) 00CA) O00) OOOV) O � O U0 � Or- M Or*- O00 00 I�M O M 00 �00 �Lf (0 'q, ON -00 O O (0 O00 O M O M 't O O O 00 qN O tt O C-i OOOOO f(D ( 00 fO ) 0 06 � 0 06 f- )Lf 0O 0O 0i 0 O .tM rOrO6 O (0 0Mc6 I� 00 00 r- O (D (0 (0 (0 (0 (D (0 (D (D (0 (0 (D (0 (0 (0 (0 (0 (D (0 (0 c0 D(0 c0 c0 tf O O L0 ILO ILO ILO 7LfILOLfILO U) U U 7 7 ) 7 ) 7 L0 0) ) 7 U7 7 7 Lf) lCU7 U7 7 lCU7 CF) lCL0 U') L0 L0 CF) O O if o O OO OO OO OO OO OO OO OO OO O O O O O O O O O O O O O O O O CFOOO O O O O O O O O O O O 980 PVI STA: 22+00.00 PVI ELEV: 966.96 975 K: 33.33 LVC: 50.00 0 o PVI STA: 29+25.00 PVI ELEV: 959.84 + 00 + �11� K: 30.00 9 7 0 N (~ LVC: 30.00 0) rn PVI STA: 26+75.00 PVI STA: 27+75.00 HIGH PT. STA: 29+25.00 > > J PVI ELEV: 957.46 PVI ELEV: 957.96 HIGH PT ELEV: 959.80 PVI STA: 31+36.00 a w a w K: 20.00 K: 44.44 PVI ELEV: 958.78 LVC: 50.00 O 0 K: 100.00 LVC: 50.00 � O O LVC: 50.00 LOW PT. STA: 26+ 90.00 (D � 965 L08 PT ELEV: K7.56 0 0 � � + � 0 0 O O N O O O N 0) � O O O 00 U-) 't + 00 O r- + M O + O + -2.00,.,+ O N j N � W W _ M _00 (04 N Ul N Lid O t) C O d d 960 O O �.. U H > U > J H > J > � �� -mow >J o.5u� -0.50% o_w aw aw aw 1.62% 0.50% 7 -1.00q 0 � 0 z z �� a �O 1 0z955 o I- w LL1 00 N 0) J N U Q w w lY N > > 0 z ► a O O r PVI STA: 28+75.00 U 950 00 PVI ELEV: 959.58 z 0 K: 44.44 w w w LVC: 50.00 m I z I w z w w z 945 00 N 0) _ -00 06 (n (0 N +O ~ +LO +7 OLO N ~ (D 00 CA(N D ~ M (011 0)1 0o IQI O 00 11 0)1 940 NNW NNW �0W +50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651) 681-1914 Thereby certify that this plan was prepared by Name G% Revisions Date 10-30-2018 NOVAK-FLECK INC. 2422 Enterprise Drive Fax: 88 me or under my direct supervision and that I Paul J. - Cherne Designed PJC/JMM STREET CONSTRUCTION 8857 ZEALAND AVE N. Mendota Heights, MN 55120 www.pl0neereng.ceng.COm am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 Date 11-5-2018 Drawn 1MM BROOKLYN PARK, 55445 © 2018 Pioneer Engineering, P.A. !0 25 50 100 I GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 975 970 965 955 950 945 .,� 04 -ENG- 118236 -SHEET -331 10 0 19 RAW iti.G66 14' M 4.00% S�pPE I 4" TOPSOIL, SEED, J AND MULCH OR SOD 1Q (TYPICAL) 60' R /W CL I iq 32' � (FACE TO FACE) ® �VARIES MODIFIED DESIGN D X CURB &GUTTER Nv 2 00% 4.00% LO �® 2' - 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE - TACK COAT MNDOT 2357 - 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 12" TO Q" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) Z 6" MINIMUM SCARfFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 1D 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. Q THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. (3) STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. 975 SEE PLATE 4006 FOR DETAILS CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT C3 25'02'02" 87.39 200.00 44.40 0+68.88 1+56.26 3 1 1 2 4L - -/' 6 .83 S 1+ 0.0c O�0 I I U 0 I -+ 62.58 � co +00,00 i 1 I �N I \ I 62.09 I I co} I \\ I 0+50.00 I _ I I 61.97 fo1 1 y 1+68.09 W I 0+39.24 CENTER 59.7 1 61.56 28+815.8 f 0 f 1 I L------- Y '' q 63.12AC� ` _ 1+36.99 -� co 9 ti�O�3 0+68.88 f O----- I oQ\ /e i Osq 'o+oo �� 62.72 so� �a - 1 I1I 2+00.00 o.93% s3X-60l 0 2 y + �+cor o .% *0 f+ i I1 2 ,DOURT NE o _ IN I 62.41 � � 62.410 I 61.94 l .03 I- - - _ _t060.34 I I 1 2+ 0.45 3+00.00 1 6 �37.00 1 j I3 1+44.87 / O 1 L-- - I 1 1 1 59. 0 ----_ I I 29+19.87) -A W I 4 I 5 I _+ I 6 1 0 I I 3 4 I 86TH COURT NE Lo M 0 M 0 00 O ( M . 00 iM L . O . 04 N N0 �Q�0) C�ai (:5 0) �of Qj ILO 0) tD O) � p) CO p) cfl Cn to C� to � (D � tD � 0) O 0 975 PVI STA: 1+00.00 PVI ELEV: 960.80 K: 71.19 970 LVC: 75.00 970 00 LO LO M Ln (0 It 965 ± ( o to 965 �U i J i J �2.OSq 960 1.007. 960 955 r• • 0,• PISNEERengineering CIVEL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared by Name "4-,/ Revisions me or under my direct supervision and that IPaul J. - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 U a 0 I W 0 J U LL O O 0:� 4't W W 04 IQrn Date 85TH STREET NE Designed LOCATION MAP CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB - --- - (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB 08.32 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB - - - (TIP OUT GUTTER) = BITUMINOUS ELEVATION f07.82 4+46.57 BENCH MARK TOP OF NUT HYDRANT 0 25 50 100 NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 GRAPHIC SCALE IN FEET 975 PVI STA: 1+00.00 PVI ELEV: 960.80 K: 71.19 970 LVC: 75.00 970 00 LO LO M Ln (0 It 965 ± ( o to 965 �U i J i J �2.OSq 960 1.007. 960 955 r• • 0,• PISNEERengineering CIVEL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. I hereby certify that this plan was prepared by Name "4-,/ Revisions me or under my direct supervision and that IPaul J. - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 U a 0 I W 0 J U LL O O 0:� 4't W W 04 IQrn Date 10-30-2018 Designed PJC/JMM Drawn JMM 1+50 1+00 0+50 111%11910 STREETCONSTRUCTION NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 04 -ENG- 118236 -SHEET -332 11 0 19 975 970 965 00 rn 101 5 j 4 1 6 II II I I I I 3/ 7 \\ \\ I II I I 60.57 // 2 L - _ 5+00.00 _J L / ++ 90 -1 o 5i00o G.B. i \ \ 63.81 1 00% 160.57 -� - -6+00 47 / it � 123+82.1 \ \/ I 63.29 T.O. J � 0+22.86 z - 4 PF z� 0+37.00 o H 0+00 C5 �N.P • � 0 % \ \\ I 1\+ 2. \ 2.00% - _---- 1 +16.67 H. \ \ 4 63.45 \ \ \ 0+37.12 \ \ \ \ 5 o 24I 58.75 6 I I CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT PC PT C4 112'53'58" 1182.28 600.00 904.78 1+72.55 13+54.84 C5 27'46'35" 109.08 225.00 55.63 0+63.48 1+72.55 �- -- i 0.507 7+ 0-90 / 57.79 CB % 8+20.98 s � I I 00 4 I I I I 60.57 59?# 8) 57.77 C 5+0000 7+00.00 %/�/ &-A 8+28.77 R/W II � 2 I I I � � QST F - � 6�g °0 �• I 3 57.79 CB �9 8+20.55 F5 T _77 CB 8+28.77 iW ..&6 14 M 4.00% OqE 4 ;1 S� 4" TOPSOIL, SEED, AND MULCH OR SOD 1Q (TYPICAL) 60' R /W I &Wq 32' Qfil.i 6 (FACE TO FACE) ® VARIES ' MODIFIED DESIGN D CURB & GUTTER �1 I 2.00% 2.00% 4.00% 2 - 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE -TACK COAT MNDOT 2357 - 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) 12" TO " SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) Q2 6" MINIMUM SCARIFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 1D 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/TRAIL. 21) THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER. Q3 STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS 87TH STREET NE SAW CUT EX. BIT. EDGE 8+91.50 MATCH EX. 't 0) 't r -'t 't LO , (0 00 0 to "t to M to qt 0 0) N qt M 0) LO� M N� M o qt 0 C) M qt 0 0) (0 � O N qt 0) r 0) qt 0) CA 0) C) N' M r- N qt") 00 to N rn r, 00 r, r' 00 N Lo o r' 00 m (o c N o � LO N o � LO C4 o � � N 0 � U) � N L. M o M Vj tD Vj t`) CV CV N N C*4 of 00 to (o (o (0 r� O n C5 00 C5 CO Cj CO O 00 C5 00 Gi 00 Gi Gi Gj G) Gj Gi of 0) 00 00 00 Ln ri � r � r- 00 00 00 00 o6 00 � � r n � (D N (D M (0 M (D M tD (D M (D M C0 M Cfl M (0 N LO N Ln N LO N Ln to to 1n to to 1n to to 1n to to W) LO 0 LO U) Ln U) Li) V) V) V) U) 1n 1n U-) 1n 1n V) 1n 1n In to Q) (0 Q) (0 p) ILD Q) tD 0) W 0) CD 0) W rn CD O) (0 Q) (0 Q) p) Q) p) Q) 0) 0) 0) 0) O) 0) 0) 0) 0) 0) Q) Q) 0) V) 0) 0) � 0) Q) 0) 0) 0) 0) Q) 0) 0) Q) a) 0) a) 0) a) O) 0) a) 0) Q) 0) Q) 0) 0 PVI STA: 1+00.00 PVI ELEV: 964.54 K: 33.33 LVC: 100.00 oHIGH PT. STA: 1+16.6-b0 HIGH PT ELEV: 964.210 LO LO V) o o") ± ((0 0 0) rn > J > J CL w CL w © 2018 Pioneer Engineering, P.A. 1+00 1+50 PVI STA: 5+00.00 PVI ELEV: 960.54 PVI STA: 7+00.00 PVI STA: 8+91.50 K: 100.00 PVI ELEV: 959.54 PVI ELEV: 958.39 LVC: 50.00 K: 44.88 K: 29.79 0 ` LVC: 50.00 LVC: 60.00 0 0 IN - 00 o HIGH PT. STA: 9+00.23 r- � N � U -j (D HIGH PT ELEV: 958.25 +C LC (pD +(D CA 0` Q rn a, oU) r -U 0) 0) 0 -1.007" > J > J ci . 0 0 N C1. ILLI C1. ILLI C1. ILLI aw 000 Lo Lr) rn rn -0.507. Q > J > J \ d W d W Q 0 Qui 0 U LO a) Lf (DD 0) + M + 00 N J J z W U W H O > > U z 'VI STA: 8+25.00 1U,,, PVI ELEV: 957.52 m K: 24.02 W LVC: 70.00 z LOW PT. STA: 8+28.77 w LOW PT ELEV: 957.77 N ': 0) 0) to 00 LO 00 a V)w 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 I hereby certify that this plan was prepared by Name "4.,/ Revisions me or under my direct supervision and that IPaul J. Cheme - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Date w 955 Z Drawn W 08.15 = W W OF CURB ELEVATION H N FOR M F_ 950 `0 OF CURB ELEVATION I FOR w - - - - z OUT GUTTER) w 945 W o- 4+46.57 U0 N � B618 CURB 0 Ln TOP 00 0 (ND 4+46.57 FOR 940 Q_j (TIP 0+00 0+50 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. 1+00 1+50 PVI STA: 5+00.00 PVI ELEV: 960.54 PVI STA: 7+00.00 PVI STA: 8+91.50 K: 100.00 PVI ELEV: 959.54 PVI ELEV: 958.39 LVC: 50.00 K: 44.88 K: 29.79 0 ` LVC: 50.00 LVC: 60.00 0 0 IN - 00 o HIGH PT. STA: 9+00.23 r- � N � U -j (D HIGH PT ELEV: 958.25 +C LC (pD +(D CA 0` Q rn a, oU) r -U 0) 0) 0 -1.007" > J > J ci . 0 0 N C1. ILLI C1. ILLI C1. ILLI aw 000 Lo Lr) rn rn -0.507. Q > J > J \ d W d W Q 0 Qui 0 U LO a) Lf (DD 0) + M + 00 N J J z W U W H O > > U z 'VI STA: 8+25.00 1U,,, PVI ELEV: 957.52 m K: 24.02 W LVC: 70.00 z LOW PT. STA: 8+28.77 w LOW PT ELEV: 957.77 N ': 0) 0) to 00 LO 00 a V)w 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 I hereby certify that this plan was prepared by Name "4.,/ Revisions me or under my direct supervision and that IPaul J. Cheme - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Date 10-30-2018 Designed PJC/JMM Drawn JMM STREET CONSTRUCTION - 0.71 10+00 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 975 970 965 955 950 945 •,� 04 -ENG -1 18236 -SHEET -333 12 0 19 85TH STREET NE LOCATION MAP CURB LEGEND 08.15 = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB 08.15 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR SURMOUNTABLE CURB - - - - (TIP OUT GUTTER) 08.32 = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB 08.32 T.O. = TOP OF CURB ELEVATION 4+46.57 FOR B618 CURB - - - - (TIP OUT GUTTER) = BITUMINOUS ELEVATION f07.82 4+46.57 BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 975 970 965 955 950 945 •,� 04 -ENG -1 18236 -SHEET -333 12 0 19 I � ----�-I_0 I J > I \ / STREET LIGHT (TYP.) STREET LIGHT (TYP + + + + • / ' + REMOVE 2—TYPE III BARRICADES / I II II I I II II I I I I I I I I II II I I II II I I II II I I II II 1 — — — —� — - OVE 2 -TYPE III BARRICADES c • • � O STREET LIGHT (TYP.) 32' F—F COMBINED STOP I AND STREET SIGN ' i•I • I I I 1 BO. — J — — — — — — — — / � I I I I I / I I I II 1 STREET LIGHT (TYP.) I I II 1 -------------JL-------------I — — — ' I OPP I — a PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651)681-1914 Ihereby certify that this plan was prepared by Name G � Revisions \ 2422 Enterprise Drive Fax: 681-9488 I 17 - Paul J. Cheme Designed PJC/JMM SIGN & LIGHTING PLAN 8857 ZEALAND AVE N. Mendota Heights, MN 55120 am a duly Licensed Professional Engineer www.pioneereng.com under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Drawn JMM BROOKLYN PARK, 55445 / \ COMBINED STOP / \ J / AND STREET SIGN f / ADES �' BARRICADES / l / \ STREET LIGHT (TYP.),Z \ _/ / \ I / I / I STREET LIGHT (TYP + + + + • / ' + REMOVE 2—TYPE III BARRICADES / I II II I I II II I I I I I I I I II II I I II II I I II II I I II II 1 — — — —� — - OVE 2 -TYPE III BARRICADES c • • � O STREET LIGHT (TYP.) 32' F—F COMBINED STOP I AND STREET SIGN ' i•I • I I I 1 BO. — J — — — — — — — — / � I I I I I / I I I II 1 STREET LIGHT (TYP.) I I II 1 -------------JL-------------I — — — ' I OPP I — a PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS (651)681-1914 Ihereby certify that this plan was prepared by Name G � Revisions Date 10-30-2018 NOVAK-FLECK INC. 2422 Enterprise Drive Fax: 681-9488 me or under my direct supervision and that I 17 - Paul J. Cheme Designed PJC/JMM SIGN & LIGHTING PLAN 8857 ZEALAND AVE N. Mendota Heights, MN 55120 am a duly Licensed Professional Engineer www.pioneereng.com under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Drawn JMM BROOKLYN PARK, 55445 © 2018 Pioneer Engineering, P.A. 0 40 80 160 GRAPHIC SCALE IN FEET BENCH MARK TOP OF NUT HYDRANT NE QUADRANT OF 87TH STREET NE & EBERSOLE AVE. ELEV.=959.34 FEATHERSTONE 4TH ADDITION MONTICELLO, MINNESOTA 04 -ENG -118236 -SHEET -SIGN 13 0 19 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, 0 0 Standard Plate Library City of Monticello r Title: Cone Section, Casting Steps, and Adjusting Rings Date: 03-05 Plate No. Revised: 03-15 1 001 0 O O O NOTE: 1. STRUCTURE MARKER SIGNS AND 3" TUBING WITH REFLECTORIZED STRIPS SHALL BE FURNISHED ANO INSTALLED FOR ALL STRUCTURES LOCATED OFF THE STREET SURFACE. (INCIDENTAL) n 2. THE SG SHALL BE ATTACHED TO SIGN POST ��_ 3. THE SIGNS MAYBE OMffTED AS PER THE ENGINEER \v 4. THE SIGNS SHALL BE BURIED 2' BELOW FINISHED GRADE 1WTH 4' OF POST EXPOSED 5, SIGNS SHALL FACE TRAFFIC 0.063" THICK ALUMINUM SIGN, BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND. U—CHANNEL POST, MINIMUM 1.2 LB./FT. 6' LONG, GALVANIZED. O Standard Plate Library City of Monticello - - PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCI-R=S 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2018 Pioneer Engineering, P.A. Structure Marker Sign Date: 03-05 Plate No. Revised: 1005 03-15 USE NEENAH R -1642—A FOR LOW PROFILE APPLICATIONS USE NEENAH 81755—G FOR WATERPGHT APPLICATIONS LETTERING TO READ: SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. NEENAH R-1642 WITH TYPE B SOLID LID MACHINE BEARING OR EQUAL 25 3/4 " I I BEAR€N 3 SURFACE TO BE MACHINED OL-,�O Oaa�O COVER CONCEALED PICKHOLES (2) REPEAT OPPOSITE SI__ EXCEPT FOR LETTERING 7" T— Standard Plate Library City of Monticello 24" I 28 1/2 " 36" FRAME Title: Standard Frame and Cover Date: 03-05 Plate No. Revised: 03-1 5 1 002 1 STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT FOR WATERMAIN STUB PAINTED GREEN WITH AN OIL BASED PAINT FOR SANITARY AND/OR STORM SEWER STUB AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST. POST SHALL BE BURIED 2' BELOW FINISHED GRADE WITH 4' ABOVE FINISHED GRADE (INCIDENTAL) STEEL T -STYLE FENCE POST STREET GROUND LINE 4"x4" WOOD POST //-4"x4" W000 POST L_ 4"x4" WOOD POST - - - - ~ O STORM SEINER MAINLINE STORM SEWER WA7ERMAIN - -- -- -- --- - -- __---- - - - WATERMAIN SANITARY SEWER py MAINLINE SANITARY SEWER I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I " " ' - am a duly Licensed Professional Engineer Paul J. rne under the laws of the State of Minnesota Reg. No. ( 9860 Date 11-5-2018 Standard Plate Library City of Monticello Title: Utility Stub Markers Date` 04-08 Plate No. Revised:03 —15 1006 006 Date 10-30-2018 STANDARD MANHOLE PJC/JMM Drawn JMM FRAME AND COVER CAST IRON OR DUCTILE \� GROUTING BETWEEN PIPE AND IRON ADJUSTMENT RING `ADJUSTING RINGS MANHOLE BARREL SHALL BE OR ENGINEER APPROVED EQUAL MIN 4" - MAX 12" WITH NON -SHRINKING CEMENT " 27- DIA WITH EXTERNAL OR BITUMINOUS WEAR COURSE • i- C - o INTERNAL CHIMNEY SEAL I USE R-2 JOINT FOR Metal Casting Ring Standard Plate Library ALL MANHOLE JOINTS Adjustment Detail City of Monticello Date: Plate No. 03_08 _ BARREL TO CONFORM Revised: 03-15 TO ASTM C-478 '• LATEST REVISION 48" DIA Standard Plate Library City of Monticello r Title: Cone Section, Casting Steps, and Adjusting Rings Date: 03-05 Plate No. Revised: 03-15 1 001 0 O O O NOTE: 1. STRUCTURE MARKER SIGNS AND 3" TUBING WITH REFLECTORIZED STRIPS SHALL BE FURNISHED ANO INSTALLED FOR ALL STRUCTURES LOCATED OFF THE STREET SURFACE. (INCIDENTAL) n 2. THE SG SHALL BE ATTACHED TO SIGN POST ��_ 3. THE SIGNS MAYBE OMffTED AS PER THE ENGINEER \v 4. THE SIGNS SHALL BE BURIED 2' BELOW FINISHED GRADE 1WTH 4' OF POST EXPOSED 5, SIGNS SHALL FACE TRAFFIC 0.063" THICK ALUMINUM SIGN, BLACK LETTERS ON WHITE HIGH INTENSITY REFLECTORIZED BACKGROUND. U—CHANNEL POST, MINIMUM 1.2 LB./FT. 6' LONG, GALVANIZED. O Standard Plate Library City of Monticello - - PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCI-R=S 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2018 Pioneer Engineering, P.A. Structure Marker Sign Date: 03-05 Plate No. Revised: 1005 03-15 USE NEENAH R -1642—A FOR LOW PROFILE APPLICATIONS USE NEENAH 81755—G FOR WATERPGHT APPLICATIONS LETTERING TO READ: SANITARY SEWER, STORM SEWER OR WATER MAIN WHICH EVER IS APPLICABLE. NEENAH R-1642 WITH TYPE B SOLID LID MACHINE BEARING OR EQUAL 25 3/4 " I I BEAR€N 3 SURFACE TO BE MACHINED OL-,�O Oaa�O COVER CONCEALED PICKHOLES (2) REPEAT OPPOSITE SI__ EXCEPT FOR LETTERING 7" T— Standard Plate Library City of Monticello 24" I 28 1/2 " 36" FRAME Title: Standard Frame and Cover Date: 03-05 Plate No. Revised: 03-1 5 1 002 1 STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT FOR WATERMAIN STUB PAINTED GREEN WITH AN OIL BASED PAINT FOR SANITARY AND/OR STORM SEWER STUB AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST. POST SHALL BE BURIED 2' BELOW FINISHED GRADE WITH 4' ABOVE FINISHED GRADE (INCIDENTAL) STEEL T -STYLE FENCE POST STREET GROUND LINE 4"x4" WOOD POST //-4"x4" W000 POST L_ 4"x4" WOOD POST - - - - ~ O STORM SEINER MAINLINE STORM SEWER WA7ERMAIN - -- -- -- --- - -- __---- - - - WATERMAIN SANITARY SEWER py MAINLINE SANITARY SEWER I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I " " ' - am a duly Licensed Professional Engineer Paul J. rne under the laws of the State of Minnesota Reg. No. ( 9860 Date 11-5-2018 Standard Plate Library City of Monticello Title: Utility Stub Markers Date` 04-08 Plate No. Revised:03 —15 1006 006 Date 10-30-2018 Designed PJC/JMM Drawn JMM NOTE: CASTINGS AND VALVE BOXES NOT ADJUSTED WITHIN THE TOLERANCES SHOWN SHALL BE READJUSTED AT THE CONTRACTOR'S EXPENSE. FINISHED BITUMINOUS WEAR COURSE GRADE 3/8 "MIN. 5/8 MAX. FRAME CASTING AND GATE VALVE NOT ON CENTERLINE 5/B MIN 3/8 " MIN. 3/4 " MAX 2.00 5/8 "MAX. JrFRAME CASTING ON CENTERLINE j Standard Plate Library City of Monticello ROADWAY FINISHED BITUMINOUS WEAR COURSE GRADE Title: Adjustment of Standard Frame and Cover Date: 03-05 Plate No. Revised: 03-15 1 003 TOP OF PROPOSED SUBGRADE THE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) A MAX OF 2' LIFTS TO BE WETTED AND CONSOLIDATED BY VIBRATORY MEANS AND COMPACTED TO A MIN OF 95% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) 4' COVER COMPACTED TO 95% OF STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT (-•;,',O'i:;`;':�' GRANULAR BEDDING AS PER MN/DOT 3149.2F ..T:: GRANULAR FOUNDATION WHERE ORDERED BY THE ENGINEER SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. Title: Typical Trench Compaction Standard Plate Library and Class B Bedding 03-05 City of Monticello Date: Plate No. �.� — - Revised:1 007 03-15 CITY DETAILS NOVAKLFNLDECK INC. AVE N. BROOKLYN PARK, 55445 3/B" MIN. - 5/B" MAX. 3/8" MIN. 5/8" MAX. BITUMINOUS NON -WEAR COURSE BITUMINOUS BASE COURSE ADJUSTMENT DETAIL EBS SUPER GLUE ADHESIVE OR ENGINEER APPROVED EQUIVALENT (1/4" BEAD, 360 DEG.) BITUMINOUS WEAR COURSE j BITUMINOUS NON -WEAR COURSE i CAST IRON OR DUCTILE IRON ADJUSTMENT RING _ AS MANUFACTRURED BY ESS BROTHERS AND SONS INC. OR ENGINEER APPROVED EQUAL NOTES: 1. THE HEIGHT OF THE CAST IRON OR DUCTILE IRON ADJUSTMENT RING IS DETERMINED BY THE THICKNESS OF THE OVERLAY. 2. CAST IRON OR DUCTILE IRON ADJUSTMENT RINGS TO BE INSTALLED BITUMINOUS WEAR COURSE AS PER MANUFACTURERS RECOMMENDATION. 3. A 5 YEAR WARRANTY IS REQUIRED FOR ADJUSTMENT RINGS INCLUDING LABOR & MATERIALS ADJUSTMENT DETAIL Title: Metal Casting Ring Standard Plate Library Adjustment Detail City of Monticello Date: Plate No. 03_08 _ 10 0 4 Revised: 03-15 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 14 0 19 MONTICELLO, MINNESOTA .w z 3' DIAMETER BY 3' DEEP PIT-- UNDER IT UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 y 1-1/2" CLEAR STONE I = 0 MEGALUG THRUSiJ MEGALUG BLOCKING BEH IND HYDRANT\ -PRECAST CONCRETE BASE AS SPECIFIED (15-x 15% 4") Standard Plate Library City of Monticello 1/4 " STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALU GATE VALVE BELOW GATE VALVE $LOCKING BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 PROPOSED STORM SEWER 8'X 12' INSULATION AT PIPE CROSSING B'X 20' INSULATION FOR BOX SEE PLATE 2006 45' BENDS MEGALUG FOR DETAILS (TYPICAL) MFGALUG 6" MEGALUG 1 f 2 WATERMAIN 20 NOTE: ALL PIPE JOINTS WITHIN 10' OF A BEND SHALL BE RESTRAINED USING TIE RODS. Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. Title: MEGALUG VARVES '7 Watermain Offset Date: 03-05 Plate No. Revised: 03-17 2005 MEGALUG MEGALUG ndv r;ii TEE AND BEND BEND *.PLUG PLUG WITH 4 MIL. POLY PLUG GRASSY AREA A B'WIDE - 4"THICK �} ESS THAN 5' CONCRETE OR BITUMINOUS SURFACE 8'x 4' x 4" THICK }LESS THAN 6' L 6" NOTES: OR S' IN BACK OF CURB Designed 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' aw CONCRETE WALK OR 4 AND OVER. PIPE SIZE 11F BITUMINOUS PATH ARE R a HYDRAFINDER PRESENT BRICK 4" X 8' X 2" 2. THRUST BLOCKING SHALL ONLY BE USED WHERE FLAG WATEROUS MODEL 67 1 WORKING PRESSURES ARE LESS THAN 150 PSI. 1 10" - 12" HYDRANT 3. THRUST BLOCKS BEARING AREA TO BE POURED I 16" 20.0 SQ FT B• YELLOW OUT OF ORDER TAG w TO BE INSTALLED ON PUMPER CONN. STYROFOAM HI -35 BRAND SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN z AFTER BACK -FILL 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND - BREAKOFF FLANGE EXISTING OR FUTURE STREET � w 1' TO 2" MAXIMUM CURB OR GUTTER LINE as ABOVE BURY LINE (FINISHED GRADE) Q a VALVE BOX AS FINISHED GRADE WATERMAIN SPECIFIED T7" 0 2" I� 0 2 LAYERS OF _ _ o z _2'- 6"_ AS REQUIRED 10' - POLY (4 mil) c� X .w z 3' DIAMETER BY 3' DEEP PIT-- UNDER IT UNDER HYDRANT FILLED WITH A MINIMUM OF 1 C.Y. OF 1 y 1-1/2" CLEAR STONE I = 0 MEGALUG THRUSiJ MEGALUG BLOCKING BEH IND HYDRANT\ -PRECAST CONCRETE BASE AS SPECIFIED (15-x 15% 4") Standard Plate Library City of Monticello 1/4 " STEEL VALVE BOX ADAPTOR WITH PROTECTIVE COATING AS MANUFACTURED BY ADAPTOR INC. OR APPROVED EQUAL MEGALU GATE VALVE BELOW GATE VALVE $LOCKING BEHIND TEE Title: Typical Hydrant Installation Date: 03-05 Plate No. Revised: 03-17 2001 PROPOSED STORM SEWER 8'X 12' INSULATION AT PIPE CROSSING B'X 20' INSULATION FOR BOX SEE PLATE 2006 45' BENDS MEGALUG FOR DETAILS (TYPICAL) MFGALUG 6" MEGALUG 1 f 2 WATERMAIN 20 NOTE: ALL PIPE JOINTS WITHIN 10' OF A BEND SHALL BE RESTRAINED USING TIE RODS. Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. Title: MEGALUG VARVES '7 Watermain Offset Date: 03-05 Plate No. Revised: 03-17 2005 MEGALUG MEGALUG ndv r;ii TEE AND BEND BEND *.PLUG PLUG WITH 4 MIL. POLY PLUG GRASSY AREA A B'WIDE - 4"THICK �} ESS THAN 5' CONCRETE OR BITUMINOUS SURFACE 8'x 4' x 4" THICK }LESS THAN 6' L 6" NOTES: 1" CORP. COCK Designed 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2' aw l'Lz 4 AND OVER. PIPE SIZE BEARING AREA R a 6 4.0 SQ FT BRICK 4" X 8' X 2" 2. THRUST BLOCKING SHALL ONLY BE USED WHERE g 6.0 SO FT 1 WORKING PRESSURES ARE LESS THAN 150 PSI. 1 10" - 12" 12.0 SO FT 1 3. THRUST BLOCKS BEARING AREA TO BE POURED I 16" 20.0 SQ FT B• AGAINST UNDISTURBED SOIL. 4, POURED CONCRETE THRUST BLOCKING STYROFOAM HI -35 BRAND SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN a PLASTIC FOAM OR APPROVED 4. ALL PIPE JOINTS WITHIN 10 FT. OF A BEND EQUAL SHALL BE RESTAINED USING TIE RODS L " STAGGER SHEETS 4' LENGTH WISE AND 2' WIDTH WISE Standard Plate Library City of Monticello Title: Blocking for Watermain Date: 03-05 Plate No. Revised: 03-17 2002 STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK CURB STOP. TO BE INSTALLED AT THE TIME OF CURB STOP INSTALLATION (INCIDENTAL) -w crw zw z 41n STREET W � 4' IL 12' AS REQUIRED AS REQUIRED -- -- 11' 0'� GROUND LINE — CURB BOX WITH 1'- 1 1/4 " STANDPIPE AND STATIONARY ROD 7'- 6" MIN COVER 2' 4 1" CORP. COCK Designed PJC/JMM aw l'Lz 4 aVI w o� 1" COPPER o a /BRICK 4" X 8" X 2" 12' BRICK 4" X 8' X 2" GROUND L I V- I- - 0" Y i NOTE: ATTACH SHUT OF ROD TO CURB STOP Title: Blocking for Watermain Date: 03-05 Plate No. Revised: 03-17 2002 STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT AND MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK CURB STOP. TO BE INSTALLED AT THE TIME OF CURB STOP INSTALLATION (INCIDENTAL) -w crw zw z 41n STREET W � 4' IL 12' AS REQUIRED AS REQUIRED -- -- 11' 0'� GROUND LINE — CURB BOX WITH 1'- 1 1/4 " STANDPIPE AND STATIONARY ROD 7'- 6" MIN COVER 2' 4 I hereby certify that this plan was prepared by 1Vame "4.,/ Revisions me or under my direct supervision and that IaulJ. rne - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Standard Plate Library City of Monticello Title: Typical Water Service Date: 03-05 Plate No. Revised: 03-15 2006 Date 1" CORP. COCK Designed PJC/JMM Drawn JMM 1" COPPER 1" COPPER 1 /BRICK 4" X 8" X 2" WATERMAIN BRICK 4" X 8' X 2" IAI�I'IRB STOP WITH BLANK SLUG (TYPICAL) NOTE: ATTACH SHUT OF ROD TO CURB STOP SEE SPEC. I hereby certify that this plan was prepared by 1Vame "4.,/ Revisions me or under my direct supervision and that IaulJ. rne - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 19S60 S60 Date 11-5-2018 Standard Plate Library City of Monticello Title: Typical Water Service Date: 03-05 Plate No. Revised: 03-15 2006 Date 10-30-2018 Designed PJC/JMM Drawn JMM CITY DETAILS NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 NOTE: INSULATION REQUIRED FOR WATERMAIN WITH LESS THAN 5' COVER IN GRASSY AREAS AND 6' COVER UNDER PAVED SURFACES. Standard Plate Library City of Monticello Title: Insulation Detail Date: 03-05 Plate No. Revised: 03-15 2004 04 -ENC- I 18236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 15 0 19 MONTICELLO, MINNESOTA I %/ —CHIMNEY SEALS (INTERNAL OR EXTERNAL) "CRETEX OR APPROVED EQUAL" STANDARD MANHOLE - FRAME AND COVER GROUTING BETWEEN PIPE AND MANHOLE BARREL SHALL — WITH NON -SHRINKING CEMENT ALL MANHOLES WITH ADJUSTING RINGS INSIDE DROP SECTION MIN 4" - MAX 12" SHALL BE 5' DIA (I.D.) I 27" DIA 3 P "v 8"� c MANHOLE SECTION TO BE;; ASTM C-478 CLASS II CIRCULAR REINF LATEST REVISION r k m a 48" DIA USE R-2 JOINT FOR -- - ALL MANHOLE JOINTS b m a STEPS AT 16" OC S" "CRE-SEAL","RESEAL", OR APPROVED EQUAL i} PRECAST GASKET CONNECTION SHALL BE USED FOR CONNECTION PIPE TO MANHOLE Uj VARIABLE j MAX. 24" L &" MIN PRECAST BOTTOM SECTION ';--�- WITH INVERT{ #5 AT 12" OC EACH WAY STANDARD MANHOLE FOR SANITARY SEWER NO SCALE NOTES: 1Q 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. 0 IF DROP IS GREATER THAN 24" INCHES, USE OUTSIDE DROP Standard Plate Library City of Monticello PISNEERenginuel.enkg CIVEL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. Title: Standard Sanitary Manhole Date: 03-05 Plate No. Revised: 03-15 3001 I hereby certify that this plan 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 DEPTH OF COVER OVER J TOP OF PIPE TO SUIT \ 4" OR 6" PVC FIELD CONDITIONS ENGINEER - CONTRACTOR TO VERIFY PRIOR TO BURY PIPE SHALL BE COMPLETELY ENTRENCHED " PIPE SHALL BE COMPLETELY ENTRENCHED AND SHALL HAVE GATS BEDDING E WHERE DIRECTED BY THE ENGINEER Kim . SEE JOINT DETAIL BELOW PLACE NEARLY HORIZONTAL FOR LOW -� BASEMENTS AND SHALLOW SEWER AS DIRECTED BY THE ENGINEER TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 12 OR LESS NOTES: PVC = POLY -VINYL CHLORIDE SDR 26 DEPTH OF COVER OVER TOP OF PIPE TO SUIT ALL SERVICE CONNECTIONS INCLUDING NECESSARY FIELD CONDITIONS BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4" OR 6". NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. 4" OR 6" PVC STEEL T -STYLE FENCE POST PAINTED - GREEN WITH AN OIL BASED PAINT AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST TO MARK THE SERVICE SNB TO BE INSTALLED AT THE TIME OF SERVICE INSTALLATION (INCIDENTAL) 6" MIN R /W 12' DRAINAGE AND UTILITY EASEMENT 1' 5' ,E ;; ELEV TO BE SET BY THE /'>:'' 15, ENGINEER - CONTRACTOR TO VERIFY PRIOR TO BURY PIPE SHALL BE COMPLETELY ENTRENCHED 4 AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER CONCRETE ENCASEMENT y -N (TYPICAL) SEE DETAIL BELOW FOR 6„ CAULKING BETWEEN DISSIMILAR PIPES MIN TYPICAL SERVICE WHERE COVER OVER ADAPTER TO BE RESILIENT TOP OF SEWER IS 12' OR MORE ASTM C425-64 TYPE III OR APPROVED EQUAL FOR DISSIMILAR PIPES CONCRETE ENCASEMENT (TYPICAL) PVC WYE � - VCP TO PVC FERNCO ENCASED IN CONCRETE SHALL BE REQUIRED _ WHEN CONNECTING TO EXISTING VCP SEWER MAIN (INCIDENTAL). CONCRETE ENCASEMENT) • . DETAIL \\\ (TYPICAL) `THRUST BLOCKING FOR CLEANING EQUIPMENT Name aulme - Reg. No. 19S60 Date 11-5-2018 Revisions Standard Plate Library City of Monticello 45'BEND 4' CL STREET GROUND LINE BUILDING 2' INSTALLED BY PRIVATE CONTRACT - INSTALLED AS PER CITY CONTRACT TRACER WIRE LOCATE BOX GROUND LINE I I� L` I TRACER WIRE SPLICE --- CURB BOX STANDPIPE I f COPPER -CLAD STEEL AWG 12 GAUGE I 2' SPOOL COPPER -CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITY 1 GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKET POLYETHYLENE GREEN COLORED JACKET TO BE PROVIDED UNDER PRIVATE I TO BE PROVIDE UNDER CITY CONTRACT CONTRACT 1 `- 1" COPPER WATERMAIN COPPER -CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHLNE GREEN COLORED JACKET TO BE PROVIDED UNDER CITY CONTRACT SANITARY SERVICE MAINLINE SANITARY SEWER Title: Typical Service Connection Dote: 03-05 Revised: 03-15 Plate No. 3004 Date 10-30-2018 Designed PJC/JMM Drawn JMM Standard Plate Library City of Monticello CITY DETAILS Title: Tracer Wire (New Developments) Dote: 03-08 Plate No. Revised: 0,3 —1 5 3005 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 16 0 19 MONTICELLO, MINNESOTA Z CASTING ADJUSTING RINGS Designed 4" MIN - 12" MAX STANDARD FRAME & COVER JMM INSTALL INFRA SHIELD U (OR APPROVED EQUAL)? EXTERNAL CHIMNEY SEAL r ROADWAY SURFACE 1 SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS - I I• •'`: • : `:=• WALL CONSTRUCTION SHALL BE CLASS II `:`• `: PRECAST PIPE, EXCEPT 48" DIA MAY BE ASTM C 478 CONCRETE PIPE, SEE MnDCT STANDARD — o z 8" CAST -IN-PLACE PLATE 3000 (NO TONGUE OR GROOVE AT TOP ® ` CONCRETE — OR BOTTOM OF THIS SECTION). CAST -IN-PLACE 00 N 4' TO 10' CONCRETE OR MASONRY CONSTRUCTION 4Y� (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED i'k; ' BY ENGINEER 141 o OW CONCRETE DOGHOUSE REQUIRED ON o OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION d 0 n� 1-K [� g O _ � Y N � U Q M Z ~ � STRUCTURE -- aZ J W li 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE Q BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. O 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. O MINIMUM STEEL REINFORCEMENT ® EQUIVALENT STEEL AREA IN WIRE MESH MAY BE USED © 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 TYPICAL HOLE LOCATIONS 4" DEA 120 CORRUGATED POLYETHYLENE PIPE WITH PROTECTIVE WRAP MANHOLE MANHOLE OR PLASTERED OR CATCH EXTERIOR CATCH BASINEZA BASIN ' DIA DIA SEWER BRICK (MnDOT SPEC 3616) BLOCK MASONRY CONSTRUCTION Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Revised:4001 03-17 4" DIA � 90' 160' PVCPP WITH PROTECTIVE WRAP 611 B/C� �{ BITUMINOUS SURFACE AGGREGATE BASE 1' 1.511 1.511 GRANULAR SUBGRADE 1` Off T 4" PERFORATED P.E. PIPE WITH FABRIC (TYPICAL) ENCASED WITH COARSE AGGREGATE(MNDOT 3149.2H). INSTALL_ WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE, LOW POINTS IN ROADWAY OR AS DIRECTED BY THE ENGINEER. Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2018 Pioneer Engineering, P.A. Title: Perforated F.E. Pipe With Fabric Date: 03-05 Plate No. Revised:4006 03-15 II L - 35 1/4 ' 43" CURB INLET FRAME AND CURB BOX O_ NEENAH NO. R -3067-V q - , PLAN --4" CONCRETE COLLAR INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX 1 ENCASE IN CONCRETE COLLAR USE CONCRETE CURB MIX FOR COLLAR ALL STORM SEWER CASTING ELEVATIONS SHOWN ON THE PLANS HAVE BEEN DEPRESSED 0.10' BELOW GUTTER ELEVATION (SEE DETAIL 5003) 6" 24" FINISH LGRADE 2";•. 31" 2-1 3• 6" 34" 5" ". 4" CONCRETE COLLAR NOTES: SECTION A -A POUR A 3" TO 4" CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnOOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508-A2. I hereby certify that this plan was prepared by Name% Revisions me or under my direct supervision and that I " " ' - am a duly Licensed Professional Engineer Paul J. rne under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 Standard Plate Library City of Monticello Title: Standard Catch Basin Date: 03-05 Plate No. Revised:4002 03-17 TRANSVERSE & LONGITUDINAL BARS 5/8 FOR 18" TO 27" APRONS 3/4 FOR 30" & LARGER APRONS. i 6" MAX ANCHOR TOP & BOTH ENDS NOTE: 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION PER MNDOT SPEC. 3392 & 3394. 2. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED END SECTION SHALL BE LEFT EXPOSED Standard Plate Library City of Monticello Tiile: Trash Guard for End Section Date: 03-05 Plate No. ReViSed:4007 03-15 Date 10-30-2018 Designed PTC/JMM Drawn JMM a A A 35-1/4" 43" O � u PLAN CASTING TO BE SET 0.10' BELOW GUTTER ELEVATION 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 MANHOLE COVER TO BE 48" DIA COLLAR CRETEX TYPE II WITH 24"x 36" 6" OPENING #15" 1- 24" -1 g. CONCRETE DOGHOUSE REQUIRED D ON OUTSIDE AND INSIDE OF STRUCTURE w x _ •48„(TI,P) AND PIPE CONNECTION } -DIMENSION VARIES BASED ON STRUCTURE DIAMETER 1 RCP PIPE CONCRETE CATCH BASIN MANHOLE J NOTES: AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT 70 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 Library Catch Basin Manhole City of Monticello Date: 03-05 Plate No. Revised: 03-17 4003 /l TIE LAST 3 JOINTS ON INLET AND OUTLET 5/8" TIE FOR PIPES 12" TO 27" 3/4" TIE FOR PIPES 30" TO 66" 1" TIE FOR PIPES OVER 30" —PROVIDE OPENING WHEN POURING CONCRETE TO ATTACH TRASH GUARD NOTE: THIS DRAWING IS TYPICAL FOR ALL FLARED END SECTIONS 24" OR LARGER SHEET PILING AS SHOWN SHALL BE CONSIDERED INCIDENTAL TO FLARED END. NUTS AND BOLTS ON TRASH GUARD MUST REMAIN EXPOSED. `r I 12" 4000 PSI CONCRETE (TYP) r:. 2 0 (TYP) (3) 1 1/4 "HOLES USE (3) 1" BOLTS AND TIE TO CONCRETE ABUTMENT / PLAN / 4000 PSI CONCRETE ANDITIE TO CD�CRETELES SABUTTMENTBOL #4 REBAR EACH FACE 2'- 0"1. 1l (TYP) • . �I Standard Plate Library City of Monticello CITY DETAILS SECTION PLUS 11111- 0 ELEVATION #4 REBAR EACH FACE ❑ I Title: Piling for Flared End Section Date: 03-05 Plate No. Revised:4008 03-17 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 4"x 4" TEE 45 TEE MORTAR JOINT WHERE DRAIN 4'PVCPP 4 PVCPP PIPE COMES INTO MANHOLE OR CATCH BASIN 4"PVCPP NON PERF AT CONNECTION MANHOLE OR CATCH] MANHOLE OR CATCH-/ , BASIN WALL BASIN WALL 100' (MAX.)'" PREFERRED 0 5' METHOD /1 CURB) a CL * LENGTH TO BE DETERMINED BASED ON EXISTING SOIL CONDITIONS CL U K CURB1 RCP PIPE -1, PREFERRED METHOD 2' 1' BITUMINOUS SURFACE 2.5' 2' TYP SEE DETAIL 4006 - FOR CROSS SECTION 'I�1 �AGGREhATE BASE 2"MAX J 1 L GRANULAR SUBBASE MORTAR JOINT WHERE DRAIN COURSE FILTER AGGREGATE PIPE COMES INTO MANHOLE OR MN/DOT 3149.2H CATCH BASIN PERFORATED PIPE Standard Plate Library City of Monticello a� W H Z O 0- c1 L) LL O Q Ld m < F O.. Tittle: Special Details PVCPP Subdrain Date: 03-05 Plate No. Revised:03-15 I 40�� Title: Standard Plate Library Riprap Detail City of Monticello Date: 03-05 Plate No. Revised:4009 03-15 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 17 IF 19 MONTICELLO, MINNESOTA I z 0 U W ma pox mxw Z ❑ N LL n ul U w o 05 i'k; ' 141 o OW 0 Q Q 0 n� 1-K o O N Z ~ � aZ J W li fO Q 7 Q U (A O .,-^,. U U w Z Q 11: Cr N J N 1-7, nN10111 WN100001 H' W 710m Od 9 Z Ntl? Frp1 W 1nWO1N W 10 CA CDN V O41 o { 7W 0' 00 7N1D NN ✓11'1 •il] Z JAN 7V7 O00n OmIn7N W TCA W'l� O Title: Standard Plate Library Riprap Detail City of Monticello Date: 03-05 Plate No. Revised:4009 03-15 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 17 IF 19 MONTICELLO, MINNESOTA I ma pox mxw a a a W� _ Z OW Q Q 1-K vax V) x Z� O 4 II 4+� x 3::5 d' N 1-7, nN10111 WN100001 H' W 710m Od F- Ntl? Frp1 W 1nWO1N W 10 CA CDN V O41 { .-W.'C OW N N n4 i'd r0 O M1 N O aliU 00 7N1D NN ✓11'1 •il] Z JAN 7V7 O00n OmIn7N W TCA W'l� O .� 7 1n `amu Z co o 1 0 atL 4 y aN W NOfl DM IR KI+l CqC 4q 00 9 ( n V O - a } W NOSO q'It Iq fD 1076700 d' 111 n w � ,j l� � 10 � N WO c� n 01 7 N � � 7, 01 0 w 2 u] 0 N2 i, � 0;;;; N -510n W U ��N NM)M577,D 11 r 0Er v NN M1M u r,T Ld a �inr1 2 r _p F j W N[[1 u-S.--O�DN �0146N1� gO OM1 � H j W ?N u'S 01 t4N[i10107 �Y 100010 N ��U�� NN n71(, W 000�Y1 W W NN Q�4�N n7 W OOrn �� O1NN Nn d Z N II U Ld oil U U_ g o LL g ❑ Uw O} W w17 W mnmN7 ter` o oto O UO �7 rnOON7 W C`0' ChN W �Y] n ZZ¢ 004 W 0- CV 1`1 4 N 6 m 6 mi6 6 M V r P� O W 0- �. b 011 M'1 U] ,T n f` O N rV 0 n 0 1.wj V1 J O U r N NNnn7 W w OQ, v N N171()Ln N r m a - - - - - - - - - - - - - - O '- - - - - - - - - z x 0] x o o a w r ;na)��Iawr)rn7u1007Tu-S ,n room � olo ",f,a�Frmw7lnwnrnm NmWN �Z r W 2J �_r _N NM171r16 OP 0-n1n ON O r W ZJ n - N 71r]10W M W �N 7011 OW [.! O aML> - - NN _� Oal� NN Nn n N to NII Q NII zn g 0 3 W, Wm coo �7,y!"R nloo!nq gg0l oo-.o,n � "� xa �rnro�gwwi0n7ulonn7 '°WLL 0_� �wa- ] N N n 4 ori o m 7M u2 m O n r -on N N n 7 7 ]n0M-rim 6 N n a m-4 O N n 7 7 7 10 r W- 3 K U v W a- < di z �Zw a Z N N r0 711010 N 7 pO r �N NNMn7 no 0 o N 7 0 W 1• o. d Za Q j d Z N WN W M wo M 00 N N NCO 7 a WN NN W h 00❑ NM11r1 R s oa ��N rnx Title: Standard Plate Library Riprap Detail City of Monticello Date: 03-05 Plate No. Revised:4009 03-15 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 17 IF 19 MONTICELLO, MINNESOTA I R/W 12' OR 14' ..,I, 4.00% 4" TOPSOIL, SEED, AND MULCH OR SOD1� (TYPICAL) 60' R 'W 10 2 ROLLS OF SOD TO HE PLACED HEHIND CURB AND SIDEWALK/TRAIL. 02 THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER, Q STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS Title: Standard Plate Library City of Monticello C0 -.O. 0 0 0 0 3#/FT. 0 0 0 o 0 0 3#/FT. o� 0 0 0 0 o 0 Z o c 0 I—� Y NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE NOT INSTALLED Typical Street Residential (Minor) Date: 03-05 Plate No. Revised: 5002 03-17 TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE 5052—H38 OR 6061—T6 ALLOY. GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CHANNEL POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL BE USED, 2.5 LB/FT POSTS SHOULD BE USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE 4—RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2018 Pioneer Engineering, P.A. Title: Typical Traffic Sign Installation Date` 03-05 Plate No. Revised'5016 03-17 MATCH MODIFIED DESIGN "D" CURB & GUTTER (TYPICAL) O" i7'Orgt� NOTE: STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. Standard Plate Library City of Monticello T J�Street Sign{) y 2-3/8" O.D. Title: Concrete Curb & Gutter at Catch Basin Date: 03-05 Plate No. Revised: 5004 03-15 TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE: 5052—H38 OR 6061—T6 ALLOY GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" 100 ON THE LONGEST SIDE OVER 30" SIGNS SHALL BE NOTCHED FOR USE WITH E-450 BRACKETS 9" STREET NAME SIGNS SHALL HAVE 6" UPPER CASE LETTERS WHITE ON GREEN HIGH INTENSITY GRADE SHEETING WITH WHITE SERIES E BORDER ALL SIGNS SHALL CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. BOULEVARD 60' R 'W PJC/JMM GRADE JMM I ® —1111 111 l �llll 1111 �qll 111 l � �11111111��111lllli �� 30', 32' OR 36' (FACE TO FACE) VARIES 1111 a� 1111111 zlllll °° a� MODIFIED DESIGN D CURB & GUTTER TUBULAR POSTS SPECIFICATIONS :11111111= 1111111 °°° 111111111111 1 2.00% 2,00% 4.00% 4'1 �° ° CONTROL SIGNS, SHALL VARY IN LENGTH, SHALL HAVE 11111111 2' 1 1/2 " TYPE 2360 BITUMINOUS WEARING COURSE 1111111 �° TACK COAT MNDOT 2357 DEVICE TO PREVENT TUBE FROM TURNING, SHALL BE 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 2-3/8" O.D., SHALL BE GALVINIZED AND SHALL HAVE 6" CLASS V GRAVEL (MODIFIED) 4 = 12" TO 24" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) I�2 6" MINIMUM SCARfFY AND COMPACT SUBGRADE TYPICAL SECTION URBAN RESIDENTIAL 10 2 ROLLS OF SOD TO HE PLACED HEHIND CURB AND SIDEWALK/TRAIL. 02 THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS AS DETERMINED BY THE CITY ENGINEER, Q STREET WIDTH TO BE DETERMINED BY THE CITY ENGINEER. ® 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER. SEE PLATE 4006 FOR DETAILS Title: Standard Plate Library City of Monticello C0 -.O. 0 0 0 0 3#/FT. 0 0 0 o 0 0 3#/FT. o� 0 0 0 0 o 0 Z o c 0 I—� Y NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE NOT INSTALLED Typical Street Residential (Minor) Date: 03-05 Plate No. Revised: 5002 03-17 TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE 5052—H38 OR 6061—T6 ALLOY. GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" .100 ON THE LONGEST SIDE OVER 30" REFLECTING SHEETING SHALL BE DIAMOND GRADE. ALL SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. CHANNEL POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL BE USED, 2.5 LB/FT POSTS SHOULD BE USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE 4—RIB DESIGN. POSTS ARE TO BE 7 FEET IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. BOLTS, NUTS, AND WASHERS HARDWARE SHALL BE GRADE 5 MINIMUM AND BE GALVANIZED OR CADMIUM PLATED. Standard Plate Library City of Monticello PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 88 www.pioneereng.creng.com © 2018 Pioneer Engineering, P.A. Title: Typical Traffic Sign Installation Date` 03-05 Plate No. Revised'5016 03-17 MATCH MODIFIED DESIGN "D" CURB & GUTTER (TYPICAL) O" i7'Orgt� NOTE: STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. Standard Plate Library City of Monticello T J�Street Sign{) y 2-3/8" O.D. Title: Concrete Curb & Gutter at Catch Basin Date: 03-05 Plate No. Revised: 5004 03-15 TRAFFIC SIGN SPECIFICATIONS MATERIAL: ALUMINUM SHALL BE: 5052—H38 OR 6061—T6 ALLOY GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" 100 ON THE LONGEST SIDE OVER 30" SIGNS SHALL BE NOTCHED FOR USE WITH E-450 BRACKETS 9" STREET NAME SIGNS SHALL HAVE 6" UPPER CASE LETTERS WHITE ON GREEN HIGH INTENSITY GRADE SHEETING WITH WHITE SERIES E BORDER ALL SIGNS SHALL CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. BOULEVARD 10-30-2018 Designed PJC/JMM GRADE JMM —1111 111 l �llll 1111 �qll 111 l � �11111111��111lllli �� -ldl lll� 1111 1111=IIq 1111 a� 1111111 zlllll °° a� 40 TUBULAR POSTS SPECIFICATIONS :11111111= 1111111 °°° 111111111111 __1111IIII TUBULAR POSTS USED FOR MOUNTING STREET NAME/TRAFFIC Vie° �° ° CONTROL SIGNS, SHALL VARY IN LENGTH, SHALL HAVE 11111111 ni A DIMPLED TUBE BELOW GRADE OR INSTALL A ANTI— ROTATION 1111111 �° _= DEVICE TO PREVENT TUBE FROM TURNING, SHALL BE ��° {1111111 2-3/8" O.D., SHALL BE GALVINIZED AND SHALL HAVE Illlllll ep 4 = A WEIGHT OF 2LB./FT. CONCRETE GROUT; 11111111=11111111 NOTE: CONCRETE GROUT TO BE MIXED THOROUGHLY WITH WATER BEFORE INSTALLATION NOTE: TYPICAL SIGN INSTALLATION WHEN STREET NAME SIGNS ARE TO BE INSTALLED I hereby certify that this plan was prepared by Name % Revisions me or under my direct supervision and that I " " ' - am a duly Licensed Professional Engineer aulJ. rne under the laws of the State of Minnesota Reg. No. 19860 Date 11-5-2018 Standard Plate Library City of Monticello Title: Typical Traffic Sign Installation Date: 03-05 Plate No. Revised: 5017 03-15 Date 10-30-2018 Designed PJC/JMM Drawn JMM SAME SLOPE AS ROADWAY HORIZONTAL'..;:•' (FORMS MAY BE TILTED) REVERSE SLOPE GUTTER SECTION DIVIDER PLATE 3"R 1 3"R 3P SLOPE 0.06 FT/FT >'::. 6" 13 1/2 OR SLOPE 3/4"/FT 2" MIN 2 7'� ' " a HORIZONTAL LINE / 1ti MNDOT �j SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0474 CU YDS / LIN FT (8612) MAY BE TILTED 8612 CONCRETE CURB & GUTTER CONCRETE - 21.1 FT / CU. YDS. (6612) DIVIDER PLATE 3"R jf1 b 1/2 3"R 3r r 6" SLOPE 0R T 0.06 FT/FT SLOPE 3/4"/FT �! 2" MIN 1'2" �Z" / 0 HORIZONTAL LINE / �0 MNDOT Q1 SLOPE 0.06 FT/FT NORMAL, UNLESS STANDARD PLATE NO. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE - 0.0582 CU YDS / LIN FT (6618) MAY BE TILTED B618 CONCRETE CURB & GUTTER CONCRETE - 17.2 FT / CUNDS. (8618) 12" 3/4 " /PER F7 1/2 " R 1/2 " R L 3"T 31 7"L 10 HORIZONTAL — — — — — — — —' LINE �.•! !` `. •�' 2'- D" MODIFIED DESIGN "D" CURB & GUTTER Title: Concrete Curb &Gutter Standard Plate Library for Streets City of Monticello Date: 03-05 Plate No. Revised: 500503-15 00503-15 CITY DETAILS NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 CONTRACTION JOINTS _�.nPF�y 1l L12" GRANULAR BORROW OR 6" CLASS 5 -4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') SIDEWALK DIMENSIONS WIDTH - 6' DEPTH - 6" FOR NEW DEVELOPMENTS *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS GRANULAR BORROW DEPTH - 12" GRANULAR BORROW OR 6" CLASS 5 CONTRACTION JOINTS - 6' INTERVALS EXPANSION JOINTS - 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS Title: Standard Plate Library City of Monticello Typical Sidewalk Date: 03-05 Plate No. Revised:5012 03-17 04-ENG-118236-SHEET-DTLS-CITY FEATHERSTONE 4TH ADDITION 18 IF 19 MONTICELLO, MINNESOTA I SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. 3" OF 1- 0 6" CRUSHED APPROVED EQUIVAifENT 1-1 TAPER — DEPTH AND WIDTH IN 10' SIDEWALK OVERFLOW SLOT IN SHROUD EXISTING CURBIS Y2 +•�� •r♦`� !� • • TTHERFLOW CURB BOX HEIGHT 00000 � � I F rl Inn o. rl I'I-'Trl"] 0000 PLAN e' WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE A OR CITY APPROVED EQUAL. - 4 OVERFLOW IS )z OF THE CURB BOX HEIGHT c. " OVERFLOW AT TOP OF FILTER ASSEMBLY a d' CURB Where uitC IIUYY VI WULCI 15 sheeting, place sod strips perpendicular to the direction of water flow. 3" OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE Title: Residential Gravel Standard Plate Library Construction Entrance City of Monticello Date: 03-05 Plate No. Revised: 6001 03-15 SHINGL Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Title: Standard Plate Library Sod Placement J City of Monticello Date: Plate No. 03-07 Revised: 03-15 6 010 PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG -3290 OR CITY APPROVED EQUAL. Standard Plate Library City of Monticello T_ FILTER ASSEMBLY DIAMETER, 6"" ON- ON -GRADE 10" AT LOW POINT HIGH-FLOW FABRIC Title: Inlet Protection Catch Basin Insert Date' 03-07 Plate No. Revised: 03-15 6004 w • • • 3.3' 3.3' �20 • • .3' • 0 0.7 STAPLES PER SO. YD. 1.15 STAPLES PER S4- YD. 3,75 STAPLES PER SO. YD. 4:1 SLOPES 3:1 SLOPES HIGH FLOW CHANNEL B SHORELINE •I o I hereby certify that this plan was prepared by Name "4-,/ Revisions me or under my direct supervision and that IaulJ. me - am a duly Licensed Professional Engineer under the laws of the State of Minnesota Reg. No. 1 t 960 Date 11-5-2018 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A B' (15cm) DEEP X B' (1 S-) WIDE TRENCH WITH APPROXIMATELY 12' (30-) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12'{30-) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"(34 a-) PORTION OF BLANKET BACK OVER $EED AND COMPACTED SOL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLEWSTAKES SPACED APPROXIMATELY 12"(30-) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSSTHE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESfSTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLMSTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4- THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2'-S' (5m-175=)OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT. PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY ENSTALLED BLANKET. 5, CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE} WITH AN APPROXIMATE r(7 S-) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH - NOTE: •IN LOOSE SOIL CONOTTIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN S' (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. Title: Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation City of Monticello Date: 03-08 Plate No. Revised: 03-15 I 6011 Date 10-30-2018 Designed PJC/JMM Drawn JMM OVERFLOW SLOT IN SHROUD Standard Plate Library City of Monticello CITY DETAILS WING NUT ATTACHMENT HOOK SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 SILT FABRIC SLEEVE PER MnDOT SPECIAL PROVISION 3886 Title: Inlet Protection Grate Inlet Cover Date: 03-07 Plate No. Revised: 03-15 6005 0Q5 NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 m a Standard Plate Library City of Monticello c m E � m O N � , j m� I. W + m� II ML L Y a I ; Y W �a J 0 Z O 1E 0 x 0 ZW 4jo m Q acwi 0 0w a Z �o`w �� M—OIC/� F na >= z w CrW U) II � 0, Oa v Q= r F -W m�B ma r u1 W �¢ �w wpm z Z Wx to Y W EL a T I I Z W = UM F- to ^w a= MLj 0. zo oa m OFA o Wa U 0 y D 3 W W r�zY r v V n 0 h~ M. zorn Jr EL I N Q ao k 0= F- Js I O > W W LL UU EDW F -ED Y 'op Z WZ z W za O F G - zw m 'x g ag r in ao W _D- n E 3 (7 WJ a QOUC LU Uj O�ITYC �q+j J J 03 �¢ O� >a z0 U m a p I I Ca Em C. II O� Z U Z w wx wmW W �Yn II UU oz(3k III J 22q0 wIWNn CC Q Z o J Wo t' 4a �= 0 In❑ XJ oz N0 °d 05wW .:E! U in p m II 2 9 as NU KF yz � aotp W L) v) l� we a.if �T N v#c II Z > <Z JQ o (/ma y W W I I WE Il] Q J M ZF g 0 © w �a �9K �d ¢IX 0'LL4 N Q >- Q \ I I 111 N UH a I I r—� I II� I p I O 31:m II Z O N r mll DE r 0 o a Ln K r F 0n CALL TO GOPHER STATE ONE (454-0002) IS REQUIRED A MINIMUM OF 48 HOURS z W Jw z'WWxMM TO PERFORMING ANY EXCAVATION. a5 pLy Title: Residential Building N -too J p Erosion Control �W zm J .m W Jo 03-05 Plate No. OP= XFU ,p iW K�0a. Revised: ON�4 1' Ln 3 04 a 0 Z a IDW-a a¢ Uxsl.�w CUD, OZZ v CL ® Z -� ��ZD Z�U L) ¢ LLM,`r{ M M§ V) W m Z_ 2 UIDia Ja w Z. a O i1FO E:U Zm� t4O - - U 1=11 (W7 a fail iGO W (LQ ' In qo WO O J w U Wa MOZ5 7 0o o NOF a Z k'Z) Wit] N €aaa o �. Ja a 0 �¢(zU to - f7 U 2iU LIU � Z0 dZd F¢� 6 - WZ47 tn W-�O Uwa ZUw y U F-W z07F-[ai:s O F �i`ii In F -Nm W g w7x n O aZ�FZr_ U J} r LU M 0WO Z tn�in Mzi VI -1 1/ I 1/M ; BLOCK 1 = 174,324 SF. BLOCK 2 = 84,197 SF. BLOCK 3 = 39,205 SF. BLOCK 4 = 129,207 SF. TOTAL LOT AREA = 426,933 SF. TOTAL OUTLOT AREA =2,792,258 SF. TOTAL R/W AREA = 158,286 SF. TOTAL AREA = 3,377,477 SF. 4.0019 AC. 1.9328 AC. 0.9000 AC. 2.9663 AC. 9.8010 AC. 64.1015 AC. 3.6337 AC. 77.5362 AC. FEATHERSTONE FOURTH ADDITION HATCHED AREA 699142 SE. 16.0501 AC. OU TLOT A 2642151 SF 60.6555 AC 100 50 0 100 Scale in Feet 1 Inch = 100 Feet w z Lo 00 LL U cn a F(D ao 0 Z�ro ro 00 0 PIONEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 4Z 89TH ST NE / C19 1K LO _ IM SEC 4 T I 111'1 D� 1� Ind OU LOT B \ /g / / \ �' \ �cS /-- r \ v r �I \ Z\ \ \ \ J/ � 1 I I 2 � I \ 13 <--- —<— 3 77 1 OUTLOT A 6 -- — -- L� 70 5 2 \ I/n I I \ -- — -- -i �' I I C� 3 _ I rr1 11 �85TH X66 __958r%' �' ��' 94 1v �8\ s6\ s� ri PISNEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive (651) 681-1914 Mendota Heights, MN 55120 Fax: 681-9488 www.pioneereng.com © 2018 Pioneer Engineering, P.A. 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 Name Jennifer L. Thompson Reg. No. 44763 Datr. 11-5-2018 Revisions Date 10-30-2018 Designed Drawn PLANTING SCHEDULE KEY COMMON NAME/SCIENTIFIC NAME ROOT QUANTITY NOTES OVERSTORY TREES HACKBERRY/CELTIS OCCIDENTALIS 2" B&B 10 SENTRY LINDEN/TILIA AMERICANA 'SENTRY 2" B&B 8 NORTHERN PIN OAK/QUERCUS ELLIPSOILDALIS 2" B&B 11 THORNLESS HONEYLOCUST/GLEDITSIA TRIACANTHOS VAR INEMIS 2" B&B 11 AUTUMN BLAZE MAPL/ACER X FREEMANII 'JEFFERSRED' 2" B&B 7 NORTHWOODS MAPLE/ACER RUBRUM 'NORTHWOODS' 2" B&B 9 LANDSCAPE REQUIREMENTS: REQUIRED TREES: 2 TREES/INTERIOR LOT, 4 TREES/CORNER LOT TOTAL REQUIRED TREES = 56 TREES TWO TREES PLANTED IN THE BOULEVARD FOR EACH LOT FRONTAGE LANDSCAPE NOTES - THE LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. - THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF PROPOSED PHYSICAL START DATE AT LEAST 7 DAYS IN ADVANCE. - THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL EXISTING UTILITY LOCATIONS ON THE PROJECT SITE WITH GOPHER STATE ONE CALL 1-800-252-1166 PRIOR TO COMMENCING WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. - GRADING TO BE PERFORMED BY OTHERS. - NO PLANT MATERIAL SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. - ALL PLANT MATERIAL SHALL MEET THE STANDARDS FOUND IN THE AMERICAN ASSOCIATION OF NURSERYMEN -AMERICAN STANDARD FOR NURSERY STOCK. - ALL CONTAINER MATERIAL TO BE GROWN IN THE CONTAINER A MINIMUM OF SIX (6) MONTHS PRIOR TO PLANTING ON SITE. - DECIDUOUS AND CONIFEROUS TREES SHALL NOT BE STAKED, BUT THE LANDSCAPE CONTRACTOR MUST GUARANTEE STANDABILITY TO A WIND SPEED OF 60 M.P.H. - THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM GUARANTEE OF ONE YEAR ONE TIME REPLACEMENT ON NEW PLANT MATERIALS. GUARANTEE SHALL BE AGREED UPON BY DEVELOPER/BUILDER AND LANDSCAPE CONTRACTOR. - THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING OR AFTER INSTALLATION. - IF THERE IS A DESCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER SHOWN ON THE PLANT LIST, THE NUMBER SHOWN ON THE PLAN WILL TAKE PRECEDENCE. -THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE WORK SHOWN ON THE PLAN. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE. - COMMERCIAL GRADE POLY LAWN EDGING SHALL BE INSTALLED WHERE NOTED. - THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE SITE CAUSED BY THE PLANTING OPERATION AT NO COST TO THE OWNER. - THE LANDSCAPE CONTRACTOR SHALL KEEP PAVEMENTS CLEAN UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS AND PERMITS GOVERNING THE WORK. STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. LANDSCAPE PLAN NOVAK-FLECK INC. 8857 ZEALAND AVE N. BROOKLYN PARK, 55445 DECIDUOUS TREE PLANTING DETAIL p°� p p O ° TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOPY2 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP )j OF THE BALL. REMOVE ALL TWINE. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. WATER TO SETTLE PLANTS AND FILL VOIDS. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING p UNLESS SOIL MOISTURE IS o EXCESSIVE. SHREDDED WOOD MULCH MIN. 4" DEEP (DO NOT PLACE MULCH AGAINST TRUNK OF TREE). ^" "ae AND BACKFILL WITH ',KFILL SOIL. BREAK DOWN ES OF HOLE WHEN ,KFILLING. 0 50 100 200 GRAPHIC SCALE IN FEET FEATHERSTONE 4TH ADDITIONL 1 0 1 MONTICELLO, MINNESOTA iWONTICELLO S937A $, Lt. `0 000�\00�0� 0 / /--------- — -----..._______._.--..._---------- / r 0 140 200 400 89 GRAPHIC SCALE IN FEET / 88 t t 87 / r II / 86 4 t so 84 / r 71 as Q�• / ss 64 t B 5 75 2 OUTLOT C 55 79 72 CiO�'SF 048 76 I I 40 36 /2 47 32 I '3 39 35 ,4 r m 15 13 7 1 2 200 6 / t 2 r 2 t 5 / s 80 4 5 / OUTLOT 8 37 11 / s 3 4 / OUTLOT D , r 31 17 , r , r _ 21 29 t 24 19 / 15 � 1 1ffi r OUTLOT A / OUTLOT E 7 g t 29 $ t / 5 OUTLOT F 92 93 94 95 91 /96 90 7 8 9 10 2 110 109 101 108 107 102 106 103 104 105 1 2 3 4 5 \ \ \ �I 1 \ \\ I I (I � 2 3 � 7 I� (( < i Q (I 4 0 3 © � 2 5 6 11 18 2 7 (I 4 3 (I 17 8 ( i 0 4 I I C) 16 I l 5 1 15 10 i 6 14 ,1 1-� 7 II \ 13 12 ( I 9 1 ,4 I _I 13 12 11 10 5 ( t (I ( II 1I 13'32 � ( 33 34 35 36 37 38 39 40 41 1 1 I 8 10 LLJ 11 12 13 14 15 16 17 18 1 2 I 1 i_- 7 6 I 1 Cr I CU 6 ---` 1 � � 4 3 3 t / 3 4 g 5 2 2 8 t' 2 1 0 / 7 -----------------_------____ _ -------------------�---_.... _.--_.- _--`--.,._=.^...�=� _,��_ r— — — — — — — — — — _____________________--------_-----------------------------------------_____-------- -- r - f / 85TH STREET NORTHEAST The information and/or renderings and maps contained herein, such as street For details of existing developed areas, refer to the recorded final plat, and lot location, dimensions, areas, landscaping and amenities, are of the The owners of the property shown and their successors and assigns reserve sole purpose of depicting a possible use of the properties, and are subject the right to make zoning, development, ownership and/or and use changes for to change, no representation or warranty as to zoning, development any part(s) of the properties. ownership or land use of such properties is being made, and Buyers should TOTAL RIGHT OF WAY AREA not and will not rely on the information and/or renderings and maps or The developer reserves the right to change the plans without further notice, views contained herein in deciding to purchase any property, etc. subject to City and all Government approvals. Pioneer Engineering, P.A. makes no warranties or representations of any kind RIGHT OF WAY AREA or character, expressed or implied, with respect to the matters depicted or AC. covered by the rendering, drawings and other information herein. 88.87 AC. SINGLE FAMILY LOTS *PIONEER 199 engineering PA 2422 Enterprise IDnve Mendoto Heights, MN 55120 19.47. LAND SURVEYDRS - CM ENaN�7E£RS (651) 681-1914 FAX -.681-9488 l herebycertifythat supervision and this Ian was prepared b me or under m direct Name ca1i+ p p � y y that I am a duly Licensed Professional Engineer lander PAUL J. CHERNE LAND ALAt1NERs. tANDsCiwE ARGmvrs 625 Highway 10 N.E. 1866 4/14/03 Blaine, MN 55434 the laws of the (763) 783-1880 FAX:763-1883 State of Minnesota Re No. Date g' J: \Dwg\202385^ PINE MEADOWS\dwg\202385COV Revisions Date 4/14/03 SHEET TITLE Designed P.1C COVER SHEET - Drawn SAG EX. BLDG. WJ IJ Q 0 Z 0 LI 0 LOCATION AP Ex. HOUSE nEW TOTAL BOUNDARY AREA 220.46 X Q TOTAL RIGHT OF WAY AREA �X AC. rJ 150.4£ IJ Q 0 Z 0 LI 0 LOCATION AP SITE T TOTAL BOUNDARY AREA 220.46 AC. TOTAL RIGHT OF WAY AREA 35.55 AC. TOTAL RESIDENTIAL AREA 150.4£ AC. RIGHT OF WAY AREA 28.18 AC. SINGLE FAMILY AREA 88.87 AC. SINGLE FAMILY LOTS 199 TONHOME AREA 19.47. AC. TOWNHOME LOTS 100 COMMON LOTS 2 PARK AREA (OUTLOTS F,G,H,I) 15.00 AC. TOTAL COMMERCIAL/INDUSTRIAL AREA 70.00 AC. RIGHT OF WAY AREA 7.37 AC. COMMERCIAL AREA (OUTLOT A) 10.00 AC. INDUSTRIAL AREA (OUTLOTS B,C,D,E) 52.53 AC. EXISTING ZONING AGRICULTURE A--0 PROPOSED ZONING PUD T INVEX 1. COVER 2. EXISTING CONDITIONS 3. PRELIMINARY PLAT 4. PRELIMINARY PLAT 5. PRELIMINARY SITE & UTILITY PLAN 6. PRELIMINARY SITE & UTILITY PLAN 7. PRELIMINARY GRADING PLAN 8. PRELIMINARY GRADING PLAN 9. PRELIMINARY LANDSCAPE PLAN 10. PRELIMINARY LANDSCAPE PLAN 11. PRELIMINARY LANDSCAPE PLAN OWNER GOLD NUGGET DEVELOPMENT, FAT T. N INC. PROJECTE HERS O E SHEET o1= SHEETS 8857 ZEALAND AVENUE N. MflNTICELL(3 TS BROOKLYN PARK, MINNESOTA 55445 Featherstone Development 4th Addition Parkland Dedication Analysis November 28th, 2018 Original Preliminary Plat - Proposed Parkland Dedication Total Residential Plat Area (Gross Acres) 150.46 Outlot F 9.58 Outot G 3.45 (To be dedicated w/4th Addition as Outlot B) Outlot H 2.45 (Dedicated w/2nd Addition as Outlot B) Outlot 1 0.51 (Dedicated w/1st Addition as Outlot A) Proposed Dedication per Plat 15.99 AC Featherstone 1st Addition (Gross Acres) 29.03 Dedication Dedication Phased Dedication Analysis Acres (AC) Requirement Required (AC) SUBTOTAL DEDICATION REQUIRED (AC) (AC) 4.88 Featherstone 1st Addition (Gross Acres) 29.03 10% 2.9 Featherstone 2nd Addition (Gross Acres) 19.85 10% 1.98 SUBTOTAL DEDICATION REQUIRED (AC) 4.88 Featherstone 3rd Addition (Gross Acres) 11.60 11% 1.28 Featherstone 4th Addition (Gross Lot Acres) 16.89 11% 1.85 Future Phases - Residential 73.09 11% 8.03 SUBTOTAL DEDICATION REQUIRED (AC) 11.16 TOTAL DEDICATION PLAT REQUIRED (AC) 16.04 FEATHERSTONE KNOW ALL PERSONS BY THESE PRESENTS: That Gold Nugget Development, Inc., a Minnesota corporation, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot A, FEATHERSTONE THIRD ADDITION according to the recorded plat thereof, Wright County, Minnesota Together with: The West Half of the Southwest Quarter of the Northwest Quarter of Section 23, Township 121, Range 25, said Wright County. Has caused the same to be surveyed and platted as FEATHERSTONE FOURTH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said Gold Nugget Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 20 . Gold Nugget Development, Inc. Signature Printed Name STATE OF MINNESOTA COUNTY OF as Title This instrument was acknowledged before me this day of , 20 , by of Gold Nugget Development, Inc., a Minnesota corporation, on behalf of the corporation. Signature Printed Name Notary Public, County My Commission Expires SURVEYOR'S CERTIFICATE I Peter J. Hawkinson do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Peter J. Hawkinson, Licensed Land Surveyor Minnesota License No. 42299 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this Surveyor, Minnesota License No. 42299. Signature Printed Name Notary Public, day of , 20 , by Peter J. Hawkinson, Land My Commission Expires County FOURTH ADDITION CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of did hereby review and approve this plat of FEATHERSTONE FOURTH ADDITION. Chairperson Secretary CITY COUNCIL, City of Monticello, Minnesota 20 , the Planning Commission of the City of Monticello, Minnesota, This plat of FEATHERSTONE FOURTH ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor WRIGHT COUNTY SURVEYOR City Administrator I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 . Wright County Surveyor WRIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this day of , 20 B y: Wright County Auditor Deputy WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 this day of , 20 B y; Wright County Treasurer Deputy WRIGHT COUNTY RECORDER on the land hereinbefore described have been paid I hereby certify that this instrument was filed in the office of the County Recorder for record on this _ 20 , at o'clock M. and was duly recorded in Cabinet No. Sleeve , as Document No. Wright County Recorder day of PISNEERengineering,P.A. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 1 OF 3 SHEETS 80 40 0 80 Scale in Feet 1 Inch = 80 Feet 89TH LLJ ST NE I z J J �Iw I /SITE ,Q �� I o \ z �� N E , ,<, -STI I I VL -o Ld 85TH ST NE IIS 60.00 I S15059'35"E_-] I J I I SECTION 23, TWP. 121, RGE. 25 VICINITY MAP NO SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 6� being 6 feet in width, and adjoining lot lines unless otherwise indicated, and 12 feet in width and adjoining street lines and rear lot lines unless otherwise indicated on the plat. W BEARING ORIENTATION: THE SOUTH LINE OF OUTLOT A, FEATHERSTONE SECOND ADDITION, IS ASSUMED TO BEAR SOUTH 89002'58" WEST. % C� OO DENOTES FOUND CAST IRON MONUMENT �\ O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299, OR WILL BE SET IN ACCORDANCE WITH MS _ SECTION 505.021, SUBD. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. N 04 FEATHERSTONE FOURTH N 89 °16' 23"E / J� vvl< \ / J� ADDITION N�3°5, 40,E MATCH LINE ----'-- SEE SHEET 3 OF 3 SHEETS ,gyp 663.64 �� S88°45'52"E 1 87.36 I �O h' Roo PGS k 0 pp O 50 N27°5360 00 \ �/ \ 47"E �:� � 30.00 OUTLOT A DRAINAGE AND UTILITY EASEMENT OVER OUTLOT A S89002'58"W 85TH STREET NE D 665.65 2 oO 0 011 00 7s o/ 3 /11 ITI /1T / n � N /0 02'8, f �1� 0/� 4 50 °° OUTLOT B �, \ QI S\°°, IN \ 2 0S4 � �SI \85.0 5 ;; ofig\8" IN � 0(30\9. g603„�ON89°069"E 22382.61 85.00 -1 / r-----1 0 ---- o ---\ d 6 In o o I O \ / �; I I to I to O / I 31 h2 1 0 \ J aSI / I I I I I 0I N '2°sem ° of ., \ 27\ ,I O I aJ,3 °07"�153'5I IN 2 I LO IN 3 �1I �t0a1 1 1 1138 I 0 3?06 87.69CN \ \ 1 - J Lz ---_J L----� j� 'A�<,790 86' T\4 7S 6 R -;700. L1=07079'55" Z 85.00 0 85.00 � Aj ) 2�2°030„ /N X00.00 I 30.00<\ O �(01P� TF1 " o 78 '`� N89°06'39"E - 184.17_ 90 NE _ ^TEDr-r- -r N Ir- co 38.26 w145.91 30.00 / j I I\ I I v �=0015 ^o 00 3�O 00 M162.24 - 60 1§1 1914 W i 007 00 . ', 0j Z o 061 � - / a418oso g0 �,-� - i 6 I o \ �/ I I I� G.i \�90�2° �� i� A=16°42'28" I� LIJ l R, 35-71'76;"->, �� =o o /> 67.074 310,40-00 -00 � L---------09'1 �\ c (meq po' 1-N8906'39"E - 171.95 � N L J1 2 rn o ��`O °o �� 20.485°0603" - - - - I < N� S89 06'39"W 217.09 � ,- � //Ic �/� rD� �� `l A=42°41'23" 1a �I 2 2X91 / 6 � i ��' R=40.00c� z --- N, 1 og2 O O cr.� ,� 29.80 5 loc. LIJ �I ��2 Ia N o`rn\��,o�� 0=35°31'46"l/- 1 J 00 �L---------- 37.21-- ��---J W �J r-S89°06'39"W 171.95 �D�s, �p N89°0639E 176.95 IN �/ O/ 1 L1 J 1 �8 X70 83.66 / j �� \ 1 O iY� g7 �s �/ �� I� O LIJ S LINE OF OUTLOT A, N MI \� 4 I� � FEATHERSTONE SECOND �1 3 4 I INN IT ADDITION o 1 1 Io W \ z I I l0 1 60 L- I - - - - J ---- 690.37-----JUL------ 235.00 ---- � - 54.77 S89°02'58"W 690.37 S01 °52'15"W r 1 I [fir - r- N I[- 00 -- -- -- S89006'39"W 665.70 - --- PIONEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 2 OF 3 SHEETS -STI I I VL -o 60.00 S15059'35"E_-] F 60 -D (6� u♦ L - <i W L I I LIJ N - J J 0 O LIJI I f YJ 'O^ `� U) LIJI 1 2 oO 0 011 00 7s o/ 3 /11 ITI /1T / n � N /0 02'8, f �1� 0/� 4 50 °° OUTLOT B �, \ QI S\°°, IN \ 2 0S4 � �SI \85.0 5 ;; ofig\8" IN � 0(30\9. g603„�ON89°069"E 22382.61 85.00 -1 / r-----1 0 ---- o ---\ d 6 In o o I O \ / �; I I to I to O / I 31 h2 1 0 \ J aSI / I I I I I 0I N '2°sem ° of ., \ 27\ ,I O I aJ,3 °07"�153'5I IN 2 I LO IN 3 �1I �t0a1 1 1 1138 I 0 3?06 87.69CN \ \ 1 - J Lz ---_J L----� j� 'A�<,790 86' T\4 7S 6 R -;700. L1=07079'55" Z 85.00 0 85.00 � Aj ) 2�2°030„ /N X00.00 I 30.00<\ O �(01P� TF1 " o 78 '`� N89°06'39"E - 184.17_ 90 NE _ ^TEDr-r- -r N Ir- co 38.26 w145.91 30.00 / j I I\ I I v �=0015 ^o 00 3�O 00 M162.24 - 60 1§1 1914 W i 007 00 . ', 0j Z o 061 � - / a418oso g0 �,-� - i 6 I o \ �/ I I I� G.i \�90�2° �� i� A=16°42'28" I� LIJ l R, 35-71'76;"->, �� =o o /> 67.074 310,40-00 -00 � L---------09'1 �\ c (meq po' 1-N8906'39"E - 171.95 � N L J1 2 rn o ��`O °o �� 20.485°0603" - - - - I < N� S89 06'39"W 217.09 � ,- � //Ic �/� rD� �� `l A=42°41'23" 1a �I 2 2X91 / 6 � i ��' R=40.00c� z --- N, 1 og2 O O cr.� ,� 29.80 5 loc. LIJ �I ��2 Ia N o`rn\��,o�� 0=35°31'46"l/- 1 J 00 �L---------- 37.21-- ��---J W �J r-S89°06'39"W 171.95 �D�s, �p N89°0639E 176.95 IN �/ O/ 1 L1 J 1 �8 X70 83.66 / j �� \ 1 O iY� g7 �s �/ �� I� O LIJ S LINE OF OUTLOT A, N MI \� 4 I� � FEATHERSTONE SECOND �1 3 4 I INN IT ADDITION o 1 1 Io W \ z I I l0 1 60 L- I - - - - J ---- 690.37-----JUL------ 235.00 ---- � - 54.77 S89°02'58"W 690.37 S01 °52'15"W r 1 I [fir - r- N I[- 00 -- -- -- S89006'39"W 665.70 - --- PIONEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 2 OF 3 SHEETS 80 40 0 80 Scale in Feet 1 Inch = 80 Feet 89TH Ld ST NE I z / Iw I ,,SI TE \ V� , Q \$ to z �<, A NE I , I \ I n I I J I SECTION 23, TWP, 121, ROE. 25 VICINITY MAP NO SCALE BEARING ORIENTATION: THE SOUTH LINE OF OUTLOT A, FEATHERSTONE SECOND ADDITION, IS ASSUMED TO BEAR SOUTH 89°02'58" WEST. O DENOTES FOUND CAST IRON MONUMENT O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299, OR WILL BE SET IN ACCORDANCE WITH MS SECTION 505.021, SUBD. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. W N N I-1 Lo 0 Z I I I I I I c0 M (N FEATHERSTONE NW CORNER OF SEC. 23, TWP, 121, RGE. 25 (WRIGHT COUNTY MONUMENT) / / / O 1 I I I I i 00 _00 N 11) I, o rri N � U w �U)Lf) Z L' N w O = w O \ " w z z J w !L N 89 °16 23"E FOURTH ADDITION N89026'11 0"E 1574.20 50.00 FOOT UNITED POWER ASSOCIATION EASEMENT PER DOC. N0. 587954---- -- /''--------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — j11 ITI (1T \-/ V I L _ \-/ I OU TLOT A MATCH LINE SEE SHEET 2 OF 3 SHEETS"! - --- 663.64 '—S88045'52"E- 87.36 Ste" 1p•'' < / Jl t, 00 00 ct� N �� 6'' �j N �L o 0 0 80.41 ?\� S07004948100 O / 140 40 tpo)!!' / w v \ I I PIONEERengineefing CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 3 OF 3 SHEETS 85TH ST NE I , I \ I n I I J I SECTION 23, TWP, 121, ROE. 25 VICINITY MAP NO SCALE BEARING ORIENTATION: THE SOUTH LINE OF OUTLOT A, FEATHERSTONE SECOND ADDITION, IS ASSUMED TO BEAR SOUTH 89°02'58" WEST. O DENOTES FOUND CAST IRON MONUMENT O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299, OR WILL BE SET IN ACCORDANCE WITH MS SECTION 505.021, SUBD. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. W N N I-1 Lo 0 Z I I I I I I c0 M (N FEATHERSTONE NW CORNER OF SEC. 23, TWP, 121, RGE. 25 (WRIGHT COUNTY MONUMENT) / / / O 1 I I I I i 00 _00 N 11) I, o rri N � U w �U)Lf) Z L' N w O = w O \ " w z z J w !L N 89 °16 23"E FOURTH ADDITION N89026'11 0"E 1574.20 50.00 FOOT UNITED POWER ASSOCIATION EASEMENT PER DOC. N0. 587954---- -- /''--------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — j11 ITI (1T \-/ V I L _ \-/ I OU TLOT A MATCH LINE SEE SHEET 2 OF 3 SHEETS"! - --- 663.64 '—S88045'52"E- 87.36 Ste" 1p•'' < / Jl t, 00 00 ct� N �� 6'' �j N �L o 0 0 80.41 ?\� S07004948100 O / 140 40 tpo)!!' / w v \ I I PIONEERengineefing CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS SHEET 3 OF 3 SHEETS VI -1 MARMEAVINIVI BLOCK 1 = 174,324 SF. 4.0019 AC. BLOCK 2 = 84,197 SF. 1.9328 AC. BLOCK 3 = 39,205 SF. 0.9000 AC, BLOCK 4 = 129,207 SF. 2.9663 AC. TOTAL LOT AREA = 426,933 SF. 9.8010 AC. TOTAL OUTLOT AREA =2,792,258 SF. 64.1015 AC, TOTAL R/W AREA = 158,286 SF. 3.6337 AC. TOTAL AREA = 3,377,477 SF. 77.5362 AC. FEATHERSTONE FOURTH 31208 SF 0.7164 AC ADDITION / V, 14040' SF 2 �� 0.3223 AC 25948 SF 0.5957 AC 13248 SF 3 /p^ 0.3041 AC 20672 SF 0.4746 AC 4 OU TLOT A 2642151 SF 60.6555 AC 100 50 0 100 Scale in Feet 1 Inch = 100 Feet 17522 SF 5 0.4022 AC 16012 SF 0.3676 AC 6 1 15240 SF 0.3499 AC OU TLOT B 150107 SF 3.4460 AC 2 3 13248 SF 4 0.3041 AC 13368 SF /0,3069 AC 12750 SF 3 0.2927 AC 3 2 12750 SF 0.2927 AC 1 13705 SF 0.3146 AC 5 13000 SF 6 0.2984 A 17293 SF 0.3970 AC 122105 SF 2.8031 AC 14002 SF 0.3214 AC 9 14927 SF 0.3427 AC 18793 SF 0.4314 AC J I17248 SF 15081 SF 28849 SF 0.3960 AC 0.3462 AC 0.6623 AC 6 5 4 STREET :) 4 1 24244 SF 0.5566 AC 2 15534 SF 0.3566 AC 3 28251 SF 0.6486 AC w Z LA w LO 00 L, U (n Q PIONEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS A �A, YY VB Building a legacy — your legacy. November 28, 2018 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Featherstone 4th Addition Plan Review City Project No. 2018-051 WSB Project No. 013121-000 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the final plat, grading, street and utility plans dated November 5, 2018 and the stormwater management plan dated October 26, 2018, as prepared by Pioneer Engineering and offer the following comments: Grading Plans 1. The City Parks superintendent and Parks Commission will be reviewing the future park use for Outlot A and B and may have revisions to the grading plan, seeding plan and location of the storm sewer within Outlot B. 2. It is recommended to construct a trail through Outlot B based on the original preliminary plat plan. 3. The applicant has indicated that Outlot A is being graded at this time to balance the earthwork grading on the site. Show the full extent of grading to the west of Outlot A. 4. The applicant has indicated that the existing pond is proposed to be graded to address washouts and reshape the pond in addition to creation on an infiltration basin. 5. The pond and maintenance bench slopes should be labeled. 6. A maintenance route from an adjacent roadway shall be identified on the plans for the pond and rear yard catch basins. 7. Show how 86th Street will tie into the existing contours. 8. Conservation easement posts shall be provided for Lots 1-4, Block 1. Conservation easement areas shall extend from the NWL up through the upland/natural seeding area. The posts shall comply with the City Detail. The applicant shall provide exhibits and legal descriptions of conservation easement areas for recording. 9. The typical street section should include a 2 -foot sand section. A six-foot wide sidewalk should be shown on the typical section. 10. Label the street names. 11. 86th Court NE is to be renamed Ebben Circle. Equal Opportunity Employer wsbeng.com K:\02596-420\Admin\Docs\050817 submittal Featherstone 4th Addition November 28, 2018 Page 2 Street and Utilitv Plans 12. The watermain off -set on Sheet 6 should be removed and the watermain should be constructed with an over -depth to avoid installing additional bends. 13. Show how 86th Street will tie into ex grades on profile. 14. The joint trench process shall be coordinated with Fibernet and comply with City detail plates. Conduit crossings will likely need to be installed at street intersections depending on private utility needs and should be shown on the plans. 15. Mailbox locations shall be shown on the plans and coordinated with the Streets Superintendent. 16. An irrigation stub may need to be included for Outlot B for the park. The location and size are to be determined by the Parks Superintendent. 17. CB 304 should have a minimum 4 -foot depth. 18. Add a stop sign at the northwest corner of 87th Street/Ebersole Avenue Erosion Control and Seeding Plan 19. Since 1 acre or more of the site is being disturbed, a NPDES/SDS Construction Storm Water General Permit shall be obtained before construction commences. 20. Add inlet protection on the existing streets on the erosion control plans. 21. Notes provided on the grading details sheet (Sheet 7 out of 8) listed in section A.2. were inconsistent with stabilization timeframes listed in the SWPPP narrative. Update stabilization timeframes in Sheet 7 to be consistent with language provided in the SWPPP narrative. 22. The applicant proposes seed mix 25-121 for permanent stabilization. Seed mix 25- 121 is a general non-native roadside mix and is not appropriate for stabilization of residential lots. Stormwater Management 23. Pond 20 outlet is not shown on the grading plan, but in the HydroCAD report is modeled as a 15" pipe. Please show the outlet pipe on the plans. 24. Infiltration rates should be verified in the field with an infiltrometer test. The basin must drawdown within 48 hours, and soils that have infiltration rates of more than 8.3 inches per hour must be amended to slow the infiltration rate to less than 8.3 inches per hour. 25. Provide rational method calculations confirming adequacy of the storm sewer design for the 10 -year storm event. Calculations should adhere to the following guidelines: The rational method runoff coefficient (c) is designated by land use and should be assigned a value no less than 0.7. Minimum allowable velocity in closed conduit = 3.0 fps Maximum allowable velocity in closed conduit = 12.0 fps HydroCAD Model K:\010151-000\Adm1n\Docs Featherstone 4th Addition November 28, 2018 Page 3 26. The infiltration volume depth for Pond 20 is shown as 0.1 ft. The area over this volume shown in the HydroCAD calcs is 2.96 acres, which provides an infiltration volume of 0.296 ac -ft. The narrative describes a required volume of 0.365 ac -ft and that 0.365 ac -ft is provided. Please provide detail on how you calculated the 0.365 ac - ft. 27. Provide an explanation as to why exftltration was not included in the HydroCAD calculations for Pond 20 as was done for Pond 50 previously. 28. The infiltration rate assumed for the bench is not provided, therefore drawdown time cannot be verified. Provide the assumed infiltration rate. 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. Thank you. WSB & Associates, Inc. /A'�- - 'p, 40&'O$ -LI Shibani K. Bisson, PE Senior Project Manager skb K:\010151-000\Admin\Docs ORDINANCE NO. 702 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY REZONING THE FOLLOWING PROPERTY FROM A -O, AGRICULTURAL OPEN SPACE DISTRICT TO R-1, SINGLE FAMILY RESIDENCE DISTRICT: FEATHERSTONE 4th ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from A -O, Agricultural Open Space to R-1, Single Family Residence District: PID NUMBERS: A portion of 155-246-000010; 155-500-232200 (See attached Legal Description) Section 2. 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 3. 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 BY the Monticello City Council this 10th day of December, 2018. Brian Stumpf, Mayor ORDINANCE NO. 702 ATTEST: Jeff O'Neill, Administrator AYES: NAYS: ORDINANCE NO. 702 EXHIBIT A Area to be platted as Lots 1-9, Block 1, Lots 1-6, Block 2, Lots 1-3, Block 3, and Lots 1-6, Block 4, and Outlot B, Featherstone 4t' Addition. City Council Agenda: 12/10/2018 2L. Consideration of approving Change Order No. 12 in the amount of $2,674.95 for the Fallon Avenue Overpass Proiect, Citv Proiect No. 16CO06 (ML,SB) A. REFERENCE AND BACKGROUND: Due to cold weather temperatures and specification requirements for pavement markings, the contractor was unable to apply the permanent epoxy striping on the roadways prior to the opening of the Fallon Ave Overpass on November 21, 2018. Temporary latex striping was placed instead and was not included with the original contract, resulting in a change order of $2,674.95. The permanent striping will be placed in 2019. MnDOT and the contractor have concurred with these revisions. Al. Budget Impact: The total cost increase for Change Order No. 12 is $2,674.95. A2. Staff Workload Impact: Staff workload impact is included with management of the project. B. ALTERNATIVE ACTIONS: 1. Consideration of approving Change Order No. 12 for the Fallon Avenue Overpass Project, City Project No. 16C006. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: • Change Order No. 12 M1 STATE AID FOR LOCAL TRANSPORTATION Rev. February 2018 •R OP CHANGE ORDER N-RIA1 R1R 222-101-009, SP(s) 222-104-002, MN Project No.: STPF 8618 (194) Change Order No. 222-113-003, 222-116-001 778Project Location Fallon Avenue and TH 94 in Monticello, MN Local Agency City of Monticello Local Project No. CP16CO06 Contractor Eureka Construction Contract No. Address/City/State/Zip 20141 Icenic Trail, Lakeville, MN 55044 Total Change Order Amount $ $2,674.95 In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the work as altered by the following provisions. Due to late season striping it was determined by the engineer that field conditions did not warrant permanent striping to be placed therefore interim pavement markings will be used instead. This change order will also cover the cost of placing temp striping. rA This Change Order covers the known and anticipated costs. It also covers the contract time adjustment attributed to the work covered by this Change Order. If the Contractor incurs unknown and unanticipated additional work that affects costs or impacts the critical path, the Contractor reserves the right to request an adjustment to the Contract amount or contract time in accordance with MnDOT 1402. Estimate Of Cost: (Include any increases ordecreases in contra-ct items, any negotiated orforce account items.) **Group/funding Item No. Description Unit Unit Quantity + or— Category r—Category Price Amount $ 3 2580.603 Interim Pavement Marking Broken Yellow Lin Ft $0.33 75 $24.75 1 2580.603 Interim Pavement Marking Double Yellow Lin Ft $0.66 1,369 $903.54 2 2580.603 Interim Pavement Marking Double Yellow Lin Ft $0.66 1,386 $914.76 3 2580.603 Interim Pavement Marking Double Yellow Lin Ft $0.66 554 $365.64 4 2580.603 Interim Pavement Marking Double Yellow Lin Ft $0.66 338 $223.08 1 10% Prime Contractor Markup LS $90.35 1 $90.35 2 10% Prime Contractor Markup LS $91.48 1 $91.48 3 10% Prime Contractor Markup LS $39.04 1 $39.04 4 10% Prime Contractor Markup LS $22.31 1 $22.31 Net Change This Change Order $2,674.95 Group/funding category is required for federal aid projects ( X ) Is NOT changed ( ) Is Increased by_ ( ) Is Decreased by_ ( ) May be revised as provided in MnDOT Specification 1806 Working Days -Working Days Approved by Project Engineer: ( ) Is Increased by Calendar Days ( ) Is Decreased by Calendar Days Date: Print Name: Phone: Page 1 of 2 M- STATE AID FOR LOCAL TRANSPORTATION Rev. February 2018 AR TRANSPOR1ARIA ilON OP CHANGE ORDER 222-101-009, SP(s) 222-104-002, MN Project No.: STPF 8618 (194) Change Order No. 7 222-113-003, 222-116-001 Approved by Contractor: Date: Print Name: Phone: Approved by City of Monticello: Date: Print Name: Phone: DSAE Portion: The State of Minnesota is not a participant in this contract. Signature by the District State Aid Engineer is for FUNDING PURPOSES ONLY and for compliance with State and Federal Aid Rules/Policy. Eligibility does not guarantee funds will be available. This work is eligible for: Federal Funding State Aid Funding Local funds District State Aid Engineer: Date Page 2of2 City Council Agenda: 12/10/2018 2M. Consideration of approving Lease Agreement between the Citv of Monticello Parks Department and the Citv of Monticello EDA for 349 West Broadwav (Fred's Auto) and authorizing building renovations with cost not to exceed $17,815 A. REFERENCE AND BACKGROUND: At the October 8, 2018 City Council meeting, staff requested approval of a lease agreement between the Parks Department and the EDA for the property at 349 West Broadway. The purpose of the lease is to allow the Monti Arts Initiative to use the former Fred's Auto building for multi-purpose arts programming and storage space. The request was tabled for further review. The Monti Arts Initiative operates on two essential principles: 1) that art can be a catalyst for downtown revitalization and 2) public participation in the process creates an authentic connection to the community. The Initiative strives to integrate arts and culture into the downtown as a revitalization mechanism, creating a unique program with a broader purpose than simply adding art to the landscape of the city. The scope of the program is responsive and driven by the level of citizen engagement, and the project outcomes serve to create a vibrant downtown and a sense of community ownership. However, growing citizen involvement necessitates space for people to gather and work. The current need is the result of increasing interest in the Initiative, and staff believes we can best capitalize on that interest for potential projects in 2019 by providing a designated space. Staff's original recommendation to use the building at 349 West Broadway was based on the broad needs of the Initiative: • Location and visibilitv in the downtown Reinforces the focus of the Initiative, allows participants to revitalize an underutilized space, adds activity to the downtown, and calls attention to the Arts Initiative to encourage new participants. • Multi-purpose space Provides space for meeting with small groups, adequate work space for large- scale projects, and storage space for materials. At Council's request, staff compiled and evaluated several alternative locations. However, staff was reluctant to deviate from the intent of the Arts Initiative, so several city -owned spaces outside the core downtown were discarded after preliminary review. Two spaces within the downtown were given more detailed evaluation. 150 Broadwav West (Old Masons' Building) The building meets the criteria for the location, but the building is not owned by the city. Using this space would add ongoing rental fees to the cost. In addition, the building itself is not conducive to the type of work the Arts Initiative does. There is not enough room for large-scale projects, and the doorways are too narrow to move artwork once complete. City Council Agenda: 12/10/2018 112 West River Street (Union Speed and Stvle) This building meets many of the same criteria as the Fred's building. It's a visible downtown location with a building conducive to the messy process of creating art. However, there are several factors that reduce its viability. It will require a similar amount of rehabilitation work to bring it up to code. It needs updates for an ADA compliant bathroom and access as well as air quality improvements in the garage. Staff is hesitant to invest in the building since it sits on a block being actively marketed for redevelopment by the EDA. Finally the building is not available until April 2019. The rehabilitation of the Fred's building at 349 West Broadway was another significant reason the original request was tabled. The concerns about the rehabilitation process are listed below with additional information. Safety Staff is committed to providing a safe building for the Arts Initiative to use. The proposed plans include updating the bathroom and the access to the building for ADA compliance, adding an air exchanger in the garage area, and completing lead and asbestos removal. Contractors will be used for the plumbing, HVAC improvements, remediation of environmental toxins, and air quality improvements to ensure all work meets the necessary code requirements. The Department of Building Safety has reviewed the revised plans for code compliance. 2. Staff Time The purpose of the Arts Initiative is primarily to contribute to downtown revitalization with the participation of the community. Given the emphasis on these features in the goals identified by the council and the current positive momentum of the Initiative, the allocation of staff resources to this project has the potential to have a significant positive impact on Monticello. If approved, the parks department staff could utilize the winter months to complete their share of the work when they have greater availability for this type of project. However, staff time could be increased or decreased depending on other workload priorities. 3. Cost Staff thoroughly reviewed the costs required to rehabilitate the building for use by the Arts Initiative. Staff increased the estimate for plumbing and electrical costs and added an estimate for mechanical updates. Contractors will be utilized when needed and can be used to complete the entire project if council desires. However, staff recommends a combination of staff and outside resources for the greatest cost efficiency. If both staff and contractors are used, the cost for the building rehabilitation is estimated at $12,523. To provide the greatest flexibility for adjusting staff time based on workload, this option is budgeted as not to exceed $15,000. If the work is completed by contractors only, the estimate is $17,815. An itemized list of costs is attached as supporting data. After reviewing the potential locations and plans for the building at 349 West Broadway, staff continues to believe the former Fred's Auto space is the best fit for the Initiative. City Council Agenda: 12/10/2018 The terms of the lease agreement remain unchanged from the previous request for council approval. The term is proposed at two -years with the option for a 24 -month extension. A termination clause is included in the lease, giving the lessee a 45 day notice to vacate. The Parks Department is responsible for the initial repairs and utility reconnections, along with all ongoing operation and maintenance costs. The city's Economic Development Manager has reviewed the proposed improvements and confirmed the changes still allow the structure to meet the substandard qualification for future tax increment financing if redevelopment occurs. The EDA approved the Lease Agreement at their August 2018 meeting. Al. Budget Impact: The funds for the legal fees to draft the Lease Agreement, estimated at $700.00 +/- are included in the 2018 EDA General Fund budget ("Legal Fees"). The Parks Department would be responsible for the initial building repairs. If the work is completed by contractors with minimal staff involvement, the cost is estimated at $17,815. If a combination of contractors and city staff completes the work, the cost is estimated at $12,523. The Parks Department would also be financially responsible through its general fund budget for ongoing operation and maintenance costs estimated at $3,000 annually. A2. Staff Workload Impact: To -date staff work included the preparation of plans for the building and review of the associated costs. If approved, staff time working on the building can be adjusted based on workload constraints. A3. Strategic Plan Impact: This project was developed after the Strategic Plan was completed, but the Monti Arts Initiative unites several goals identified in the city's strategic plan: 1. Create & Preserve Sustainable Livability: Whether as a participant or an observer, arts and culture contribute to the livability of a community. 2. Build a Connected Community: Arts and culture programs help build community connections, both to people and to place. 3. Support a Vibrant Economy: Providing a space supports the Arts Initiative as a tool for downtown revitalization. In addition, the use of the building at 349 West Broadway will bring life to an underutilized building and result in activity in the downtown. B. ALTERNATIVE ACTIONS: Decision 1 1. Motion to approve a Lease Agreement between the City of Monticello Parks Department and the City of Monticello EDA for 349 West Broadway. 2. Motion to deny a Lease Agreement between the City of Monticello Parks Department and the City of Monticello EDA for 349 West Broadway. Decision 2 1. Motion to authorize funds for building renovations using a combination of city staff and contractors for a cost not to exceed $15,000. City Council Agenda: 12/10/2018 2. Motion to authorize funds for building renovations using contractors to complete the work for a total cost of 17,815. 3. Motion to deny authorization of funds for building renovations. C. STAFF RECOMMENDATION: Decision 1: City staff recommends Alternative 1. At City Council's direction, staff reviewed alternative options and building improvement plans. The property at 349 West Broadway best meet the needs of the Arts Initiative, and the space can be converted from an underutilized asset into an active community space contributing to downtown revitalization. Decision 2: City staff recommends Alternative 1. Using a combination of contractors and staff ensures the work is done well at an efficient cost. It takes advantage of the skills available from the parks department and augments it with contractors for a quality outcome. The Parks Department can best accommodate the work during the winter months, but the staff time can be adjusted based on workload priorities. D. SUPPORTING DATA: A. Resolution #2018-85 B. Lease Agreement C. Proposed Floor Plan D. Environmental Estimate E. Renovation Cost Estimates F. Central MN Arts Board Handout G. Initiative Foundation Magazine Article H. Arts Initiative 2018 Summary CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-85 RESOLUTION APPROVING A LEASE BETWEEN THE CITY OF MONTICELLO PARKS DEPARTMENT AND THE CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY BE IT RESOLVED by the City Council ("Council") of the City of Monticello, Minnesota ("City") as follows: Section 1. Recitals. 1.01. The City of Monticello Economic Development Authority (the "Authority") currently administers Central Monticello Development Project No. 1 (the "Project"), pursuant to Minnesota Statutes, Sections 469.090 to 469.1082, as amended. 1.02. To facilitate redevelopment within the Project, the Authority previously acquired certain property described in Exhibit A (the "Property"), and intends to hold the Property until such time as a favorable redevelopment prospect is presented to the Authority. 1.03. In order to maintain the Property and to prevent additional blighting conditions over the short term, the Authority and the City propose to enter into a two-year Lease Agreement (the "Lease") between the Authority and the Parks Department of the City (the "Tenant"), pursuant to which the Authority will lease the Property to the Tenant for use as a multi-purpose arts programming craft shop and related storage facility. 1.05. The City finds and determines that the lease of the Property by the Authority to the Tenant is for a public purpose and is in the public interest because it will further the development objectives of the Project, prevent further blight or blighting conditions, and maintain the tax base. Section 2. Lease Approved; Further Proceedings. 2.01. The Council approves the Lease as presented to the Council, subject to modifications that do not alter the substance of the transaction and that are approved by an authorized official of the Parks Department, provided that execution of the Lease by such official shall be conclusive evidence of City approval. 2.02. City staff and officials are authorized to take all actions necessary to perform the Tenant's obligations under the Lease as a whole. 533373v1 MNI MN190-31 I Approved by the City Council of the City of Monticello, Minnesota this 10th day of December, 2018. Mayor ATTEST: City Clerk 533373v1 MNI MN190-31 EXHIBIT A PROPERTY The South 1/2 of Lots 1, 2, and 3, in Block 50, Townsite of Monticello, according to the plat on file and of record in the office of the Register of Deeds in and for Wright County, Minnesota; Said South 1/2 of Lots 1, 2, and 3, Block 50, can also be described as follows: Beginning at the mid -point on the common line between Lots 3 and 4, in said Block; thence Southerly along said common line 82.5 feet to the Southerly line of said Block (being the Southeast corner of said Lot 3); thence Westerly along the Southerly line of Lots 3, 2 and 1 for a distance of 99 feet to the Southwest corner of Lot 1; thence Northerly along the Westerly line of Lot 1 for a distance of 82.5 feet; thence straight Easterly 99 feet to the point of beginning and there terminating. Subject to existing easements, restrictions and reservations of record, if any. 533373v1 MNIMN190-31 A-1 LEASE AGREEMENT THIS LEASE AGREEMENT ("Lease") is made as of December , 2018, by and between the City of Monticello Economic Development Authority, a Minnesota public body corporate and politic ("Landlord") and the City of Monticello Parks Department ("Tenant"). 1. Premises. In consideration of the rents and covenants contained herein, and subject to the terms of this Lease, Landlord hereby leases to Tenant and Tenant hereby leases from Landlord that real property which is described on the attached Exhibit A (the "Premises"). 2. Acceptance of Premises. Tenant accepts the Premises in its present "as is" condition, but subject to the terms and conditions of this Lease. 3. Term of Lease. This Lease shall be in force from September 1, 2018 through August 31, 2020, and may be terminated by the Landlord or the Tenant with 45 days' written notice. The parties agree that the Lease may be extended by one additional period of 24 months upon mutual agreement of the parties. 4. Rent. No rent shall by payable by Tenant to Landlord. 5. Quiet Eniovment. If Tenant complies with all terms of this Lease, Tenant may use the Premises for the term of this Lease. 6. Use of Premises. The Premises shall be used and occupied only for the purpose of a multi- purpose arts programming craft shop and storage facility, in conformity with applicable ordinances and governmental regulations. 7. Right of Entrv. Landlord and Landlord's agents may enter the Premises at reasonable hours to repair or inspect the Premises and perform any work that Landlord decides is necessary. 8. Assignment and Subletting by Tenant. Tenant may not assign this Lease, sublease the Premises to any other party or permit any other party to use the Premises or any part of the Premises without the prior written consent of Landlord. Any assignment or sublease without Landlord's written consent will not be effective. Any such consent by Landlord shall not be a waiver of Landlord's rights under this Section as to any subsequent similar action. If Tenant is a corporation, company, partnership or otherwise is not a natural person, and there shall occur any change in the identity of the parties who are the owners of such entity, or who have the power to participate in the management of the affairs of such entity, then Tenant shall so notify Landlord in writing, and Landlord may terminate this Lease by reason of any such event by written notice to Tenant given at any time within sixty (60) days after receipt of the notice of change in identity from Tenant. 9. Sale of Premises by Landlord. Upon any sale of the Premises, and provided the purchaser shall assume all obligations of Landlord under this Lease, Landlord shall thereupon be entirely freed of all obligations of Landlord under this Lease arising from any act, omission or event occurring after such conveyance. Upon such sale and the transfer of Landlord's interest under this 532501v1 Lease, Tenant agrees to recognize and attorn to such transferee, and Tenant agrees upon request to execute and deliver documentation setting forth the provisions of this Section. 10. Utilities. Tenant shall timely pay for all utilities provided to the Premises during the term of this Lease. 11. Maintenance and Rebair. Tenant shall keep the Premises, including the parking area and grounds, in reasonable repair during the term of this Lease and shall maintain the Premises in compliance with applicable health and safety laws, all at Tenant's sole expense, including without limitation repair or replacement of plumbing fixtures, water heater, furnace, and garage or entry doors. 12. Real Estate Taxes and Assessments. Landlord shall pay all real estate taxes, including installments of special assessments, which become payable during the term of this Lease. 13. Alterations. Tenant shall not change the heating, electrical, plumbing, ventilation or air conditioning or make any other changes of or alterations to the Premises without the prior written consent of Landlord. Any alterations made by Tenant must comply with applicable codes and ordinances. Tenant may install its usual trade fixtures provided that they do not interfere with or damage the structural, mechanical or electrical systems of the Premises. At the expiration or termination of this Lease, Tenant shall promptly remove Tenant's trade fixtures and repair at its own expense any damage to the Premises resulting from their installation or removal. 14. Surrender of Premises. Tenant shall vacate the Premises at the expiration or termination of this Lease and all alterations, additions, improvements and fixtures (other than Tenant's trade fixtures and signs) which have been made or installed by Tenant shall remain as part of the Premises and shall be the sole property of Landlord. When Tenant vacates the Premises, Tenant shall leave the Premises in as good condition as it was when the Lease started, with the exception of reasonable wear and tear. If the Premises are not so surrendered, Tenant shall indemnify Landlord against loss, liability or expense resulting from delay by Tenant in so surrendering the Premises or failure to leave the Premises in the condition required under this Lease including, but not limited to, claims made by any succeeding tenant founded on such delay. Tenant shall surrender all keys to Landlord at the time Tenant vacates the Premises. 15. Damage to Premises. If the Premises are destroyed or damaged not due to the fault of Tenant or Tenant's guests, invitees or customers, and the Premises is unfit for use as a commercial establishment, Tenant shall not be required to pay rent for the time the Premises cannot be used. If part of the Premises cannot be used, Tenant shall only pay rent for the usable part. If the Premises are damaged or destroyed and the cost of repairing the Premises would exceed 30% of their pre -casualty value (exclusive of land), then Landlord may terminate this Lease within 30 days of the casualty by written notice to Tenant and may elect not to rebuild or repair the Premises, and the rent and other obligations of Tenant under this Lease shall be prorated up to the time of the casualty. If this Lease is not terminated pursuant to this Section, then Landlord shall proceed with reasonable diligence to repair and restore the Premises. 16. Insurance. 2 532501v1 A. Tenant shall purchase, in advance, and carry in full force and affect the following insurance: (1) "All risk" property insurance covering the full replacement value of all of Tenant's leasehold improvements, trade fixtures, inventory and personal property within or about the Premises, covering damage from any cause whatsoever; and (2) Comprehensive general public liability insurance naming both Landlord and Tenant as insureds, covering all acts of Tenant, its employees, agents, representatives and guests on or about the Premises, containing a contractual liability endorsement, in a combined single limit amount of not less than $1,000,000, and written on an "occurrence" basis. B. Landlord shall purchase, in advance, and carry in full force and effect commercial property insurance for the full insurable value of the Premises. 17. Risk of Loss; Premises Liabilitv. Landlord shall have no liability to Tenant for any claim relating to injury to or loss of life of persons, or for any damage to, theft of or other loss of property of Tenant on the Premises, by whatever cause. All personal property kept, maintained, or stored on the Premises shall be kept, stored, or maintained at the sole risk of the Tenant. Tenant shall indemnify Landlord from and against all claims of other parties arising from or relating to injury or loss of life of persons, or damage to or loss of property, to the extent occurring in or about the Premises, or arising from Tenant's negligence or intentional misconduct. The said indemnification shall include the duty to pay all reasonable attorneys' fees and costs incurred by Landlord and shall survive the termination or expiration of this Lease. 18. Waiver of Claims and Subrogation. Notwithstanding any other provision in this Lease to the contrary, Landlord and Tenant hereby release one another from any and all liability or responsibility (to the other or anyone claiming through or under them by way of subrogation or otherwise) for any loss or damage covered by the insurance required by the Lease, even if such loss or damage shall have been caused by the fault or negligence of the other party, or anyone for whom such party may be responsible. 19. Condemnation. If any part of the Premises is taken or condemned for a public or quasi - public use, or any transfer made in lieu of condemnation, and a part of the Premises remains which is suitable for the use contemplated by this Lease, this Lease shall terminate only as to the part so taken and shall continue in full force as to the remaining part. The date of termination as to a part so taken shall be the date on which the condemnor takes title. The rent payable after that date shall be adjusted so that Tenant shall pay only such portion of the rent as the value of the part remaining bears to the total value of the Premises on the date of the taking. If all of the Premises is taken or condemned, or so much is taken that the use by Tenant shall be substantially impaired, Tenant may terminate this Lease by written notice to Landlord, and all obligations of Tenant shall be prorated as of the notice of termination. All compensation awarded upon any condemnation or taking shall go to Landlord. 3 532501v1 20. Default. If Tenant shall violate any covenant made by Tenant in this Lease and shall fail to comply or begin and diligently prosecute compliance within 15 days after being sent written notice of such violation by Landlord, then Landlord may, at Landlord's option, terminate this Lease by giving Tenant a written notice of termination, and in such event Tenant shall immediately vacate and surrender the Premises. A termination of this Lease by Landlord as a result of a default by Tenant shall not, however, extinguish the liability of Tenant for all rents and covenants provided for in this Lease for the balance of the term of this Lease. After any such termination, Tenant shall pay to Landlord on demand all expenses incurred by Landlord in performing any of Tenant's obligations under this Lease, re-entering or terminating the Lease, reletting the Premises, collecting sums due and payable by Tenant, and the expense of placing and keeping the Premises in good order and repair. 21. Heirs and Assigns. The terms of this Lease apply to Tenant and Landlord, and also to any heirs, legal representatives, successors and assigns of Tenant or Landlord. 22. Notices. All notices, demands and requests by either party to the other shall be in writing and shall be deemed given when sent by United States Certified Mail, postage prepaid (a) if for Tenant, addressed to Tenant at the address of the Premises, or such other place as Tenant may from time to time designate by written notice to Landlord; or (b) If for Landlord, addressed to Landlord at such place as Landlord may from time to time designate by written notice to Tenant. Notices shall also be deemed given if and when delivered to the other party in person. 23. Environmental Requirements. Tenant shall comply with all laws, governmental standards and regulations applicable to Tenant or the Premises in respect to occupational health and safety, hazardous waste and substances and environmental matters. Tenant shall promptly notify Landlord of its receipt of any notice of a violation of any such law, standard or regulation. Tenant agrees to indemnify and hold Landlord harmless from all loss, costs, damage, claim and expense incurred by Landlord on account of Tenant's failure to perform the obligations of this provision. The obligations of Tenant under this provision shall survive the expiration or termination of this Lease as to any such loss, cost, damage, claim and expense attributable to or arising out of activities or misfeasance of Tenant during the term of this Lease or its extension or renewal. 24. Landlord's Disclaimer of Warrantv. Landlord disclaims any warranty that the Premises are suitable for the Tenant's use. 25. Relationship of Landlord and Tenant. The Lease does not create the relationship of principal and agent or of partnership or of joint venture or of any association between Landlord and Tenant, the sole relationships between the parties hereto being that of Landlord and Tenant under this Lease. 26. Waiver. No waiver of Landlord's remedies upon the occurrence of an Event of Default shall be implied from any omission by Landlord to take any action on account of such Event of Default, and no express waiver shall affect any Event of Default other than the Event of Default specified in the express waiver and such an express waiver shall be effective only for the time and 4 532501v1 to the extent expressly stated. One or more waivers by Landlord shall not then be construed as a waiver of a subsequent Event of Default. 27. Choice of Law. The laws of Minnesota shall govern the validity, performance and enforcement of this Lease. 28. Time. Time is of the essence in the performance of all obligations under this Lease. [Remainder of this page is intentionally left blank.] 532501v1 IN WITNESS WHEREOF, the parties hereto have executed this Lease in the manner sufficient to bind them as of the day and year first above written. LANDLORD CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY By: Its: President By: Its: Executive Director TENANT CITY OF MONTICELLO PARKS DEPARTMENT By: Its: S-1 532501v1 MNI MN325-31 EXHIBIT A PREMISES The South'/2 of Lots 1, 2, and 3, in Block 50, Townsite of Monticello, according to the plat on file and of record in the office of the Register of Deeds in and for Wright County, Minnesota; Said South % of Lots 1, 2, and 3, Block 50, can also be described as follows: Beginning at the mid -point on the common line between Lots 3 and 4, in said Block; thence Southerly along said common line 82.5 feet to the Southerly line of said Block (being the Southeast corner of said Lot 3); thence Westerly along the Southerly line of Lots 3, 2 and 1 for a distance of 99 feet to the Southwest corner of Lot 1; thence Northerly along the Westerly line of Lot 1 for a distance of 82.5 feet; thence straight Easterly 99 feet to the point of beginning and there terminating. Subject to existing easements, restrictions and reservations of record, if any. A-1 532501v1 MNI MN325-31 O O m s� EO' -o" .y �i ELEC, EX, 12CMU WALL EX. N IL ED DR, EX, 8'X4' r3LASS BLOCK / D / U TYPICAL 9 EXTERIOR / tu EX, N / U- BATH uXi z / � / I IN / / �? �w EX, 2X4 WALL O / / X, EX, 1/4" WOOD PANELIN:ci / / WH o i D /-"—EX, 8" CMU WALL tu j Z X ELEC. r / / UI / -- / s =X. 12" CMU WALL / EX. 2X2 FURRING Z3 O a EX, 1/4" PANELING X al M EX. 10'X10' O,H DOOR EX. 10'X10' O,H DOOR 4 ------------------------------------------------------------ LU ----------------------------W X - tu X Q � i i � 111 _ d) 77O O / X �t X / LU 1u / / Ni I EX, 4'X3' SLIDER EX. 3-O - — - — - — - — - — - 24'-8" 10'-O" 2'-0" 10'-0" EXISTING FLOOR FLAN SCALE: 1/4" = V -O" Ld n Ld 10 Ld O 1L Q Q v W ff Q fu W Q m 0 � O 3j C� C G O 1L Q Q v W ff Q fu W Q LU O DATE PRINTED: 10-21-18 DRAWN BY - JASON EXISTING FLOOR FLAN SHEET 1 OF 2 ■ ■ O O m 50'-0" > 11111111111111111111111111 / EX. 12" CMU WALL TYPICAL EXTERIOR Z O NEW A.D.A. m / UNISEX BATH - / O (L / 1 N IA NOTES: / •• ADD AIR EXCHANGER INTO / EXISTING SHOP AREA Q z «. LEAD PAINT REMEDIATION / AS REQUIRED / /- Si_211 ADD LAUNDRY TUB VERIFY LOCATION j j MOVE WATER HEATER AS NEEDED / ELEC. / / 3�-O'� NEW / Z EXISTING _ SHOP EX. 10'X10' O.H DOOR EX. 10'X10' O.H DOOR •---------------------------- •---------------------------- - 1 1 1 1 1 - EXISTING 1 1 1 1 OFFICE 1 1 1 1 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - - - - - - - - - - - 1 1 - - - - - - - - - - - 1 / 1 1 1 1 24'-8" 10'-O" 50'-0" REMODELED FLOOR PLAN SCALE: 1/4" = 1'-O" �y O O m Ld d L1) 10 Ld N = oW0 ad O Ld p O c n z Ll z Ld Ld z :T) :3 10 a dQJMz� z d J 4 Q ��'L7 c!)dUpn� >OSI Cl � z ul 7 � odd z adz �z J Ld dz2-�E Lo Zz� U a ) n LL- ~�c 2- _j J v2'J o��o�>-o Q»nLn>Ld DATE FR NTED: 10-21-18 DRAWN 81r: JASON REMODELED FLOOR PLAN SHEET 2OF2 N O N Lm W )- 1!1 U � Q OOO w Vl O U (Y z Q U m � CD o Q LL Lu Q -j to Q Q W O 53 ff E CD DATE FR NTED: 10-21-18 DRAWN 81r: JASON REMODELED FLOOR PLAN SHEET 2OF2 Bergo Environmental Inc Estimate 4413 Crawford Rd Hopkins, MN 55343 (952) 920-8938 bergo.env@gmail.com www.bergoenvironmentalinc.com ADDRESS City of Monticello Attn: Jacob 505 Walnut St Suite 1 Monticello, MN 55362 ESTIMATE # DATE 1743 Revised 08/01/2018 JOB SITE 349 W Broadway BERGO ENVIRONMENTAL INC ACTIVITY Lead Encapsulation Scrap and encapsulate approx 924 SF lead paint from interior car shop building Asbestos Removal Remove and dispose of approx 35 SF of 9x9 floor tiles and black mastic from bathroom We propose to provide the labor and materials to remove and encapsulate the TOTAL following lead materials: - Lead based paint in Approx 924 SF of 2 car shop building We will perform the following work: Preclean area Poly off doors, floors, and windows. Install a HEPA 1800 and exhaust the tubing out one of the windows. This will reduce dust and help keep the air clean. All wall will be hand scrapped to remove any loose paint chips An encapsulant will then be sprayed over any lead paint that was still on the walls - All lead paint chip materials will be double bagged and disposed of off-site AMOUNT 2,930.00 421.00 $3,351.00 Accepted By Accepted Date MONTIARTS BUILDING REPAIR COSTS with Contractors and parks staff Estimate 1 Paint of office area and bathroom $300.00 2 Bathroom building supplies( Metal studs, Sheet rock, toliet,Door and vanity) 1,300 3 Plumbing relocate for bathroom (additional wash sink) $1,200.00 4 Electrical $1,500.00 5 ADA handrails $250.00 6 Lead removal (contracted) $3,351.00 7 Tables and chairs Donated 8 Always Heating Mechanical vent 3,550 9 Workbenches Donated 10 Furnace tune-up $300 11 Permit $372 12 Parking lot painting $150 13 Construction Disposal cost $250 Total $ $12,523.00 Monti ARTS CONTRACTED Estimate 1 Always Heating Mechanical $3,550 2 DD Electric $2,500 3 Cox Plumbing $1,700 4 Environmental $3,351 5 KDK Contracting $5,792 6 Permit $522 7 Parking Lot painting $150 8 Construction Disposal $250 Total $ 17,815 13 AM -Wars 317 wrIngaAU0bn"n1 ,&- 2806 110"' Street NE Monticello, MN 55362 Phone: 763-295-7702 - Fax: 763-295-7752 PROPOSAL SUBMITTED TO: Monticello Parks Dept STREET: 909 Golf Course Rd CITY,STATE & ZIP CODE: Monticello, Mn 55362 ARCHITECT: Joe Taylor We hereby submit specifications and estimates for: Installation of HRV Air to Air Exchanger Proposal PHONE: I DATE: 11-8-18 JOB NAME: Freds Auto building JOB LOCATION: DATE OF PLANS: JOB PHONE: (1) installation of supply runs to space (2) Installation of exhaust air from space (3) Installation of insulated line to outside for fresh air (4) Installation of Insulated line to outside for exhaust air (5) Installation of a line into bathroom for exhaust air (6) Installation of a percentage timer (7) Will supply drawings for inspector (8) City permit All labor, material, permit and equipment included Total =$3550.00 We Propose hereby to furnish material and labor—complete in accordance with above specifications, for the sum of: $ NOTE: Any changes to bid or extras will need a signed change order before work will preformed. All material is guaranteed to be as specified. All work to be completed in a workman -like manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders, and will become an extra charge over & above the estimates. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance. Authorized Signature Note: This Proposal may be withdrawn by us if not accepted within 30 days Acceptance of Proposal -- The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance Signature REGION 7W: CENTRAL MN ARTS BOARD ',i Counties: Benton, Sherburne, Stearns, Wright THE ANNUAL ECONOMIC IMPACT OF ARTISTS & NONPROFIT ARTS & CULTURE ORGANIZATIONS IN THIS REGION IS NEARLY $46 MILLION: $112.30: economic impact per capita in this region ARTISTS AND CREATIVE WORKERS: A,^ Includes creative workers employed full or part time by others, as well as the self employed. Does not include student, retired, or hobbyist artists. 82% OF THIS VOLUNTEER REGICOOM PARED TO: ARTISTS 25%OF ALL AMERICANS 35% OF ALL MINNESOTANS TOP 3 CREATIVE JOBS: NUMBER OF CREATIVE JOBS 23 PHOTOGRAPHER I GRAPHIC DESIGNER I SINGER PER 1,000 JOBS IN THIS AREA (Total regional population is 407,864 of whom 211,913 are employed) PARTICIPATING NONPROFIT ARTS AND CULTURE ORGANIZATIONS: BY DISCIPLINE BY BUDGET SIZE *There was an overall increase of 25 participating organizations since the last study in 2015, which accounts for some of the new audience. ATTENDANCE creativeMN.org Creative Minnesota 2017 NONPROFIT ARTS & CULTURE rJ I ARTISTS & CREATIVE WORKERS I'. ORGANIZATIONS L 4 SPENDING BY FULL-TIME ARTISTS AND CREATIVE $1298029360 TOTAL SPENT BY NONPROFIT ARTS AND $1091833436 WORKERS IN REGION CULTURE ORGANIZATIONS SPENDING BY PART-TIME ARTISTS AND CREATIVE $g 842 132 TOTAL SPENTB ARTS AND $13,976,164 WORKERS IN REGION > CULTURE EES $112.30: economic impact per capita in this region ARTISTS AND CREATIVE WORKERS: A,^ Includes creative workers employed full or part time by others, as well as the self employed. Does not include student, retired, or hobbyist artists. 82% OF THIS VOLUNTEER REGICOOM PARED TO: ARTISTS 25%OF ALL AMERICANS 35% OF ALL MINNESOTANS TOP 3 CREATIVE JOBS: NUMBER OF CREATIVE JOBS 23 PHOTOGRAPHER I GRAPHIC DESIGNER I SINGER PER 1,000 JOBS IN THIS AREA (Total regional population is 407,864 of whom 211,913 are employed) PARTICIPATING NONPROFIT ARTS AND CULTURE ORGANIZATIONS: BY DISCIPLINE BY BUDGET SIZE *There was an overall increase of 25 participating organizations since the last study in 2015, which accounts for some of the new audience. ATTENDANCE creativeMN.org Creative Minnesota 2017 REGION 7W: CENTRAL MN ARTS BOARD Counties: Benton, Sherburne, Stearns, Wright STATE AND LOCAL-- () „iiii„ GOVERNMENT REVENUES: COMPARISONS TO OTHER MINNESOTA REGIONS The third largest region by population, this region is also third just 2 percent. Other good news is that Stearns county has in total artists and creative workers, and has the second the 14th highest average creative worker wage in the state at highest coverage of artists with retirement plans among the $19.43/hour, and Sherburne county comes in at 18th with eleven arts regions 82%. It also ties with two other regions for $19.29/hour, with Wright county at 25th at $19.09/hour, the lowest percentage of artists with no health insurance at compared to the other 87 Minnesota counties. ORGANIZATIONS PARTICIPATING IN BOTH 2015 AND 2017 STUDY Buffalo Community Orchestra, Buffalo Community Theater, Central Minnesota Arts Board, Chamber Music Society of St. Cloud, City of St. Cloud, Cokato Historical Society, College of St Benedict Fine Arts Programming, Command Performance Choirs, Delano Arts Council, Elk River Area Arts Alliance, Elk River Community Theatre, Granite City Folk Society, Great Northern Theatre Company, Great River Chorale, Great River Educational Arts Theatre, Lake Sylvia Flute Institute, Land of Lakes Choirboys of Minnesota, Millstream Arts Festival, Minnesota Center Chorale, Minnesota Dance Ensemble, Monticello Strings, Munsinger Clemens Botanical Society, Paramount Arts Resource Trust, Paynesville Area Community Theater, Pioneer Place Theatre Company, Sherburne County Historical Society, Sinclair Lewis Foundation, St. Cloud Downtown Alliance Foundation, St. Cloud Municipal Band, St. Cloud Symphony Orchestra, St. John's University Fine Arts Programming, The St. Cloud Area All Star Jazz Band, United Arts of Central Minnesota, Wirth Center for the Performing Arts, Wright County Historical Society, Wright Ringers Community Handbell Ensemble, Youth Chorale of Central Minnesota, Youth Theatre Workshop ORGANIZATIONS NEW IN 2017 728 Cadets Marching Arts, Benton County Historical Society, Buffalo Art Guild, Buffalo Rotary Foundation, Buffalo -Hanover -Montrose Early Childhood Family Ed., Central Minnesota Youth Orchestra, City of Howard Lake/History Project, City of Rockford/History Project, City of Sartell, Community Legacies, Dassel- Cokato Community Education, Dassel-Cokato Community Theater, Downtown St. Cloud Art Crawl Collaborative, Great River Regional Library Arts Programming, Hillside Adult Education, Howard Lake-Waverly-Winsted Community Education, Inaccurate Vernacular, Kimball Community Playhouse, KVSC- FM St Cloud State University, Legacy Foundation of Big Lake, Mississippi Strings Camp, North Ballet Youth Company, North East Wilson Park Neighborhood Association, NorthStar Family Theatre, Pinecone Central Park Association - Arts Programs, Rockford Area Historical Society, Rooftop Theatre, Saint Cloud Arts Commission, Saint Cloud Film Festival, Saint Cloud Rotary Club's Summertime by George, Saint Cloud State University, Saint Cloud State University/ History Project, Saint John's Boys' Choir, Sauk Centre Arts Council, SOAR Regional Arts, Stearns County Historical Society, Visual Arts Minnesota, WACOSA, Wicked Sister Dance, Women's Writing Program of Advisory Task Force on the Women and Juvenile Female Offender in Corrections ORGANIZATIONS IN 2015 ONLY City of Elk River, City of Otsego, Cold Spring Area Maennerchor, Dassel-Cokato Arts Association, Kimball Community Education, Mother of Mercy Campus of Care, Sauk Centre Area Historical Society, Two Rivers Community Theatre Find much more at: F ;reative * Minnesota Citizens for the Arts NABcreativemn.org MCA 661 LaSalle Street #220 Central MN. A., Beard ' MINNESOTA4 St. Paul, MN 55114 CirIIARTS 651-251-0868 ..._.....o. artsMN.org staff@artsMN.org HZ LD CARE Gen#rat Minnesota works to untangle a knot ofr"ional challenges, HOMETOWN TRIBUTE: Artist Roger Reinardy's murals enliven Sauk Centre. Art That Sets Us Apart From murals to sculptures to painted fire hydrants, public art showcases what's special about Central Minnesota towns. By Lisa Meyers McClintick Kahnah'bek, an iconic 20 -foot tall statue of a serpent painted bright green, orange and yellow, rises above Crosby's Memorial Park on Serpent Lake. A fresh coat of paint three years ago took it back to its original colors, from when it was installed in 1977 as a mascot for the town's largest gathering place. Today it's also a magnet for souvenir photos and selfies. A few blocks aways, a mural completed in 2014 rises two stories high with a collage that blends mining, snowmobile manufacturing and silent sports. "I really think the mural has brought a different feel and theme to our downtown," said Lisa Sova, Crosby's administrator clerk treasurer. "It did a nice job of incorporating the history and different eras that have brought us to where we are today." This year, new art greets visitors traveling north on Minnesota Highway 210 in the form of a 2/5 black -and -white mural of local miners on a brick building in downtown Ironton. A second mural celebrates the boom in mountain biking throughout the Cuyuna Lakes State Recreation Area, which borders both Crosby and Ironton. Towns across Central Minnesota are embracing art projects—from murals and sculptures to artsy bike racks—to showcase what makes their communities unique, to attract visitors and to bring together its residents. "Public art is popping up everywhere," said Leslie LeCuyer, executive director of the Central Minnesota Arts Board. "We're trying to educate local leaders that art is a way to build and take pride in one's community. It makes their place a destination, and it has a strong economic impact, as well." Creative Minnesota, a collaboration of statewide arts and cultural organizations, and Minnesota Citizens for the Art, embarked on an in-depth study in 2017 to measure the impact of the creative sector by totaling the amount of local spending done by nonprofit arts and cultural organizations, the amount of money generated by performances, exhibits, concerts and other arts events, and local earnings from area artists. It estimated Benton, Sherburne, Stearns and Wright county artists, as well as non-profit arts and cultural organizations, generated $45.8 million dollars. Cass, Crow Wing, Morrison and Todd counties generated nearly $1.2 million. "Tourism is one of Minnesota's top industries," LeCuyer said, "and the arts play a critical role in that." HONORING HISTORY The two-story mural in downtown Crosby stretches up the outside wall of the popular Iron Range Eatery and anchors a plaza that used to be a vacant lot. A local group sought help from the Minnesota Design Team—a volunteer group of architects, city planners and tourism experts that consults with communities across the state—and turned the corner spot into a welcoming gathering place with benches, flowers, a dog run, a bike repair station and interpretive panels about the town's history. Crosby and Ironton boomed in the early 1900s when they were part of Minnesota's third (and smallest) Iron Range, but the modest towns fell on tough times by the 1980s when open pit mines closed. The towns hit their revival in the mid -2000s, when former mining land became a state recreational area. Mine pits were filled with spring -fed water. And woods covered the steep hillsides, making the area a mecca for silent sports that include biking on the paved Cuyuna Lakes State Trail, paddling, fishing and diving in the lakes, and popular mountain bike trails that are set to be expanded. Cuyuna Brewing Company, a cafe/bike shop and the Iron Range Eatery now share Main Street with antique shops and other local businesses. Camper cabins (including one with a mural created by Minneapolis-based illustrator and muralist Adam Turman) opened in the past two years, and the town was featured in an August 2018 Outside magazine cover story on "America's Smartest Towns." "We have gained recognition worldwide for the mountain bike trails we have," Sova said. 3/5 Other Central Minnesota towns have turned to nature, history and their geographic location to inspire artwork and create a sense of place. In Monticello, at the bustling intersection of Minnesota Highway 25 and Broadway Avenue, two shiny silver swan sculptures by Elk River -based metal artist Sue Seeger represent the city's popularity as a winter destination for thousands of trumpeter swans that gather on open stretches of the Mississippi River. Above the statues, regional photographer Chris Lommel's portrait of Lake Maria at sunrise was printed on hundreds of tiles that attach loosely to the building. A breeze riffles the kinetic display, making the mural -sized photo look like it's shimmering. Up to 35,000 people drive past it each day. In Elk River, visitors to the Nature Explore Center and Handke Center early childhood program can explore a replicated eagle's nest and admire a sculpture of running deer. It provides families with a playful, interactive and educational outdoor spot, while also tempting them to see the real eagle's nest and wildlife at the Sherburne National Wildlife Refuge about 18 miles away. Artists in Buffalo in Wright County painted different themes on a parade of giant fiberglass buffalo that dot the downtown, which hugs a picturesque lakeshore. In Delano, volunteers have been working since 2017 to create a meditative labyrinth that is inspired by an ancient labyrinth at France's Chartres Cathedral near Paris. It encourages people to wander its paths and linger longer than it takes to eat an ice cream cone at the popular Peppermint Twist across the road. The labyrinth officially opens in September. And in Sauk Centre, artist Roger Reinardy has been painting his hometown for the past few years. Vibrant arched murals in downtown depict local history with native tribes, early pioneers and world wars. He also created a scene with veterans on the town's American Legion, a portrait of famed hometown author Sinclair Lewis on the Palmer House hotel, and a whimsical view of a conductor and musical notes on the curved 86 -year-old bandshell, where people gather weekly for free concerts along the Sauk Lake shore. "Art can transform a whole town," LeCuyer said, citing Sauk Centre and how art has enlivened its physical appearance and increased hometown pride. "It's such an exciting time." Funding for projects often comes from a combination of sources, such as Minnesota's Legacy Amendment, which was passed in 2008 to devote a portion of state sales tax to funding for arts and culture. Regional arts councils, community fundraising, beautification programs and local grants—including targeted community Partner Funds hosted by the Initiative Foundation —can help finance art projects or match funds. Those projects, in turn, can draw visitors who spend money on food, entertainment and even lodging. Painting Progress Communities that invest in visual arts projects, festivals and art fairs, performance venues and creative spaces and studios such as Brainerd's Franklin Arts Center, strengthen the local economy, said Theresa Sweetland, executive director at Forecast, a St. Paul -based consulting company that supports public art projects across the nation. 4/5 "We want to help people make positive changes in their communities through arts," she said. Sweetland advises arts supporters to work with city and regional planners and look for ways to incorporate art into existing projects. That could be anything from stamping poetry into new sidewalks, which St. Cloud has done, to decorating storm drains or reimagining fire hydrants. Yes, fire hydrants. Milaca has enticed curious travelers off Minnesota State Highway 23 to seek out its almost three dozen fire hydrants, all of which are individually painted. Kids and adults cruise through town on the lookout for Sven the Snowman from "Frozen," "Despicable Me" minions, Mike Wazowski from "Monsters, Inc.," Batman and other superheroes. Little Falls, which has had a wealth of history -inspired murals for years, made a conscious decision to jazz up its more utilitarian city infrastructure. The city ordered bike racks with playful themes such as giant paper clips and crayons. Artists also spruced up about 20 trash cans by painting everything from abstract patterns to coffee and doughnuts and flowers. Next up will be new benches. Whether it's a small project or a large art installation, local leaders say anything that helps a community stand out, give it vibrancy and knit people together is pivotal, especially when it also attracts young people and economic reinvestment. "It's not just an economic impact," LeCuyer said, "but quality of life." For More Information Check out these websites for more information about public art initiatives in Central Minnesota. Central Minnesota Arts Board East Central Reaional Arts Council Five Winas Arts Council Thank you to our local sponsors for supporting IQ Magazine. View our Sponsor List. View all Articles 5/5 Overview of the Arts Initiative: Connectivity through creativity; this is the core value behind the Monticello Arts Initiative. The primary focus is to help make the downtown area a vibrant, invigorating space where people enjoy spending time and being active. Connecting local creatives to one another is step one. By harnessing that group's energy, creative thinking, and ideas, we'll plan events, create programming, and weave public and community arts into the downtown landscape. Quantifiable Insights into the Arts Initiative: • Approximately 200 people signed up for Monti Arts Initiative email list. • 618 Facebook Followers • Average reach of about 930 people per post • Peak reach of about 3,000 people per month • Averaging about 70 new followers per month • Engagement with local businesses — including Xcel energy for their day of service. Will result in new mosaic art around town. • Engagement with the school district and Community Ed — new arts programming initiated together. • Engagement with the library and the CentraCare on programs and grant opportunities • New piece of art downtown — gained through a CMAB grant — features local artist in a highly visible part of the city. • New community event — Creative City Celebration featuring local artists, musicians, etc. • Banner project — creating the banners with art from local artists to authentically represent Monticello. • New Arts Day at the Farmers Market — higher attendance than average Thursday. • 2 citizens working on new grant writing projects to bring arts experiences to Monticello. Started because of the community conversations of the Initiative. Qualitative Insights into the Arts Initiative: • The idea was to lay the groundwork for a sustainable Arts Initiative — wanted to get people involved so they would start pursuing their own ideas. This is starting to happen. • Numerous meetings throughout the last 5 months with citizens, organizations, businesses, etc. to promote the value of the Arts Initiative. Seeing interest and excitement from a variety of parts of the community. • Participation in several city planning projects to determine the best way to incorporate a rt. City Council Agenda— 12/10/2018 2N. Consideration of a request for Conditional Use Permit for Public Use in the F-3 sub- district of the CCD (Central Communitv District). Applicant: Citv of Monticello. (NAC) Property: Planning Case Number: PID: 155-010-050011 Address: 349 West Broadway 2018-037 A. REFERENCE & BACKGROUND Request(s): Conditional Use Permit for a Public Use to accommodate an Arts program in an existing building in the CCD (Broadway District). Deadline for Decision: NA Land Use Designation: Downtown — Broadway District Zoning Designation: CCD The purpose of the "CCD", Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area, and particularly to implement the goals, objectives, and specific directives of the Comprehensive Plan. Overlays/Environmental Regulations Applicable: NA Current Site Use: Former Auto Service Station Surrounding Land Uses: North: Vacant Parking/Residential East: Former Post Office South: Residential West: Residential Project Description: The City of Monticello Parks Department, providing oversight to the City of Monticello Arts Initiative, proposes to occupy the existing 1,500 square foot building along Broadway Street, utilizing existing site improvements, and making possible interior building modifications as necessary to support the use. The proposed use will be participatory arts activities geared City Council Agenda— 12/10/2018 toward public involvement, creating public art for use in the community. The Monticello Economic Development Authority owns the property. ANALYSIS Project Background. The proposed Arts building would occupy the existing building at 349 West Broadway Street. The site is in the F-3 (Transition) sub -district of the CCD, with retailing as its primary land use focus. Public uses are allowed by Conditional Use Permit. It is noted that the use will be operated by the City of Monticello, thus the Public designation, however, the use is most aptly described as a "Personal Service" in the zoning ordinance, which if private, would be allowed as a Permitted Use on the site. The applicant has discussed site use as a mix of participatory art projects and some associated retail activities as a component of the activities. These uses are consistent with the zoning and the Comprehensive Plan recommendations of the downtown plans in place. The applicant is proposing to occupy the building of approximately 1,500 square feet to accommodate a public arts studio. The property is approximately 8,400 square feet in area, located at the northeast corner of Broadway Street and Linn Street. Conditional Use Permit Criteria. The Zoning Ordinance establishes a set of criteria for the review of Conditional Use Permits. The criteria relate generally to the ability of the use to (1) meet the intent of the zoning regulations; (2) meet the objectives of the Comprehensive Plan; (3) avoid negatives impacts on public facilities and infrastructure; and (4) fit into the character of the neighborhood. In this case, the use is (as noted below) consistent with the intent of the zoning ordinance, and is not expected to create extraordinary impacts on public services. The character of the neighborhood is essentially a transition area between the downtown commercial and traditional residential neighborhoods. Maintaining a reasonable buffer between the two will help to ensure that these impacts are within expected ranges. Specific Zoning Requirements. The zoning ordinance lists the following specific standards for these uses: (7) Public Buildings or Uses: (a) When abutting a residential use in a residential use district, the property shall be screened with an aesthetic buffer (Table 4-2, Buffer Type `B") in accordance with section 4.1(G) of this ordinance. (b) Conformity with the surrounding neighborhood is maintained and required setbacks and side yard requirements are met. Personal Services are referenced in the zoning ordinance in terms of specific Use Standards, but the specific conditions for Personal Services relate only to the B-1 District, or those services that include dry-cleaning facilities. Oil City Council Agenda— 12/10/2018 As noted above, the use abuts residential property across both Broadway and Linn. While residential uses are to the north, the site is separated from the residential area by a portion of the former post office's parking and driveway area. Currently, a fence separates the existing building from the parking area. As a result, the building is approximately 100 feet from the residential property line to the north. Parking and Site Planning. For Personal Service uses, the zoning ordinance requires one parking space per 250 square feet of building area. For this site, then, the parking requirements would be 6 spaces. City staff has developed a parking plan that would accommodate as many as 8 spaces using an entrance from Broadway, and angled parking leading to an exit on Linn Street. The parking stalls meet the dimensional requirement of 20' in length and provide for a 16-17 foot one way drive aisle. The applicant will be required to stripe the parking and provide parking lot directional painting as a condition of approval. In addition, it is recommended that the applicant remove the proposed stall located closest to the front access door. Because the previous user had paved the site to the curbline along both Broadway and Linn, the site would benefit from some treatment of the open space that is not necessary for parking or circulation. The addition of temporary buffering elements, such as planters along the Broadway frontage and the driveway exit curb cub along Linn Street nearest Broadway would better define traffic flow and enhance the aesthetics of the site, which currently would not be consistent with the intent of the City's downtown planning objectives. The Parks Superintendent has indicated that the Arts Initiative may wish to design and construct these improvements and as such, requests until June 2019 to complete. The Arts group may have additional recommendations for improving the site, as well as options to enhance the existing building. At this time, no exterior modifications are proposed, with the exception that the Parks Superintendent has indicated that the former window locations may be improved to prevent weather issues. The applicant should clarify any anticipated changes to the exterior of the building. In addition, as a condition of the proposed lease agreement with the EDA, the lessee will be required to submit any changes to the exterior for EDA review. Planning staff will review and comment on those changes per ordinance at that time. Substantive changes to the exterior of the building or physical expansion of the building would require an amendment to CUP. Staff recommends that activities are limited to the inside of the building, or occasional activities that would occur in the spaces south or east of the building to minimize impacts to the neighborhood. The site is subject to the City zoning ordinance for noise. Outdoor display is limited to the Outdoor Sidewalk Sales and Display as allowed by the Zoning Ordinance for accessory uses. In addition, staff would recommend that the existing fence is maintained and enhanced where necessary to ensure a reasonable buffer to the north. The property is owned by the Monticello Economic Development Authority. The EDA has authorized the use of the property for the proposed use, contingent on required land use actions, environmental consideration resolution, and execution of a lease agreement with the City of Monticello for the Arts Initiative. The EDA has 3 City Council Agenda— 12/10/2018 reviewed and approved a lease agreement for the proposed use. The lease agreement is on the Council agenda for consideration, along with budget requirements for the project. The Parks Department will be responsible for the required environmental remediation. If the Council does not approve the lease, it should act to withdraw the conditional use permit application, or table action on the permit until other direction is provided. Planning Commission Recommendation The Planning Commission reviewed this item on August 7t', 2018 during the regular meeting, holding a public hearing on the item. Neighboring property owner Charles Ehlen of Cinco Corporation addressed the Commission on the item. Mr. Ehlen asked for confirmation that there would be some type of termination clause or lease. Planning staff confirmed, noting that the EDA is aware of the potential for reuse or redevelopment of the site. Minutes of the meeting are attached for Council reference. After discussion regarding environmental remediation and usage, the Planning Commission motioned unanimously to recommend approval of the Conditional Use Permit. B. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative #1 below. 1. Motion to approve a Conditional Use Permit for a Public Use for Personal Services in the CCD District, contingent on the required lease agreement between the City and EDA, subject to the conditions included in Exhibit Z, and based on the findings in Resolution No. PC -2018-026. 2. Motion to deny a Conditional Use Permit for a Public Use for Personal Services in the CCD District, based on findings identified by the City Council. 3. Motion to table action on the request, subject to additional information from staff, the applicant, or others as directed. 4. Motion to withdraw the Conditional Use Permit request from consideration. C. STAFF RECOMMENDATION Staff recommends approval of the CUP, based on findings that support the retail and related public objectives of the City's downtown development planning. The use fits the City's development objectives for downtown, and the applicant's materials support the intent of the ordinance adopted for this purpose. It is also noted that were this a private initiative, the use would be permitted under the existing and proposed zoning regulations for the site. With regard to site improvements, the applicant should plan to make the following improvements to ensure that the CUP aspect of the land use is reasonably addressed: • Stripe the parking lot for 7 spaces and circulation, as shown on the staff - generated site plan and removing the space closest to the building entrance. L! City Council Agenda— 12/10/2018 • Create and implement a landscaping/site amenities plan to treat the boundaries of the site, including the Broadway Street edge and the southern -most driveway curb cut to Linn Street. • Address exterior building improvements, including paint or other treatments. • Ensure that the existing fence will continue to create a reasonable and attractive separation buffer to the north of the building. D. SUPPORTING DATA A. Resolution PC -2018-026 B. Planning Commission Minutes — 08/07/18 C. Site Location Map D. Applicant Narrative E. Site Plan F. Building Images G. Ordinance Excerpts Z. Conditions of Approval 5 City Council Agenda— 12/10/2018 EXHIBIT Z Conditional Use Permit for Public Personal Services Use 349 Broadway Street PID 155-010-050011 Stripe the parking lot for 7 spaces, as shown on the staff -generated site plan, removing the stall located adjacent to the front door and provide parking lot directional painting for one-way routing. 2. Create and implement a landscaping/site amenities plan to treat the boundaries of the site, including the Broadway Street edge and the southern -most driveway curb cut to Linn Street, to be installed by June 2019. 3. Address building improvements, including paint or other treatments. 4. Modifications to the exterior elevations will require amendment to the Conditional Use Permit. 5. The existing fence shall be maintained to continue to create a reasonable and attractive separation buffer to the north of the building. 6. Outdoor activities or events shall occur in the spaces south or east of the building to minimize impacts to the neighborhood, except as authorized by Special Event permit by the City Council. 7. Compliance with the comments of other staff and Planning Commission. G CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2018-026 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR A PUBLIC ARTS STUDIO AS A PERSONAL SERVICE IN THE CCD, CENTRAL COMMUNITY DISTRICT WHEREAS, the applicant has submitted a request to occupy an existing building as a public arts studio, including classes, studio space, and potential retail sales; and WHEREAS, the site is zoned CCD (F-3), which allows Personal Services as Permitted Uses, and Public use by Conditional Use Permit; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of "Downtown - Transition" for the area; and WHEREAS, the applicants have provided materials documenting compliance with the terms of the applicable zoning regulations; and WHEREAS, the uses are consistent with the intent and purpose of the CCD zoning district; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission held a public hearing on August 7th, 2018 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed uses are consistent with the intent and purpose of the CCD, Central Community Zoning District. 2. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are those anticipated by commercial land uses and are addressed through standard review and ordinances as adopted. 4. The proposed arts studio facility meets the intent and requirements of the applicable zoning regulations, pursuant to the conditions attached to the Conditional Use Permit. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2018-026 5. Parking is found to be adequate based on the available off-street parking on the property. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Conditional Use Permit for Public Arts Studio, subject to the conditions listed in Exhibit Z as follows: 1. Stripe the parking lot for 7 spaces, as shown on the staff -generated site plan, removing the stall located adjacent to the front door and provide parking lot directional painting for one-way routing. 2. Create and implement a landscaping/site amenities plan to treat the boundaries of the site, including the Broadway Street edge and the southern -most driveway curb cut to Linn Street, to be installed by June 2019. 3. Address building improvements, including paint or other treatments. 4. Modifications to the exterior elevations will require amendment to the Conditional Use Permit. 5. The existing fence shall be maintained to continue to create a reasonable and attractive separation buffer to the north of the building. 6. Outdoor activities or events shall occur in the spaces south or east of the building to minimize impacts to the neighborhood, except as authorized by Special Event permit by the City Council. 7. Compliance with the comments of other staff and Planning Commission. ADOPTED this 7`l' day of August, 2018 by the Planning Commission of the City of Monticello, Minnesota. MONTI ELLO PLANNING MMISSION Ifs, By: Brcd le, C air 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2018-026 ATTEST: Z Angela Schumm ity Development Director MINUTES REGULAR MEETING - MONTICELLO PLANNING COMMISSION Tuesday, August 7th, 2018 - 6:00 p.m. Mississippi Room, Monticello Community Center Special Joint City Council/Planning Commission Meeting 4:30 PM — CCD Ordinance Amendments Commissioners Present: Brad Fyle, Marc Simpson, John Alstad, Katie Peterson Commissioners Absent: Sam Murdoff Council Liaison Present: Charlotte Gabler Staff Present: Angela Schumann, Steve Grittman (NAC), Matt Leonard, Tom Pawelk 1. General Business A. Call to Order Brad Fyle called the meeting of Monticello Planning Commission to order at 6:00 p.m. B. Consideration of approving minutes a. Regular Meeting Minutes — July 3rd, 2018 MARC SIMPSON MOVED TO APPROVE THE REGULAR MEETING MINUTES — JULY 3RD, 2018. KATIE PETERSON SECONDED THE MOTION. MOTION CARRIED, 4-0. C. Citizen Comments None. D. Consideration of adding items to the agenda None. E. Consideration to approve agenda MARC SIMPSON MOVED TO APPROVE THE AGENDA. JOHN ALSTAD SECONDED THE MOTION. MOTION CARRIED, 4-0. 2. Public Hearings A. Continued Public Hearing - Consideration of a request for an amendment to Conditional Use Permit for Planned Unit Development for Hi -Way Liquors sign height and area allowances Applicant: City of Monticello Angela Schumann provided a detailed review of the request for an amendment to Conditional Use Permit for Planned Unit Development for the City's electronic message board sign at the liquor store at 511 Pine Street. The item was brought to the Planning Commission in the previous year, but was requested to be tabled due to ownership issues that have since been cleared. Planning Commission Minutes — August 7, 2018 Page 1 1 5 The proposal was for the digital message board to be replaced and the top cabinet to be refurbished to include the City's new logo and color scheme. The City requested 32 square feet for the digital message board (an increase of 7 feet above code allowance) with the top cabinet not changing in size. The request was made to deliver better readability of the sign and would provide City messaging. There is no other City digital messaging boards. Staff recommended approval of the request with a condition identified in Exhibit Z. Brad Fyle asked if the electronic message board would be increased 6 inches around the sign. Schumann confirmed. Fyle asked for clarification for the signage code. Schumann provided the ordinance. Marc Simpson asked if the existing sign still worked. Schumann stated that the sign was out of commission and would need to be replaced in any case. Charlotte Gabler asked if the speed of the messages on the sign would be faster than the existing. Schumann responded the City is subject to MnDOT standards for message speed and movements. Angela Schumann further explained that additional stone architectural at the base of the sign was proposed to reflect monument signage. Brad Fyle opened the public hearing. Hearing no comments, Fyle closed the hearing. MARC SIMPSON MOVED TO ADOPT RESOLUTION PC -2018-024 RECOMMENDING APPROVAL OF AN AMENDMENT TO PUD FOR AN AMENDMENT TO CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR HI -WAY LIQUORS SIGN AREA ALLOWANCES. KATIE PETERSON SECONDED THE MOTION. MOTION CARRIED, 4-0. EXHIBIT Z Conditions of Approval 1. Sign refurbishment is subject to applicable building code and permit requirements. B. Public Hearing — Consideration of a request for Conditional Use Permit for Professional Office Use in the L-6 sub district of the CCD —Central Community District Applicant: Arvola, Chad Steve Grittman explained that the applicant proposed a Conditional Use Permit for a professional office use in the L-6, CCD district at 532 Walnut Street. Grittman clarified the site would not be used for storage of construction materials. Grittman stated that the principal use would be administrative professional office, but minimal retail use may occur. Planning Commission Minutes — August 7, 2018 Page 2 15 Staff recommend approval of the application with conditions identifying in Exhibit Z. Brad Fyle opened the public hearing. Chad Arvola, Arvola Builders, introduced himself. Fyle asked if the applicant was able to review the conditions in Exhibit Z. Arvola confirmed and responded that he would comply with all signage regulations. Hearing no further comments, Fyle closed the public hearing. KATIE PETERSON MOVED TO ADOPT RESOLUTION NO. PC 2018-025, RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR AN OFFICE USE IN THE CCD DISTRICT, SUBJECT TO THE CONDITIONS INCLUDED IN EXHIBIT Z. JOHN ALSTAD SECONDED THE MOTION. MOTION CARRIED, 4-0. EXHIBIT Z Conditional Use Permit for Office Use 532 Walnut Street PID 155-037-000100 1. The applicant completes all building permit and occupancy requirements of the City's building department. 2. Compliance with the City's sign ordinance. 3. Compliance with the comments of other staff and Planning Commission. C. Public Hearing - Consideration of a request for Conditional Use Permit for Public Use in the F-3 sub -district of the CCD — Central Community District Applicant: Citv of Monticello Steve Grittman presented the request for a Conditional Use Permit for Public Use in the F-3 of the CCD at 349 W Broadway. The building would be used for production, class activities, and retail of arts products made on site led by the City's contracting Arts Consultant. The item was brought to the Planning Commission because of the "public -use" component. Staff recommend approval of the request with conditions identified in Exhibit Z. Brad Fyle asked if additional landscaping would be on the property. Grittman noted that the asphalt would not change, but sculptural or other artistic elements would be added to create a buffer edge along Broadway and possibly Linn Street. File asked if there was still a fence on the north side of the building and the quality. Grittman confirmed and stated that it may need some repair. Fyle asked if the EDA would remain in ownership. Grittman confirmed. Planning Commission Minutes — August 7, 2018 Page 3 15 Katie Peterson asked if there were any environmental concerns with the property. Angela Schumann stated that the EDA completed environmental research of the property including a tank assessment and hazardous materials assessment. The EDA and the Parks Department would work through on any environmental issues inside the building. Fyle noted the parcel to the north was used as an access for the formal postal office site. Grittman confirmed and added that the remaining property to the north of the site was residential. Brad Fyle opened the public hearing. Charles Ehlen - 2920 Winnebago Road, Sartell — asked if there would be a lease for the building as he had interest in purchasing the property from the EDA. Schumann stated the EDA would require an agreement with the Art's Initiative and that the EDA was cognizant of the opportunity for redevelopment. The EDA would preserve the opportunity for redevelopment in the agreement with Art's Initiative. The document would be public and subject to the approval of the EDA and City. Fyle added that the value of the property may increase with any additional improvements. Charlotte Gabler asked how often the building would be used. Gabler asked about access to the site. Matt Leonard indicated access would be from Broadway and exiting onto Linn Street. Gabler asked if on -street parking on Broadway was available. Leonard declined and stated that it was mostly driveways. Simpson asked about the condition of the building. Tom Pawelk stated that the inside would need restoration. The bathroom would be remodeled to be ADA compliant. In addition, a ramp would need to be built to get into the front door. Hearing no further comments, the public hearing was closed. MARC SIMPSON MOVED TO ADOPT RESOLUTION NO. PC -2018-0269 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR A PUBLIC USE FOR PERSONAL SERVICES IN THE CCD DISTRICT, SUBJECT TO THE CONDITIONS INCLUDED IN EXHIBIT Z. KATIE PETERSON SECONDED THE MOTION. MOTION CARRIED, 4-0. EXHIBIT Z Conditional Use Permit for Public Personal Services Use 349 Broadway Street PID 155-010-050011 Stripe the parking lot for 7 spaces, as shown on the staff -generated site plan, removing the stall located adjacent to the front door and provide parking lot directional painting for one- way routing. Planning Commission Minutes — August 7, 2018 Page 4 15 2. Create and implement a landscaping/site amenities plan to treat the boundaries of the site, including the Broadway Street edge and the southern -most driveway curb cut to Linn Street, to be installed by June 2019. 3. Address building improvements, including paint or other treatments. 4. Modifications to the exterior elevations will require amendment to the Conditional Use Permit. 5. The existing fence shall be maintained to continue to create a reasonable and attractive separation buffer to the north of the building. 6. Outdoor activities or events shall occur in the spaces south or east of the building to minimize impacts to the neighborhood, except as authorized by Special Event permit by the City Council. 7. Compliance with the comments of other staff and Planning Commission. 3. Regular Agenda A. Consideration of the Community Development Directors Report Angela Schumann provided the Directors Report. 4. Added Items None. 5. Adjournment MARC SIMPSON MOVED TO ADJOURN THE MEETING AT 6:41 PM. KATIE PETERSON SECONDED THE MOTION. MOTION CARRIED, 4-0. Recorder: Jacob Thunander Approved: October 2, 2018 Attest: Angela Schu munity Development Director Planning Commission Minutes — August 7, 2018 Page 5 15 NARRATIVE FOR BUILDING USE: Store all the supplies and materials and tools the Initiative would be using for Arts Initiative activities and community arts projects at this site. Workspace to make community art projects as well. The space would probably also be used occasionally for arts events such as art shows too, on occasion. Weekly public work night giving people a chance to come participate in community arts project for downtown. Frequency of use, hours, etc will all be determined as the program develops, in response to public demand. Fred's Gas Station TIF Analysis Photos: 349 Broadway West P1150752.JPG P1150753.JPG P1150755.JPG P1150758.JPG P1150756.JPG P1150759.JPG P1150761.JPG P1150762.JPG Page 1 of 6 P1150754.JPG P1150757.JPG P1150760.JPG P1150763.JPG CHAPTER 2: APPLICATION REVIEWS AND PROCEDURES Section 2.4 Specific Review Procedures & Requirements Subsection (D) Conditional Use Permits (4) Review (a) Conditional Use Permit Criteria Approval of a Conditional Use Permit application requires that the City find that conditions can be established to ensure that all of the following criteria will always be met: (i) The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property; (ii) The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use; (iii) The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area; (iv) The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided; (v) The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City code requirements; (vi) The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution; (vii) The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled; (viii) The conditional use will adhere to any applicable additional criteria outlined in Chapter 5 for the proposed use. (b) Planning Commission Before any Conditional Use Permit is considered, the Planning Commission shall hold at least one public hearing after proper notice has been issued in accordance with Section 2.3(I). Following the hearing and subsequent discussion on the merits of the proposal, the Planning Commission shall adopt findings and recommendations on the general conditional use permit review criteria outlined in Section 2.4(D)(4)(a) and any specific criteria outlined for the specific use in Chapter 5. Recommendations for approval may include such conditions as are deemed necessary to ensure compliance with each of the Conditional Use Permit review criteria. Denial recommendations shall be supported by findings of fact as to why the permit request was denied. The Community Development Department may forward an application to the City Council without a recommendation from the Planning Commission only if it is deemed necessary to ensure compliance with state mandated deadlines for application review. Section 5.2: Use - Specific Standards Section 5.30): Specific Standards for Certain Accessory Uses Section 2.3(h: Public Notification Page 28 City of Monticello Zoning Ordinance CHAPTER 4: FINISHING STANDARDS Section 4.8 Off-street Parking Subsection (E) Standards Applicable to All Uses Commercial Uses (continued) Day Care Centers 1.0 space for each employee plus one (1) space per five children Entertainment/Recreation, Indoor Commercial Bowling Alley 5.0 spaces for each alley plus additional spaces as may be required herein for related uses associated with the principal structure 1.0 space for each four (4) seats based on the design capacity of the main assembly hall; facilities as may be provided in conjunction with such buildings or uses shall be subject to additional requirements imposed by this Theater ordinance ■ If the theater is located in the original plat of Monticello, the required spaces shall be reduced to 1.0 space per five (5) seats Entertainment/Recreation, Outdoor 10.0 spaces plus one (1) for each one hundred (100) square feet of floor Commercial I area inside an associated structure Financial Institution 1.0 space for each four hundred (400) square feet of floor space. 20.0 spaces for each chapel or parlor, plus one (1) space for each funeral Funeral Homes vehicle maintained on the premises ■ Aisle spaces shall also be provided off the street for making up a funeral procession Hotels or Motels 1.0 space for each rental unit plus one space for each ten (10) units and one (1) space for each employee on the maximum shift Kennels (commercial) 1.0 space for each four hundred (400) square feet of floor space. Landscaping / Nursery Business See Parking Schedule #I [Section 4.8(H)(2)] 1.0 space for each two hundred fifty (250) square feet of floor space Personal Services If in the CCD district, one (1) space per three hundred fifty (350) square feet of floor space Recreational Vehicle Camp Site Repair Establishment Restaurants Sit downldining area Pick-up or Counter Area Kitchen Area 1.0 space per each recreational vehicle plus one (1) guest space per ten recreational vehicles See Parking Schedule #I [Section 4.8(H)(2)] 1.0 space for each forty (40) square feet of gross floor area of dining and bar area 1.0 space for each fifteen (15) square feet of gross floor area but not less than fifteen (15) spaces 1.0 space for each eighty (80) square feet of kitchen area City of Monticello Zoning Ordinance Page 269 CHAPTERS: USE STANDARDS Section 5. I Use Table Subsection (A) Explanation of Use Table Structure �,peciaity rating C P P P 1 5.2(F)(28) Establishments wr Vehicle Fuel Sales C C C 5.2(F)(29) Vehicle Sales and Rental C 5.2(F)(30) Veterinary Facilities C 5.20(3 I ) (Rural) Veterinary Facilities C C C 5.2(F)(31) (Neighborhood) Wholesale Sales P P P None Industrial Uses Auto Repair — Major C P P 5.2(G)(1) Bulk Fuel Sales and Storage P P 5.2(G)(2) Contractor's Yard, Temporary I I 5.2(G)(3) Extraction of Materials I I I 5.2(G)(4) General Warehousing C C P P 5.2(G)(5) Heavy Manufacturing J C 5.2(G)(6) Industrial Services C P None Land Reclamation C C C C C C 5.2(G)(7) P P P 5.2(G)(8) C C C C C C C C C Light Manufacturing Machinery/Truck Repair & Sales P P 5.2(G)(9) Recycling and Salvage Center C C 5.20(10) Self -Storage Facilities C P 0 5.20(1 I) Truck or Freight Terminal i C C 5.2(�(12) il Waste Disposal & Incineration C 5.2�(I 3) Wrecker Services C P 5.2(6)(14) City of Monticello Zoning Ordinance Page 327 CHAPTERS: USE STANDARDS Section S. I Use Table Subsection (A) Explanation of Use Table Structure Commercial Lodging P P AW C none 5.2(F)(7) Commercial Recreation: Indoor P P C C none 5.2(F)( I2) Commercial Recreation: C* L-8 only C C none 5.2 F 13 Outdoor none 5.2 F 31 Convenience Retail C P* C C *F-2 Drive Through by CUP 5.2(F)(9) Funeral Services Residential — Street Level C C C C none 5.2 F 15 Residential — Multiple Family C C L-2: NA Residential — Townhouse Medical / Clinical Services C P IF P L-2: NA first floor, 5 2(F)(18) C none CUP upper floors Personal Services P P P P L-3: CUP 5.2(F)(21) Places of Public Assembly C C C C none 5.2(F)(22) Production Brewery or Micro - Public Buildings or Uses C C C P Distillery with Taproom or C C C C none 5.2(F)(23) Cocktail Room Professional Office -Services L-2: NA first floor, 5.2(F)(14) Including Financial Institutions P P P C CUP upper floors 5.2(F)(20) Restaurants, Bars < 10,000 SF P P C C none 5.2(F)(26) Restaurants, Bars > 10,000 SF P C C none 5.2(F)(26) Retail Sales < 10,000 SF P P C C none 5.2(F)(27) Retail Sales > 10,000 SF P C IL. C none 5.22(F)(27) Retail with Service P CC L-2: NA first floor, CUP upper floors 5.2(F)(27) Specialty Eating Establishments < 10,000 SF P* P* C* P* *Drive Through by CUP 5.2(F)(28) Vehicle Fuel Sales C C C* L-8 only 5.2(F)(29) Veterinary Facilities C P C C none 5.2 F 31 Residential — Upper Floors P P P P L-2: NA Residential — Street Level C C L-2: NA Residential — Multiple Family C C L-2: NA Residential — Townhouse C none Residential — Single Family C none Industrial PUD L-3: PUD Only Public Buildings or Uses C C C P none Page 328 City of Monticello Zoning Ordinance CHAPTERS: USE STANDARDS Section S.2 Use -Specific Standards Subsection (F) Regulations for Commercial Uses (19) Offices (Commercial) In the CCD, F-1 sub -district, the following conditions shall apply: (a) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the document "Embracing Downtown Monticello." (b) Street -level floor planning designed to accommodate use by or conversion to future use as retail land uses. (c) Parking areas shall be situated so as to minimize their exposure to public areas, or shall be landscaped and screened to minimize large expanses of open pavement. (20) Offices (Professional) Including Financial Institutions In the CCD, Professional Offices and Financial Institutions shall include the following: (a) Building architecture shall be designed to reflect retail street -level architecture as defined in the City's Comprehensive Plan, and detailed in the document "Embracing Downtown Monticello." (b) Street -level floor planning designed to accommodate use by or conversion to future use as retail land uses. (c) Parking areas shall be situated so as to minimize their exposure to public areas, or shall be landscaped and screened to minimize large expanses of open pavement. (d) Parking supply shall be calculated at the same rate as retail sales. (21) Personal Services (a) In the B-1 district, the following shall apply: (i) Outdoor lighting shall be restricted to be consistent with the hours of operation, within one half hour of open and close times. (ii) Hours of operation shall be limited to 6:00 a.m. to 9:00 p.m. (b) Establishments engaged in dry cleaning shall be held to the following requirements: (i) Dry cleaning processing shall be restricted to the B-4 district. City of Monticello Zoning Ordinance Page 351 City Council Agenda: 12/10/2018 20. Consideration of adopting Resolution 2018-97 establishing election precinct and polling place for 2019 (JS) A. REFERENCE AND BACKGROUND: City Council is asked to adopt a resolution to establish precinct and polling place for the City of Monticello. The 2017 Legislative session provided for Minnesota Statute section 204B.16 which requires each municipality to designate by ordinance or resolution a polling location for each precinct for the following calendar year. Should a special election be called, polling locations must be in place. At this time, the city plans to continue with just one precinct for 2019 using the Monticello Community Center as its polling place. By approving the attached resolution, the Council would be reestablishing the same precinct and polling place as we previously had in place. . Al. Budget Impact: none A2. Staff Workload Impact: none B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2018-97 establishing the city's one precinct and the official polling place as the Monticello Community Center. 2. Motion of other. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Resolution 2018-97 RESOLUTION NO. 2018-97 CITY OF MONTICELLO, MINNESOTA A RESOLUTION DESIGNATING PRECINCT AND POLLING PLACE FOR 2019 WHEREAS, Minnesota Statue Section 204B, Subdivision 1 requires the governing body of each municipality to designate a polling place for each election precinct; and WHEREAS, this designation must be made by December 31 of each year, and said designation is effective for the following calendar year, unless a change is made pursuant to Minnesota Statute 204B.175 or because the polling place becomes unavailable; and, NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Monticello hereby establishes the boundaries of the voting precinct and polling place as: PRECINCT 0125 MONTICELLO POLLING PLACE LOCATION - Community Center Gym, 505 Walnut St., Monticello, MN PRECINCT 0125 MONTICELLO ABSENTEE — City Hall, 505 Walnut St., Monticello, MN Adopted by the City Council of the City of Monticello, Minnesota held this 10th day of December, 2018. Brian Stumpf, Mayor ATTEST: City Clerk City Council Agenda: 12/10/2018 2P. Consideration of approving 2018 Operating Transfers (WO) A. REFERENCE AND BACKGROUND: Every year, the city transfers money between funds. These transfers happen for various reasons including the provision of financing for city projects, repayment of debt, unanticipated operating expenditures, and anticipated future expenditures. Some of these transfers were anticipated and authorized by adoption of the 2018 budget resolution 2017-087. Others became necessary during the course of the year and are based on funding decisions made by Council/staff. Whatever the reason, it is a good management practice to provide the Council with a list of the transfers made (or to be made) and have Council approve the transfers. Attached is a list of the 2018 operating transfers for the city as authorized or requesting authorization. a -e Budgeted 2018 transfers £ Council approved dissolving the MN Initiative Fund, splitting residual fund amounts between the city and EDA (6/25/2018). g. Recapitalized Central Equipment Fund for future equipment purchases. h. For costs in excess of the CII' budget of $5.6 million (original budget of $3.9 million), with unused amount going toward 2020 small area plan/downtown improvements. Reflects closure of the MN Initiative Fund. The city was allowed to keep 80% of MIF cash, while returning 20% to the state. The city split the 80% with the EDA by council action. Transfer to debt service fund for financial reporting purposes. Budget Resolution 2017-087 states that the Council can amend or rescind Section (2) authorizing transfers as the year progresses. Motion to approve alternative 1, affirms prior authorization of transfers either by budget Resolution 2017-087 or subsequent council action, if any in 2018. Al. Budget Impact: As noted, some of the transfers were included in the 2018 budget. Other transfers are needed for future budget commitments or reflect past or future debt service commitments. No transfers were canceled to reflect the change in project financing. A2. Staff Workload Impact: There are no staff workload impacts for these transfers. B. ALTERNATIVE ACTIONS: 1. Motion to approve 2018 operating transfers as listed. 2. Motion to approve the 2018 operating transfers with adjustments designated by City Council as follows 3. Motion to deny the 2018 operating transfers. City Council Agenda: 12/10/2018 C. STAFF RECOMMENDATION: City staff recommends Alternative #1, to approve the proposed 2018 operating transfers as listed. D. SUPPORTING DATA: A. 2017-087 Budget Resolution B. List of 2018 operating transfers either authorized or requiring authorization. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2017-87 ADOPTING THE 2018 BUDGET AND AUTHORIZING SPECIFIC FINANCE -RELATED ACTIVITIES WHEREAS, the budget is the fiscal blue print for the entire year where the City Council has considered and incorporated all foreseeable spending plans for 2018; and WHEREAS, the City, through sound fiscal policy, establishes that current revenues will be used to finance current expenditures and regularly -occurring capital expenditures; and WHEREAS, the City Council shall by this resolution set forth the total expenditures and uses, excluding depreciation, and the total revenues and other sources for each budgeted fund. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello the following is hereby approved: SECTION 1. AUTHORIZATION OF ESTIMATED REVENUES FROM ALL SOURCES, APPROPRIATIONS, AND FUND BALANCE ADDED (EXPENDED): Revenues Expenditures Fund Balance Fund 2018 Budget 2018 Budget Added (Expended) General Fund $ 8,287,000 $ 8,287,000: $ - - SDecial Revenue Funds Economic Development 1,073,928 903,116 170,812 Cemetery 18,600 27,723 (9,123) Minnesota I nvestment 15,000 - 15,000 Monticello Community Center 1,810,500 2,079,500 (269,000)' Total Special Revenue Funds 2,918,028 3,010,339 (92,311); Debt Service Funds 2010A G.O. Improvement Bond 127,614 300,074 (172,460) 2011A G.O. Refunding Bond 395,375 780,100 (384,725 2014A G.O. Judgment Bond 538,586 512,736 25,850 2015B G.0. Bonds 228,842 216,000 12,842 2016A G.O. Bonds 517,769 527,900 (10,131), 2017A G.O. Bonds 520,159 470,350 49,809 Total Debt Service Funds 2,328,345 2,807,160 (478,815); Capital Proiect Funds Capital Project 6,419,000 ' 9,650,000 (3,231,000) Closed Bond Fund 59,000 - 59,000 Park & Pathway Dedication 402,000 670,000' (268,000 Stormwater Access 65,000 - 65,000 Street Lighting Improvement 90,000 ' 300,000 (210,000) Street Construction 20,000 44,899 ' (24,899)I Total Capital Project Funds 7,055,0001 10,664,899 (3,609,899) Enterprise Funds Water 1,346,341 1 626 673i (280,332)' Sewage_ -_ _ _ _ _ 2,386,516 ` _ _.. _ _2,860,203 (473,687) Liquor _. 5,775,1784 5,_818,178 (42, 394) Deputy Registrar 526,400 429,589 96,811 Fiber Optics 1,840,600 2,003,600 (163, 000) Total Enterprise Funds 11,875,641 12,738,243 (862,602)' Internal Service Funds IT Services 276,500 272,900 3,600 Benefit Accrual 19,500 - 19,500 Central Equipment 252,800 438,600 (185,800), Total Internal Service Funds 548,800 711,500 ! (162,700) Total All Funds $ 33,012,814 $ 38,219,141 $ (5,206,327)' SECTION 2. TRANSFERS: By resolution, the Council can amend or rescind this section as the year progresses. The following list may include transfers for projects that have not received formal council authorization. Transfers for these projects can be rescinded any time during the budget year. a. To 2011A GO Improvement Bond Fund from EDA/TIF - $200,000. b. To 2010A GO Improvement Bond Fund from Street Reconstruction Fund $44,899. c. To FiberNet Fund from Liquor Fund - $130,000. d. To Park & Pathway Fund from Liquor Fund - $400,000. e. To Capital Projects Fund from Water Fund - $600,000. SECTION 3. CAPITAL EQUIPMENT AND IMPROVEMENT ACQUISITION: a. Appropriates resources for Central Equipment Fund purchases: Streets — rubber melter ($60,000), black -top hot box ($95,000); Parks — aerator ($30,000), utility mule ($15,000). b. Appropriates resources for Enterprise Fund purchases: Water Fund — truck ($45,000); DMV Fund — fleet vehicle ($26,000). c. In accordance with the purchasing policy, all capital asset (equipment, buildings, etc.) purchases included in this section are subject to further review and must be approved by specific council action. SECTION 4. OTHER BUDGET AUTHORIZING ACTIONS: a. Removes prior commitments and assignments, except those required by GASB, from fund balance classifications. b. Sets the General Fund reserve policy at 65% of expenditures. c. Approves Senior Center annual subsidy of $60,160. d. Approves a 2% wage adjustment to full-time, part-time (excluding MCC staff and volunteer fire personnel) and seasonal employees for the pay period commencing on first pay period beginning in January 2018 and an additional I% commencing on first pay period beginning in July 2018. e. Establishes the monthly standard health insurance benefits at $1,151.08 with an effective date of March 1. Premium contributions are required from family/dependent plan participants for the difference between the standard benefit and coverage costs. No contribution is required from single -plan and non -plan participants. ADOPTED BY the Monticello City Council this 1 Ith day of December, 2017. CITY OF MO ICELLO Tian Stumpf, M r ATTEST: Jeff , City Administrator Previously Authorized Transfers Item Fund # Transfer In Fund Amount Fund # Transfer Out Fund Amount Operating Transfers (made per budget resolution 2017-087) Amount Fund # Transfer Out Fund a 312 2011A G. O. Bond Fund 200,000.00 213 EDA Fund 200,000.00 b 317 2010 Improvement Bonds 44,899.00 212 Street Reconstruction Fund 44,899.00 c 229 Park & Pathway Fund 400,000.00 609 Liquor Fund 400,000.00 d 400 Capital Projects 600,000.00 600 Water Fund 600,000.00 e 656 FiberNet 130,000.00 609 Liquor Fund 130,000.00 Supplemental Operating Transfers authorized during the year (6/25/2018) f 213 1 EDA Fund 116,473.00 220 MN Initiative Fund 116,473.00 Requesting Authorization Item Fund # Transfer In Fund Amount Fund # Transfer Out Fund Amount Operating Transfers (2019 budgeted projects and expenditures) g 703 Central Equipment 300,000.00 101 General Fund 100,000.00 704 Central IT Services 200,000.00 h 400 Capital Projects Fund 600,000.00 101 General Fund 600,000.00 i 400 Capital Projects Fund 116,473.00 220 Minnesota Initative Fund 116,473.00 j 322 2018A Bond Fund 5,000.00 400 Capital Projects Fund 5,000.00 Operating Transfers not budgeted or previously authorized (or reversal of previously authorized) None Description: a -e Budgeted 2018 transfers f. Transfer to EDA approved by council action on 6/25/2018, which dissolved the MN Initiative Fund. g. Add funds to finance future equipment purchases h. Fire station costs in excess of CIP budget of $5.6M (any remaining amount can go toward 2020 downtown projects) i. Council action on 6/25/2018 returned 20% to state with remaining amount split evenly between EDA and City. j. Initiate Debt Service Fund for financial reporting purposes. City Council Agenda: 12/10/2018 2Q. Consideration of approving Resolution 2018-98 accepting a donation of four iPads at value of $400 from Wireless World for the Fire Department (JS) A. REFERENCE AND BACKGROUND: The City Council is being asked to approve a donation from Michael Beran/Wireless World of four iPads. Wireless World paid $100 for each of the iPads totaling $400. As required by state statute, if the City accepts the donation of funds, the City Council needs to adopt a resolution specifying the amount of the donation and its use. Al. Budget Impact: The donation of iPads or $400. A2. Staff Workload Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Resolution accepting the contribution and authorize use of funds as specified. 2. Motion to not approve the contribution and return the funds to the donors. C. STAFF RECOMMENDATION: Staff recommendation is to adopt the resolution accepting the contributions. D. SUPPORTING DATA: • Resolution 2018-98 1 City of Monticello RESOLUTION NO. 2018-98 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 Michael Beran/Wireless World Four (4) iPads $400 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 Michael Beran/Wireless World 4 iPads for Fire Dept./$400 Adopted by the City Council of Monticello this 10th day of December, 2018. Brian Stumpf, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 12/10/2018 2R. Consideration of approving Resolution 2018-99 for redemption of outstanding General Obligation Improvement and Refunding Bonds, Series 2010A for selected maturities. (WO) A. REFERENCE AND BACKGROUND: The $3,255,000 2010 General Obligation Improvement and Refunding Bonds were issued to refund 2002 debt ($510,000) finance new improvements ($2,745,000). There would be four remaining, two of principal and interest, and two interest only. Total debt principal redeemable is $590,000--$290,000 for 2020 and $300,000 for 2021. The final debt service payment occurs on February 1, 2021. The 2010A debt service fund has sufficient resources for redeeming the final two principal payments. There is no tax levy support for future debt service for this debt issue. The interest rate on the redeemable bonds is 2.45% for 2020 and 2.70% for 2021. The highest yield on its 4M account is 2.2%. The 4M account provides the city with a high yield for its liquid (on -demand) funds. Al. Budget Impact: The financial impact: $590,000. The spread between interest on investments and the interest on debt is largely neutral. A2. Staff Workload Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to adopt resolution 2018-99 calling for redemption of outstanding General Obligation Bonds, 2010A Series for selected maturities. 2. Motion to not adopt resolution 2018-99. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Resolution 2018-99 EXTRACT OF MINUTES OF A MEETING OF THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA Held: December 10, 2018 Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Monticello, Wright County, Minnesota, was duly called to order on December 10, 2018, at 6:30 P.M. The following members were present: and the following members were absent: Member introduced the following resolution and moved its adoption: RESOLUTION 2018-99 RESOLUTION CALLING FOR THE REDEMPTION OF THE OUTSTANDING GENERAL OBLIGATION IMPROVEMENT AND REFUNDING BONDS, SERIES 2010A WHEREAS: A. The City Council of the City of Monticello, Minnesota issued $3,255,000 General Obligation Improvement and Refunding Bonds, Series 2010A, dated September 14, 2010; and B. All of said bonds maturing on February 1, 2020 and 2021 are subject to redemption, in whole or in part, and prepayment at the option of the City on February 1, 2019, and on any date thereafter at par plus accrued interest, all as provided in the resolution of the City authorizing the issuance of said bonds; and C. The City deems it desirable and in the best interest of the City to call $590,000 of the outstanding bonds maturing in the years 2020 and 2021, for redemption on February 1, 2019, in accordance with said resolution authorizing the issuance of said bonds, and NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota as follows: 1. $590,000 of the General Obligation Improvement and Refunding Bonds, Series 2010A, dated September 14, 2010, of the City of Monticello, Minnesota, maturing in the years 2020 and 2021, shall be redeemed and prepaid on February 1, 2019, at 100% of their principal amount plus accrued interest for each such bond called. 2. The City Finance Director is hereby authorized and directed to give mailed notice of call to the bank where said bonds are payable and said bank shall provide such notice to the holders of the bonds as may be required by law. Said notice shall be in substantially the attached form. 3. The City Finance Director is hereby authorized and directed to deposit with the bank where said bonds are payable prior to said call date sufficient funds to pay all principal and interest due on the bonds as of the call date. The motion for the adoption of the foregoing resolution was duly seconded by member and upon a vote taken thereon, the following voted in favor thereof: and the following voted against the same: Whereupon said resolution was declared duly passed and adopted. STATE OF MINNESOTA COUNTY OF WRIGHT CITY OF MONTICELLO I, the undersigned, being the duly qualified and acting City Finance Director of the City of Monticello, Wright County, Minnesota, DO HEREBY CERTIFY, that I have carefully compared the preceding extract of minutes of a meeting of the City Council of said City held on the date therein indicated with the original minutes thereof on file in my office and that the same is a full, true and correct transcript thereof insofar as said minutes relate to the topic described in the title of the resolution set forth in the extract. WITNESS my hand officially and the official seal of the City on December 10, 2018. City Finance Director (SEAL) NOTICE OF CALL FOR REDEMPTION GENERAL OBLIGATION IMPROVEMENT AND REFUNDING BONDS, SERIES 2010A DATED: SEPTEMBER 14, 2010 CITY OF SAUK MONTICELLO, MINNESOTA NOTICE IS HEREBY GIVEN that by order of the City Council of the City of Monticello, Minnesota, there have been called for redemption and prepayment on FEBRUARY 1, 2019 those outstanding bonds of the City designated as General Obligation Improvement and Refunding Bonds, Series 2010A, dated September 14, 2010, having the stated maturity dates of 2020 and 2021, totaling $590,000 in principal amount and with the following CUSIP numbers: Maturitv Principal Amount CUSIP 2020 $290,000 614468C20 2021 30000 614468C38 The bonds are being called for redemption at a price of 100% of their principal amount plus accrued interest to February 1, 2019, on which date all interest on said bonds will cease to accrue. Holders of the bonds hereby called for redemption are requested to present their bonds for payment to Bond Trust Services Corporation, 3060 Centre Pointe Drive, Roseville, Minnesota 55113, on or before February 1, 2019. Dated: December 10, 2018 BY ORDER OF THE CITY COUNCIL /s/ Wavne Obert City Finance Director Important Notice: In compliance with the Economic Growth and Tax Relief reconciliation Act of 2001, federal backup withholding tax will be withheld at the applicable backup withholding rate in effect at the time of the payment by the redeeming institutions if they are not provided with your social security number or federal employer identification number, properly certified. This requirement is fulfilled by submitting a W-9 Form, which may be obtained at a bank or other financial institution. Additional Information may be obtained from: NORTHLAND SECURITIES, INC. 150 South 5th Street, Suite 3300 Minneapolis, Minnesota 55402 Attn: Public Finance Phone: 612-851-5900 or 800-851-2920 City Council Agenda: 12/10/2018 2S. Consideration of approving clans and specification and authorizing advertising of bids for construction of Fire Station (JO/WO) A. REFERENCE AND BACKGROUND: The City Council is asked to consider approving plans and specifications and authorizing advertisement for bids for construction of the new fire station. Architect Corey Brunton met with the Fire Department Building Committee on multiple occasions to refine the concept plans approved by the City Council in July 2018. Accordingly, after this detailed review of the building and site conditions, several recommended adjustments are worthy of note since they improve the project but also impact the total cost: • The building footprint increased in size equal to about two vehicle bays in order to better accommodate current and future vehicles. The cost to add additional space is about $193,000 but would be much higher if added later. • An additional $107,000 is in the budget to fund the installation of a generator. A generator is a necessary component of the project and was previously intended to be installed as an addition to the existing fire station but held off. Staff plans to pursue grant revenue to offset this cost. • An additional $80,000 is programmed for an air handling system connecting vehicle exhaust ports to a system removing the exhaust to outside the building, allowing vehicles to operate with doors closed. This is a health and safety addition that will also enhance operational efficiencies. This feature was not included in the Windom project. • A three percent contingency has been added to the project in the amount of $180,000. The architect mentioned that, historically, use of contingency has been less than 1%. • Approximately $140,000 of the total cost is comprised of the Sanitary Sewer Access Fee ($70,000), trunk fees and building fees. SAC fees are calculated based on a formula prescribed by a standard set by the Metropolitan Council and are high due to the amount of water used by a fire station. Payment of permit fees are included in the total and will be made as an internal transfer from the general fund to the appropriate fee account. The architect has projected a 6% increase in costs since the original cost estimates were prepared, these increases are incorporated into the reviewed cost estimates. An air compression and fill station is included at the cost of $54,000. It did not make sense to transfer the old compressor to the new site. Staff will work to recover the cost of this equipment from potential grant funds. $45,000 has been allocated for building security, including a key fob and video system that is intrusion resistant. The system would represent a significant enhancement over the current system. The design and cost is driven by a need to address contemporary security concerns faced by public safety organizations. It is our hope that the bid estimate is high. City Council Agenda: 12/10/2018 Given the building needs, 3% contingency, transfers to other city funds, and inflation, the estimated cost before bidding is $6,178,766. The amount projected for bonding was 5,600,000, which means the difference will need to be derived from reserves or a revised debt amount with the adoption of a new CIP plan. However, an update to the CIP plan would require another public hearing followed by another reverse referendum period. According to the Finance Director, there are sufficient reserves to address the worst case scenario, but a lower reserve means less money available for other initiatives. Finally, please note the Building Committee made a strong effort to design a cost- efficient building that is highly functional and will operate as an asset to the city for years to come. Al. Budget Impact: Annual debt service for 15 years is estimated at $500,000. Annual utility costs are estimated to increase by $13,000. Annual property insurance is estimated at $3,500. A2. Staff Workload Impact: Staff will continue to work toward obtaining grant funds for certain equipment in order to supplement project funding. Staff will bid out equipment exhaust system separate from the project in order to save architectural fees for this item, B. ALTERNATIVE ACTIONS: Motion to approve plans and specifications and authorization to advertise for bids for construction of fire station The plans will be finalized within the next few days with the goal of sending it out for bids very soon. Approving the plans and specs at this meeting will help maintain the development schedule and enable the project to hit the market at the right time for getting strong bids. 2. Motion to deny approval of plans and specifications and authorization to advertise for bids for construction of fire station. 3. Motion to table matter for further study. C. STAFF RECOMMENDATION: Staff recommends alternative 1. D. SUPPORTING DATA: A. Project Spreadsheet B. Plans and Specifications 2 Revised 12/06/2018 Anticipated Construction x $196/ SF Building only $196 20415 $4,001,340 $300,101 $4,301,44; covers Debt Limit- $5,600,000 Max site and building efficiency $193,500 Project cost $6,179,681 Total cost includes following features: Key fobs/card readers are part of $45,000 $45,000 $24,188 Security/ Card reader System x project costs Includes 6% inflation $3,375 Construction ofunfinished Secondfloor x Includes stairs, stub in of utils, power to $150 2952 $442,800 $33,210 $476,010 Total Available for storage/expansion I $15,000 doors, windows, Computer Cabling & Networking computer jacks $15,000 Sound Annunciation System I $0 Parking lot/driveways/site $0 Receiving Signals 800 MHZ (Hardware $15,000 $15,000 800 MHz Base Station System Site Costs (Estimated) x lighting/utils/landscaping $15,000 $550,000 $41,250 $591,250 $9,000 $9,000 installation Storm Sewer, Sanitary Sewer, Water Notal $87,700 $3,375 $91,075 $39,188 Service Total $4,994,140 $374,561 $5,368,701 $0 $0 Misc. costs Signage / lettering on bldg x Exterior& special interior signage $8,000 1 $8,000 $600 $8,600 (concrete tests, compaction, special $21,000 1 $21,000 Inspection Fees inspections) $21,000 $21,000 Can be done by internally Tv's for EOC and Conference Rooms 80" for EOC, 65" for Conference room $5,500 $5,500 Technology for Training Room/Conference $1,900 1 Room Speakers Sound system and TV mounts $1,900 $1,900 Advertising for Bids $500 1 $500 $500 Total - $36,900 $37,500 $0 $21,000 Mechanical & Electrical EMU Water Softener & Hook Ups x $7,500 1 $7,500 $563 $8,063 Dept. of Labor & Industry Fee Plumbing plan review (estimated) $1,250 1 $1,250 $1,250 Each Point of capture (Plymovent or $13,324 6 $79,944 Needed for each diesel vehicle - City Exhaust Handling System no and equal) $0 $79,944 bid separate from project $79,944 SCBA Compressor and Fill Station Ba=,Alex Air) $54,594 1 $54,594 $54,594 $54,594 Existing ggmpressor not useable $54,594 125K w/ auto transfer switch, Separate investment needed with our Back Up Generator both installation, Ci Cabinets $100,000 1 $100,000 $7,500 $107,500 $53,750 without new station $107,500 Total $243,288 $8,063 $251,35f $108,344 Interior Design Blinds 4'x6' Window (Metal Blinds) $120 9 $1,080 $1,080 1 Executive Chair $475 5 $2,375 $2,375 Task Chair $350 0 $0 $0 Dining Chair $80 22 $1,760 $1,760 Conference Table $1,000 1 $1,000 $1,000 Kitchen Table 4x8 $830 0 $0 $0 Guest Table 4x4 $575 0 $0 $0 Desk With Hutch $1,500 3 $4,500 $4,500 Reduced to $1,500 Training Table $800 0 $0 $0 Workstation stations with file cabinets $7,500 0 $45,000 $45,000 Not needed for three years File Cabinet 5 drawer letter vertical file $380 6 $2,280 $2,280 Copier $1,800 0 $0 $0 Use existing- bring it over Bed Twin XL $300 0 $0 $0 lWardrobe $800 0 $0 $0 Dresser $400 0 $0 $0 ITV $500 0 For day room (LED/LCD combination) $0 $0 Couch $800 1 $800 $800 Recliner $500 2 $1,000 $1,000 End Table $500 0 $0 $0 Coffee Table $700 0 $0 $0 Sauna N.I.C. 0 $0 $0 Pool Table N.I.C. 0 $0 $0 future FD purchase Gear Grid Lockers 24"wide -5'tall/open $719 40 $28,730 $28,730 Standard Washer Frontload $1,100 1 $1,100 $1,100 Standard Dryer Frontload $700 1 $700 $700 $8.600 1 x Gear Extractor BDS Brand with soap injection system $8,600 $8,600 Reflect grant already received Exercise Equipment Estimated Lump Sum Budget $0 0 $0 $0 Must have front controls on counter for $340 0 Hood ADA $0 $0 Oven/ Range Front controls - ADA $1,250 1 $1,250 $1,250 Dishwasher ADA height $750 1 $750 $750 1 Fridge W1 Ice maker/ water dispenser $1,500 1 $1,500 $1,500 One fridge from two Total $102,425 $0 $102,425 $0 $0 Civil Environmental Site Assessment $0 $0 Storm, San, Water services Included in Site costs $0 Wetland Investigation / Permitting $0 $0 Surveying, Staking Costs x $8,000 $600 $8,600 Telephone, Cable, Electrical, Gas, Utility Hook Up Charges Sewer/Water $0 $0 Highway Right of Way Permits $0 $0 Storm Water Discharge Permits $0 $0 Building Permit Fee $35,160 $35,160 $35,160 Misch Fees/Taxes/Surcharges to others $1,711 $1,71!1,$1,711 State Surcharge $17,110 $17,110 WAC and Connection $4,208 $4,208 $4,208 Water Meters $845 $845 $845 SAC $4,190 16.42 $68,800 $68,800 $68,800 Trunk Water $8,274 $8,274 $8,274 Trunk Sanitary Sewer $1,190 $1,190 $1,190 Trunk Storm Sewer $1,761 $1,76) $1,761 1 $0 I Plumbing $0 Electrical $0 Total $147,059 $600 $147,659 $0 $121,949 Structural Testing Agencies Included in Inspection Fees above $0 1 ITotal So So So So So I Total Cost Estimate $5,779,857 $399,224 $6,179,681 $616,509 Summary Panel switchboard, phones, wiring & VoIP System $3,700 Telephone System covers Debt Limit- $5,600,000 $3,700 Project cost $6,179,681 Total cost includes following features: Key fobs/card readers are part of $45,000 $45,000 $24,188 Security/ Card reader System x project costs $3,375 $48,375 Monitoring Fees Fire alarm system $35/month Contingency $0 Total Wiring of low voltage phone/ Estimated $15,000 $142,9491 Computer Cabling & Networking computer jacks $15,000 Sound Annunciation System Can work off the phone system $0 $0 $0 Receiving Signals 800 MHZ (Hardware $15,000 $15,000 800 MHz Base Station System Only) $15,000 800 MHz Base Station System -Antennas and $9,000 $9,000 installation See above Notal $87,700 $3,375 $91,075 $39,188 Total Cost Estimate $5,779,857 $399,224 $6,179,681 $616,509 Summary Total including architect fees and 6% increase since bonding approval $6,179,681 Debt Limit- $5,600,000 Project cost $6,179,681 Total cost includes following features: Difference $579,681 Vehicle storage two bays larger than original $193,500 Electric generator, wiring and architect fees $107,500 Emissions Control system $79,944 Contingency $180,971 Total $561,915 Transfers $142,9491 (Internal Total Grant Opportunities $147,532 IIL ------------ II BITUMINOUS I >< II I BITUMINOUS I I L----------- — -- -- X II U X X X ---LI --- — - 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V© ALL RIGHTS RESERVED REVISION: F LA zNo.: 18410-1 Date: 11-12-2018 ODrawn: Checked: VProject Manager: MHA Project Status: PROGRESS SET Sheet Title: 0 CIVIL EXISTING LJL CONDITIONS AND F REMOVALS PLAN OSheet No.: z CO -01 3" BITUMINOUS TYPE SP 9.5 WEARING COURSE (SPWEA240B) ��:Ie\��e\►I1ZK01L 1VAT Qrl*:/��IIJIL[eVAT eIel 538FILINNITA a BITUMINOUS TRAIL SECTION NOT TO SCALE 2" BITUMINOUS TYPE SP 9.5 WEARING COURSE (SPWEA240B) 2" BITUMINOUS TYPE SP 12.5 NON -WEARING COURSE (SPNWB230B) 8" AGGREGATE BASE, CL 5 (2211) SUBGRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS DRIVEWAY PAVEMENT NOT TO SCALE 8" CONCRETE DRIVEWAY PAVEMENT (2531) 8" AGGREGATE BASE, CL 5 (2211) (INCIDENTAL) SUBGRADE PREPARATION (2112) (INCIDENTAL) CONCRETE DRIVEWAY PAVEMENT NOT TO SCALE 5" CONCRETE DRIVEWAY PAVEMENT (2531) 6" AGGREGATE BASE, CL 5 (2211) (INCIDENTAL) SUBGRADE PREPARATION (2112) (INCIDENTAL) CONCRETE WALK NOT TO SCALE f► TYP 4" THICK CONCRETE PAD r-, ADAPTER WITH 4 EA #4� THREADED CAP 18" REBARS f 611 `)G 45° BEND \ FLOW WYE OR SADDLE SANITARY SEWER CLEANOUT NOT TO SCALE PIPE MATERIAL---,,,. AS SPECIFIED GRANULAR BEDDING AND ENCASEMENT MATERIAL AS SPECIFIED TRACER WIRE AS SPECIFIED, TAPE TO PIPE AT 5' INTERVAL, PLACE WIRE BELOW SPRING LINE COMPACTED BACKFILL AS SPECIFIED OD+24" r_ 12"(MIN) OD 611 NON -RIGID SANITARY SEWER TRENCH NOT TO SCALE 4" 7" 1211 1/2" R (TYP) 00 rnr `n= Ln, 1 _ N c -I e e A r SLOPE 1.5:1J SLOPE 0.75" PER FT CONCRETE CURB & GUTTER DETAIL DESIGN S512 NOT TO SCALE 3" R SLOPE 0.75 PER FOOT 0.511 R 6" 0.5" R < e Q P A a r A% ° ° CONCRETE CURB & GUTTER DESIGN B612 NOT TO SCALE 3'-10" 31-011 511 — S CATCH BASIN PLAN IJ II MIN 3 MAX 6 ADJUSTING X RINGS < 0 GROUT INVERT %n SECTION �o m 41-611 BASE SLAB PLAN NOTES: 1. CASTING PER CONSTRUCTION DOCUMENTS 2. PIPE CUT-OUTS PER CONSTRUCTION DOCUMENTS 3. ALTERNATE CAST -IN-PLACE BASE CAN BE USED 4. MIN REINFORCING SHALL BE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SQ IN PER FOOT IN BOTH DIRECTIONS CATCH BASIN STRUCTURE DESIGN R-1 (2'x3') NOT TO SCALE MIN 3 CASTING AS SPECIFIED— MAX 6 CONCRETE ADJUSTING GRADE--iRINGS WITH NON -SHRINK t, GROUT AND PLASTERED 1/2" THICK INSIDE AND OUT Ir I PLACE BITUMINOUS MASTIC e BETWEEN SECTIONS SIZE AS SPECIFIED BRICK AND MORTAR r_ STEPS AS SPECIFIED LU afQ STORM SEWER PIPE GROUT INVERT PRECAST CONCRETE BASE (PER MnDOT STANDARD PLATE 4011) TYPICAL DESIGN 4020 MANHOLE/CATCH BASIN NOTES: 1. AASHTO HS 25 LOADING MAX FILL HEIGHT 15' 2. THE # 4020 SHALL BE PERMANENTLY MARKED ON THE TOP COVER 3. EQUIVALENT STEEL AREAS IN WIRE MESH MAY BE USED 4. REINFORCEMENT PER SPEC 3301, GRADE 60 A SINGLE HOOP OF 8ga STEEL WIRE BACKFILL WITH SELECTED MATERIAL FROM EXCAVATION COMPACTED BACKFILL AS SPECIFIED RC PIPE B, / � 12" (MIN) CLASS AS SPECIFIED DIA SHAPE BOTTOM TC MATCH PIPE OD, yj, �c �\ �\�� 0.15 Bc PROVIDE BELL HOLE AT EACH JOINT (IF B REQUIRED) PIPE DIA B 36" OR LESS Bc + 24" 42" TO 54" 1.5 x Bc 60" OR OVER Bc + 36" RC PIPE CLASS "C" BEDDING NOT TO SCALE h A I i DESIGNATION: DESIGN DIAMETER - STANDARD PLATE # DESIGN 48-4020 STORM SEWER STRUCTURE DESIGN 4020 NOT TO SCALE PLAN OF COVER TOP BARS NOT SHOWN COVER DIA REINFORCING AND EXTRA BARS (PER MnDOT STANDARD PLATE 4020) 2" MIN PLUG DIAMETER �n w J OPTIONAL HANDLING DEVICE U e• ° u ° REINFORCING e (PER MnDOT (SEE MnDOT STANDARD PLATE 4020) w STANDARD MANHOLE DIA � PLATE 4020) � c U SECTION A -A U o 0 M 0 z ) M V M J a�O �Y 4% C 2 LU o 0 ° Z`no aL-0 M 0 0 W`O z �; a 00 N 00 0 N N BITUMINOUS / I I 1 1 1 II \\ BITUMINOUSLi x tc _ ---- -- -_� 963'-----------------( ------------- --- �� I r- I X --------- 08 I , 962 -✓ 0 5" 0 7" 05" 6 0 8" �� _ co 04" / ------------------------------------------------------------- x. �X X x X- ��- - X- ' -- 961 960 woo .9101 - (MH -2) ---- BITUMINOUS R=960.63 �------------------ ------------- =957 ` I ^\/ � (MH 9 )�4-1-52SW I I II r- 959 - 961 __ _ �\\ i ��_ ( 1=954.83 15" S �� / I � III 961.26 L� 96 961-52 Ln I W \ 1 `IV -- __-- 00 � 961.52 � �/ 962 - '6' � 60 V ---_ - 1.69 tib/ - 6 \ `/ s \° fie • d . e ° < ° ° 960.5 \=960.51 I I 0 I II li I BITI 9 \ L e < _ d ° < ° ` • .I ° ° I 962.50 \\ 962.0 \ 1=95\63 15" N I d 962.4 / \I 1=957.05 15" NE ° d < < \e ° ° d I - I-954.3 15" S I/I ° •d dr �� V1,• r`� 1=956.95 15" S d a d <d d ° e/ \ • < a c d < d < d �\ P ea )r • I \\ 962.00 \ \ \ I I a ry. � m r,, age x I\ rn rn I I \ �a� �6, \ o o. 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TURF ESTABLISHMENT SHALL BE COMPLETED IMMEDIATELY AFTER FINISH GRADING IS COMPLETED. 2. TURF ESTABLISHMENT SHALL OCCUR AT ALL AREAS DISTURBED BY CONSTRUCTION. 3. MNDOT SEED MIX 25-131 SHALL BE USED. 4. PROVIDE ADA COMPLIANT CURB CUTS AND T TAPER TO FULL HEIGHT CURB WHERE TRAIL MEETS DRIVE. MAXIMUM OF 5% LONGITUDINAL SLOPE AND 1.8% CROSS SLOPE. 2LJ 0 LUo 0 M :? rn M M z yrn�Z oo co WQ M NC r Woo 2�lJ Z ao c T M 0 III CD 0 W LO �Z a)� o Cn C) ztoCC) t �(LC.4z° Q O T 'O- C This document is by Brunton Architects & O O confidential information intended for use by a � 3runton Architects & Engineers personnel only. w�E0 Fy document or information contained herein, O Q NH ID without prior written consent of N N NZZN eL C fD m o L y 0 @LC) o Y N n a�x Q Ln 1LJL W C/) 9� x m. �g W x Z5 x J = VProject W vC) C:)o !E � w 7 > U a d0 CD O Z 4, CL L - U) NZ; U Z This document is by Brunton Architects & O O confidential information intended for use by O 3runton Architects & Engineers personnel only. a Fy document or information contained herein, without prior written consent of N Brunton Architects & Engineers, is prohibited. D M W 0 `o LOf Q 1LJL W C/) 0 OJ W J J W J = VProject W vC) C:)o V � O d a Z This document is by Brunton Architects & Engineers and contains privileged and O confidential information intended for use by O 3runton Architects & Engineers personnel only. Any disclosure or distribution of this Fy document or information contained herein, without prior written consent of Brunton Architects & Engineers, is prohibited. V©ALL RIGHTS RESERVED �, REVISION: V) ZNo.: Date: 18410-1 11.12-2018 ODrawn: Checked: VProject Manager: MHA Sheet Title: � CONTROL PLAN 0 Sheet No z C3-01 Project Status: pROGRESS SET O CIVIL GRADING LL AND EROSION Sheet Title: � CONTROL PLAN 0 Sheet No z C3-01 a N 00 0 N N — — — — — — — — — — — — — — — — `� n —--------------------------------------------------------�— I L– � X — 05" 05" 05' ------------- _ ___ __ _ _ x_ �— 99"9 ✓IINOUS `� \ BITUMINOUS -------------------------------------------------------- (MH-2) ------------------------------------------------------- \ \ (MH - 2) — i T 04" G 8„ 7" 5" 6 0 8„ 07" —X — x (MH -9) Y 4 V h \ \ \ Id 4e ° V ° A. ° MH -3 Q e \ \ I BITUMINOUS L` ° Q ° \ e ° a d ° \ \ \ d° d N e °d ° ° ° ° ° ed° ° ° °°l ° ° Q°° °d A °° d ° ° ° ° ` d I d ° \ \ \ d A °° ° e d 4 ° Q r ° d d a d ° d °°°° e ° °Q \ \ \ I I \ \ \ PROPOSED FIRE STATION ° e d e \ \ r .Q° ° ° da < °d Q Q ° \ I d° ° Q \ \ dQ d \ L --J e ° P d ° ° ° ° e °44 A °° ° e ° d ^ n \ \ ] ° ice° ° ° A d ° d d \ \ JCC' Q 4 I ° d — 4" PV \ \ \ ,a 0 C SANITARY SEWER R \ 1\ \ RIM: 961.27 I C C - 4" 0 05" 04" X 2 1" x 05" 761 3" 1 4" 8 '-i 12HT" IH -4 1S„ RCP 4° *4" 4" 4" CMH - 5) I � „ 4„ 4 4 —� — --- r ----j f --- �,------ C ----C ----C --- C — C INV: BOT 958.17 .------------- �— ------------------- ----- -- - - ------ -- --- ---- --- — -- --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C - t - - - - - - - I- - - - - - - - - - - - _ _ _ c C�^ —�� y � — C C CC C C , C C —�- C f C- C I I yC C C\ 11 v f — C `_ C C C C C C C C C Cr I C —Tgl' COMP /I 1=95 .32 U �^ �— C C _ C C C T C C _ C C — — C ^ C C — C C — C`" C — L �- yl C • - C C =f C — — r C - — f —C — C C — — — — E. - - C - — - -� C C �_-- �j� '� F F F F F F F- r r F F F F r\\ y F ,q=� G� E F E E E E F----1==------ -- F--, F i r E E E `— II' !1 ` F —F— —` —--=� F — E E E E EE E E S E E \ E E E E E E E E E E E E E E E F F F F F F F F F F F F F F F F F F r F F F �' F F CF \ F C F F F- F I --F_-- F--- F--- F F F F rKUNJSED 6" DUCTILE 4ON W SCR4'ICC —� _ _ _ _ _ _ _ _ _ _ _ G G G LU G G G G �G` G -- Gr. G G G G G ® FIELD VERIFY LOCATION \ RIM: 958.94 \ \ M RIM: 958.47 RIM: 957.93 RIM: 960.21 \ INV: BOT 954.68\ \ INV: BOT 953.55 INV: BOT 953.00 RIM: 962.40 RIM: 961.13 CONNECT TO EXISTING WATER SERVICE STUB � INV: BOT 956.16 INV: BOT 955.58 I I I I I I I I I I I I— v INV: BOT 957.58 \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I V I \\ I D 4 \ \ RIM: 961.62 I \ FIELD VER Y LOC � INV: W 937..62 TION \ m BITUMINOUS INV: E 9372 BITUMINOUS \ CONNECT'F�O EXIST4NG SAI4I,TA1Y SERVICE STUB > > > > > > > > > > > > > > > >-->—�> > > > \\ > > > > > > > > > >- > > > > > > > > > \\ \M UNDE BIT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------� ��------------------- - — — — — — — — \A / 1=960.79 - \ ✓( m — — -� \� 1 —AI— E E\ x. f :iE�� E E E Ems/ E E E E E E E E E F E E E E E E € E 1 \ E E E E E E E E E G—\\ T E E E \ D_ 1=961.02 18" RCP 1=960.7 ` C C C C C C C C C C C C C C C C C C C C C �5'�3�—�C P19C8C C C C C C C C °�� C C— — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C m — — \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C J/ / C �• - ��- — F F--------- \ -7 ti _�----F --- F -f Chi 1----- ----> C/ I I \FE] I INV: N" 917.30^ X \ X \\ X X X X X X X X C I INV: S\947.40 �' \ / I A INV: W 947.40 I \ OCIVIL SITE UTILITY PLAN 1" = 25'.0" 0 2 < LUC) a z Cl) rn M V M Z �z J�0Z> dW M c W o (D 1 Z`oo c �fGfJl ?_�.� r)M 0 0 W m Z) rnL') > � Q o 0-m O � m c Qr iT� z aLo N Z d sa a> U d zThis O C T N and contains privileged and confidential information intended for use by O a Any disclosure or distribution of this w 0 C14 M W E O Brunton Architects & Engineers, is prohibited. V© ALL RIGHTS RESERVED 6 N N IL WO C/) N _N L N J W C Q C m O Date: 6 YN v� co r O C N V J � )( CeSheet Project Status: PROGRESS SET Title: RN .O s C' CIVIL y x , o M = Baa m N (6 N C > U O C) °_> m -co- O Z CL a) m iv m — U 0) 0E 0 z Y OZ J UJI: 0 mei z U d zThis O and contains privileged and confidential information intended for use by O a Any disclosure or distribution of this Imml 0 C14 M W o� Brunton Architects & Engineers, is prohibited. V© ALL RIGHTS RESERVED IL WO C/) OJ J W J W J = Date: W v� co r ODrawn: V VProject � CeSheet Project Status: PROGRESS SET Title: O CIVIL O SITE UTILITY M Fm rAN 0 C4-01 11 U d zThis 0- document is by Brunton Architects & Engineers and contains privileged and confidential information intended for use by O Brunton Architects & Engineers personnel only. Any disclosure or distribution of this Imml document or information contained herein, without prior written consent of FM Brunton Architects & Engineers, is prohibited. V© ALL RIGHTS RESERVED REVISION: ZNo.: Date: 18410-1 11-12-2018 ODrawn: Checked: VProject Manager: MHA CeSheet Project Status: PROGRESS SET Title: O CIVIL LL SITE UTILITY Fm rAN 0 C4-01 11 a N 0 0 N N ii --------------i I I l L— I I I I I II I II I I I I I II a II I I Ix I I I I II I i it x ---------------I II X x x X ---------— — — — — — — — — — — — — — — — 1�----X — - ------------------- --------------- -------- I Ix x I X -- ----- —------------------------- ------------------------------------------------------------------------ —_�—--x----x—�� -—--—fix----47— - ------------- — ry I EXISTING LOT LINE (TYP:)�� \\ I I TRANSFORMER LOCATION I 0 _ _ -- L - - — ------------------- —-------------------- -- -- -------------------------------� \ \\ I PROPOSED LOT LINE — — — — — — TRASH ENCLOSURE LOCATION \S512 CONCRE 9 \\ \ AREA TO ALL( REMOVAL Q ___— __===x-17 I I I -J --------------------- --L-L-------------!---�!� I 9t GPS I I I - o •Y ° d • • d • d • • • ° • • ° •" \ A • • • • • ° • • d • • • d \ • °•. • • • ° • d ° • ° • ° \ I I 1� �I I �� II I I I Ix- x X0 r-') ri) x I( JRB AND GUTTER DR SNOW 2W Q WC) 0z Cl) rn M V M Lr) z�� z J � g z - W C6 Q M N C Wo00 ZL0a� �aLr)� M 0 0 W z �;2i r` Q o 6� oIx I--�-� z Lo CL oa M o t6 N d - 3 N L o m o Y L N d C N J x x �aN N 6 N J C) Z U U) ot� 0 z M�d 0z 1- UJ J OE maw d 4 , J� " \/ \ ° • d • d d ° • • • • id " • e e \ \K O PROPOSED FIRE STATION \ I U �L1�111J 17' 20'-6-[-*-- 24' --"—� 20' -► I \ M I \ \ I W OU-) M I I \ \ DJ A W Z \ I � � \ PROVIDE KNOCK DOWN CURB Q ` I '-'-' o ` \ TO ALLOW FOR ANTIQUE FIRE TRUCK U� I d • • • • ♦ d ° ♦ \ \ \ \ 1 ° ° • d • ° • • • • d O J u J = I I • d L --.J d ° \ L . . 7 • A a d d d • \\ \ W O " I 6CONCRETE DRIVE FOR TRUCK ACCESS` \ \ 1 I-------\----- w \�- _--------------------------------------------------------- --------- - ------------------------------- -------- ---- --- - ----------------------- ----- ------------ - V J - U \ d — — — — — — — — — — — — — — — — — — This document is by Brunton Architects & — — — — — — — — — — — — — — — — — — — — — — — — — — \ Engineers and contains privileged and ��--1----------------------------------------------- � 0 confidennchlte — _-- Brunton ed for use b \ tial information intend \�� \ — — — — — \ — - — y Architects &Engineers personnel only. \ \ \ Any disclosure or distribution of th' \ ��---- 1-1 -----------------------\ OCIVIL SITE PLAN 1" = 25'.0" ---------- ------------------------------- L� is \ \ bn4 document or information contained herein, \ \ \ without prior written consent of \ \ \ Brunton Architects & Engineers, is prohibited. \ \ \ ©ALL RIGHTS RESERVED DEPRESSED CURB CA. ROW tYP.) \ \ \ \ D�`PRESSED CURB � �, REVISION: — — — — — — — — — — ----------------------------------.� \\—\------------- ------------------------------------------------�� \ /�—----------- zNo.: 18410-1 Date: 11-12-2018 \A --------------------- O Drawn: Checked: VProject Manager: MHA Project Status: PROGRESS SET CeSheet Title: O CIVIL LL SITE PLAN FM OSheet No.: z C5-01 M 13- 00 00 v N 0 N u I x IX ------------------ LJ X X1 X PARKING LOT STRIPING (TYP.) X \ N 0 0 0 0 0 0 \\\ x-- — —X— —X X- - \— -X — — - ------------------------------------------------ ---- - — —— \\ ----------------------------------------------- EXISTING LOT LINE (TYP.)\\\ \\ I \ x C ul C) 0 C 0 0 u �I____ -------------------------------------------------------- OCIVIL SURFACING PLAN 111=25'.O" BITUMINOUS TRAIL —/ EX. ROWTYP. ( ) N] z � OZ J LLI 0 mei P1 Z O E m c T N o4- a U m w = C U 0 m N °� 0 'Co W oL0 EL—am Q mLn o Li � o Q c y 20 W 11Y U-) x J = c)2 v w c o s > O �o x N x _ N M O � N c r N Q O) C O 0 rT ami C) @ Z a c ID c a) a> a� m ) z � OZ J LLI 0 mei P1 Z O a � C Cl) C/ 0 'Co W oL0 _ Q Li � o 0_J W J W J = c)2 W �o V � Z O U N O d zThis document is by Brunton Architects & Engineers and contains privileged and confidential information intended for use by O Brunton Architects & Engineers personnel only. Any disclosure or distribution of this Immi document or information contained herein, without prior written consent of F= Brunton Architects & Engineers, is prohibited. V© ALL RIGHTS RESERVED REVISION: F LA zNo.: 18410-1 Date: 11-12-2018 ODrawn: Checked: --------------------- V Project Manager: MHA Project Status: PROGRESS SET Sheet Title: 0 CIVIL LCL SURFACING �=m PLAN OSheet No.: z C6=01 UPPER RTU WITH ROOF TOP SCRI \ \ LOWER RTU i `1P,', `u" F I� ':: FIJ .. I� �I ll a \ \ UPPER &LOWER PARAPETS __ - "•' - — Jai a _ _ _ _ n L �� + +'any \ NORTH PARKING D it \ SOUTH LOT CURB a � SIDEWALK ' I NORTH CHELStA KUAU PROPERTY LINE (APPROX. ELEV. 960.0) �, SITE SECTION A - NORTH / SOUTH LOOKING EAST 1/16" =1'-0" ---------------------- I -------------- w 0 ry n 75Q 0 - 2 T1-21 SOCCER FACILITY SNOW EXISTING LIGHT POLE TO \\ STACKING AREA BE REPLACED, REFER TO \ CIVIL & ELECTRICAL \ - — — — — — - - ------ BUILDING MOUNTED LIGHT FIXTURES, REFER TO ELECTRICAL TOP OF PRECAST 128'-0" PREFERRED \ \ TRANSFORMER LOCATION \ TRASH ENCLOSURE SECOND FLOOR 114'-0" FIRST FLOOR 100'-0" V1 PARKING REQUIREMENTS REQUIREMENTS FOR: CITY OF MONTICELLO, MN (ZONING DISTRICT B-1) BUILDING USE PARKING SPACES REQUIRED OFFICE 3.0 SPACES PLUS (1) FOR EACH (300) SF OF FLOOR AREA INDOOR STORAGE / 5000:5 10,000 = 1.0 SPACES PER 750 SF OF FLOOR AREA VEHICLE REPAIR GROUP RESIDENTIAL 2.0 SPACES FOR EACH (3) PERSONS FOR WHOM SLEEPING (FUTURE SECOND LEVEL) ACCOMMODATIONS ARE PROVIDED STALL SIZE REQUIREMENTS: 7 REQUIRED: 9'-0" x 20'-0" PROVIDED: 9'-0" x 20'-0" NUMBER OF STALLS REQUIRED: 7, GROSS BUILDING AREA V1 PARKING REQUIREMENTS REQUIREMENTS FOR: CITY OF MONTICELLO, MN (ZONING DISTRICT B-1) BUILDING USE PARKING SPACES REQUIRED OFFICE 3.0 SPACES PLUS (1) FOR EACH (300) SF OF FLOOR AREA INDOOR STORAGE / 5000:5 10,000 = 1.0 SPACES PER 750 SF OF FLOOR AREA VEHICLE REPAIR GROUP RESIDENTIAL 2.0 SPACES FOR EACH (3) PERSONS FOR WHOM SLEEPING (FUTURE SECOND LEVEL) ACCOMMODATIONS ARE PROVIDED STALL SIZE REQUIREMENTS: CV REQUIRED: 9'-0" x 20'-0" PROVIDED: 9'-0" x 20'-0" NUMBER OF STALLS REQUIRED: W GROSS BUILDING AREA STALL FACTOR NUMBER OF (TOTAL AREA) REQUIRED STALLS 10,337 SF (OFFICE) 3 + (10,337 / 300) 38 9,711 SF (APPARATUS BAYS) 9,711/750 13 2,953 SF (2) FOR EACH (3) 6 (UNFINISHED, FUTURE SECOND LEVEL) J TOTAL STALLS PROVIDED: 57 (57 REQUIRED) ACCESSIBLE PARKING REQUIREMENTS 49 REQUIREMENTS PER 2015 MINNESOTA ACCESSIBILITY CODE, TABLE 1106.1 TOTAL PARKING SPACES REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES REQUIRED 51 to 75 (3) INCLUDING (1) VAN -ACCESSIBLE SPACE SECTION 1106.5 -VAN SPACES. FOR EVERY SIX OR FRACTION OF SIX ACCESSIBLE PARKING SPACES, AT LEAST ONE SHALL BE A VAN -ACCESSIBLE PARKING SPACE. DEPRESSED CURB FOR SNOW STACKING \ \ \ � __/// DEPRESSED CURB FOR \I A� AC GAS METER LOCATION®o 009'-0" WIDE HISTORIC - ®- — - \\ \ VEHICLE DRIVEWAY _� —----------------—---------------�-- \— --� -- — — — I - — — — — — I I\ — — — — \ \ \\ — — — — — — — — — — — — — — — — — — ---_____----_-----_-----__---- --�=� --- ��_-------- --- --_-- \ \ \ �__-____ \ CONNECTION TO \ EXISTING SIDEWALK \ \ o CHELSEA ROAD \ \ I \ \ (1) VAN + (2) CAR ACCESSIBLE PARKING SPACES WITH 8'-0" AISLES ARCHITECTURAL SITE PLAN v 1„ = 30'-0„ co V CDN N PLAN NORTH 9 2 01] rr LU ¢ Irl o U) 7 M L M V U z- Z Z aM J�p� I`I a�iY LLJ� � W O C� 2 r K LOo c I,(f 2d2 M o 0 (0 L0 LUC.0 z z Ixrn p0o mY � M � eo zm0°� a2NO LL �ac,z o T U C (6 E O U as N C a� n E C: 4:- a) R 20o 0 ca a- W m MN Q m Q X s Ncc >N CU oa) R aF, `o ? o U �Q r�CL � 3 ¢ a r v Z ao m ai a`� a a) Z O Q CV M W Q oLo — Q C/) 0 0_j W J J W J = W vc) �o V 2 — F_ Z O M L This document is by Brunton Architects & gineers and contains privileged and nfidential information intended for use by Architects & Engineers personnel only. 3ment y disclosure or distribution of this or information contained herein, without prior written consent of Pru:non Architects & Engineers, is prohibited. © ALL RIGHTS RESERVED �EVISION: D A 8410-1 Date: 12-05-2018 1 Checked: 0 Manager: MHA Ut Status: PROGRESS SET ftitle: 'ARCHITECTURAL SITE PLAN & SECTION 1=21 LANDSCAPING REQUIREMENTS:2 CDw MAI �,� CITY OF MONTICELLO ZONING ORDINANCE TABLE 4-4 LU � ■, r ` "' = P" 14.0 ACI OF CANOPY TREES INCLUDING AT LEAST 2 EVERGREEN TREES PER LO/ y 0 ko CIVIC & INSTITUTIONAL USES ( ) � z - ACRE + AT LEAST 1 SHRUB PER EACH 10 FEET OF A BUILDING PERIMETER o l W a REQUIREMENTS BUILDINGMIN # OF REQUIRED # OF '- .�'- -� ' =-• * � ,- tiLOT SIZE LOT PERIMETER REQUIRED ACI PERIMETER EVERGREENS SHRUBS 2 (�] (FACING RIGHT -OF -WAV) co v _d •T. •fir 3 ACRES 1,476 LF 230 LF 42 6 23 o L° i z LU PROVIDED 01 C6 ° CO ORNIMENTAL EVERGREEN z M _ SHADE TREES TREES TREES ACI # OF SHRUBS Z o m L 9 (@ 2") 2 (@ 1.5") 11 (@ 2,) 43" 23 � � a LO N z - 1. SHADE TREES SHALL HAVE A MIN. TRUNK SIZE OF 2 INCHES (MEASURED 6 ABOVE THE ESTABLISHED GRADE LEVEL. 2. EVERGREENS SHALL HAVE A MINIMUM HEIGHT OF 6-0" F—„� " BLACK HILLS SPRUCE � AUTUMN BRILLIANCE � SPRING SNOW CRAB � NORTHWOOD RED MAPLE � ARBORVITAE HOLMSTRUP F NEARLY WILD ROSE 3 ORNAESTABLISHEDMENTAL TREES SHALL HAVE A MIN. TRUNK SIZE OF 1.5 INCHES (MEASURED 6" ABOVE THE '" " G 4. WHEN FEWER THAN 20 TREES ARE REQUIRED ON SITE, AT LEAST 2 DIFFERENT SPECIES SHALL BE a) UTILIZED, IN ROUGHLY EQUAL PROPORTIONS. o N CD a U C aS ECU O N ... 3 to 0 20 Cl) C14 CU CID •• - ,r ti - s ca c ti ter. ' y,ri'•►. ' . _ I \ \ \ T 3 U ? o Ja r 2 a) Z I A A a) o 0 m ` co D A (2) \ ° ° L o ---- --- -- ? • v D jr • S 1 Y� _ �(5) \\ \\ \ CARADONNA SAGE JAPANESES RED BARBERRY ANNABELLE HYDRANGEA KARL FOERSTER GRASS \ \ \ 7 ■ /' 0 (3)—\ I A s \ \ _•3�'�. c. 1 a © (5) \\ K (3) V A\ 'DIV\ G ,� \ CO +�\ LO r` �(1) H 2 \ B UU C) LO Q EEI` (3) \\ Cw 0 LLJ L LU SEDUM "AUTUMN JOY" M PARDON ME DAYLILY N WHITE SWAN CONEFLOWER P [ K STELLA DE ORO DAYLILY ] ®' \ (1 \\ J U U \ Ii1 0 PLANT MATERIALS KEY �- _ _ _ _ _ v (3G v v vv V (2)/ ho (8) \ B MAX MAX G J K (3) P (5) \ \\ TYPE QTY COMMON NAME BOTANICAL NAME SIZE HEIGHT SPREAD DESCRIPTION NOTES (6) (5) (3)°Z A 11 BLACK HILLS SPRUCE PICEA GLAUGA'BLACK HILLS' 6 FT 25-30 FT 10-15 FT EVERGREEN TREE '*.** _ P (5) \C O \ J B 4 AUTUMN BRILLIANCE AMELANCHIER X GRANDIFLORA'AUTUMN 2 CALIPER 20-25 FT 20-25 FT SHADE TREE 0 K G K F(1) M\ (14) (3) © BRILLIANCE' INCHES(5) (8) (4) \ M (1 1 C 2 SPRING SNOW CRAB MALUS "SPRING SNOW" 1.5 CALIPER 25 FT 15 FT ORNAMENTAL TREE( 14) INCHES \ \ \ D 5 NORTHWOOD RED MAPLE ACER RUBRUM'NORTHWOOD' 2 CALIPER 50 FT 40 FT SHADE TREE — — — — — — — - \ — — — — — —1 ff INCHES \ PROPERTY LINE \ \ \ a E 8 ARBORVITAE HOLMSTRUP THUJA OCCIDENTALIS'HOLMSTRUP' 2 FT 5-10 FT 3 FT EVERGREEN SHRUB \\ \\ This document is on Brunton Architects & _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _\ _ _ gineers and contains privileged and F 4 NEARLY WILD ROSE ROSA'NEARLY WILD' #2 2-3 FT 3-4 FT ROSE SHRUB — — — — — \ \\ — — — — — — — — — — — - nfidential information intended for use by \ \ \ Architects & Engineers personnel only. G 30 CARADONNA SAGE SALVIA X SYLVESTRIS'CARADONNA' #2 30 IN 241N ORNAMENTAL \ \ ny disclosure anon contain of this GRASS \ � \ \\ ment or information contained herein, \ \ \ without prior written consent of \run o H 6 JAPANESES RED BARBERRY BERBERS THUNBERGII #2 4-6 FT 3-4 FT SHRUB n Architects & Engineers, is prohibited. \\ \ \\ J 10 ANNABELLE HYDRANGEA HYDRANGEA ARBORESCENS #2 4 FT 4 FT SHRUB o CHELSEA ROAD ©ALL RIGHTS RESERVED \ \\ \ O X EVI ALL RI K 24 KARL FOERSTER GRASS CALAMAGROSTIS ACUTIFLORA #1 2-3 FT 18" ORNAMENTAL \\ \ \ GRASS \ \ L 15 SEDUM "AUTUMN JOY" SEDUM "AUTUMN JOY" #1 241N 24" PERENNIAL M 24 PARDON ME DAYLILY HEM EROCALLIS'PARDON ME' #1 12" 18" PERENNIAL N 10 WHITE SWAN CONEFLOWER ECHINACEA PURPUREA'WHITE SWAN' #1 2 FT 241N PERENNIAL \\ \ \ P 25 STELLA DE ORA DAYLILY HEMEROCALLI S 'STELLA D'ORO' #1 18-24" 12-16" PERENNIAL � — — — � — — — — �\ � — — � — — — — — — — * MIN 2" CALIPER AS MEASURED SIX INCHES ABOVE THE ESTABLISHED GRADE LEVEL. \\ ® \ \\ 18410-1 Date: 12-05-2018 \ \ \ NOTES: ?�, ot Manager: MHA Checked: \ I\ 1. LANDSCAPING CONTRACTOR TO VERIFY/MARK ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. \\ 2. ROUGH GRADING/TOP SOIL MINIMUM DEPTH OF 3". SOD AREAS TO BE GRADED WITHIN 1 1/2" OF FINISH GRADE. PLANTING BEDS TO BE GRADED WITHIN 3" OF FINISH GRADE. \ \\ US'at' PROGRESS SET 3. LANDSCAPE CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS. \ \ 4. ALL PLATING MATERIAL SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK." MUST MEET MINIMUM SIZE INDICATED \ \ IN THE ABOVE SCHEDULE. \ LANDSCAPE 5. SOD SHALL BE NURSERY GROWN BLEND OF IMPROVED KENTUCKY BLUEGRASS FREE OF INSECTS, DISEASE, WEEDS, UNDESIRABLE GRASSES AND EXTRANEOUS MATERIAL. CONTRACTOR TO \ � WATER SOD AT TIME OF INSTALLATION AND ROLL TO A SMOOTH SURFACE. STAKE SOD ALL SLOPES OF GREATER THAN 3:1. 6. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANT STOCK AND SOD UNTIL ACCEPTANCE OF WORK BY ARCHITECT OR OWNER. PLAN 'PLAN ` 7. LANDSCAPE CONTRACTOR TO GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER COMPLETION AND ACCEPTANCE BY ARCHITECT OR OWNER NORTH ` AND AGREE TO REPLACE/REMOVE AT NO COST TO OWNER ALL PLANT MATERIAL DETERMINED TO UNSATISFACTORY BY ARCHITECT OR OWNER AT THE TIME OF INSTALLATION AND/OR END OF GUARANTEE PERIOD. LANDSCAPING PLAN 8. CONTRACTOR SHALL BE RESPONSIBLE TO RE -SOD ANY DISTURBED AREAS DURING CONSTRUCTION 11"=30'-O" ti 1=41 a co 2 66 co N N EXTERIOR FINISHES SPECIFICATIONS PRECAST - EXPOSED AGGREGATE PRECAST - SMOOTH (REVEAL) PRECAST -SANDBLASTED PRECAST - VERTICAL RIBBED PREFINISHED MTL. BLACK ALUMINUM STORFRONT BLACK ANODIZED EXTERIOR ELEVATION NOTES: 1. DO NOT SCALE DRAWINGS. DRAWINGS ARE DIAGRAMMATIC ONLY, REPORT DISCREPANCIES TO BRUNTON ARCHITECTS AND ENGINEERS. 2. SEE OTHER BUILDING ELEVATIONS FOR MATERIAL NOT LABELED. CNORTH EXTERIOR ELEVATION 118" =1'-0" PRECAST APP BAYS 122'-0" CSOUTH EXTERIOR ELEVATION 3 118" =1'-0.1 r4 1 Al -63 :CAST B APP BAYS 122'-0" FIRST FLOOR 100'-0" TOP OF FOOTING 96'-0" TOP OF PRECAST 128'- 0" LOW ROOF 115'- 0" FIRST FLOOR 100'-0" TOP OF FOOTING 96'-0" 2 fo Q C) L 0 0 M z � M v f� :M U ��z- Nrn coZ Z J.O� (L Y a wo0 00Lo -6 r z o c lfJ �a2 M C> 0 0 ll rn0,'6'2Z'2 _ r` Q o ,62,OM c� 4J Ix Z Lo 00 t a2N O LL �aNZ `o°2 T E T N co a 0 a U C RS E o U at N Q — O t0 W < o`o Lq t 2 o ca Q� M M N a (U jp to K s N c c W >.C4 Q: = O k co 0 o v� �o U n 75 Z a v a r m Z m C a ro ai Otf 0 Z O a W < o`o Lq Q� 77Q 75 LL (U jp OJ W J J W J = W v� �o V 75 Z O Im U N O a` This document is by Brunton Architects & gineers and contains privileged and nfidential information intended for use by Architects & Engineers personnel only. 3ment y disclosure or distribution of this or information contained herein, without prior written consent of Pru:non Architects & Engineers, is prohibited. ©ALL RIGHTS RESERVED �EVISION: A 8410-1 Date: 12-05-2018 Checked: Ot Manager: MHA UtStat' PROGRESS SET IEXTERIOR ELEVATIONS qk2=1 1 EQ EQ r I /I O 3 00 FIRE DEPARTMENT DETAIL - APPARATUS BAY MFD SIGN (SOUTH ELEVATION) 3j 318" = 1'-0" C, DETAIL - CITY OF MONTICELLO FIRE DEPARTMENT LOGO SIGN 4 318" = 1'-0" DETAIL - MAIN ENTRANCE LOGO SIGN 5 318" = 1'-0" /�1'-3" 12" HIGH PREFINISHED ALUM. LETTERS DETAIL - APPARATUS BAY NUMBER SIGN 6 318" = 1'-0" 1'-3" EXTERIOR FINISHES SPECIFICATIONS PRECAST - EXPOSED AGGREGATE PRECAST - SMOOTH (REVEAL) PRECAST -SANDBLASTED PRECAST - VERTICAL RIBBED PREFINISHED MTL. ALUMINUM STORFRONT M L K H G E11 PREFINISHED ALUMINUM LETTERS, FINAL DESIGN T.B.D. LOW ROOF 115'- 0" CEAST EXTERIOR ELEVATION 1/8"=11.0.1 TOP OF PRECAST ki 128'- 0" 1 1 2 1 A312 A513 A513 A3-11 CITY OF MONTICELLO FIRE STATION BLACK BLACK ANODIZED D EXTERIOR ELEVATION NOTES: 1. DO NOT SCALE DRAWINGS. DRAWINGS ARE DIAGRAMMATIC ONLY, REPORT DISCREPANCIES TO BRUNTON ARCHITECTS AND ENGINEERS. 2. SEE OTHER BUILDING ELEVATIONS FOR MATERIAL NOT LABELED. C B A O OB O D O o O O OL OM 1 2 1 A3-11 A5-13 A3-12 I I I I I I I I I C2 WEST EXTERIOR ELEVATION 1/8"=11.0.1 TOP OF PRECAST 128'-0" FIRST FLOOR 100'-0" TOP OF FOOTING 96'-0" PRECAST a_APP BAYS 122'-0" LOW ROOF 115' - 0" FIRST FLOOR 100' - 0" TOP OF FOOTING 96'- 0" ! ul 11 W 0 M M V Ir Inj M 4Jz- Nrn �z Z JP'�O2 (L Y a W wo0 o t71 z�a) oc M C> 0 L0 Wz `0 .''2 , Q o I00 OM c� z Lo CO a=N O d N Z T E Eco T N o a m U C R -�Eo U CU n C �ECF R� -22> a� o M MN m o QcMOI X s N c c >N a o x co : 0 o U r � n 3 Q a r v Z a) o ca ai a`� a a) L � Z 0 a W < o`o Lq Q� 77<75 LL (U jp OJ W J J W J = W v� �o V 75 Z O M U N O a` This document is by Brunton Architects & 20 gineers and contains privileged and nfidential information intended for use by 5 Architects & Engineers personnel only. my disclosure or distribution of this ent or information contained herein, without prior written consent of Pr:unon Architects & Engineers, is prohibited. ©ALL RIGHTS RESERVED �EVISION: A 8410-1 Date: 12-05-2018 Zi Checked: Ot Manager: MHA UtStat' PROGRESS SET 'WwAdTifl� EXTERIOR IELEVATIONS 2-1 2 a 0 N v co V CDN rn N ® LOW ROOF _115' _0"_ EXTERIOR FINISHES SPECIFICATIONS PRECAST - EXPOSED AGGREGATE PRECAST - SMOOTH (REVEAL) PRECAST - SANDBLASTED PRECAST - VERTICAL RIBBED PREFINISHED MTL. BLACK ALUMINUM STORFRONT BLACK ANODIZED F EXTERIOR ELEVATION NOTES: 1. DO NOT SCALE DRAWINGS. DRAWINGS ARE DIAGRAMMATIC ONLY, REPORT DISCREPANCIES TO BRUNTON ARCHITECTS AND ENGINEERS. 2. SEE OTHER BUILDING ELEVATIONS FOR MATERIAL NOT LABELED. J J NORT11811=11-0HEAST EXTERIOR ELEVATION (4, 3D VIEW - MAIN ENTRANCE PERSPECTIVE 3 5 Al -63 Al -63 ' 3 _ 4.. A3-22 A3-11 j PARTIAL ENLARGED SOUTHWEST EXTERIOR ELEVATION 'OP OF PRECAST AMW 128'- 0" SECOND FLOOR 114'- 0' /3 20 0 `+ PARTIAL ENLARGED SOUTHEAST EXTERIOR ELEVATION 2 114" =1'-0" TOP OF PRECAST 128'-0" PRECAST @ APP BAYS 122'-0" SECOND FLOOR 114'-0" FIRST FLOOR 100'-0" TOP OF FOOTING 96'-0" TOP OF PRECAST 128'-0" SECOND FLOOR 114'-0" _FIRST FLOOR 100'-0" 2 01 Q Irl o U) t�] o 7 M L M v f� 'M U -z Z lid aM aiY LLIO C Wb0 r Z LO o c L{J �aL M o 0 IIII11 0 L0 -Z Z Ix.'2 °r' Q o O m 0 0o (0 U im Y o ZLom-r- jjr a 2 N O LL �ac�z o IMP T E T N o co U C � O E O U N to C c i:- a) 2 200 0 as >+ a O m MN � � m O Q C") co X L d c c >N az a) X a m a aa) L U Cn Of r-) Z 0 Q CV C) M W oLo Q G LL C/) 0 OJ W J J W J = W vc) �o V 7�; F_ Z 0 M U a) O a` This document is by Brunton Architects & glneers sand contains privileged and nfidential information intended for use by Architects & Engineers personnel only. 0ny disclosure or distribution of this ment or information contained herein, without prior written consent of Pamon Architects & Engineers, is prohibited. ©ALL RIGHTS RESERVED �EVISION: D A 84101 Date: 12-05-2018 n: Checked: t Manager: MHA Ut Status: PROGRESS SET itle: ft-XTERIOR ELEVATIONS 2-1 3 AC a C%4 0 N N 00 0 N N r Monticello Fire TYP SYMBOL AA Station (188098) LUMINAIRE SCHEDULE DESCRIPTION LAMP LUMENS Cree Inc OSQ-A-xx-3ME-K-40K-ULxxxxx CONFIGURED FROM OSQ-A-x 18339 Cree OSQ Series Area Luminaire MOUNTING/BALLAST LLF QTY 0.95 5 + + + + + + + + + + + + + + + + + + + + +1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 001 001 002 003 004 006 009 013 021 030 027 040 062 079 087 086 079 060 040 033 0,371 030 025 022 020 018 016 014 014 014 015 015 014 013 010 008 006 004 003 002 002 001 001 001 001 000 000 000 000 000 000 000 000 000 000 000 + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + �_-+--+__+--I--��_--+ + + + + + + + + + + 001 001 002 003 005 008 012 017 026 031 042 060 097 140 145 146 137 092 062 048 045��,Q 0-36-433-4-30-026-�2 _0,H-0�`.-0-27-Ir-026 024 --TIT 13 009 006 04 003 002 002 001 001 001 001 001 000 000 000 000 000 000 000 000 000 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 001 002 002 004 006 009 014 023 035 054 058 0.81 123 173 247 �30 069 058 056 057 052 043 034 030 030 033 040 046 043 035 025 018 013 009 006 004 003 002 002 001 001 001 001 001 000 000 000 000 000 000 000 000 0 01 0 02 0, 03 0 05 0 07 011 018 0 29 0 50 0.82 0.87 125 1.75 3 55 3 71 AF2 321 1.62 1.33 14 1.05 0.79 0.63 0.53 0.49 0,+50 0,+50 0.48 0.48 0.47 0.44 0,+40 0.38 0.38 0.34 0127 021 015 010 0,+07 0,+05 0,+04 0,+03 0,+02 0 01 0 01 0 01 0 01 0 01 0,100 0,100 0,100 0,100 0,100 0,100 0,100 + + + + + + + + + + ++ + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0,02 0,03 0,04 0,06 0,09 014 0,23 0,38 0,62 0,99 116 X201 289 404 3.33 368 3.92 285 2,03 1, 4\ 1280 1 95 0,82 0,74 0,69 0,66 0,62 0,70 0,66 0,59 0,59 0,58 0,54 0,48 0,38 0,36 0,34 0,23 016 011 0,07 0,05 0,04 0,03 0,02 0 01 0 01 0 01 0 01 0 01 0 01 0,00 0,00 0,00 0,00 0,00 0,03 0,04 0,06 0,08 012 017 0,27 0,44 0,69 1.14 1.44 1,89 2,24 2,50 2,44 2,50 2,46 2,32 2,06 165 49 131 128 123 117 111 0,96 0,69 0 71 0,97 104 104 0,99 0,00 0,65 0,42 0,30 0,32 0,22 015 010 0,07 0,05 0,04 0,03 0,02 0,02 0 01 0 01 0 01 0 01 0 01 0 01 0,00 0,00 0,00 + + + + + + + + + + + + t + - + + + + + + UTILITY TRANSFORMER - + + + + + + + + + + + + + + + + + + + + + + O J3 0 J1 0.06 0.09 0.13 0.19 G39 0� 0.76 �u7 ��u _ 1+ -P' 124 2�0 2,71 2,� 2 51 2117 1.01 1�6� 68 191 1�+ 182 134 128 I, 1,6U 1,46 U,96 0,62 0,45 0,36 0,28 0,20 013 0,09 0,06 0,05 0,04 0,03 0,02 0,02 0 01 0 01 0 01 0 01 0 01 0 01 0,00 0,00 C.T. 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Phillips Ave. Sioux Falls, SD 57104 W W0 M S? r �nI rn co Z Z N w 0 m J CL M C W W o (D o Z U o c �aU co W `� Z ">M I '�Z6 Q CT W M Y CO C Q 0O a Z LOU-) LL rL N dZ O T N O 2 O N U `O O v/ ♦ 0 r N t o o a - N LLQ LU � N O Zw 'N J J I W O. 2 = T d v0 Co w Z Z 76 Z O Q � C14 v/ ♦ 0 W o LM `f' LLQ LU q OLU J J I W J = W v0 Co Z r•� 0 CL Z This document is by Brunton Architects & Engineers and contains privileged and confidential information intended for use by O Brunton Architects & Engineers personnel only. Any disclosure or distribution of this document or information contained herein, without prior written consent of Brunton Architects & Engineers, is prohibited. © ALL RIGHTS RESERVED V11) REVISION: ce F LA ZNo.: 118098 Date: 12-04-18 ODrawn: MCH Checked: KEL VProject Manager: KEL Project Status: PROGRESS SET IneSheet Title: O SITE LL PHOTOMETRIC PLAN O Sheet No.: (605) 335-3720 Fax 335-ei@ z SPPM1 E-mail acei@aceinet.com OSQ Series OSQTM LED Area/Flood Luminaire - Medium Product Description DA Mount The OSQTM Area/Flood luminaire blends extreme optical control, advanced thermal management and modern, clean aesthetics. Built to last, the housing is rugged cast aluminum with an integral, weathertight LED driver compartment. Versatile mounting configurations offer simple installation. Its slim, low -profile design minimizes wind load requirements and blends seamlessly into the site providing even, quality illumination. The 'B' Input power designator is a suitable upgrade for . HID applications up to 250 Watt, and the 'K' Input power designator is a suitable upgrade for HID applications up to 400 Watt. Applications: Parking lots, walkways, campuses, car dealerships, office complexes, and = 25.0" I� internal roadways (635mm) Performance Summary NanoOptic® Precision Delivery GridTM optic Assembled in the U.S.A. of U.S. and imported parts Initial Delivered Lumens: Up to 17,291 Efficacy: Up to 136 LPW CRI: Minimum 70 CRI CCT: 3000K (+/- 300K), 4000K (+/- 300K), 5700K (+/- 500KI Limited Warranty+: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish t See http://Lighting.cree.com/warranty for warranty terms Accessories Field -Installed A Backlight Shield Hand -Held Remote OSQ-BLSMF XA-SENSREM - Front facing optics - For successful implementation of the programmable multi-level option, OSQ-BLSMR a minimum of one hand-held remote is required - Rotated optics Black Ordering Information Fully assembled Luminaire is composed of two components that must be ordered separately Example: Mount: OSQ-AASV+ Luminaire: OSQ-A-NM-2ME-B-40K-UL-SV Mount (Luminaire must be ordered separately)* OSQ- OSQ-AA Adjustable Arm Color Options: SV Silver BZ Bronze 050 -DA Direct Arm BK Black WH White * Reference EPA and pole configuration suitability data beginning on page 7 Luminaire (Mount must be ordered separately) 19.0" (482mm) 8.1 " --)- 206mm) 3.1" (79mm) - NEMA® Photocell Receptacle location (ordered as an option) 197mm1 (122mm) T Weight 26.5 tbs. (12kg) Oso A NM UL BK DIM 0-10V Dimming No Mount 2ME* 4ME* 86W 3000K Input Black - Control by others Color Type IV Product Version Mounting Optic Power CCT Voltage Options Options 4000K UH Bronze Designator 3ME* Z 57K Oso A NM Asymmetric B 30K UL BK DIM 0-10V Dimming No Mount 2ME* 4ME* 86W 3000K Universal Black - Control by others Type II Type IV K 40K 120-277V BZ - Refer to Dimmina spec sheet for Medium Medium 130W 4000K UH Bronze details 3ME* Z 57K Universal sV - Can't exceed wattage of specified Type III 53W 5700K 347-480V Silver input power designator Medium -Available WH F Fuse with B & K White - When code dictates fusing, use time Input Power delay fuse Symmetric Designators - Available for U.S. applications only 5ME 25D only PML Programmable Multi -Level, Type V 25° Flood up to 40' Mounting Height Medium 40D - Refer to PML soec sheet for details 5SH 40* Flood - Intended for downlight applications Type V 60D at 0° tilt Short 60° Flood PML2 Programmable Multi -Level, 10-30' WSN Mounting Height Wide Sign - Refer to PML spec sheet for details 15D - Intended for downlight applications 15° Flood at 0° tilt * Available with Backlight Shield when ordered with field -installed accessory [see table above) CL US M ® rte/, n US: lighting.cree.com T (800) 236-6800 F (262) 504-5415 Rev. Date: V16 08/13/2018 Canada: www.cree.com/canada 09/06/05/04/03/02/01 Field Adjustable Output - Must select Q9, Q6, 05, Q4, Q3, Q2, or Q1 - Offers full range adlustability - Refer to pages 9-10 for power and lumen values - Available with B & K Input Power Designators only R NEMA® Photocell Receptacle - Intended for downlight applications with maximum 45° tilt - 3 -pin receptacle per ANSI C136.10 - Photocell and shorting cap by others RL Rotate Left - LED and optic are rotated to the left - Refer to RR/RL configuration diagram on page 2 for optic directionality RR Rotate Right - LED and optic are rotated to the right - Refer to RR/RL configuration diagram on page 2 for optic directionality CREE0'r' T, 1 T (800) 473-1234 F (8001890-7507 OSQTM LED Area/Flood Luminaire - Medium Product Specifications CONSTRUCTION & MATERIALS • Slim, low profile design minimizes wind load requirements • Luminaire housing is rugged die cast aluminum with an integral, weathertight LED driver compartment and high performance heat sink • Convenient interlocking mounting method on direct arm mount. Mounting adaptor is rugged die cast aluminum and mounts to 3-6" (76-152mm) square or round pole, secured by two 5/16-18 UNC bolts spaced on 2" (51 mm) centers • Mounting for the adjustable arm mount adaptor is rugged die cast aluminum and mounts to 2" (51 mm) IP, 2.375' (60mm) O.D. tenon • Adjustable arm mount can be adjusted 180° in 2.5° increments • Designed for uptight and downlight applications • Exclusive Colorfast DeltaGuard® finish features an E -Coat epoxy primer with an ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Silver, bronze, black, and white are available • Weight: 26.5 lbs. (12kg) ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral 10kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current • 1 O Source Current: 0.15mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Enclosure rated IP66 per IEC 60529 when ordered without R option • Consult factory for CE Certified products • Certified to ANSI C136.31-2001, 3G bridge and overpass vibration standards • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15 , Subpart B, Class A standards for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • DLC and DLC Premium qualified versions available. Some exceptions apply. Please refer to https://www.designLights.org/search/ for most current information • RoHS compliant. Consult factory for additional details • Dark Sky Friendly, IDA Approved when ordered with 30K CCT. Please refer to http://darksky.org/fsa/fsa-products/ for most current information AA Mount Weight 26.5 lbs. (12kg1 Electrical Data' Total Current (A) Input Power System Watts Designator 120-480V 120V 208V 240V 277V 347V 480V B 86 0.73 10.43 0.37 0.32 0.25 0.19 K 1 130 1 1.09 1 0.65 0.56 0.49 0.38 0.28 Z 153" 10.46 0.26 0.22 0.19 N/A N/A Electrical data at 25°C 177°F). Actual wattage may differ by -/- 10%when operating between 120-480V+/-10% "Available with ULvoftage only OSO Series Ambient Adjusted Lumen Maintenance' 25K hr 50K hr 75K hr 100K hr Ambient Optic Initial Projected' Projected Projected 2/ Projected2/ LMF LMF LMF Calculated Calculated LMF LMF Asymmetric 1.04 1.02 1.01 1.00' 0.993 5°C (41 °FI Symmetric 1.05 1.04 1.03 1.03' 1.022 10°C Asymmetric 1.03 1.01 1.00 0.99' 0.98' (50°F) Symmetric 1.04 1.03 1.02 1.01' 1.002 15°C Asymmetric 1.02 1.00 0.99 0.98' (59°F) Symmetric 1.02 1.02 1.01 1.00' 0.99, 20°C Asymmetric 1.01 0.99 0.98 0.97' 0.96' (68°F) Symmetric 1.01 1.01 1.00 0.99' 0.981 25°C Asymmetric 1.00 0.98 0.97 0.96' 0.953 (77°FI Symmetric 1.00 0.99 0.98 0.98' 0.972 Lumen maintenance values at 25°C (77°F) are calculated per TM -21 based on LM -80 data and in-situ luminaire testing. Luminaire ambient ,tee,factors ILATFI have been applied to all lumen maintenance factors. Please refer to the Temperature Zane Referenerce Document for outdoor average nighttime ambient conditions. ' In accordance with IESNA TM -21-11, Projected Values represent interpolated value based on time durations that are within six times 16XI the IESNA LM -80-08 total test duration (in hours) for the device under testing RDUTI i.e. the packaged LED chip) ' In accordance with IESNA TM -21-11, Calculated Values represent time durations that exceed six times 16X1 the IESNA LM -80-08 total test duration lin hours) for the device under testing IIDUTI i.e. the packaged LED chip) Receptacle location (ordered as an option) W 3.8" c J (97mm) US: lighting.cree.com T (800) 236-6800 F (2621504-5415 Canada: www.cree.com/canada CREE'ar"T. T (8001473-1234 F (8001890-7507 OSQTM LED Area/Flood Luminaire - Medium Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://lighting.cree.com/products/outdoor/area/osq-series 2ME ao•�[I n raanla ° Imax,m,mca e°pI RESTL Test Report p: PLOB877-001 OSQ-A-**-2M E -B -30K -U L Initial Delivered Lumens: 10,381 �u�ll na ax,m�m as epo�'� CESTL Test Report q: PL07700-001A OSQ-A-**-2ME-U-57K-UL w/OSQ-BLSLF Initial Delivered Lumens: 22,822 3ME 3p°�[I Fonzonla g Imax,mum ca paver RESTL Test Reportp: PLOB876-001A OSQ-A-* *-3 M E -B-30 K -U L Initial Delivered Lumens: 10,421 Q,nzaala a °ammax1 1pl, ° h CESTL Test Report #: PL07699-001 A OSO-A-**-3ME-U-57K-UL w/OSQ-BLSLF Initial Delivered Lumens: 23,601 OSQ-A-**-2M E -B -40K -UL Mounting Height: 25' (7.6m1 A.F.G. Initial Delivered Lumens: 11,424 Initial FC at grade 120 106 80 60' 40' 20' 0' 2D' 4D' 60 80'100 120' aJS 60 i ID 244 ,5 183 40 l -1 102 61 2° - m 0. LURE LIN _ 61 o' I 122 60' I 183 ,80, I I b6 mos b 30.5 24.4 1fl3 121 AI Om Al 123 183 24.4 30.5 366 oozNon of v�acalpplane OSQ-A-**-2ME-B-40K-UL w/OSQ-BLSMF Mounting Height: 25'(7.6m) A.F.G. Initial Delivered Lumens: 8,779 Initial FC at grade 120 100 80' 60' 40' 20' 0' 20' 40' 60' 80'100 120 1 305 8c 60' b 1&3 LO' �_ - 12.2 z0' 1f 6, 20' :URB LINE\\ - 61 40 / 122 60' \ ifl3 e0' zab m' as 366 3]5 246 1&3 122 61 Qn 61 122 1fl3 L 30.5 366 PosiOono vert,cal plane of maximum candlepower OSQ-A-**-3ME-B-40K-UL Mounting Height: 25'(7.6m) A.F.G. Initial Delivered Lumens: 11,424 Initial FC at grade 120 IM 80' 60' 40' 20' 0' 20' 40' 60' 80' 110 120 100' aas 80' I 60° 266 60' I 1. LO' I 12.2 Si I 61 20' ILURa LINE - 61 122 6°'I= l ,B3 80' I 246 100' I 366 3] 5 24.4 183 122 61 Om 61 122 183/266 3] 5 3A6 OSQ-A-**-31vIE-B-40K-UL w/OSQ-BLSMF Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 9,019 Initial FC at grade Type II Medium Distribution BUG BUG 3000K 4000K Power 5700K Input BUG BUG Designator BUG Power Initial Initial Ratings" Ratings" Initial Ratings" Designator Delivered Delivered Per TM 15 11 Delivered Per Lumens' Lumens' 8,251 B2 UO 62 8,779 Lumens' 8,950 TM -15-11 TM -15- 12,312 132 UO G2 13,032 TM -15-11 TM -15-11 B 10,738 B2 UO 62 11,424 B2 UO G2 11,648 B2 UO G2 K 16,022 B3 UO G3 16,959 B3 UO 33 17,291 B3 UO G3 2 6,481 B2 UO G1 6,896 B2 UO 01 7,031 B2 UO G1 * Initial delivered lumens at 25'C 177°FI. Actual production yield mayvary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: Valid with no tilt https://www.ies.org/wp-content/uploads/2017/03/TM-15-11 BUGRatingsAddendum.pdf. Valid with no tilt Type II Medium w/BLS Distribution 3000K 4000K 5700K Input BUG BUG BUG Power Initial Initial Initial BUG Designator Delivered Ratings" Delivered Ratings" Delivered Ratings" Ratings" Lumens' TM 15 11 Lumens* TM 15 11 Lumens' TM 15 11 B 8,251 B2 UO 62 8,779 B2 UO G2 8,950 B2 UO 62 K 12,312 132 UO G2 13,032 B2 UO G2 13,286 B2 UO G2 Z 4,980 B1 UO 61 5,299 B1 UO 31 5,402 B1 UO Gi * Initial delivered lumens at 25'C (77°FI. Actual production yield mayvary between -10 and +10°/1 of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: and +10% of initial delivered https://-.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt Type III Medium Distribution 3000K 4000K 3000K 5700K Input BUG BUG Input BUG BUG Power Initial Initial Ratings" Ratings" Initial Ratings" Designator Delivered Delivered PerPer Ratings' Delivered Per Lumens' Lumens' Delivered Lumens' Delivered TM 15 11 TM 15 11 TM 15 11 B 10,738 B3 UO 63 11,424 B3 UO G3 11,648 B3 UO G3 K 16,022 B3 UO G3 16,959 B3 UO 33 17,291 B3 UO G3 2 6,481 B2 UO G2 6,896 B2 UO G2 7,031 B2 UO G2 * Initial delivered lumens at 25'C (77°FI. Actual production yield mayvary lumens between -10 and +10% of initial delivered ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: 2 5,117 B1 UO G1 5,444 https://-.ies.org/wp-content/uploads/2017/03/TM-15-11 BUGRatingsAddendum.pdf. Valid with no tilt Type III Medium w/BLS Distribution 3000K 4000K 5700K Input BUG BUG BUG Power Initial Ratings" Initial Ratings' nidal Ratings" Designator Delivered PerLumens' Delivered Per Delivered Per Lumens' Lumens' TM -15-11 TM -15-11 TM -15-11 B 8,477 B1 UO 62 9,019 B1 UO 02 9,196 B1 UO 62 K 12,649 B2 UO G2 13,389 B2 UO G2 13,650 B2 UO G2 2 5,117 B1 UO G1 5,444 B1 UO G1 5,551 B1 UO 01 * Initial delivered Lumens at 25°C (77°FI. Actual production yield mayvary between -10 and +10% of initial delivered Winners ** For more information on the IES BUG (Backlight -Uptight -Glare) Rating visit: https://www ies.org/wp-content/uploads/2017/03/-rM-15-11 BUGRatingsAddendum.pdf. Valid with no tilt CREE= US: lighting.cree.com T (800)236-6800 F (262)504-5415 Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 OSQTM LED Area/Flood Luminaire - Medium Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://lighting.cree.com/products/outdoor/area/osq-series 4ME RESTL Tes� orto#! PL08878-001 Aoas OSQ-A-**-4M E -B -30K -U L Initial Delivered Lumens: 10,230 CESTL Test Report #: PL07692-001A OSQ-A-**-4ME-U-57K-UL w/OSQ-BLSLF Initial Delivered Lumens: 22,793 5ME RESTL Test Report* PLO8534-001 B OSQ-A-**-5M E -B -40K -U L Initial Delivered Lumens: 10,519 5SH CESTL Test Report #: PL10754-001 A OSQ-A-**-5SH-U-40K-UL Initial Delivered Lumens: 25,679 US: lighting.cree.com 129 109 80 60' 40' 20' 0' 20' Q 60' 80' 1W 12P opt I 5° 80' 26.4 Type IV Medium Distribution BUG bo' 1. 4° 122 BUG bo'I IST 5 I lea 3000K 4000K Ratings" 5700K Ratings" 40' Iz2 Input P Initial BUG Initial BUG Initial BUG ° em wer Ratings" Ratings" Lumens' Ratings" cuaeuNE o. 6, Designator Delivered Delivered B1 UO 02 Delivered Per ,22 Lumens' LumensPer' B2 UO G2 Lumens' B2 UO G2 °. 60' 10a TM -15-11 Mf-15-11 TM-15-11r 5,402 TM -15-11 I I eo' 36.6 244 30.5 266 143 122 61 Om 61 121 18a 246 30.5 366 B 10,738 B2 UO 62 11,424 B2 UO G2 11,648 B2 UO G2 orma.,m�m<a�alea�. K 16,022 B3 UO G3 16,959 B3 UO 33 17,291 B3 UO G3 Valid with no tilt Z 6,481 B2 UO G2 6,896 B2 UO G2 7,031 B2 UO G2 OSQ-A-**-4ME-B-40K-UL nitial Ratings ings" 40' 2.2 I Designator Delivered PerRat Delivered Delivered PerRa Mounting Height: 25'17.6m) A.F.G. * Initial delivered lumens at 25°C 177°Fl. Actual production yield may vary between -10 and +10%of initial delivered Initial Delivered Lumens: 11,424 lumens K 15,909 B4 UO 63 16,897 B4 UO G3 17,191 B4 UO G3 Initial FC at grade ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: Mounting Height: 25' (7.6m) A.F.G. https;//www.ies.org/wp-content/uploads/2017/03/TM-15-11 BUGRatingsAddendum.pdf. Valid with no ti0t OSQ-A-**-4ME-B-40K-UL w/OSQ-BLSMF Mounting Height: 25'(7.6m) A.F.G. Initial Delivered Lumens: 8,779 Initial FC at grade Type IV Medium w/BLS Distribution 3000K 4000K 5700K Input BUG BUG bo' 1. 4° 122 BUG Power Initial Initial Ratings" Ratings" Initial Ratings" Designator Delivered Delivered PerDelivered bo' ,a * ._ 246 TM -15-11 Per _. i tart 366335 aaa ,ea,2z 61 0. 61 ,22 lea ua+f 3os a6b3°5 Lumens' TM 15 11 Lumens` TMr15 11 Lumens' TM 15 11 B 8,251 Bi UO G2 8,779 B1 UO 02 8,950 Bi UO 62 K 12,312 B2 UO G2 13,032 B2 UO G2 13,286 B2 UO G2 Z 4,980 Bi UO G1 5,299 B1 UO 01 5,402 Bi UO Gi * Initial delivered lumens at 25°C 177°FI. Actual production yield mayvary between -10 and +10% of initial delivered lumens ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit: 122 aoK2_ 61 2o. NA� https://-.ies.org/wp-content/uploads/2017/03/TM-15-11BUGRatingsAddendum.pdf. Valid with no tilt 60' 40' 20' 0' z0' 40' 60' 90� 'a35 Z, I m _ - - °'`1{r za6 Type V Medium Distribution bo' 1. 4° 122 3000K 4000K 5700K o, 9m Input BUG BUG BUG 20. CURBLINE �_ 61 40. 12,2 Power Initial Initial Designator Delivered ParRatings" Delivered Lumens` Lumens' Initial Ratings" Palings" Delivered Per Lumens' bo' ,a * ._ 246 TM -15-11 TM -15-11 TM -15-11 _. i tart 366335 aaa ,ea,2z 61 0. 61 ,22 lea ua+f 3os a6b3°5 B 10,232 B4 UO G3 10,867 B4 UO 33 11,056 B4 UO G3 e o.,e,on m.ldhlphn, ma='mum<a^ K 15,063 B4 UO G4 15,999 B4 UO 04 16,277 B4 UO G4 Z 5,257 B3 UO G3 6,086 B3 UO G3 6,192 B3 UO G3 OSQ-A-**-5ME-B-40K-UL Mounting Height: 25' (7.6m) A.F.G. * Initial delivered lumens at 25°C 177°FI. Actual production yield may vary between -10 and +10% of initial delivered Initial Delivered Lumens: 10,867 lumens Initial FC at grade ** For more information on the IES BUG (Backlight -Uptight -Glare) Rating visit: https://www.ies.org/wp-content/uptoads/2017/03/TM-15-11 BUGRatingsAddendum.pdf. Valid with no tilt 0 60' 9 e0' 60' 4 20' 0' 20 0 12930.5 leo I m Type V Short Distribution 122 aoK2_ 61 2o. NA� 3000K 4000K 5700K om Input BUG BUG BUG UBBLJE 5 o' Power Initial Initial nitial Ratings ings" 40' 2.2 I Designator Delivered PerRat Delivered Delivered PerRa 60' ,a, Lumens* Lumens' TM 15 11 Lumens' TM 15 11 Lumens' TM 15 11 wI6 335 ub tea 122 61 °m 61 122 1ea n4 ms 3663°5 B 10,806 B4 UO G2 11,478 B4 UO G2 11,678 B4 UO G2 o mznmo vea^w10p1zne m K 15,909 B4 UO 63 16,897 B4 UO G3 17,191 B4 UO G3 Z 5,552 133 UO Gi 6,428 B3 UO G2 6,539 B3 UO G2 OSQ-A-**-5SH-B-40K-UL Mounting Height: 25' (7.6m) A.F.G. * Initial delivered lumens at 25°C 177°FI. Actual production yield may vary between -10 and 10% of initial delivered Initial Delivered Lumens:11,478 lumens Initial FC at grade ** For more information on the IES BUG (Backlight -Uptight -Glare) Rating visit: https://www ies.org/wp-content/uploads/2017/03/-rM-15-11 BUGRatingsAddendum.pdf. Valid with no tilt CREE'... T (800( 236-6800 F (262( 504-5415 Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 OSQTM LED Area/Flood Luminaire - Medium Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://lighting.cree.com/products/outdoor/area/osq-series 150 CESTL Test Report #: PL07689-001A OSQ-A-**-15D-U-30K-UL Initial Delivered Lumens: 23,254 25D CESTL Test Report #: PL07687-001A OSQ-A-**-25D-U-30K-UL Initial Delivered Lumens: 23,265 40D CESTL Test Report #: PL07697-001A OSQ-A-**-40D-U-30K-UL Initial Delivered Lumens: 22,943 US: lighting.cree.com 2° ° 4° 6° °° 1°° 12° 14° 16° 15° Flood Distribution ° I I244 o1 1 3000K 4000K 5700K 1 6 Input Power Initial Initial Initial 16m Designator Delivered Delivered Delivered 1:: Lumens' Lumens' Lumens' 30 1 12 4 B 10,806 11,478 11,678 61 0m 61 122 133 244 305 366 42, 403 549 K 15,909 16,897 17,191 OSQ-A-**-15D-B-40K-UL Z 5,552 6,428 6,539 Mounting Height: 25'[7.6m] A.F.G., 60` Tilt * Initial delivered lumens at 25'C 177°FI. Actual production yield mayvary between -10 and +10% of initial delivered Initial Delivered Lumens: 11,478 lumens Initial FC at grade 2° 4° 6° 3° 1°° 12° 14° 16 111125° Flood Distribution '1 133 <01 244 3000K 4000K 5700K Input \�\ Power Initial Initial Initial ) I Designator Delivered Delivered Delivered Lumens' Lumens' Lumens' B 10,806 11,478 11,678 61 Om 6a 122 133 244 any 366 4z2 48A 549 K 15,909 16,897 17,191 OSQ-A-**-25D-B-40K-UL Z 5,552 6,428 6,539 Mounting Height: 25' (7.6m) A.F.G., 60° Tilt * Initial delivered lumens at 25°C 177°FI. Actual production yield may vary between -10 and +10% of initial delivered Initial Delivered Lumens: 11,478 lumens Initial FC at grade so 20 60 so 11)° 120 140 160 180-4 40° Flood Distribution 1122 --'\\ 3000K 4000K 5700K 16 1 Input Power Initial Initial Initial ly 6m Designator Delivered Delivered Delivered -I 112 Lumens' Lumens* Lumens' so 1 1 4 B 10,806 11,478 11,678 61 0m 61 122 133 264 305 366 42, 4°° 549 K 15,909 16,897 17,191 Z 5,552 6,428 6,539 OSQ-A-**-40D-B-40K-UL Mounting Height: 25' (7.6m) A.F.G., 60' Tilt * Initial delivered lumens at 25°C 177°FI. Actual production yield mayvary between -10 and +10% of initial delivered Initial Delivered Lumens: 11,478 lumens Initial FC at grade CREE= T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada T (8001473-1234 F (8001890-7507 OSQTM LED Area/Flood Luminaire - Medium Photometry All published luminaire photometric testing performed to IESNA LM -79-08 standards by a NVLAP accredited laboratory. To obtain an IES file specific to your project consult: http://lighting.cree.com/products/outdoor/area/osq-series 60D 15o, 12489 1 o 12489 M zl a 2D Lo Lo ,o\I za ,Lo 140 18D 7 120' 6 *201,2,0.. om z' 4 CESTL Test Report #: PL08100-001 B OSO-A-**-60D-B-30K-UL Initial Delivered Lumens: 10,079 WSN CESTL Test Report #: PL07695-001A OSO-A-**-WSN-U-30K-UL Initial Delivered Lumens: 23,116 US: lighting.cree.com OSO-A-**-60D-B-40K-UL Mounting Height: 25' 17.6m) A.F.G., 60° Tilt Initial Delivered Lumens: 11,478 Initial FC at grade 40 Now x 60 xtar 12014a' 16o iao' 366 ao'I 333 W,` \ 2" 60 \ 18.3 40' 122 p' I 61 20' I 61 4122 6a' ' 183 W ' ( 44 100' I 31.5 1A' I 366 122 6.1 Un 61 122 183 244 31.5 3664274&8 Y.9 OSO-A-**-WSN-B-40K-1JL Mounting Height: 25' [7.6m1 A.F.G., 60° Tilt Initial Delivered Lumens: 11,478 Initial FC at grade 60° Flood Distribution 3000K 4000K 5700K Input Power Initial Initial nidal Designator Delivered Delivered Delivered Lumens* Lumens* Lumens* B 10,806 11,478 11,678 K 15,909 16,897 17,191 Z 5,552 6,428 6,539 *Initial delivered lumens at 25°C 177°FI. Actual production yield mayvary between -10 and +10% of initial delivered lumens Wide Sign Distribution 3000K 4000K 5700K Input Power Initial Initial Initial Designator Delivered Delivered Delivered Lumens* Lumens' Lumens* B 10,806 11,478 11,678 K 15,909 16,897 17,191 Z 5,552 6,428 6,539 * Initial delivered lumens at 25°C 177°FI. Actual production yield mayvary between -10 and +10% of initial delivered lumens CREE= T (800( 236-6800 F (262( 504-5415 Canada: www.cree.com/canada T (800( 473-1234 F (800) 890-7507 OSQTM LED Area/Flood Luminaire - Medium Luminaire EPA Fixed Arm Mount - OSQ-DA Weight: 26.5 Lbs. (12kg) Single 2 2 1800 2 2 90' 3 2 9o' 3 2 120° 4 2 90' -■ ■-■ I? or 0% ■ 0.74 1.48 1.19 1.93 1.63 2.38 Adjustable Arm Mount - OSQ-AA Weight: 26.5 Lbs. (12kg1 1.48 1.19 1.93 1.63 3.33 Single 22180' 2290' 3290' 32120° 32180° 42180' 4290' Tenon Configuration (0'-80' Tilt); If used with Cree tenons, please add tenon EPA with Luminaire EPA 0.75 -M 09--. 0% .1. Y 2.15 memo 5.84 PB -1A'; PT -1; PW- PB -2A*; PB -2R2.375; 20' Tilt PB-4A*(90); 1A3** PD -2A4(1801; PB -2A*; PD -2A4(901; PB -3A*; PD -3A4(90); PB -3A*; PT -30201 PB -3A*; PB -3R2.375 PB-4A*(180) 1.86 PT -2(1801; PW -2A3** PT -2(901 PT -31901 5.31 7.32 3.72 PD -4A4(90); PT -4(90) 0* Tilt 0.74 1.48 1.19 1.93 1.63 3.33 4.66 2.38 10' Tilt 0.75 1.48 1.49 2.23 2.15 4.22 5.84 2.98 20' Tilt 1.12 1.48 1.86 2.60 2.85 5.31 7.32 3.72 30' Tilt 1.46 1.48 2.20 2.94 3.56 6.34 8.68 4.40 45' Tilt 1.96 1.96 2.69 3.43 4.54 7.83 10.68 5.38 60' Tilt 2.33 2.33 3.07 3.81 5.11 8.94 12.16 6.14 70' Tilt 2.49 2.49 3.23 3.97 5.11 9.43 12.80 6.46 80' Tilt 2.58 2.58 3.32 4.06 5.11 9.71 13.16 6.64 Tenon Configuration (90' Tilt); If used with Cree tenons, please add tenon EPA with Luminaire EPA PB -1 A*; PT -1; PW- F'B-1PD-2A4(1801; PB -2A*; PB -2R2.375; PT -2(1801; PW -2A3** PB -2A* PB -3A* PB -3A*; PT -3020) PB -3A*; PB -3R2.375 PB-4A*(180) PB-4A*(90); PB -4R2.375 90' Tilt 2.61 2.61 4.44 6.05 5.11 9.79 13.28 10.39 * Specify pole size: 313"), 414"), 5 [5"], or 616"I far single, double or triple luminaire orientation or 4 14"1, 5 [51, orb (6" I far quad luminaire orientation ** These EPA values must be multiplied by the following ratio: Fixture Mounting Height/Total Pole Height. Specify pole size: 3 13"), 4 14"), 5 15"), or 6 (6" I CREE= US: lighting.cree.com T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada T (800) 473-1234 F (8001890-7507 OSQTM LED Area/Flood Luminaire - Medium Tenon EPA Part Number EPA PB -1A* None PB -2A* 0.82 PB -3A* 1.52 PB-4A*(180) 2.22 PB-4A*(90) 1.11 PB -2R2.375 0.92 PB -3R2.375 1.62 PB -4R2.375 2.32 PD Series Tenons 0.09 PT Series Tenons 0.10 PW-lA3** 0.47 PW -2A3** 0.94 WM-2 0.08 WM-4 0.25 WM-DM None * Specify pole size: 313"). 414"), 515"], luminaire orientation or414" ), 5151, or 6(6'1 for single, double or triple or 6 (6" 1 for quad luminaire orientation ** These EPA values must be multiplied by the following ratio. Fixture Mounting Height/Total Pole Height. Specify pole size: 3 (31, 414"), 5 15"), or 6161 Direct Mount Configurations Tenons and Bracketsf (must specify colorl Square Internet Mount Vertical Tenons (Steel) Round External Mount Vertical Tenons (Steel) - Mounts to 3-6" (76-152mm) square aluminum or steel - Mounts to 2.375' (60mm) O.D. round aluminum or steel poles poles ortenons PB -1A* -Single PB-4A*190)-90*Quad PB -2R2.375 -Twin PB -4R2.375 -Quad PB-2A*-180°Twin PB-4A*(1801-180°Quad PB -3R2.375 -Triple PB -3A* - 180° Triple Round External Mount Horizontal Tenons (Aluminum) Square Internal Mount Horizontal Tenons (Aluminum) - Mounts to 2.375' (60mm) O.D. round aluminum or steel poles - Mounts to 4" (102mm) square aluminum or steel poles or tenons PD -2A4190) - 90° Twin PD -3A4190) - 90° Triple - Mounts to square pole with PB -1A* tenon PD -2A411801- 180° Twin PD -4A4[901- 90° Quad PT -1 - Single (Vertical] PT -3(901 - 90° Triple PT -2(901 - 90° Twin PT -3(1201 - 120° Triple Wall Mount Brackets PT -211801 - 180° Twin PT -4(901 - 90° Quad - Mounts to wall or roof N/A WM-2 - Horizontal for OSQ-AA mount Mid -Pole Bracket WM-4 - L -Shape for OSQ-AA mount - Mounts to square pole WM-DM - Plate for OSQ-DA mount PW-lA3** - Single PW -2A3** - Double ✓ Ground Mount Post N/A - For ground mounted flood luminaires 4" Round PGM -1 - for OSQ-AA mount = Refer to the Bracket and Tenons spec sheet for more details Compatibility with OSO-DA Direct Mount Bracket Input Power Designator 2 fa 90° 2 fa 180° 3 fa 90° 3 fd 120° 4 fd 90° 3" Square B, K & Z N/A ✓ N/A N/A N/A 3" Round B, K & Z N/A ✓ N/A N/A N/A 4" Square B, K & Z ✓ ✓ ✓ N/A ✓ 4" Round B,K&Z ✓ ✓ ✓ ✓ ✓ 5" Square B, K & Z ✓ ✓ ✓ N/A ✓ 5" Round B,K&Z ✓ ✓ ✓ ✓ ✓ 6" Square B, K & Z ✓ 6" Round B,K&Z ✓ ✓ ✓ ✓ ✓ N/A ✓ ✓ ✓ US: lighting.cree.com T (800) 236-6800 F (2621504-5415 Canada: www.cree.com/canada CREE= T (8001473-1234 F (8001890-7507 OSQTm LED Area/Flood Luminaire - Medium Field Adjustable Output (Q9/06/05/04/03/Q2/011 Option Description: The Field Adjustable Output option enables the OSQ area luminaires to be tuned to the exact needs of a particular application through multiple levels of adjustment. When ordered with the Q option, the luminaire will be shipped from the factory at the selected Q setting and will be fully adjustable between the nine settings. Q Option Power & Lumen Data - Designator B System Lumen Values Q Option CCT Watts Optics Qualified on DLC QPL Setting 5SH& 2MEw/ 3MEw/ 4ME 120-480V Asymmetric 5ME Floods BLS BLS w/BLS Standard 30K 10,738 10,232 10,806 8,251 8,477 8,251 5ME (Full Power) (F 40K 86 11,424 10,867 11,478 8,779 9,019 8,779 N/A 57K 11,648 11,056 11,678 8,950 9,196 8,950 30K 9,449 9,004 9,509 7,261 7,460 7,261 5ME Q6 40K 77 10,053 9,563 10,101 7,726 7,937 7,726 N/A 57K 10,250 9,729 10,277 7,876 8,092 7,876 30K 8,913 8,492 8,969 6,848 7,036 6,848 5ME Q5 40K 72 9,482 9,020 9,527 7,287 7,486 7,287 N/A 57K 9,668 9,176 9,693 7,429 7,633 7,429 30K 7,731 7,367 7,780 5,941 6,103 5,941 5ME Q4 40K 62 8,225 7,824 8,264 6,321 6,494 6,321 N/A 57K 8,387 71960 8,408 6,444 6,6216,444 30K 6,550 6,241 6,592 5,033 5,171 5,033 5ME Q3 40K 53 6,969 6,629 7,002 5,355 5,502 5,355 N/A 57K 7,105 6,744 7,124 5,460 5,610 5,460 30K 5,476 5,218 5,511 4,208 4,323 4,208 5ME Q2 40K 45 5,826 5,542 5,854 4,477 4,600 4,477 N/A 57K 5,940 5,639 51956 4,565 4,690 4,565 30K 4,188 3,990 4,214 3,218 3,306 3,218 5ME Q1 40K 34 4,455 4,238 4,476 3,424 3,517 3,424 N/A 57K 4,543 4,312 4,554 3,491 3,586 3,491 Premium 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5SH, 150, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, 60D, WSN CREE= US: lighting.cree.com T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada T (800) 473-1234 F (8001890-7507 OSQTM LED Area/Flood Luminaire - Medium Field Adjustable Output (Q9/06/05/04/03/Q2/011 Option Description: The Field Adjustable Output option enables the OSQ area luminaires to be tuned to the exact needs of a particular application through multiple levels of adjustment. When ordered with the Q option, the luminaire will be shipped from the factory at the selected Q setting and will be fully adjustable between the nine settings. Q Option Power & Lumen Data - Designator K Q Option System Watts Lumen Values Optics Qualified on DLC QPL Setting CCT 5SH & 2ME 3ME 4ME 120-480V Asymmetric 5ME Floods vv/BLS w/BLS w/BLS Standard Premium 30K 16,022 15,063 15,909 12,312 12,649 12,312 5ME 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN 49 (FullPowerl 40K 130 16,959 15,999 16,897 3,032 13,389 13,032 N/A 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, 600, WSN 57K17,291 16,277 17,191 13,286 13,650 13,286 30K 14,099 13,255 14,000 10,835 11,131 10,835 5ME 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN O6 40K 117 14,924 14,079 14,869 11,468 11,782 11,468 N/A 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, bOD, WSN 57K15,216 14,324 15,128 11,692 12,012 11,692 30K 13,298 12,502 13,204 10,219 10,499 10,219 5ME 2ME, 3ME, 4ME, 5SH, 15D, 25D, 400, 60D, WSN Q5 40K 110 14,076 13,279 14,025 10,817 11,113 10,817 N/A 2ME, 3ME, 4ME, 5ME, 55H, 15D, 25D, 40D, bOD, WSN 57K14,352 13,510 14,269 11,027 11,330 11,027 30K 11,536 10,845 11,454 8,865 9,107 8,865 5ME 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN 04 40K 93 12,210 11,519 12,166 9,383 9,640 9,383 N/A 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, bOD, WSN 57K 12,450 11,719 12,378 9,566 9,828 9,566 30K 9,773 9,188 9,704 7,510 7,716 7,510 5ME 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN 03 40K 80 10,345 9,759 10,307 7,950 8,167 7,950 N/A 2ME, 3ME, 4ME, 5ME, 55H, 15D, 25D, 40D, bOD, WSN 57K 10,548 9,929 10,487 8,104 8,327 8,104 30K 8,171 7,682 8,114 6,279 6,451 6,279 5ME 2ME, 3ME, 4ME, 5SH, 15D, 25D, 400, 60D, WSN Q2 40K 67 8,649 8,159 8,617 6,646 6,828 6,646 N/A 2ME, 3ME, 4ME, 5ME, 55H, 15D, 25D, 40D, bOD, WSN 57K 8,818 8,301 8,767 6,776 6,962 6,776 30K 6,249 5,875 6,205 4,802 4,933 4,802 5ME 2ME, 3ME, 4ME, 5SH, 15D, 25D, 40D, 60D, WSN 01 40K 51 6,614 6,240 6,590 5,082 5,222 5,082 N/A 2ME, 3ME, 4ME, 5ME, 5SH, 15D, 25D, 40D, bOD, WSN 57K 6,743 6,348 6,704 5,182 5,324 5,182 (D 2018 Cree, Inc. and/or one of its subsidiaries. All rights reserved. For informational purposes only. Content is subject to change. Patent www.cree.com/patents. Cree®, NanoOptic®, and Colorfast DeltaGuard® are registered trademarks, and the Cree logo, Precision _ Delivery GridT" and OSQT" are trademarks of Cree, Inc. The UL logo is a registered trademark of UL LLC. NEMA® is a registered trademark of CREE the National Electrical Manufacturers Association. The DLC QPL logo and the DLC QPL Premium logo are registered trademarks of Northeast Energy Efficiency Partnerships Inc. _.,f Us: lighting.cree.com T (800) 236-6800 F (262) 504-5415 Canada: www.cree.com/canada T (800) 473-1234 F (8001890-7507 City Council Agenda: 12/10/2018 2T. ADD-ON Consideration of adopting Resolution 2018-102 approving Decertification of Redevelopment TIF District #1-20 A. REFERENCE AND BACKGROUND: The City Council is being asked to consider decertification of existing Redevelopment TIF District # 1-20. The district must be decertified early because the final in -district obligation was satisfied in 2018, which was anticipated in the TIF management plan. Any excess increment received will be returned to the county as required. The city has typically informed the EDA of the decertification prior to city council approval, however, the EDA does not need to approve a resolution. The city/EDA may keep the fund used to account for TIF District 1-20 open after decertification. The remaining balance in the fund may be spent on qualified redevelopment project costs. Al. STAFF IMPACT: If the decertification resolution is approved by the City Council, Northland Securities will assist staff in filing appropriate documents with the County and State of MN. A2. BUDGET IMPACT: There is a minimal impact to the EDA budget from considering decertification of TIF District # 1-20. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2018-102 approving decertification of Redevelopment TIF District # 1-20. 2. Motion to deny Resolution 2018-102 decertifying Redevelopment TIF District #1-20. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. The decertification of the Redevelopment TIF District is necessary now that final in -district obligations have been satisfied. SUPPORTING DATA: A. Resolution 2018-102 B. TIF 1-20 Annual TIF Reporting Form CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-102 RESOLUTION DECERTIFYING TAX INCREMENT FINANCING DISTRICT NO. 1-20 WHEREAS, on June 24, 1996, the City of Monticello (the "City") established Tax Increment Financing (Redevelopment) District No. 1-20 (the "District"); and WHEREAS, the maximum duration limit for the District is twenty-five (25) years from the date of receipt by the City of the first increment; and WHEREAS, the month and year of the first receipt of tax increment for the District is July 1999; and WHEREAS, the City desires by this resolution to elect to decertify the District effective December 31, 2018, by which all taxing jurisdictions will benefit from an increased tax base effective for taxes payable in 2019; and WHEREAS, the City Council acknowledges such action will be taken by Wright County to decertify the District as a tax increment district and to no longer remit tax increment from the District to the City after December 31, 2018. that: NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello 1. The City Finance Director is authorized and directed to provide Wright County with documents related to decertification of the District, to submit the Confirmation of Decertified TIF District form to the Office of the State Auditor and take any other steps required for decertification by December 31, 2018. 2. The City Finance Director is authorized and directed to determine the amount of excess tax increment, if any, in the account for the District and to return all excess tax increment to Wright County for redistribution to other taxing jurisdictions. The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following vote against the same: Whereupon said resolution was declared duly passed and adopted. N EXTRACT OF MINUTES OF A MEETING OF THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA HELD: DECEMBER 10, 2018 Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Monticello, Wright County, Minnesota, was duly held at the Monticello City Hall on the 10th day of December, 2018 at 6:30 p.m. The following members of the Council were present: And the following were absent: Member introduced the following resolution and moved its adoption: STATE OF MINNESOTA ) ) ss. COUNTY OF WRIGHT ) I, the undersigned, being the duly qualified and acting City Clerk of the City of Monticello, Minnesota, DO HEREBY CERTIFY that the attached resolution is a true and correct copy of an extract of minutes of a meeting of the City Council of the City of Monticello, Minnesota, duly called and held, as such minutes relate to the decertification of Tax Increment Financing Redevelopment District No. 1-20. WITNESS my hand as such City Clerk of the City of Monticello this _ day of , 2018. City Clerk Preliminary for Planning Purposes Revenues Tax increment revenue 628,300 312,886 17,592 18,074 24,946 373,498 Interest and investment earnings 61,906 1,830 1,659 2,029 2,327 2,090 2,131 2,174 2,218 2,262 2,262 82,888 Market Value Homestead Credit 20,753 20,753 Loan/advance repayments 0 Lease proceeds 0 Repayment / return of tax increment 0 Total Revenues 628,300 395,545 19,422 19,733 26,975 2,327 2,090 2,131 2,174 2,218 2,262 2,262 477,139 Expenditures Land/building acquisition 200,000 65,000 65,000 Site improvement/preparation costs 0 Utilities 0 Other public improvements 0 Construction of affordable housing 0 Temporary economic development 0 Authority administrative costs 20,000 16,875 31 644 - 18,050 Total Project Expenditures 220,000 81,875 31 644 500 0 0 0 0 0 0 0 83,050 Bond principal payments on all other bonds 0 0 0 0 0 0 0 0 0 0 Bond principal payments for paygo 11,918 0 0 0 0 0 0 0 0 0 11,918 Bond interest payments on all other bonds 408,300 0 0 0 0 0 0 0 0 0 0 Bond interest payments for paygo 103,199 6,333 6,507 4,490 0 0 0 0 0 0 120,529 Interest payment on interfund loans 70,768 70,768 Tax increment returned to the county 0 51,987 7,049 14,220 0 0 0 0 0 73,255 Total Expenditures 628,300 267,760 6,364 59,138 12,039 14,220 0 0 0 0 0 0 359,520 Revenues Over (Under) Expenditures 0 127,785 13,058 (39,405) 14,936 (11,892) 2,090 2,131 2,174 2,218 2,262 2,262 117,619 Other Financing Sources and Uses Transfer in 0 Transfer out 0 Bond issued (other than refunding bonds) 0 Refunding bonds issued 0 Bonds refunded 0 Bond discount 0 Bond premium 0 Sales of property 0 Total Other Financing Sources and Uses 0 0 0 0 0 0 0 0 0 0 0 0 Net Change in Fund Balance 0 127,785 13,058 (39,405) 14,936 (11,892) 2,090 2,131 2,174 2,218 2,262 2,262 117,619 Beginning Fund Balance 0 127,785 140,843 101,438 116,374 104,482 106,572 108,703 110,877 113,095 115,357 0 Ending Fund Balance 0 127,785 140,843 101,438 116,374 104,482 106,572 108,703 110,877 113,095 115,357 117,619 117,619 NORTHLAND 7/20/2018 r PUBLIC FINANCE Prepared by Northland Securities 7/20/2018 Preliminary for Planning Purposes Assets Cash 127,785 140,843 101,438 116,374 104,482 106,572 108,703 110,877 113,095 115,357 117,619 117,619 Property held for resale 0 Other assets 0 Total Assets 127,785 140,843 101,438 116,374 104,482 106,572 108,703 110,877 113,095 115,357 117,619 117,619 Liabilities Interfund loan due to non -TIF funds 0 Other liabilities 0 Total Liabilities 0 0 0 0 0 0 0 0 0 0 0 0 Total Fund Balance 127,785 140,843 101,438 116,374 104,482 106,572 108,703 110,877 113,095 115,357 117,619 117,619 Total Liabilities and Fund Balance 127,785 140,843 101,438 116,374 104,482 106,572 108,703 110,877 113,095 115,357 117,619 117,619 Fund Balance by Purpose To be returned to County 45,126 51,987 7,049 14,220 0 0 0 0 0 0 0 0 Available for redevelopment projects 82,659 88,856 94,390 102,155 104,482 106,572 108,703 110,877 113,095 115,357 117,619 117,619 Total Fund Balance 127,785 140,843 101,438 116,374 104,482 106,572 108,703 110,877 113,095 115,357 117,619 117,619 Pooling Analysis Tax increment derived from property 17,592 18,074 24,946 0 0 0 0 0 0 0 Indistrict % 1 1 1 Minimum TIF spent/committed within district 13,194 13,556 18,710 0 0 0 0 0 0 0 Less TIF spent/committed within district 6,333 6,507 4,490 0 0 0 0 0 0 0 Annual excess increment 6,861 7,049 14,220 0 0 0 0 0 0 0 Cumulative Pooled expenditures 16,875 16,906 17,550 18,050 18,050 18,050 18,050 18,050 18,050 18,050 18,050 Total amount of bonds authorized/issued 200,000 130,000 130,000 130,000 130,000 130,000 130,000 130,000 130,000 130,000 130,000 130,000 130,000 Total amount of bonds outstanding 76,592 76,592 76,592 76,592 0 0 0 0 0 0 0 0 Linda Smith Prairie West - Paygo Obligation Original issuance/par amount 65,000 65,000 65,000 65,000 Principal balance 76,592 76,592 76,592 76,592 Principal paid (11,592) 0 Interest Paid 103,199 6,333 6,507 4,490 Interfund Loan from EDA General Fund Original issuance/par amount 65,000 Principal balance 0 0 0 0 0 Principal paid 65,000 Interest Paid 70,768 .- NORTHLAND �,.p,of PUBLIC FINANCE Prepared by Northland Securities Preliminary for Planning Purposes Notes: 1. The TIF Plan amounts above do not correlate with the 2015 annual TIF reporting form. The City was to have requested that the State Auditor correct the annual TIF reporting form to correspond with the budget adopted in the original TIF Plan. The annual TIF reporting from included $200,000 in other public improvements which needs to be adjusted. 2. The 2018 administrative cost shown in the amount of $500 is an estimate for planning purposes. NORTHLAND PUBLIC FINANCE 7/20/2018 Prepared by Northland Securities City Council Agenda: 12/10/2018 3A. Consideration of adopting Ordinance 704 amending the Citv Fee Schedule for 2019 and adopting Summary Ordinance 704A for publication (JS/WO) A. REFERENCE AND BACKGROUND: City service charges are established by ordinance and incorporated into the annual City Fee Schedule. Every year, staff reviews these fees to make sure the fees charged are in line with the cost of providing the service. The proposed 2019 fee schedule is attached for council review and adoption. Recommended changes to the fees schedule are highlighted, with some including additional notes. Following are a few items with further explanation provided: • Cemetery — Both residential and nonresidential plot prices were increased modestly. Columbarium and ossuary fees were added. Community Center — All new and renewal memberships, programs, and room rentals will increase 5%. The lowest tiered legacy rate will roll -up to the next level. Unlimited monthly childcare will increase to $18 (currently $16) per month for one child and for two or more children the fee will be $36 per month (currently there is no limit). A new administrative fee of $30 will be assessed at the time of continuous (monthly) membership start-up. • Community Development/Building — Escrow Chart Escrow Chart - Development & Subdivision Project Review & Inspection fees is refined. Building Department permit costs have been updated for plumping, mechanical and sign permits based on review and inspection estimates. • Community Development Economic Development — The economic development program fees are being added to the fee schedule. The fees pertain to the GMEF and SBDC Loan Programs and the TIF Application and Business Subsidy Application. The amounts have not changed every year but may be adjusted every few years going forward. • Engineering -- Various fees were increased to reflect changes in service costs. • Public Works — Various labor and equipment charges were adjusted to reflect changes in service delivery costs. Some equipment hourly costs were raised to assure the city was not undercutting private service providers. Services no longer provided were also removed. The monthly residential refuse charge increases from $3 to $7 per month. • Water and Sanitary Sewer — Tiered residential and commercial base and usage rates were adjustments ranged upwardly between 2.16% and 2.86%. Industrial rates increased range between 2.58% and 2.73%. The monthly penalty rate changes from 10% to 5% with no penalty for September. Sewer and Water Access Charges and Trunk Sanitary Sewer and Water fees were increased to reflect the increase in the Construction Cost Index. The Meadow Oaks Lift Station Trunk Area Charge was added which is charged to development that is served by the Meadow Oaks Lift Station that was installed in the early 2000's. The Little Mountain Booster Station Trunk Area Charge was also added which City Council Agenda: 12/10/2018 applies to development that is served by the booster pump station that was installed in the 1990's. Storm Sewer — Storm sewer trunk charges were increased to reflect the increase in the Construction Cost Index. A monthly storm water charge is not included, but it will be discussed shortly after the beginning of next year. Al. Budget Impact: The proposed fees would increase budgeted revenues in their respective funds for 2019. There would be a minimal cost to publish a summary of the fee schedule. The full fee schedule will be available on the city's website or can be requested from city hall staff. A2. Staff Workload Impact: This item would have minimal staff workload impact. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Ordinance 704 approving the 2019 Fee Schedule as submitted, effective January 1, 2019 or as indicated in the Fee Schedule and Summary Ordinance 704A for publication. 2. Motion to adopt Ordinance 704 approving the 2019 Fee Schedule with additional changes as directed by Council: and Summary Ordinance 704A for publication. 3. Motion to not adopt the 2019 fee schedule at this time. C. STAFF RECOMMENDATION: City staff supports Alternative #1 for each decision. If Council wishes to consider additional changes to the Fee Schedule, those changes would be incorporated into the ordinance accordingly per council direction. Because the alternative actions include a summary publication clause a 4/5 vote is required. Otherwise the two actions (approval and summary publication) need to be separated. D. SUPPORTING DATA: A. Ordinance 704 - proposed 2019 Fee Schedule B. Summary Ordinance 704A 2 ORDINANCE NO. 704 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE ADOPTING AMENDMENTS TO THE FEE SCHEDULE FOR 2019 TITLE 20 OF THE MONTICELLO CITY ORDINANCE THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Title 20 — Fee Schedule shall be amended as shown in the 2019 Fee Schedule in Attachment "A." Section 2. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 20 — Fee Schedule, 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 Monticello City Code as has been adopted. Section 3. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety shall be posted on the City website after publication. Copies of the complete Ordinance are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this 10th day of December, 2018. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator VOTING IN FAVOR: VOTING IN OPPOSITION: ABSENT: ORDINANCE NO. 704 ATTACHMENT "A" 2019 CITY OF MONTICELLO FEE SCHEDULE TITLE 20 - CHAPTER 1 DRAFT 2019 FEE SCHEDULE - CITY OF MONTICELLO Fee Schedule Rates supersede amounts shown in city ordinances or policies which are dated prior to the fee schedule. ANIMAL CONTROL Boarding Fee: Boarding Access Fee Dog License: Late Fee Replacement Tag Euthanization/Disposal Fee Fine: Running at Large If impounded Permit for Keeping Fowl on Premises Annual renewal for current permit Permit for Keeping Honeybees on Premises Annual Renewal of Permit I CEMETERY Cremation Disinterment Flat Marker setting with 4" concrete border Frost Charge: (excavations December through March) Grave Excavation Fee: Weekday Weekend Infant Grave Excavation - Weekday Infant Grave Excavation - Weekend Cremation Grave Excavation - Weekday Cremation Grave Excavation - Weekend Grave Purchasing Fee: Full Grave (41x121) Flush Marker Area Full Grave (4'x12') Raised Marker Area Infant Grave (21x6') Cremation Grave (4'x4') Columbarium (includes 2 interment niche covers w/name, DOB, DOD) Bottom niche row (row E) - 2 remains max Middle niche rows (rows C & D) - 2 remains max Top niche row (row A) - 2 remains max Ossuary Co -mingle urn placement (includes inscription and urn bag) Veteran -co -mingle urn placement (includes inscription and urn bag) Service emblem Grave Staking Fee for burials: Staking for Monument/Marker Placement Grave Transfer Fee: Memorial Plaque (Bronze) Stone: Overtime Fee (burials outside of business hours) Plant Stand Opening and closing/Re-opening of Niche: Perpetual Care Fee: New Grave Sales Grave Sold Pre -1960 Plant stand Monticello Fee Schedule - 2018 $16/per day + tax $250 per entity $20 - 2 years $10 - 1 year $5 $2+ tax $40 per animal + tax $40 Licensed Unlicensed $50 $75 Add boarding fee (plus tax) $50 $25 $50 $25 $100 $4-75$250 $100 $400 $450 $100 $125 $80 $150 $405$200 Resident Non -Resident $1025 $1,050 $1225 $1,250 $1125 $1,150 $4325 $1,350 $330$340 $355$365 $560$575 8660$675 Resident Non -Resident $2,500 $2,600 $2,700 $2,800 $2,900 $3,000 $1,000 $950 $200 $4-35$150 $60 $15 Cost + $10 + sales tax $125 $40 (includes tax) $60 $150 Weekday $200 Weekend Included in grave price (Maintenance not taxable - Plant Care taxable) $100 $40 (includes tax) 1 COMMUNITY CENTER Membership Fees: (for new members) Daily Pass Junior/Senior Adult 3 Month Membership Junior/Senior Adult Dual Senior Family Dual Adult Annual Membership (Paid in full Options) Junior/Senior Adult Dual Senior Family Dual Adult Continuous Membership (Monthly Payment Option") Junior/Senior Adult Dual Senior Family Dual Adult -Automatic Withdrawal Administrative fee for start-up of new monthly memberships (one time fee) if membership is not cancelled Cancellation fee - applies if within 12 months of joining Childcare - option with Membership Resident Rate Regular Rate $5.75 $6 $6.75 $7 $6.75 $7 $7.75 $8 $83 $87 $101.00 $106 $116.50 $122 $141.75 $149 $136.50 $143 $167.00 $175 $204.75 $215 $231.00 $243 $M $195 $210 $221 $225.75 $237 $300 $315 $309 $324 $399 $419 $372.75 $391 $477.75 $502 $524 $550 $625 $656 $47-7 $501 $577.30 $606 Sn $23 $28 $29 3330 $35 $39 $41 $36.75 $39 $47.25 $50 $53.50 $56 $57.75 $61 $48.50 $51 $52.30 $55 $30 $30 $50 $50 ehila of: $32" -math $18/month for each child or €6f fafrA $36/month for family All current MCC members, including charter members, will see an increase of 5% on their membership fees Corporate Memberships (Quarterly Rate) JR/SR ADULT FAMILY Level $60 $80 $130 Level $55 $73 $120 Level $52 $69 $113 Special Passes: Resident Rate Regular Rate Group X Class Pass (10 uses) $90 $95 $10$116 Daily Pass (10 visits) $63 $66 $73:50 $77 Special Rates: Indoor Play Area $3.75 $4 $5 $5.25 Public Skate - Children 5-17 -- $4 Public Skate - Adult -- $5 Public Skate - Family $16 $18 Twilight Swim Rates - Junior/Adult -- $4.25 $4.50 Group Rates - Junior -- $5.25 $5.50 Group Rates - Adult -- $6.25 $6.50 Shower Only -- $3.75 $4 Group X Class Drop -In $12 $13 $15 $16 Silver Sneakers Drop -In -- $8 $8.50 Swimming Lessons/Birthday Parties Private Swimming Lessons Swimming Lessons (Group) Birthday Party Room Rental Packages Additional rates available for $30/Lesson for $40/Lesson for more than one student or 4 Members Nonmembers lesson packages $COT SAC for nii.....1.ers Members $58 for $48 for Members Nonmembers Resident Rate/Child Regular Rate/Child $11-$14 depending $12-$15 depending on package on package Monticello Fee Schedule - 2018 2 Gymnasium Rental Rates: $25 $50 Building Valuation $500,000 or more $1-0$150 Gym - prime time $60/hour $61/hr $64/hr $15 minimum charge for 15 minutes or less Gym - non prime time 106% of 1997 State recommended schedule $42/hr $44/hr use state -mandated fee Full Kitchen $5 $95.50/hr $100/hr $60/hour Energy Fee $15 minimum charge for 15 minutes or less $87/hr $91/hr $60 (per parcel) Early set up fee 106% of 1997 State recommended schedule $60/hr $63/hr verify with Public Works. Contractor must arrange disconnection: 1) Sanitary sewer; 2) City water & retrieve water mater; and 3) approve Damage Deposit Fire Alarm/Fire Sprinkler System 1/2 ofrental fees Master Plan Review: Pool Rental Mechanical Permits: Residential $100/hr $105/hr Commercial Hourly Room Rental Rates (2 hour minimum required): Resident Regular Non -Profit Boom Island Room SP $18 $19 $20 W $16 Bridge Room (full) SM $27 $30 $32 $$22 $23 N. or S. Bridge Room $16 $17 $48 $19 $13 $14 River Room $13 W $il Warehouse Room Weekday $29 $31 $35 $37 $22 $23 Prairie Center $31 $37 $23 Warehouse Room - Weekend $35 $37 W $45 $29 $31 Mississippi Room: Private Resident Private Regular Business Resident Half Room Rental $55 $58 %6 $70 W $45 Full Room Rental $77 $81 M $97 $64 $68 Rental event with alcohol (not weddings): Resident Rg Organization (2 hour minimum - reserve within 3 months of event) $160/hr $174/hr $147/hr Add Chapel Rental $436 for 6 hours $462 for 6 hours Then $50 each additional hour Hostess Fee: $25/hour Locker fees: $10 per month per locker (COMMUNITY DEVELOPMENT - BUILDING County Assessor Fees: Building Valuation $499,999 or less $25 $50 Building Valuation $500,000 or more $1-0$150 Building Inspection (non -permit related): $60/hour $15 minimum charge for 15 minutes or less Building Permit Fees: 106% of 1997 State recommended schedule Building Permit Surcharge: use state -mandated fee Contractor License Check Fee: $5 Building Permit/Records - Duplicate $60/hour $15 minimum charge for 15 minutes or less Blight Processing Fee $60 (per parcel) Demolition Permit: 106% of 1997 State recommended schedule Permit is issued under a building permit (follow same procedures as issuing a building permit). Prior to demolition permit issuance verify with Public Works. Contractor must arrange disconnection: 1) Sanitary sewer; 2) City water & retrieve water mater; and 3) approve routing for trucks and heavy equipment, (if applicable). Excavation permit may also be required. Fire Alarm/Fire Sprinkler System 106% of 1997 State Recommended Schedule Master Plan Review: 25% of building permit fee Mechanical Permits: Residential $45 $50 base + $9/fixture + state surcharge Commercial 1.251,16 1.5% of valuation + state surcharge Mobile Home Permit $180 Moving Buildings: $150 + expense + demolition permit Plan Review: 65% of building permit fee Plumbing Permits: Residential $45 $50 base + $9/fixture ("Fixture" includes such things as traps, toilets, floor drains, sinks, showers) Commmercial 1.251,16 1.5% of valuation + state surcharge Rental Housing License Fee: $45/per building + $15 for each dwelling unit within the building Rental Housing License Application/Late Fee: Double the standard license fee Rental Housing License Transfer Fee: $35 Business Regular $60 $63 $84 $89 Monticello Fee Schedule - 2018 3 Residential Building Escrow: $2,000 (Held for completion of as -built survey, boulevard trees, turf establishment. Secures street sweeping, lot erosion control & any damage to public improvements if all items not complete/satisfied at certificate of occupancy) Sign Permits: Permanent $50 for first $1,000 of value (minimum fee $50) $10 each additional $1,000 of value Sign Permits: Temporary $50 State Surcharge on Building Permits: Valuation of Structure Addition or Alteration Surcharee Computation $1,000,000 or less .0005 x valuation $1,000,000 to $2,000,000 $500 +.0004 x (Value - $1,000,000) $2,000,000 to $3,000,000 $900 +.0003 x (Value - $2,000,000) $3,000,000 to $4,000,000 $1200 +.0002 x (Value - $3,000,000) $4,000,000 to $5,000,000 $1400 + .0001 x (Value - $4,000,000) Greater than $5,000,000 $1500 +.00005 x (Value - $5,000,000) Surveys: $15 Utility Locate Fee: Residential $50 Commercial/Industrial $65 COMMUNITY DEVELOPMENT - ECONOMIC DEVELOPMENT Business Subsidy Application $200 GMEF Loan Application $500 minimum or 1.5% of loan amount, whichever is greater SCDP Loan Application $500 minimum or 1.5% of loan amount, whichever is greater TIF Application $10,000 Escrow Deposit COMMUNITY DEVELOPMENT - PLANNING/ZONING minimum, whichever is greater Administrative Home Occupation Permit $50 Community Garden Plot $30 Comprehensive Plan Amendment $200 + escrow (per chart) Conditional Use Permit $200 + Escrow (per chart) Escrow Chart - Land Use Application Plan Review Commercial Escrow Chart - Development & Subdivision Project Review and Inspection Interim Use Permit: Labor (for Community Development/Projects): Planner Engineer Construction Inspector 10-3 acres $2,000 1 unit 14-10 acres $6,000 2+ units 11+ acres $10000 $8,000 *reconciled to actual costs for staff/consulting time after decision 2% of estimated public improvement cost or $2,000 Planning Review & Administration minimum, whichever is greater 2% of estimated public improvement cost or $2,000 Legal Review & Administration minimum, whichever is greater 2% of estimated public improvement cost or $2,000 City Review & Administration minimum, whichever is greater 3% of estimated public improvement cost or $2,000 Engineering Review & Inspection minimum, whichever is greater Grading, Streets & 4% of estimated public Utilities improvement cost or $2,000 minimum, whichever is greater Iron Monuments $300/lot $200 + Escrow (per chart) $165/hour $170/hour $156/hour (maximum) $110/ hour $111/hour (maximum) $500 (single family) $1000 base + $100 per unit (up to $10,000) Monticello Fee Schedule - 2018 4 Landscaping Security Letter of credit or cash based on statement of value of landscaping x 125%. Park Dedication (residential) An amount of land equal to eleven percent (11 %) of the total gross land area of the plat shall be presumptively defined as "reasonably commensurate." In the event that the subdivider objects to the eleven percent (11 %) standard, the City shall, at the developer's request and expense, conduct a specific dedication study of the park system and the demand placed on the system by the proposed plat. Cash -in -Lieu: 11% of fair market value of the raw land to be platted at the time of final plat. The city may require an appraisal to determine market value of subject land being platted. Parking Fund (CCD District) $4,500 per stall Plat Subdivisions: Preliminary Plat $300 + escrow (per chart) Final Plat $50 + escrow (per chart) Sketch Plat $50 + $1000 escrow Planned Unit Developments (PUDs): Concept: $200 +,...,._,.-- (per eha-" $2,000 escrow Development: $200 + escrow (per chart) Final: $50 + escrow (per chart) Adjustment $50+$1,OOOescrow Public ROW or Easement Vacation $200 + Escrow (per chart) Rezoning Request: $200 + Escrow (per chart) Simple Subdivision/Administrative Lot Combination/ Lot Line Adjustment $200 + Escrow (per chart) Wetland Delineation Review $50 application fee/$500 escrow Special Home Occupation Permits: $200 + Escrow (per chart) Special Planning Commission Meeting $350 Temporary Use Permit (waived for parades only) $50 Variance: Single Family - Application Fee $200 - Deposit $500 All Other Applications - Application Fee $200 - Deposit $1,000 NOTE: When multiple land use applications are run concurrently, only one application fee and escrow deposit shall be required per meeting cycle, until escrow is depleted. New escrow required per escrow chart once depleted. ENGINEERING Driveway Permit GPS Locate Fee (New subdivisions) Grading Permit: Existing Single -Family Residential New Single -Family Residential Development, Multi -Dwelling, Commercial & Industrial Properties Erosion and Sediment Control Inspection Escrow $30 $35 $60/unit $65/unit $75 per permit + $1,500/acre restoration surety bond. No drainage calculation review required: $150 per permit plus restoration surety bond of $3000/per acre; $3,000 minimum escrow Drainage calculation review required: $350 per permit plus restoration surety bond of $3000/first acre; $1500 each additional acre. $300 @ X weeks of construction - sites disturbing 1 acre or more w/NPDES construction stormwater permit Monticello Fee Schedule - 2018 5 Land Reclamation/Mining Permit (requires Fee determined by City Council resolution + 100% subdivision development agreement or CUP) of land restoration costs as determined by City Engineer Public Improvement Security Letter of credit or cash based on statement of construction cost of improvements x 125% Right -of -Way Permits Drops - no drawing required unless origination occurs more than 10 feet from property to be served: Fee without drawings $30/25 addresses (maximum) Fee with drawings $30/5 addresses with drawings (maximum) Permit Extension Fee: $20.00 Pavement Hole Fee: $55 Trunk Line Fee: Base Fee (first 100 feet) $45 Trenching (over 100 feet) $.10/lineal foot Boring (over 100 feet) $.05/lineal foot Obstruction Fee: $45 Small Cell Wireless Fee $45 Collocation Fees Escrow - document Review $1,500 Wireless Support Structure Rent $150/year Wireless Support Structure Maintenance $25/year *Fee to cover actual electricity costs needed to operate the small wireless facility, unless purchased directly from utility. FIRE DEPARTMENT Controlled/Prescribed Burns: Building Prairie or Wildland, less than 20 acres Prairie or Wildland, 20 acres or more Emergency Response - Incident Non-resident False Alarm Policy* - First Time Second Time Third Time or More * Per calendar year Fire Lock Box Fee: Home Fire Safety Inspections (i.e. daycare/foster care) JLICENSES/PERMITS $2,500 $750/hour $1,000/hour $500 plus reimbursable expenses at cost No charge $250 $350 Cost+ 10%+ sales tax $50 Burning Permit: $250 deposit (to cover expenses, if PW/Fire Dept. are called to burn site) Cigarette License: Gambling License: Liquor Administrative Fines: First violation Second violation, within 2 years Third violation, within 2 years Liquor Licenses: 1 -Day Consumption & Display 3.2 Beer, On -Sale 3.2 Beer, Off -Sale Brew Pub Off -Sale Brewer Taproom Taproom, Sunday Sales Liquor, On -Sale On -Sale Liquor, Sunday Sales Liquor, Setups Monticello Fee Schedule - 2018 Tobacco licenses are issued by Wright County Licensed through State of Minnesota; Requires Council approval $500 $1,000 $2,000 (no mandatory revocation of license) $25 $275/year $100/per year $200/per year $500/per year $0 $3,750/per year $200 (Statutory limit) $250/year Liquor, Club (Veteran's Org). Membership 200 or less 201-500 501-1000 1001-2000 2001-4000 Over 4000 Micro distillery Temporary On -Sale (Beer) Wine, On -Sale Wine/Strong Beer Comb. On -Sale Wine/3.2 Beer Com. On -Sale Mobile Food Unit Temporary Permit Annual Permit Pawn Shop: Annual license, initial Annual renewal of current license Transaction fee Peddler/Solicitor Permit: Peddler Merchant/Business Application Peddler Merchant Permit - per person Special Event Permit Therapeutic Massage License Massage Enterprise License Massage Therapist License Massage Enterprise/Therapist - owner operates as therapist - one fee Background Investigation Fee Transient Merchant: Annual permit, private premise Daily Fees, operating under annual permit Daily fees, independent merchant Daily fees, farm/garden fruits & vegetables Fireworks Sale Traveling Shows IMISCELLANEOUS ITEMS Assessment/Property Search - full Property Bill Search - limited Business List Brochures: City resident list: (Ex. Utility Billing List) City Labels Comprehensive Guide Plan - Entire Downtown Revitalization Plan Transportation Plan Copies: copy machine Engineering copier Emailed Electronic media $300 (Statutory limit) $500 (Statutory limit) $650 (Statutory limit) $800 (Statutory limit) $1,000 (Statutory limit) $2,000 (Statutory limit) $500/per year $10/day $275/per year $1,200/per year $500/per year $10 $50 $50 $25/yr $1.00 per transaction $25 $25 $50 $25 (For non-profit/charitable organization) (fee may be waived by Administration for non-profit organizations not utilizing City services) $100/per year $50/per year $100/per year $25 $75/year $10/day (with annual permit) $50/day No fee from 6/15 to 9/15 (state mandated) $350/year $100/fust day; $50/day for each day thereafter $30 Free Free Free $0.25/page + sales tax $.50/sheet + sales tax $32 plus tax $15 plus tax $50 plus tax $.25 per copy + sales tax $.50/square foot + sales tax ($2 minimum) $35.00/hour + sales tax (minimum 1/4 hour) $10.00 + cost of media + sales tax Monticello Fee Schedule - 2018 7 Delinquent Certification Processing Fee: $75 per parcel Minimum Account Balance of $50 $75 Processed once a year Delinquent List $10 + tax (each) Deposits on City Repair Projects $100-$300 (depending on est. value of work) Library Room Rental $30 per rental Maps: City map (24" X 36") $3 + sales tax City map (11" X 17") $1 + sales tax Zoning map (24" X 36") $3 + sales tax State maps $.55 + sales tax Wright County maps $3 + sales tax Notary: $3 each Signs: Current listed price + 10% handling charge + tax Commercial, non-city initiated proclamations $50 City Ofdinaaees: Zoning Brdinanee City Code Sanitary Suver AssessmentPahey City Maps Meeting AgendasAfinutes PARKS Memorials: Bench $1,500 (includes tax, delivery, installation) Tree $300 (includes tax, delivery, installation) Facility Rental Fees: Baseball/Softball Field Rental* (no lights) Residents $25 per hour per field Non-resident $35 per hour per field Field Lighting* Residents $15 per hour per field Non-resident $20 per hour per field *these fees are for individuaWgroups to use the city facility for practice or an informal game. Tournament Field Rental (includes lights as needed) up to 3 days $90 per field extended days $10 per field for each additional day Park Rental Rates: Resident Non-Resident Ellison Gazebo $110 $135 Ellison Log Shelter $110 for 6 hrs $135 for 6 hrs West Bridge Park Shelter/Warming House $110 for 6 hrs $135 for 6 hrs West Bridge Picnic Shelter $110 for 6 hrs $135 for 6 hrs Pioneer Park $110 for 6 hrs $135 for 6 hrs Groveland Park Picnic Shelter $110 for 6 hrs $135 for 6 hrs Otter Creek $55 for 6 his $80 for 6 hrs East Bridge Wedding Gazebo $110 for 6 hrs $135 for 6 hrs Lions Den/Gazebo $300 Monticello Fee Schedule - 2018 8 PUBLIC WORKS Disease Replacement Tree $50 per property Chipping: $M $60 + tax per 1/2 hour or part thereof for the first 2 hours S85 $90 + tax per 1/2 hour or part thereof for the next hour No more than 3 hours per year per property Cone Replacement: Cost + $10 + sales tax Construction Inspection (City or Engineer) $110/ our— $115/hour Labor (no equipment): $65.00/hour - regular business hours Rate will be increased if response required outside of regular hours Rodding is no longer in service $415g1;,:µ c:-puA tleree€€er- e cNmt✓&� piekup Sidewalk Snow & Ice Control $50.00 per lot - 1st Offence $75.00 per lot - 2nd Offence $100.00 per lot - maximum after 2nd Offence $100.00 Mobilization Charge per Offence at Staff Discretion Sweeping: Utility Excavation Permit Fee (water, wastewater, stormwater) (Bonding and Insurance required) Vac/Sewer Jet: Other Equipment (including operator): Large Front End Loaders Mid Size Loaders Backhoe Loader Motor Grader Skid Steere Dump Truck Pickup or 1 -ton Truck (SANITARY SEWER Sewer Rates: 1st 1,000 gallons Over 1,000 gallons Sewer Rates: Special Cases Industrial Sewer Rates: All Usage (effective July 1, 2018) BODS: TSS: Testing Sewer Discharge Environmental Fee (all sewer customers): Sewer and Water Combination Permit: Sewer Access Charge: Residential - Single Family All others per unit equivalent Trunk Sanitary Sewer: Residential Unit Non -Residential Meadow Oaks Lift Station Trunk Area Charge Waste Water Discharge Permit: 10,000 to 15,000 GPD 15,001 to 25,000 GPD 25,001 to 50,000 GPD 50,001 to 100,000 GPD over 100,000 GPD 5130 $135/hour-includes operator $105 S290/heur f _ efie ,._,._ tef- n- ......., ine Two operators are required $350 $365/hour for two operators & machine $155/hour $105/hour $155/hour $155/hour $105/hour $105/hour $65Hhour $95/hour $8.75 minimum $9 minimum (2.86% increase) $5.6311,0000 gallons $5.77/1,000 gallons (2.49%) $10 per month X number of people in household $3397 $3.485/1,000 gallons + sales tax (2.59% increase) $0.366 $0.376/lb. + sales tax (2.73% increase) $0.504 $0.517/lb. + sales tax (2.58% increase) Actual costs + 10% 2% of sewer bill $127 (residential) $130 (residential) $ 27 plus tax (commercial) $130 plus tax (commercial) $4�� X90/u nit $4,315/unit $4,'� 190/unit $4,315/unit $1,431/unit $1,488/unit (4% increase) $3� 587/aeri $3,730/acre (4% increase) $2,754/acre $50 annually $100 annually $150 annually $250 annually $300 annually Monticello Fee Schedule - 2018 9 (STORM SEWER Trunk Storm Sewer Fees: Alternate Ponding Area - Residential Alternate Ponding Area - Commercial Alternate Ponding Area - Industrial I WASTE ITEMS Garbage Service Fees All residential garbage with cart service 1st Container 2nd Container Cart Transfer Fee Garbage Cart Replacement (if lost or stolen): 38 gallon 60 gallon 90 gallon Recycle Cart Replacement (if lost or stolen): 35 gallon 64 gallon 90 gallon Recycle Additional cart pickup Storage Bins (red, yellow, blue) I WATER Hydrant Rates for Contractors: (#1, #2 and #3 ARE ALL TAXABLE IF COMMERCIAL) $3,832 (net sere) $3,985 (net acre) (4% increase) $3,926 per acYe $4,083 per acre (4% increase) $7,871 per aere $8,185 per acre (4% increase) $9,197 per acre $9,564 per acre (4% increase) $3 $7 + 9.75% tax per month $13 + 9.75% tax per month $30 Cost + Tax + $10.00 Cost + Tax + $10.00 Cost + Tax + $10.00 Cost + Tax + $10.00 Cost + Tax + $10.00 Cost + Tax + $10.00 $0.00 $10 includes sales tax (until sold out) 1. All contractors must obtain a permit from the Water Superintendent. The permit fee is $500. This permit will define the hydrant to be used and provides a tally sheet for water usage. 2. The following rates shall apply: Up to 3,000 gallons $35 minimum. $40 minimum Over 3,000 gallons $3 97f 000 gaHens $4.09/1,000 gallons 3. The following deposits shall be taken for use of City equipment (no exceptions): Hydrant Wrench $50$100 2-1/2" fill hose $100 $150 1-1/2" fill hose with 2-1/2" adapter $100 $150 2-1/2" hydrant meter $1000 $1,500 3/4" and small meter $100 $250 Nozzle S-50$75 *If equipment is returned within 10 days of permit expiration in good condition, the full amount for --moo, ..ate use use of meter deposit less 10% per month and equipment, less ° , shall be refunded less water consumption at rates shown above. Industrial Water Rate, Mtr 1 (effective July 1, 2018) All usage $2.050 $2.110/1,000 gallons + sales tax (2.93% increase) Irrigation Water Rate - Resid, Twnhms & Comm: first 1,000 gallons $6.950 $7.10 minimum + sales tax (2.16% increase) 1,001-10,000 gallons $1700 $1.74/1,000 gallons + sales tax (2.35% increase) 10,001-33,000 gallons $1.970 $2.02/1,000 gallons + sales tax (2.54% increase) over 33,000 gallons $2:150 $2.21/1,000 gallons + sales tax (2.79% increase) (if metered separately, no quarterly minimum base rate is applied to irrigation meters with zero usage) Final Bill Processing Fee $20 Manual meter reading (per month for customers refusing radio reading equipment) $20 Delinquent sprinkling meter turn-off $25 Delinquent sprinkling meter turn -on $25 Monticello Fee Schedule - 2018 10 Res/Comm Water: 0-1,000 gallons first 1,000 gallons 1,001-10,000 gallons 10,001-33,000 gallons over 33,000 gallons Minimum Bill for Malfunctioning Meter Trunk Water Charge: Little Mountain Booster Station Trunk Area Charge Water Access Charge: 1" line 1-1/4" line 1-1/2" line 2" line 3" line 4" line 6" line 8" line Water Availability Charge: (For those who have city water available but choose not to hook up) Water Meters: 5/8" meter 3/4" meter 1" meter 1 1/2" meter 2" meter + up 1 "x3/4" meter valves 1"x1" meter valves Water meter replacement due to preventable damage Water Shut Off, then Turned On: Water Violations (sprinkling): 1st Violation 2nd Violation Each Subsequent Violation Accounts Receivable Interest Charge on Miscellaneous Account Receivable Utility Bill Utility Bill Penalty - Monthly Utility - Ebill Discount Utility - ACH Payment Discount $6950 $7.10 minimum + sales tax (2.16% increase) $1.700 $1.74/1,000 gallons + sales tax (2.35% increase) $1.970 $2.02/1,000 gallons + sales tax (2.54% increase) $2.150 $2.21/1,000 gallons + sales tax (2.79% increase) $150 after 3rd contact attempt. $ ^"'-eside tial unit $1,103/acre residential (4% increase) $2,652/aer-e non residential $2,758/acre non-residential (4% increase) $2,329/acre $833 + materials $1,266 + materials $1,518 + materials $1,997 + materials $2,498 + materials $3,291 + materials $4,143 + materials $5,440 + materials $40.25$41 (billed in July) Service no longer offered $355 + sales tax $390 + sales tax $490 + sales tax $790 + sales tax Cost + $50 + sales tax $55 + sales tax $60 + sales tax Cost + Labor (1 hour minimum) $50.00 ($25 on/$25off) + delinquency (taxable if non -res.) No Fee $50 $100/per violation 1.5% monthly ° 5% of past due amount, except September penalty 0% $0.50 $1.00 Monticello Fee Schedule - 2018 11 SUMMARY ORDINANCE NO. 704A CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA A SUMMARY ORDINANCE ADOPTING THE 2019 FEE SCHEDULE TITLE 20 OF THE MONTICELLO CITY ORDINANCE NOTICE IS HEREBY GIVEN that, on December 10, 2018, Ordinance No. 704 was adopted by the City Council of the City of Monticello, Minnesota. Due to the lengthy nature of Ordinance No. 704, the following Summary Ordinance No. 704A has been prepared for publication as authorized by state law. The ordinance adopted by the Council establishes the 2019 Fee Schedule for the City of Monticello, also known as Title 20 of the Monticello City Code. The general purpose of the ordinance is to adopt fees for services provided by the City of Monticello with changes in the following sections: Cemetery Community Center Community Development - Building Community Development — Planning/Zoning Community Development — Economic Development Engineering License/Permits Miscellaneous Public Works Sanitary Sewer Storm Sewer Water A printed copy of the whole ordinance is available for inspection by any person during the City's regular office hours. The complete ordinance will be posted on the City's website following publication. APPROVED FOR PUBLICATION by the City Council of the City of Monticello, Minnesota, this 10th day of December, 2018. ATTEST: Jeff O'Neill City Administrator VOTING IN FAVOR: VOTING IN OPPOSITION: ABSENT: CITY OF MONTICELLO Brian Stumpf, Mayor City Council Agenda: 12/10/2018 3B. Public Hearing - Consideration of adopting Resolution 2048-95 establishing the final tax levv for 2019 (WO) A. REFERENCE AND BACKGROUND: Council and staff have met several times to discuss the city's proposed 2019 budget and tax levy. As a result, the Council approved a 2019 preliminary city levy of $9,962,000 and an HRA levy of $348,000. Both levies were certified to Wright County for inclusion on the November truth -in -taxation notices. The notices were mailed November 19th — 21 sc The proposed final city tax levy of $9,962,000 is $415,000 (4.3%) higher than 2018, and the proposed final HRA tax levy of $348,000 is $25,000 (7.7%) higher than 2018. The below graph reflects the levy over the last ten years. 51210M^ $10,040.M S8,I)MA0 $6,"Ao $2,00DX0 Property Tax Levy History 2010 2011 2017 2013 2014 7015 2015 2017 2018 2019 M Ukq Lewy ■ HRA Lewy The below graph compares the actual levy, a consumer price index (CPI) adjusted levy and population counts. Current year annualized inflation is 2.2%. Inflation for 2019 is estimated at 1.9%, the average of the prior 15 years presented on the graph. Tax Levy, CPI and population (2004-20191 $ii 16,440 $9 5e $ $6 O 3i $4 0 5z S it �� +4�'4�'i sy$ ,.p-0} �❑�O ��4 ��'4 ��'�r �q�b �� b ��'i �q�4 �a} 1�.4L0 -&-cm L"y —1—Aduel CCYy J�Popuhhion x,044 0 City Council Agenda: 12/10/2018 The following schedule displays the allocation of the levy over various funds: Fund General Fund MCC - Operating MCC - Debt 2019/2020/2021 Bonds* 2018A GO Bonds 2017A GO Bonds 2016A GO Bonds 2015B GO Bonds 2014 GO Judgment Bonds 2005A/2011A GO IBF 2007A/2008A GO Bonds 2010A GO IBF Total City Levy HRA Levy Total * Current and future debt 2015 2016 Property Property Taxes Taxes $5,882,000 $6,177,000 358,000 364,000 1,005,000 - - 300.000 2017 2018 2019 Property Property Property % $$ Taxes Taxes Taxes Change Change $6,291,000 $6,590,000 $6,670,000 1.2% $80,000 372,000 387,000 402,000 3.9% 15,000 50,000 783,000 662,354 -15.4% (120,646) - - 500,000 --- 500,000 - 450,159 429,782 -4.5% (20,377) 415,000 407,769 409,134 0.3% 1,365 195,288 203,425 200,905 -1.2% (2,520) 536,929 537,586 537,244 -0.1% (342) 139,783 148,061 150,581 1.7% 2,520 1,110, 000 - 0 --- - 40,000 40,000 0 -100.0% (40,000) $9,150,000 $9,547,000 $9,962,000 4.3% $415,000 280,000 323,000 348,000 7.7% 25,000 $9,430,000 $9,870,000 $10,310,000 4.5% $ 440,000 For budgeting purposes, staff used a base city tax levy target of $9,962,000. The base levy represented a $415,000 (4.3%) increase over the 2018 final levy. The General Fund portion of the levy increase by $80,000 (1.2%), while the portion of the levy allocated for current and future debt increases by $320,000 (12.5%). The tax capacity rates for each taxing authority within the city (left axis) and the total tax capacity rate (right axis) are shown in the following graph. Tax Capacity Ratus by Taxing Authority ro � in Ay *_ '°° w 40 � -• }Cauntq w fi0 ~ �Sd�od 113 m a - -- o ' ' 11P IA 4p, ' 191 e 41 The nuclear power plant $80.7M decrease in estimated market value was not offset by gains to other segments of the tax base, causing a tax capacity rate increase. In past years, power plant improvements absorbed much of the tax levy increases. In 2019, the opposite is true -other properties will absorb the portion of the levy Xcel once paid. The school district levies taxes based on the taxable market value and tax capacity. Only the taxes levied on tax capacity is represented by the chart above. 2 250,000 544,000 330,000 330,000 920,000 920,000 40,000 40,000 $8,535,000 $8,925,000 - 280,000 $8,535,000 $9,205,000 2017 2018 2019 Property Property Property % $$ Taxes Taxes Taxes Change Change $6,291,000 $6,590,000 $6,670,000 1.2% $80,000 372,000 387,000 402,000 3.9% 15,000 50,000 783,000 662,354 -15.4% (120,646) - - 500,000 --- 500,000 - 450,159 429,782 -4.5% (20,377) 415,000 407,769 409,134 0.3% 1,365 195,288 203,425 200,905 -1.2% (2,520) 536,929 537,586 537,244 -0.1% (342) 139,783 148,061 150,581 1.7% 2,520 1,110, 000 - 0 --- - 40,000 40,000 0 -100.0% (40,000) $9,150,000 $9,547,000 $9,962,000 4.3% $415,000 280,000 323,000 348,000 7.7% 25,000 $9,430,000 $9,870,000 $10,310,000 4.5% $ 440,000 For budgeting purposes, staff used a base city tax levy target of $9,962,000. The base levy represented a $415,000 (4.3%) increase over the 2018 final levy. The General Fund portion of the levy increase by $80,000 (1.2%), while the portion of the levy allocated for current and future debt increases by $320,000 (12.5%). The tax capacity rates for each taxing authority within the city (left axis) and the total tax capacity rate (right axis) are shown in the following graph. Tax Capacity Ratus by Taxing Authority ro � in Ay *_ '°° w 40 � -• }Cauntq w fi0 ~ �Sd�od 113 m a - -- o ' ' 11P IA 4p, ' 191 e 41 The nuclear power plant $80.7M decrease in estimated market value was not offset by gains to other segments of the tax base, causing a tax capacity rate increase. In past years, power plant improvements absorbed much of the tax levy increases. In 2019, the opposite is true -other properties will absorb the portion of the levy Xcel once paid. The school district levies taxes based on the taxable market value and tax capacity. Only the taxes levied on tax capacity is represented by the chart above. 2 City Council Agenda: 12/10/2018 Tax capacity values and rates will move in the opposite direction in a relatively stable levy environment. Tax capacity is calculated by multiplying the property's taxable market value by the class rate for a particular property type. For example, most residential property has a class rate of I% and most commercial has a class rate of 2%. Xcel plant additions are responsible for much of the incline in tax market values from 2012 to 2018. Consequently, reductions in Xcel valuations are responsible for the drop in 2019. Tax Capacity Values ani Tax Capacity Rates 535 , 52.421 530 74.0 $2!).1M 6Q_0 �5 5 —6—Ta); C2pecity Value —FT2x C2pacity Rete The city of Monticello has the lowest tax capacity rate in Wright County. Uy d Soolh Harm C14 ai cokow i City of Ckaruator { City 9WwaiELake i City or yPawdy a City W Mehr LeF.a { City A Annandale Clryror64tlfelo i City all Alatttraae � ClgrOtGtrK6otw i CgorDtdarko { Clry 01 RGOWd Cy ar AlmrNlk OW ar Kwaaer i City of 6i ildma claorc4aeoo CIty 01 MOWOW10 i 4D City Tax Rates - 2019 �Yt 24.0 ~ 0.0 2OA 44.0 OH Baa 100.11 126.6 14U 3 City Council Agenda: 12/10/2018 Al. Budget Impact: The levy provides significant resources for operations and debt service. The impacts are the levy amounts of $9,962,000 and $348,000. A2. Staff Workload Impact: The budget should serve staff as a guide to expenditure limits for 2019, but has no workload impact. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2018-95 establishing the city property tax levy for 2019 at $9,962,000 and the HRA levy for 2019 at $348,000. 2. Motion to adopt a Resolution to establish the city property tax levy for 2019 at $ (cannot exceed $9,962,000), and an HRA levy at $ (cannot exceed $348,000). 3. Motion to not adopt the 2019 tax levy at this time. C. STAFF RECOMMENDATION: City staff recommends Alternative #1, which sets the city property tax levy at $9,962,000 and the HRA levy at $348,000. D. SUPPORTING DATA: A. Resolution 2018-95 B. PowerPoint presentation to be handed out at the meeting 4 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-95 RESOLUTION ESTABLISHING THE 2019 PROPERTY TAX LEVY AND AUTHORIZING CANCELLATION OF CERTAIN DEFERRED TAX LEVIES WHEREAS, the Finance Director has prepared and submitted to the City Council a budget setting forth therein his estimated needs of the City of Monticello for operations, capital improvements and debt service for the fiscal year commencing January 1, 2019; and WHEREAS, the City Council has reviewed the same and has made such changes therein as appear to be in the best interest of the City of Monticello; NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello as follows: SECTION I. There is hereby levied upon all taxable property in the City of Monticello a direct ad valorem tax collectible in 2019 for the following purposes and in the following amounts: REVENUE NET CERTIFIED LEVY General $ 6,670,000 Community Center $ 402,000 Capital Projects - Future Debt $ 662,354 DEBT SERVICE FUNDS 1G.0. Bonds, Series 2010A $ - IG.O. Bonds, Series 2011A $ 150,581 1 G.O. Bonds, Series 2013A $ - G.O. Bonds, Series 2014A $ 537,244 1 G.O. Bonds, Series 2015B $ 200,905 1 G. 0. Bonds, Series 2016A $ 409,134 1 G.O. Bonds, Series 2017A $ 254,782 1 G. 0. Bonds, Series 2017A - Abatement $ 175,000 1 G.O. Bonds, Series 2018A $ 200,000 G. 0. Bonds, Series 2018A - Abatement $ 300,000 TOTAL TAX LEVY Is 9,962,000 SECTION II. There is hereby levied $348,000 upon all taxable real property within the City of Monticello a special benefit tax, collectible in 2019, under Section 469.033, subd. 6, of the HRA Act (HRA levy): SECTION III. It is hereby determined that sufficient monies are now on hand, or will be when needed, for the payment of principal and interest to come due during the year 2019 for certain bond issues outstanding of the City of Monticello. SECTION III. The Auditor -Treasurer of Wright County is hereby authorized and directed, pursuant to the provisions of Section 475.61, Minnesota Statutes Annotated, to cancel or otherwise amend the levies for said indebtedness heretofore made to be levied in the year 2018 for collection in the year 2019 as follows: Debt Service Levies Bond Resolution 2019 Le Levy Added (Canceled) G.O. Bonds, Series 2010A 218,350 - (218,350) G. 0. Bonds, Series 2011A _ 175,581 150,581 (25,000) G. 0. Bonds, Series 2013A 71,056 - (71,056)1 G. 0. Bonds, Series 2014A 604,389 537,244 (67,145) 1 1 G.O. Bonds, Series 2015B 200,905 200905 - G. 0. Bonds, Series 2016A 409,134 409,134 - G. 0. Bonds, Series 2017A 254,782 254,782 - G. 0. Bonds, Series 2017A - Abatement 175,000 175,000 - G. 0. Bonds, Series 2018A _ 190,771 200,000 9,229 G. 0. Bonds, Series 2018A - Abatement 280,000 300,000 _ 20,000 Total $ 2,579,968 $ 2,227,646 $ (352,322) SECTION IV. Specific City personnel are instructed to submit the following certifications to various government agencies by December 28, 2018: City Clerk -- certified copy of this resolution to the Wright County Auditor -Treasurer; Finance Director -- completed City and HRA levy Certification of Truth in Taxation Compliance forms to the Minnesota Department of Revenue; Finance Director -- City and HRA final levy certification forms to the Wright County Auditor -Treasurer. ADOPTED BY the Monticello City Council this 10th day of December, 2018. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator The above resolution was introduced by Councilmember and was duly seconded by Councilmember The following voting in favor: The following voted in opposition: CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of a resolution duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on December 10, 2018, and recorded in minutes of said meeting. Notary Public: Date: (STAT \7 J Jeff O'Neill, City Administrator City Council Agenda: 12/102018 4A. Consideration of adoutin2 Resolution 2018-96 annrovin2 the 2019 BUdLet (WO) A. REFERENCE AND BACKGROUND: City Council and staff met numerous times to discuss the proposed 2019 budget and tax levy. As a result, the Council approved a 2019 preliminary city levy of $9,962,000 and an HRA levy of $348,000, which were certified to Wright County for the tax notices mailed in November. The proposed 2019 final city levy is $415,000 (or 4.3%) more than the prior year levy. The proposed 2019 final HRA levy is $25,000 (or 7.7%) higher than 2018. For all budgeted funds, 2019 proposed expenditures and other uses total $44,763,000 and 2018 proposed revenues and other sources total $39,527,000. The difference between expenditures and other uses and revenues and other sources is either an addition to or subtraction from fund reserves. The council is not being asked to approve a capital improvement program, which is provided as a reference for future dialogue. Al. Budget Impact: Noted above. The city property tax levy is set at $9,962,000 and the HRA tax levy is set at $348,000 in this budget. A2. Staff Workload Impact: The budget should serve staff as a guide to expenditure limits for 2019, but has no workload impact. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2018-96 approving the 2019 expenditure budget at $44,763,000. 2. Motion to adopt a Resolution to approve the 2019 expenditure budget with modification to funds: Fund for 3. Motion not to approve the 2019 expenditure budget and to call for a special meeting to approve the budget prior to December 31St C. STAFF RECOMMENDATION: City staff recommends Alternative #1, to adopt the resolution approving the 2019 expenditure budget for all funds at $43,747,000. D. SUPPORTING DATA: A. Resolution 2018-96 B. Summary budget for each fund C. General Fund Summary D. Capital Improvement Plan E. PowerPoint presentation to be handed out at the meeting. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-96 ADOPTING THE 2019 BUDGET AND AUTHORIZING SPECIFIC FINANCE -RELATED ACTIVITIES WHEREAS, the budget is the fiscal blue print for the entire year where the City Council has considered and incorporated all foreseeable spending plans for 2019; and WHEREAS, the City, through sound fiscal policy, establishes that current revenues will be used to finance current expenditures and regularly -occurring capital expenditures; and WHEREAS, the City Council shall by this resolution set forth the total expenditures and uses, excluding depreciation, and the total revenues and other sources for each budgeted fund. NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello the following is hereby approved: SECTION 1. AUTHORIZATION OF ESTIMATED REVENUES FROM ALL SOURCES, APPROPRIATIONS, AND FUND BALANCE ADDED (EXPENDED): SECTION 2. TRANSFERS: By resolution, the Council can amend or rescind this section as the year progresses. The following list may include transfers for projects that have not received formal council authorization. Transfers for these projects can be rescinded any time during the budget year. a. To 2011A GO Improvement Bond Fund from EDA/TIF - $200,000. b. To 2010A GO Improvement Bond Fund from Street Reconstruction Fund $135,000. c. To FiberNet Fund from Liquor Fund - $100,000. d. To Park & Pathway Fund from Liquor Fund - $2,100,000. e. To Capital Projects Fund from Water Fund - $500,000. f. To the General Fund from the EDA Fund - $25,000. SECTION 3. CAPITAL EQUIPMENT AND IMPROVEMENT ACQUISITION: a. Appropriates resources for Central Equipment Fund purchases: Streets - bucket truck ($135,000*), sidewalk snow machine ($150,000); Parks - skid loader ($65,000*); Fire - SUV ($50,000), ladder truck ($1,300,000). Revenues Expenditures Fund Balance Fund 2019 Budget 2019 Budget Added (Expended) General Fund $ 8,586,000 $ 8,586,000 $ - SDecial Revenue Funds Economic Development 1,061,000 899,000 162,000 Cemetery 52,000 91,000 (39,000) Minnesota Investment 10,000 - 10,000 Monticello Community Center 2,000,000 2,045,000 (45,000) Total Special Revenue Funds 3,123,000 3,035,000 88,000 Debt Service Funds 2010A G.O. Improvement Bond 171,523 889,156 (717,633) 2011A G.O. Refunding Bond 395,817 429,150 (33,333) 2014A G.O. Judgment Bond 538,244 512,462 25,782 2015B G.O. Bonds 224,516 213,652 10,864 2016A G.O. Bonds 514,056 529,250 (15,194) 2017A G.O. Bonds 491,366 472,438 18,928 2018A G.O. Bonds 500,000 451,115 48,885 Total Debt Service Funds 2,835,522 3,497,223 (661,701) Capital Project Funds Capital Project 9,389,000 10,175,000 (786,000) Closed Bond Fund 69,000 - 69,000 Park & Pathway Dedication 2,162,000 2,605,000 (443,000) Stormwater Access 65,000 800,000 (735,000) Street Lighting Improvement 90,000 160,000 (70,000) Street Construction 20,000 135,000 (115,000) Total Capital Project Funds 11,795,000 13,875,000 (2,080,000) Enterprise Funds Water 1,561,747 1,513,113 48,634 Sewage 2,570,411 3,303,190 (732,779) Liquor 5,984,220 7,622,065 (1,637,845) Deputy Registrar 551,400 451.609 99,791 Fiber Optics 1,945,000 2,099,000 154,000) Total Enterprise Funds 12,612,778 14,988,977 (2,376,199) Internal Service Funds IT Services Z�3,300 249,200 4,100 Benefit Accrual 19,500 - 19,500 Central Equipment 301,900 531,600 (229,700) Total Internal Service Funds 574,700 780,800 (206,100) Total All Funds $ 39,527.000 $ 44,763,000 $ (5,236,000) SECTION 2. TRANSFERS: By resolution, the Council can amend or rescind this section as the year progresses. The following list may include transfers for projects that have not received formal council authorization. Transfers for these projects can be rescinded any time during the budget year. a. To 2011A GO Improvement Bond Fund from EDA/TIF - $200,000. b. To 2010A GO Improvement Bond Fund from Street Reconstruction Fund $135,000. c. To FiberNet Fund from Liquor Fund - $100,000. d. To Park & Pathway Fund from Liquor Fund - $2,100,000. e. To Capital Projects Fund from Water Fund - $500,000. f. To the General Fund from the EDA Fund - $25,000. SECTION 3. CAPITAL EQUIPMENT AND IMPROVEMENT ACQUISITION: a. Appropriates resources for Central Equipment Fund purchases: Streets - bucket truck ($135,000*), sidewalk snow machine ($150,000); Parks - skid loader ($65,000*); Fire - SUV ($50,000), ladder truck ($1,300,000). b. Appropriates resources for Enterprise Fund purchases: Sewage Fund — Vactor truck ($450,000), wastewater treatment plant mule ($20,000*); DMV Fund — fleet vehicle ($26,000*). c. In accordance with the purchasing policy, all capital asset (equipment, buildings, etc.) purchases included in this section are subject to further review and must be approved by specific council action. Items with denoted with an (*) require future council action. SECTION 4. OTHER BUDGET AUTHORIZING ACTIONS: a. Removes prior commitments and assignments, except those required by GASB, from fund balance classifications. b. Sets the General Fund reserve policy at 75% of expenditures. c. Approves Senior Center annual subsidy of $61,800. d. Approves a 2% wage adjustment to full-time, part-time (excluding MCC staff and volunteer Bre personnel) and seasonal employees for the pay period commencing on first pay period beginning in January 2019 and an additional I% commencing on first pay period beginning in July 2019. e. Establishes the monthly standard health insurance benefits for union employees at $1,151.08 with an effective date of March 1. The monthly standard health benefits for participating non-union employees are $752.02 for the single plan and $1,409.74 for the family plan. Premium contributions are required from family/dependent plan participants for the difference between the standard benefit and coverage costs. No contribution is required from single -plan and non -plan participants. ADOPTED BY the Monticello City Council this 10th day of December, 2018. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator Draft - BUDGET SUMMARY (12/06) FUND 2015 2016 2017 2018 2018 2019 % (GENERAL REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE IProperty Taxes $ 5,887,666 $ 6,183,861 $ 6,348,766 $ 6,590,000 $ 6,590,000 $ 6,670,000 1.2% ITax Increments - - - - - - --- I Franchise & Other Taxes 235,089 284,468 285,678 289,500 289,500 266,500 -7.9% ILicenses & Permits 460,834 668,602 600,733 398,750 398,750 405,700 1.7% IIntergovernmental Revenues 354,679 389,005 429,697 374,440 374,440 364,500 -2.7% ICharges for Services 352,286 374,046 419,397 421,000 421,000 636,800 51.3% Fines & Forfeits 42,474 30,656 36,702 36,500 36,500 36,500 0.0% (Special Assessments 1,330 275 2,289 300 300 500 66.7% (Miscellaneous 333,761 351,819 371,812 176,510 176,510 180,500 2.3% Operating Transfers - - - - - 25,000 --- ITOTAL REVENUES $ 7,668,119 $ 8,282,732 $ 8,495,074 $ 8,287,000 $ 8,287,000 $ 8,586,000 3.6% (EXPENDITURES IPersonnel Services $ 2,624,076 $ 2,785,408 $ 2,988,500 $ 3,295,557 $ 3,295,557 $ 3,417,837 3.7% (Supplies 503,059 494,690 555,135 CHANGE 742,050 742,050 671,900 -9.5% (Other Services & Charges 3,445,434 3,518,914 3,688,362 668,352 3,999,593 3,999,593 4,197,363 4.9% ICapital Outlay 142,800 193,800 210,700 115,250 249,800 249,800 298,900 19.7% (Operating Transfers 297,012 - 300,000 - - 700,000 - --- ITOTAL EXPENDITURES $ 7,012,381 $ 6,992,812 $ 7,742,697 $ 8,287,000 $ 8,987,000 $ 8,586,000 3.6% 1 (FUND BALANCE - JANUARY 1 $ 4,331,058 $ 4,986,796 $ 6,276,716 $ 7,029,093 $ 7,029,093 $ 6,329,093 162,000 (Excess (Deficiency) of $ 6.512.174 $ 7.142.330 $ 7.467.076 $ 7.637.888 $ 7.004.361 $ 7.166.361 Revenues over Expenditures 655,738 1,289,920 752,377 - (700,000) - FUND BALANCE -DECEMBER 31 $ 4,986,796 $ 6,276,716 $ 7,029,093 $ 7,029,093 $ 6,329,093 $ 6,329,093 (EDA FUND REVENUES Property Taxes Tax Increments Licenses & Permits Intergovernmental Revenues Charges for Services Fines & Forfeits Special Assessments Miscellaneous Operating Transfers ITOTAL REVENUES EXPENDITURES Personnel Services Supplies 10ther Services & Charges Capital Outlay Operating Transfers TOTAL EXPENDITURES FUND BALANCE - JANUARY 1 Excess (Deficiency) of Revenues over Expenditures FI INTI RAI AK7F - r1F75RFF 2015 2016 2017 2018 2018 2019 % ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE $ - $ 279,421 $ 279,567 $ 323,000 $ 323,000 $ 348,000 7.7% 727,617 668,352 648,031 635,678 635,678 617,344 -2.9% 209,620 470,349 211,951 115,250 115,250 95,656 -17.0% 94,900 - - - 116,473 - --- $ 1,032,137 $ 1,418,122 $ 1,139,549 $ 1,073,928 $ 1,190,401 $ 1,061,000 -1.2% $ 10,545 $ 68,957 $ 104,374 $ 110,670 $ 110,670 $ 121,702 10.0% 65 81 79 100 100 100 0.0% 364,429 272,448 420,132 261,276 261,276 253,472 -3.0% 1,056,591 257,980 90,218 331,070 1,081,070 298,726 -9.8% - 188,500 200,000 200,000 200,000 225,000 12.5% $ 1,431,630 $ 787,966 $ 814,803 $ 903,116 $ 1,653,116 $ 899,000 -0.5% $ 6,911,667 $ 6,512,174 $ 7,142,330 $ 7,467,076 $ 7,467,076 $ 7,004,361 (399,493) 630,156 324,746 170,812 (462,715) 162,000 $ 6.512.174 $ 7.142.330 $ 7.467.076 $ 7.637.888 $ 7.004.361 $ 7.166.361 Draft - BUDGET SUMMARY (12/06) 2015 2016 2017 2018 2018 2019 % (CEMETERY REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE Property Taxes $ $ $ $ $ $ Licenses & Permits Intergovernmental Revenues �Charges for Services 26,394 14,517 36,907 18,000 18,000 51,500 186.1% Fines & Forfeits - - - - - - --- ISpecial Assessments - - - - - - IMiscellaneous 465 596 653 600 600 500 -16.7% lContributed Capital - - - - - - 1Operating Transfers Debt Proceeds TOTAL REVENUES $ 26,859 $ 15,113 $ 37,560 $ 18,600 $ 18,600 $ 52,000 179.6% 1 EXPENDITURES Personnel Services $ 3,975 $ 1,070 $ 1,394 $ 3,803 $ 3,803 $ 3,803 0.0% Supplies 1,509 474 669 1,135 1,135 1,135 0.0% Other Services & Charges 19,771 15,494 16,277 22,785 22,785 26,062 14.4% ICapital Outlay - - - - - 60,000 --- 10perating Transfers - - - - - - --- ITOTAL EXPENDITURES $ 25,255 $ 17,038 $ 18,340 $ 27,723 $ 27,723 $ 91,000 228.2% 1 FUND BALANCE - JANUARY 1 $ 32,047 $ 33,651 $ 31,726 $ 50,946 $ 50,946 $ 41,823 Excess (Deficiency) of Revenues over Expenditures 1,604 (1,925) 19,220 (9,123) (9,123) (39,000) FUND BALANCE - DECEMBER 31 $ 33,651 $ 31,726 $ 50,946 $ 41,823 $ 41,823 $ 2,823 MINN INVESTMENT FUND 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE I Property Taxes $ $ $ $ $ $ 11-icenses & Permits Intergovernmental Revenues Charges for Services Fines & Forfeits Special Assessments Miscellaneous 15,715 17,760 15,795 15,000 15,000 10,000 -33.3% Operating Transfers - - - - - - ITOTAL REVENUES $ 15,715 $ 17,760 $ 15,795 $ 15,000 $ 15,000 $ 10,000 -33.3% 1 1EXPENDITURES Personnel Services $ - $ - $ - $ - $ - $ - ISupplies - 1Other Services & Charges 58,237 Capital Outlay - 1Operating Transfers 232,946 TOTAL EXPENDITURES $ - $ - $ - $ - $ 291,183 $ - FUND BALANCE -JANUARY 1 $ 1,104,689 $ 1,120,404 $ 1,138,164 $ 1,153,959 $ 1,153,959 $ 877,776 Excess (Deficiency) of Revenues over Expenditures 15,715 17,760 15,795 15,000 (276,183) 10,000 FUND BALANCE - DECEMBER 31 $ 1,120,404 $ 1,138,164 $ 1,153,959 $ 1,168,959 $ 877,776 $ 887,776 Draft - BUDGET SUMMARY (12/06) CENTER 1,022,382 2015 2016 2017 2018 2018 2019 % (COMMUNITY REVENUES 2016 ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ 1,363,000 $ 364,000 $ 372,000 $ 387,000 $ 387,000 $ 402,000 3.9% Licenses & Permits $ 710,000 - - - - - - --- Intergovernmental Revenues 635,678 - - - - - - --- Charges for Services - 1,401, 018 1,394,913 1,364,709 1,414, 900 1,414, 900 1,572, 500 11.1% Fines & Forfeits 8,489,231 - - - - - - --- ISpecial Assessments (Fines & Forfeits - - - - - - --- IMiscellaneous - 31,290 27,915 49,770 8,600 8,600 25,500 196.5% Operating Transfers 516,620 - - - - - - --- ITOTAL REVENUES $ 2,795,308 $ 1,786,828 $ 1,786,479 $ 1,810,500 $ 1,810,500 $ 2,000,000 10.5% 1 EXPENDITURES - - - ITOTAL REVENUES $ 3,870,019 $ 3,237,823 $ 2,979,383 Personnel Services $ 1,007,862 $ 1,061,074 $ 1,112,240 $ 1,164,961 $ 1,164,961 $ 1,210,585 3.9% Supplies 173,369 214,502 163,502 182,200 182,200 218,300 19.8% 10ther Services & Charges 396,411 378,665 520,656 480,626 480,626 466,115 -3.0% ICapital Outlay - 201 171,394 246,500 246,500 150,000 -39.1% Operating Transfers 1,029,046 - - - - - --- ITOTAL EXPENDITURES $ 2,606,688 $ 1,654,442 $ 1,967,792 $ 2,074,287 $ 2,074,287 $ 2,045,000 -1.4% 1 FUND BALANCE - JANUARY 1 $ 440,828 $ 629,448 $ 761,834 $ 580,521 $ 580,521 $ 316,734 Excess (Deficiency) of Revenues over Expenditures 188,620 132,386 (181,313) (263,787) (263,787) (45,000) FI Mir) RAI AN(:F - rlFrFKARFR 'Al G R)Q AAA G 7A1 RAA Q FRn r,71 4 '11A 74d G R1A 7Rd 4 771 7'Ad Revenue Funds Total 1,022,382 $ 1,131,101 $ 1,218,008 $ 1,279,434 $ 1,279,434 $ 1,336,090 (Special SPECIAL REVENUE FUNDS 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ 1,363,000 $ 643,421 $ 651,567 $ 710,000 $ 710,000 $ 750,000 5.6% (Tax Increments 727,617 668,352 648,031 635,678 635,678 617,344 -2.9% (Licenses & Permits - - - - - - $ 2,459,446 Ilntergovernmental Revenues - - - - - - 8,489,231 Charges for Services 1,427,412 1,409,430 1,401,616 1,432,900 1,432,900 1,624,000 13.3% (Fines & Forfeits - - - - - - --- ISpecial Assessments - - - - - - --- (Miscellaneous 257,090 516,620 278,169 139,450 139,450 131,656 -5.6% (Operating Transfers 94,900 - - - 116,473 - IDebt Proceeds - - - - - - ITOTAL REVENUES $ 3,870,019 $ 3,237,823 $ 2,979,383 $ 2,918,028 $ 3,034,501 $ 3,123,000 7.0% I (EXPENDITURES IPersonnel Services $ 1,022,382 $ 1,131,101 $ 1,218,008 $ 1,279,434 $ 1,279,434 $ 1,336,090 4.4% (Supplies 174,943 215,057 164,250 183,435 183,435 219,535 19.7% (Other Services & Charges 780,611 666,607 957,065 764,687 822,924 745,649 -2.5% ICapital Outlay 1,056,591 258,181 261,612 577,570 1,327,570 508,726 -11.9% (0perating Transfers 1,029,046 188,500 200,000 200,000 432,946 225,000 12.5% ITOTAL EXPENDITURES $ 4,063,573 $ 2,459,446 $ 2,800,935 $ 3,005,126 $ 4,046,309 $ 3,035,000 1.0% FUND BALANCE - JANUARY 1 $ 8,489,231 $ 8,295,677 $ 9,074,054 $ 9,252,502 $ 9,252,502 $ 8,240,694 Excess (Deficiency) of Revenues over Expenditures (193,554) 778,377 178,448 (87,098) (1,011,808) 88,000 FUND BALANCE - DECEMBER 31 $ 8,295,677 $ 9,074,054 $ 9,252,502 $ 9,165,404 $ 8,240,694 $ 8,328,694 $ 10,043,673 I $ 10,439,538 I $ 10,700,160 I $ 10,453,616 $ 9,944,906 I $ 9,728,697 Draft - BUDGET SUMMARY (12/06) DEBT SERVICE (DEBT SERVICE FUND IMPROVEMENT BOND 2015 2016 2017 2018 2018 2019 % I2007A REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE Property Taxes $ 420,000 $ 420,000 $ 610,000 $ $ $ Licenses & Permits - - - IIntergovernmental Revenues Charges for Services Fines & Forfeits - - - ISpecial Assessments 120,816 116,065 105,256 Miscellaneous 1,882 675 - 1Operating Transfers - - IDebt Proceeds - - - ITOTAL REVENUES $ 542,698 $ 536,740 $ 715,256 $ $ $ 1EXPENDITURES Personnel Services $ - $ - $ - $ $ $ Supplies - - 1Other Services & Charges 225 208 ICapital Outlay - - - IDebt Service 620,840 1,182,993 535,500 10perating Transfers - - 3,910 TOTAL EXPENDITURES $ 621,065 $ 1,183,201 $ 539,410 $ $ $ FUND BALANCE - JANUARY 1 $ 548,982 $ 470,615 $ (175,846) $ $ Excess (Deficiency) (Deficiency) of Revenues over Expenditures (78,367) (646,461) 175,846 FI INr) RAI AKI F _ r)Fr.FMRFR'11 ct AM R1F cIz (17r, AAA) ct _ Q P $ REVENUE REFUNDING 2015 2016 2017 2018 2018 2019 % I2008A REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE Property Taxes $ $ $ $ $ $ Licenses & Permits Intergovernmental Revenues Charges for Services Fines & Forfeits Special Assessments Miscellaneous 10perating Transfers 1,005,000 Debt Proceeds - ITOTAL REVENUES $ 1,005,000 $ $ $ $ $ EXPENDITURES Personnel Services $ - $ $ $ $ $ Supplies 10ther Services & Charges Capital Outlay - IDebt Service 1,000,759 10perating Transfers 5,872 TOTAL EXPENDITURES $ 1,006,631 $ $ $ $ $ FUND BALANCE - JANUARY 1 $ 1,631 $ $ $ $ Excess (Deficiency) (Deficiency) of Revenues over Expenditures (1,631) FUND BALANCE -DECEMBER 31 $ - $ $ $ $ $ Draft - BUDGET SUMMARY (12/06) G.O. SEWER REFUNDING 2015 2016 2017 2018 2018 2019 % I2008B REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ 500,000 $ 500,000 $ 500,000 $ $ $ 11-icenses & Permits - - - 68,483 59,846 787.240 $ �Intergovernmental Revenues 42,715 36,523 -14.5% 5,775 7,799 10,749 Charges for Services - - - --- 246,783 565,636 Fines & Forfeits 44,899 44,899 135,000 200.7% $ 362,815 Special Assessments - - 127,614 $ 127,614 $ 171,523 34.4% IMiscellaneous 7,709 21,492 $ - $ - $ loperating Transfers 1,089,754 685,000 Debt Proceeds - - - ITOTAL REVENUES $ 1,597,463 $ 1,206,492 $ 500,000 $ $ $ EXPENDITURES Personnel Services $ - $ - $ - $ $ $ Supplies 10ther Services & Charges ICapital Outlay - - - IDebt Service 1,048,767 1,567,706 1,521,434 loperating Transfers - - 46,356 TOTAL EXPENDITURES $ 1,048,767 $ 1,567,706 $ 1,567,790 $ $ $ FUND BALANCE - JANUARY 1 $ 880,308 $ 1,429,004 $ 1,067,790 $ $ $ Excess (Deficiency) of Revenues over Expenditures 548,696 (361,214) (1,067,790) FUND BALANCE - DECEMBER 31 $ 1,429,004 $ 1,067,790 $ - $ $ $ 2010A GO IMPROVEMENT BONE REVENUES Property Taxes Licenses & Permits Intergovernmental Revenues Charges for Services Fines & Forfeits Special Assessments Miscellaneous Operating Transfers Debt Proceeds ITOTAL REVENUES EXPENDITURES Personnel Services Supplies 10ther Services & Charges Capital Outlay Debt Service Operating Transfers TOTAL EXPENDITURES FUND BALANCE - JANUARY 1 Excess (Deficiency) of Revenues over Expenditures FUND BALANCE - DECEMBER 31 2015 2016 2017 300,074 2018 2018 2019 % ACTUAL ACTUAL ACTUAL 889,156 196.3% BUDGET PROJECTED BUDGET CHANGE $ 40,000 $ 40,000 $ 40,000 $ 40,000 $ 40,000 $ -100.0% 70,257 68,483 59,846 787.240 $ 42,715 42,715 36,523 -14.5% 5,775 7,799 10,749 - - - --- 246,783 565,636 130,986 44,899 44,899 135,000 200.7% $ 362,815 $ 681,918 $ 241,581 $ 127,614 $ 127,614 $ 171,523 34.4% $ - $ - $ - $ - $ - $ 303,074 304,708 305,343 300,074 300,074 889,156 196.3% $ 303,074 $ 304,708 $ 305,343 $ 300,074 $ 300,074 $ 889,156 196.3% $ 586,511 $ 646,252 $ 1,023,462 $ 959,700 $ 959,700 $ 787,240 59,741 377,210 (63,762) (172,460) (172,460) (717,633) S 646.252 $ 1.023.462 $ 959.700 $ 787.240 $ 787.240 $ 69.607 Draft - BUDGET SUMMARY (12/06) 2011A G.O. BOND FUND (2005A) 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ 330,000 $ 330,000 $ 139,783 $ 148,061 $ 148,061 $ 150,581 1.7% Licenses & Permits - - - - - - --- Intergovernmental Revenues Charges for Services Fines & Forfeits Special Assessments 2,042,331 336,960 164,937 46,314 46,314 44,236 -4.5% Miscellaneous 220,210 212,695 10,665 1,000 1,000 1,000 0.0% 10perating Transfers 964,508 188,500 468,376 200,000 200,000 200,000 0.0% Debt Proceeds - - - - - - --- ITOTAL REVENUES $ 3,557,049 $ 1,068,155 $ 783,761 $ 395,375 $ 395,375 $ 395,817 0.1% EXPENDITURES Personnel Services $ - $ - $ - $ - $ - $ - --- ISupplies 10ther Services & Charges Capital Outlay Debt Service 2,461,375 2,427,008 784,375 780,100 780,100 429,150 -45.0% Operating Transfers - - - - - - --- ITOTAL EXPENDITURES $ 2,461,375 $ 2,427,008 $ 784,375 $ 780,100 $ 780,100 $ 429,150 -45.0% 1 IFUNDBALANCE - JANUARY 1 $ 1,730,084 $ 2,825,758 $ 1,466,905 $ 1,466,291 $ 1,466,291 $ 1,081,566 Excess (Deficiency) of Revenues over Expenditures 1,095,674 (1,358,853) (614) (384,725) (384,725) (33,333) FUND BALANCE - DECEMBER 31 $ 2,825,758 $ 1,466,905 $ 1,466,291 $ 1,081,566 $ 1,081,566 $ 1,048,233 2011A REFUNDING BOND 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE I Property Taxes $ $ $ $ $ $ 11-icenses & Permits Intergovernmental Revenues Charges for Services Fines & Forfeits Special Assessments Miscellaneous 10perating Transfers Debt Proceeds ITOTAL REVENUES $ $ $ $ $ $ EXPENDITURES Personnel Services $ $ $ $ $ $ Supplies 10ther Services & Charges Capital Outlay Debt Service 10perating Transfers TOTAL EXPENDITURES $ $ $ $ $ $ FUND BALANCE - JANUARY 1 $ $ $ $ $ $ Excess (Deficiency) of Revenues over Expenditures FUND BALANCE - DECEMBER 31 $ $ $ $ $ $ Draft - BUDGET SUMMARY (12/06) 2014A G.O. JUDGMENT BONDS 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ $ 544,000 $ 536,929 $ 537,586 $ 537,586 $ 537,244 -0.1% Licenses & Permits $ - - - - - �Intergovernmental Revenues 163,879 515,520 512,086 - 512,736 512,736 512,462 -0.1% Charges for Services - - - - - - --- Fines & Forfeits $ 163,879 $ 515,520 $ 512,086 $ 512,736 $ 512,736 $ 512,462 -0.1% Special Assessments $ 169,152 - - - - - $ 88,664 IMiscellaneous 2,077 689 1,452 1,000 1,000 1,000 0.0% Operating Transfers - - - - - - --- I Debt Proceeds - - - - - - $ 114,446 ITOTAL REVENUES $ 2,077 $ 544,689 $ 538,381 $ 538,586 $ 538,586 $ 538,244 -0.1% EXPENDITURES Personnel Services $ $ $ $ $ $ Supplies % REVENUES ACTUAL ACTUAL ACTUAL 10ther Services & Charges PROJECTED BUDGET CHANGE �Property Taxes $ $ 250,000 Capital Outlay $ 203,425 $ 203,425 $ 200,905 -1.2% Licenses & Permits Debt Service 163,879 515,520 512,086 - 512,736 512,736 512,462 -0.1% Operating Transfers - - - - - - --- ITOTAL EXPENDITURES $ 163,879 $ 515,520 $ 512,086 $ 512,736 $ 512,736 $ 512,462 -0.1% FUND BALANCE - JANUARY 1 $ 169,152 $ 7,350 $ 36,519 $ 62,814 $ 62,814 $ 88,664 Excess (Deficiency) of - - - ISpecial Assessments Revenues over Expenditures (161,802) 29,169 26,295 24,417 25,850 25,850 25,782 FUND BALANCE - DECEMBER 31 $ 7,350 $ 36,519 $ 62,814 $ 88,664 $ 88,664 $ 114,446 I 0.0% Operating Transfers - - - 2015B G.O. Bonds 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ $ 250,000 $ 195,288 $ 203,425 $ 203,425 $ 200,905 -1.2% Licenses & Permits - - - - - �Intergovernmental Revenues Charges for Services Fines & Forfeits - - - - - ISpecial Assessments 27,855 25,320 24,417 24,417 22,611 -7.4% Miscellaneous 665 520 1,403 1,000 1,000 1,000 0.0% Operating Transfers - - - - - - --- I Debt Proceeds - - - - - - ITOTAL REVENUES $ 665 $ 278,375 $ 222,011 $ 228,842 $ 228,842 $ 224,516 -1.9% 1 EXPENDITURES Personnel Services $ - $ - $ - $ - $ - $ - ISupplies 10ther Services & Charges ICapital Outlay - - - - - IDebt Service 212,626 208,225 216,000 216,000 213,652 -1.1% Operating Transfers - - - - - --- ITOTAL EXPENDITURES $ $ 212,626 $ 208,225 $ 216,000 $ 216,000 $ 213,652 -1.1% FUND BALANCE - JANUARY 1 $ $ 665 $ 66,414 $ 80,200 $ 80,200 $ 93,042 Excess (Deficiency) of Revenues over Expenditures 665 65,749 13,786 12,842 12,842 10,864 FUND BALANCE - DECEMBER 31 $ 665 $ 66,414 $ 80,200 $ 93,042 $ 93,042 $ 103,906 Draft - BUDGET SUMMARY (12/06) 2016A G.O. Bonds 2015 2018 2016 2017 % 2018 2018 2019 % REVENUES ACTUAL 1PROPERTYTAXES $ ACTUAL ACTUAL $ 450,159 BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ $ - --- $ 415,000 $ 407,769 $ 407,769 $ 409,134 0.3% Licenses & Permits - - - --- - - - --- Intergovernmental Revenues $ 472,438 0.4% ISPECIALASSESSMENTS 102,235 70,000 70,000 61,084 -12.7% MISCELLANEOUS 310 Charges for Services - 500 --- 1OPERATING TRANSFERS - 102,545 49,809 - 18,928 Fines & Forfeits - - - - $ 171,282 ITOTAL REVENUES $ $ $ 102,545 $ 520,159 $ 520,159 Special Assessments -5.5% 263,182 174,352 110,000 110,000 103,922 -5.5% Miscellaneous 456 6,316 - - 1,000 --- 10perating Transfers - - - IDebt Proceeds - - - - - ITOTAL REVENUES $ $ 263,638 $ 595,668 $ 517,769 $ 517,769 $ 514,056 -0.7% 1 EXPENDITURES Personnel Services $ $ - $ - $ - $ - $ - ISupplies 10ther Services & Charges ICapital Outlay - - - - - IDebt Service 800 524,546 527,900 527,900 529,250 0.3% Operating Transfers - - - - - --- ITOTAL EXPENDITURES $ $ 800 $ 524,546 $ 527,900 $ 527,900 $ 529,250 0.3% 1 FUND BALANCE - JANUARY 1 $ $ - $ 262,838 $ 333,960 $ 333,960 $ 323,829 Excess (Deficiency) of Revenues over Expenditures 262,838 71,122 (10,131) (10,131) (15,194) FUND BALANCE - DECEMBER 31 $ $ 262,838 $ 333,960 $ 323,829 $ 323,829 $ 308,635 I 2017A G.O. Bonds 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE 1PROPERTYTAXES $ $ $ $ 450,159 $ 450,159 $ 429,782 -4.5% LICENSES & PERMITS - - - - --- IINTERGOVERNMENTAL REVENI 470,350 470,350 472,438 0.4% CHARGES FOR SERVICES - - - --- FINES & FORFEITS $ - - - $ 472,438 0.4% ISPECIALASSESSMENTS 102,235 70,000 70,000 61,084 -12.7% MISCELLANEOUS 310 - - 500 --- 1OPERATING TRANSFERS - 102,545 49,809 - 18,928 IBOND PROCEEDS - - - - $ 171,282 ITOTAL REVENUES $ $ $ 102,545 $ 520,159 $ 520,159 $ 491,366 -5.5% EXPENDITURES PERSONNEL SERVICES $ $ $ $ $ $ ISUPPIES OTHER SERVICES & CHARGES CAPITAL OUTLAY - --- DEBT SERVICE 470,350 470,350 472,438 0.4% OPERATING TRANSFERS - - - --- ITOTAL EXPENDITURES $ $ $ $ 470,350 $ 470,350 $ 472,438 0.4% 1 FUND BALANCE - JANUARY 1 $ $ $ $ 102,545 $ 102,545 $ 152,354 Excess (Deficiency) of Revenues over Expenditures 102,545 49,809 49,809 18,928 FUND BALANCE - DECEMBER 31 $ $ $ 102,545 $ 152,354 $ 152,354 $ 171,282 Draft - BUDGET SUMMARY (12/06) 2018A G.O. Bonds REVENUES 1PROPERTY TAXES LICENSES & PERMITS INTERGOVERNMENTAL REVENI CHARGES FOR SERVICES FINES & FORFEITS SPECIAL ASSESSMENTS MISCELLANEOUS OPERATING TRANSFERS BOND PROCEEDS ITOTAL REVENUES EXPENDITURES PERSONNEL SERVICES ISUPPIES OTHER SERVICES & CHARGES CAPITAL OUTLAY DEBT SERVICE OPERATING TRANSFERS TOTAL EXPENDITURES FUND BALANCE - JANUARY 1 Excess (Deficiency) of Revenues over Expenditures FUND BALANCE - DECEMBER 31 2015 2016 2017 2018 2018 2019 % ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE $0 $0 $0 $0 $0 $500,000 --- 5,000 $ $ $ $ 5,000 $ 500,000 --- 5,000 $ $ $ $ 5,000 451,115 --- 451,115 --- 5,000 48,885 53,885 Debt Service Funds DEBT SERVICE FUNDS 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ 1,290,000 $ 2,084,000 $ 2,437,000 $ 1,787,000 $ 1,787,000 $ 2,227,646 24.7% Licenses & Permits - - - - - - --- Intergovernmental Revenues Charges for Services Fines & Forfeits Special Assessments 2,233,404 812,545 631,946 293,446 293,446 268,376 -8.5% Miscellaneous 238,318 244,326 30,895 3,000 3,000 4,500 50.0% 10perating Transfers 3,306,045 1,439,136 599,362 244,899 249,899 335,000 36.8% Debt Proceeds - - - - - - --- ITOTAL REVENUES $ 7,067,767 $ 4,580,007 $ 3,699,203 $ 2,328,345 $ 2,333,345 $ 2,835,522 21.8% 1 1 EXPENDITURES Personnel Services $ - $ - $ - $ - $ - $ - --- ISupplies - - 1Other Services & Charges 225 208 ICapital Outlay - - IDebt Service 5,598,694 6,211,361 4,391,509 2,807,160 2,807,160 3,497,223 24.6% Operating Transfers 5,872 - 50,266 - - - --- ITOTAL EXPENDITURES $ 5,604,791 $ 6,211,569 $ 4,441,775 $ 2,807,160 $ 2,807,160 $ 3,497,223 24.6% 1 FUND BALANCE - JANUARY 1 $ 3,916,668 $ 5,379,644 $ 3,748,082 $ 3,005,510 $ 3,005,510 $ 2,531,695 Excess (Deficiency) of Revenues over Expenditures 1,462,976 (1,631,562) (742,572) (478,815) (473,815) (661,701) FUND BALANCE - DECEMBER 31 $ 5,379,644 $ 3,748,082 $ 3,005,510 $ 2,526,695 $ 2,531,695 $ 1,869,994 Draft - BUDGET SUMMARY (12/06) CAPITAL PROJECTS FUNDS i $ $ $ $ $ CAPITAL PROJECT FUND 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ 79,146 $ 364,132 $ 119,409 $ 783,000 $ 783,000 $ 662,354 -15.4% Franchise & Other Taxes 36,865 70,527 77,057 36,000 36,000 36,000 0.0% Intergovernmental Revenues 945,756 1,652,358 910,397 - - 150,000 --- Charges for Services - - - $ 6,015,693 - $ 3,846,166 Wines & Forfeits - - - ISpecial Assessments 276,023 40,670 36,288 (3,231,000) - (786,000) IMiscellaneous 8,176 44,476 67,569 - - 40,646 --- 10perating Transfers - - 300,000 600,000 1,316,473 500,000 -16.7% Debt Proceeds 2,651,898 4,997,503 5,078,814 5,000,000 5,000,000 8,000,000 60.0% TOTAL REVENUES $ 3,997,864 $ 7,169,666 $ 6,589,534 $ 6,419,000 $ 7,135,473 $ 9,389,000 46.3% EXPENDITURES Personnel Services $ - $ $ $ $ $ Supplies 135 TOTAL EXPENDITURES $ 855,000 $ 1 FUND BALANCE - JANUARY 1 $ 1,018,764 $ Excess (Deficiency) of 10ther Services & Charges 96,400 112,400 92,291 - ICapitalOutlay 1,268,277 4,957,987 5,303,647 9,650,000 9,300,000 10,175,000 Operating Transfers - - - - 5,000 - ITOTAL EXPENDITURES $ 1,364,812 $ 5,070,387 $ 5,395,938 $ 9,650,000 $ 9,305,000 $ 10,175,000 1 FUND BALANCE - JANUARY 1 $ 89,766 $ 2,722,818 $ 4,822,097 $ 6,015,693 $ 6,015,693 $ 3,846,166 Excess (Deficiency) of Revenues over Expenditures 2,633,052 2,099,279 1,193,596 (3,231,000) (2,169,527) (786,000) FUND BALANCE - DECEMBER 31 $ 2,722,818 $ 4,822,097 $ 6,015,693 $ 2,784,693 $ 3,846,166 $ 3,060,166 (CLOSED BOND FUND 2015 2016 2017 2018 2018 2019 REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET �Property Taxes $ - $ - $ - $ - $ - $ 11-icenses & Permits Intergovernmental Revenues Charges for Services Fines & Forfeits Special Assessments Miscellaneous Operating Transfers Debt Proceeds ITOTAL REVENUES $ EXPENDITURES 695,738 130,932 244,690 54,000 54,000 64,000 16,933 15,308 (10,727) 5,000 5,000 5,000 5,872 - 50,266 - - - 718,543 $ 146,240 $ 284,229 $ 59,000 $ 59,000 $ 69,000 Personnel Services $ $ Supplies 10ther Services & Charges Capital Outlay 10perating Transfers 855,000 TOTAL EXPENDITURES $ 855,000 $ 1 FUND BALANCE - JANUARY 1 $ 1,018,764 $ Excess (Deficiency) of Revenues over Expenditures (136,457) FUND BALANCE - DECEMBER 31 $ 882,307 $ 753,500 80,000 753,500 $ 80,000 $ - $ - $ 882,307 $ 275,047 $ 479,276 $ 479,276 $ 538,276 (607,260) 204,229 59,000 59,000 69,000 275,047 $ 479,276 $ 538,276 $ 538,276 $ 607,276 5.4% 5.4% CHANGE Draft - BUDGET SUMMARY (12/06) & PATHWAY DEDICATION 2015 2016 2017 2018 2018 2019 % (PARK REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE Property Taxes $ $ $ $ $ $ $ 11-icenses & Permits $ 11-icenses & Permits Intergovernmental Revenues 100,000 Intergovernmental Revenues Charges for Services 107,929 Charges for Services 285,251 Fines & Forfeits - 50,000 50,000 60,000 20.0% Fines & Forfeits ISpecial Assessments 112,408 - - - - --- ISpecial Assessments Miscellaneous 15,225 36,439 17,922 2,000 2,000 62,000 3000.0% 10perating Transfers 855,000 753,500 80,000 400,000 400,000 2,100,000 425.0% TOTAL REVENUES $ 1,190,562 $ 789,939 $ 97,922 $ 402,000 $ 402,000 $ 2,162,000 437.8% 1 EXPENDITURES IDebt Proceeds - - - - Personnel Services $ - $ - $ - $ - $ - $ - --- ISupplies 7,000 - - EXPENDITURES 1Other Services & Charges 48,707 62,755 1,192 Personnel Services $ - ICapital Outlay 636,528 1,342,983 209,489 670,000 280,000 2,605,000 288.8% Operating Transfers - - - - - - --- ITOTAL EXPENDITURES $ 692,235 $ 1,405,738 $ 210,681 $ 670,000 $ 280,000 $ 2,605,000 288.8% 1 IFUNDBALANCE - JANUARY 1 $ 738,333 $ 1,236,660 $ 620,861 $ 508,102 $ 508,102 $ 630,102 800,000 Excess (Deficiency) of 10perating Transfers - 235,567 268,376 - Revenues over Expenditures 498,327 (615,799) (112,759) (268,000) 122,000 (443,000) $ - FUND BALANCE - DECEMBER 31 $ 1,236,660 $ 620,861 $ 508,102 $ 240,102 $ 630,102 $ 187,102 $ 1,220,592 STORMWATER ACCESS FUND 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ $ $ $ $ $ 11-icenses & Permits Intergovernmental Revenues Charges for Services 285,251 285,251 107,166 50,000 50,000 60,000 20.0% Fines & Forfeits - - - - - - --- ISpecial Assessments - - - - - - IMiscellaneous 15,399 15,399 17,542 15,000 15,000 5,000 -66.7% Operating Transfers - - - - - - IDebt Proceeds - - - - - - --- ITOTAL REVENUES $ 300,650 $ 300,650 $ 124,708 $ 65,000 $ 65,000 $ 65,000 0.0% EXPENDITURES Personnel Services $ - $ - $ - $ - $ - $ - --- ISupplies - - - - 1Other Services & Charges 322 18,540 11,840 167,000 ICapital Outlay - - - - 800,000 --- 10perating Transfers - 235,567 268,376 - - --- ITOTAL EXPENDITURES $ 322 $ 254,107 $ 280,216 $ - $ 167,000 $ 800,000 --- FUND BALANCE - JANUARY 1 $ 873,721 $ 1,174,049 $ 1,220,592 $ 1,065,084 $ 1,065,084 $ 963,084 Excess (Deficiency) of Revenues over Expenditures 300,328 46,543 (155,508) 65,000 (102,000) (735,000) FUND BALANCE - DECEMBER 31 $ 1,174,049 $ 1,220,592 $ 1,065,084 $ 1,130,084 $ 963,084 $ 228,084 Draft - BUDGET SUMMARY (12/06) LIGHT IMPROVEMENTS 2015 2016 2017 2018 2018 2019 % (STREET REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ - $ - $ - $ - $ - $ - --- Franchise & Other Taxes 80,119 77,790 109,191 80,000 80,000 80,000 0.0% Licenses & Permits - - - - - - --- Intergovernmental Revenues $160,000 -46.7% 1 IFUNDBALANCE - JANUARY 1 $ 922,880 $ 681,660 $ 719,319 $ 842,972 $ 842,972 $ Charges for Services Excess (Deficiency) of Charges for Services Fines & Forfeits (241,220) 37,659 123,653 (210,000) (335,000) (70,000) FUND BALANCE - DECEMBER 31 $ Special Assessments 719,319 $ 842,972 $ 632,972 $ 507,972 $ 437,972 I Miscellaneous 12,220 9,329 14,462 10,000 10,000 10,000 0.0% Operating Transfers - - - - - - --- I Debt Proceeds - - - - - - --- ITOTAL REVENUES $ 92,339 $ 87,119 $ 123,653 $ 90,000 $ 90,000 $ 90,000 0.0% EXPENDITURES Personnel Services $ $ $ $ $ $ 2018 Supplies 2019 % REVENUES ACTUAL ACTUAL 10ther Services & Charges BUDGET PROJECTED BUDGET CHANGE �Property Taxes ICapital Outlay 333,559 49,460 $ 300,000 425,000 160,000 -46.7% Operating Transfers - - - - - ITOTAL EXPENDITURES $333,559 $49,460 $0 $300,000 $425,000 $160,000 -46.7% 1 IFUNDBALANCE - JANUARY 1 $ 922,880 $ 681,660 $ 719,319 $ 842,972 $ 842,972 $ 507,972 Excess (Deficiency) of Charges for Services Revenues over Expenditures (241,220) 37,659 123,653 (210,000) (335,000) (70,000) FUND BALANCE - DECEMBER 31 $ 681,660 $ 719,319 $ 842,972 $ 632,972 $ 507,972 $ 437,972 I STREET RECONSTRUCTION 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ $ $ $ $ $ 11-icenses & Permits Intergovernmental Revenues Charges for Services Fines & Forfeits Special Assessments Miscellaneous 24,910 28,177 23,867 20,000 20,000 20,000 0.0% Operating Transfers - - - - - - --- I Debt Proceeds - - - - - - --- ITOTAL REVENUES $ 24,910 $ 28,177 $ 23,867 $ 20,000 $ 20,000 $ 20,000 0.0% EXPENDITURES Personnel Services $ - $ - $ - $ - $ - $ - --- ISupplies 10ther Services & Charges Capital Outlay 10perating Transfers 45,608 45,693 44,899 44,899 135,000 200.7% TOTAL EXPENDITURES $ - $ 45,608 $ 45,693 $ 44,899 $ 44,899 $ 135,000 200.7% 1 IFUNDBALANCE - JANUARY 1 $ 1,751,033 $ 1,775,943 $ 1,758,512 $ 1,736,686 $ 1,736,686 $ 1,711,787 Excess (Deficiency) of Draft - BUDGET SUMMARY (12/06) Total Capital Project TOTAL CAPITAL PROJECT 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE Property Taxes $ 79,146 $ 364,132 $ 119,409 $ 783,000 $ 783,000 $ 662,354 -15.4% Tax Increments - - - - - - --- I Franchise & Other Taxes $116,984 $148,317 $186,248 $116,000 $116,000 $116,000 0.0% Licenses & Permits - - - - - - --- Intergovernmental Revenues 1,045,756 1,652,358 910,397 - - 150,000 --- �Chargesfor Services 393,180 285,251 107,166 50,000 50,000 60,000 20.0% Fines & Forfeits - - - - - - --- ISpecial Assessments 1,084,169 171,602 280,978 54,000 54,000 64,000 18.5% Miscellaneous 92,863 149,128 130,635 52,000 52,000 142,646 174.3% Operating Transfers 860,872 753,500 430,266 1,000,000 1,716,473 2,600,000 160.0% Debt Proceeds $ 2,651,898 4,997,503 5,078,814 $ 5,000,000 5,000,000 8,000,000 60.0% TOTAL REVENUES $ 6,324,868 $ 8,521,791 $ 7,243,913 $ 7,055,000 $ 7,771,473 $ 11,795,000 67.2% 1 EXPENDITURES $ 181,810 $ 258,068 $ 253,566 $ 320,444 $ 342,549 $ 329,016 2.7% Personnel Services $ - $ - $ - $ - $ - $ - --- ISupplies 7,135 - - 334,579 - 334,947 0.1% 1Other Services & Charges 145,429 193,695 105,323 - 167,000 150,000 -13.0% I Capital Outlay 2,238,364 6,350,430 5,513,136 10,620,000 10,005,000 13,740,000 29.4% 10perating Transfers $ 855,000 1,034,675 394,069 $ 44,899 49,899 135,000 200.7% TOTAL EXPENDITURES $ 3,245,928 $ 7,578,800 $ 6,012,528 $ 10,664,899 $ 10,221,899 $ 13,875,000 30.1% 1 FUND BALANCE - JANUARY 1 $ 5,394,497 $ 8,473,437 $ 9,416,428 $ 10,647,813 $ 10,647,813 $ 8,197,387 Excess (Deficiency) of 34,406 (389,135) 944,754 (280,332) (302,437) 48,634 Revenues over Expenditures 4,785,819 3,078,940 942,991 1,231,385 5,061,106 (3,609,899) (2,450,426) (2,080,000) FUND BALANCE - DECEMBER 31 $ 8.473.437 $ 9.416.428 $ 10.647.813 $ 7.037.914 $ 8.197.387 $ 6.117.387 (WATER FUND 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE Property Taxes $ - $ - $ - $ - $ - $ - --- 11-icenses & Permits 46,993 68,671 64,305 65,000 65,000 65,000 0.0% Intergovernmental Revenues - - - - - - --- Charges for Services 1,276,442 1,229,560 1,395,968 1,168, 841 1,168, 841 1,384,247 18.4% Fines & Forfeits - - - - - - --- ISpecial Assessments (2,493) (12,856) - 25,000 25,000 25,000 0.0% Miscellaneous 99,798 121,874 105,658 68,500 68,500 68,500 0.0% Contributed Capital 31,347 22,387 27,087 19,000 19,000 19,000 0.0% Operating Transfers - - - - - - --- I Debt Proceeds - - - - - - --- ITOTAL REVENUES $ 1,452,087 $ 1,429,636 $ 1,593,018 $ 1,346,341 $ 1,346,341 $ 1,561,747 16.0% 1 EXPENDITURES Personnel Services $ 181,810 $ 258,068 $ 253,566 $ 320,444 $ 342,549 $ 329,016 2.7% Supplies 152,257 181,391 142,492 199,150 199,150 199,150 0.0% Other Services & Charges 256,740 230,153 240,276 334,579 334,579 334,947 0.1% ICapital Outlay 35,916 949,832 11,930 172,500 172,500 150,000 -13.0% Operating Transfers 790,958 199,327 - 600,000 600,000 500,000 -16.7% TOTAL EXPENDITURES $ 1,417,681 $ 1,818,771 $ 648,264 $ 1,626,673 $ 1,648,778 $ 1,513,113 -7.0% 1 FUND BALANCE -JANUARY 1 $ 4,751,413 $ 4,785,819 $ 4,396,684 $ 5,341,438 $ 5,341,438 $ 5,039,001 Excess (Deficiency) of Revenues over Expenditures 34,406 (389,135) 944,754 (280,332) (302,437) 48,634 FUND BALANCE - DECEMBER 31 $ 4,785,819 $ 4,396,684 $ 5,341,438 $ 5,061,106 $ 5,039,001 $ 5,087,635 Draft - BUDGET SUMMARY (12/06) FUND 2015 2015 2016 2017 2018 2018 2018 2019 % (SEWAGE REVENUES ACTUAL ACTUAL ACTUAL ACTUAL CHANGE BUDGET PROJECTED BUDGET CHANGE �Property taxes $ $ 5,979,220 $ $ $ - $ $ - Licenses & Permits --- I Intergovernmental Revenues 235,543 234,893 -0.3% ICapital Outlay - - - Intergovernmental Revenues 75,000 75,000 75,000 0.0% 10perating Transfers 450,000 350,000 Fines & Forfeits Charges for Services 530,000 2,052,311 2,203,729 2,446,046 5,202,133 2,276,066 2,276,066 2,459,516 8.1% Fines & Forfeits $ 7,622,065 - - - 7,503 - - - --- ISpecial Assessments 0.0% - - - - - - - --- IMiscellaneous Revenues over Expenditures 61,340 62,168 70,126 50,000 850,000 50,000 0.0% lContributed Capital 1,017,443 1,179,707 1,805,874 1,228,300 1,829,236 60,450 60,450 60,895 0.7% Operating Transfers $ 5,775,784 - - - - - - --- I Debt Proceeds - 1,413,065 179,552 - - - --- ITOTAL REVENUES $ 3,293,358 $ 5,484,836 $ 3,924,024 $ 2,386,516 $ 3,186,516 $ 2,570,411 7.7% 1 EXPENDITURES Personnel Services $ 280,801 $ 347,720 $ 338,722 $ 350,539 $ 350,539 $ 347,255 -0.9% Supplies 15,597 17,831 24,639 26,550 26,550 26,550 0.0% Other Services & Charges 1,229,082 1,116,983 1,170,072 1,236,967 1,236,967 1,235,811 -0.1% ICapital Outlay 401,069 2,145,760 729,696 872,500 1,872,500 1,320,000 51.3% Debt Service 358,072 642,045 352,823 373,574 373,574 373,574 0.0% Operating Transfers 1,510,087 770,134 85,293 - - - --- ITOTAL EXPENDITURES $ 3,794,708 $ 5,040,473 $ 2,701,245 $ 2,860,130 $ 3,860,130 $ 3,303,190 15.5% 1 FUND BALANCE - JANUARY 1 $ 3,142,903 $ 2,641,553 $ 3,085,916 $ 4,308,695 $ 4,308,695 $ 3,635,081 Excess (Deficiency) of Revenues over Expenditures (501,350) 444,363 1,222,779 (473,614) (673,614) (732,779) FUND BALANCE - DECEMBER 31 $ 2.641.553 $ 3.085.916 $ 4.308.695 $ 3.835.081 $ 3.635.081 $ 2.902.302 FUND 2015 2016 2017 2018 2018 2019 % (LIQUOR REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE Sale of Goods $ 5,489,430 $ 5,448,584 $ 5,751,197 $ 5,770,784 $ 5,770,784 $ 5,979,220 3.6% Licenses & Permits - - - - - - --- I Intergovernmental Revenues 235,543 234,893 -0.3% ICapital Outlay - - - Charges for Services 75,000 75,000 75,000 0.0% 10perating Transfers 450,000 350,000 Fines & Forfeits 530,000 530,000 2,200,000 315.1% TOTAL EXPENDITURES $ 5,202,133 Special Assessments $ 5,256,963 $ 5,818,178 $ 5,818,178 $ 7,622,065 31.0% 1 FUND BALANCE - JANUARY 1 $ Miscellaneous 7,503 14,713 23,769 5,000 5,000 5,000 0.0% lContributed Capital - - - - - - --- 10perating Transfers Revenues over Expenditures 294,800 336,184 518,003 (42,394) (42,394) $ Debt Proceeds FUND BALANCE - DECEMBER 31 $ 1,017,443 $ 1,353,627 $ 1,871,630 $ 1,829,236 TOTAL REVENUES $ 5,496,933 $ 5,463,297 $ 5,774,966 $ 5,775,784 $ 5,775,784 $ 5,984,220 3.6% 1C^r Clmu11 URCo Personnel Services $ 506,042 $ 537,220 $ 594,639 $ 637,390 $ 637,390 $ 628,927 -1.3% Supplies 4,043,820 4,042,321 4,256,732 4,340,245 4,340,245 4,483,245 3.3% Other Services & Charges 202,271 197,572 225,592 235,543 235,543 234,893 -0.3% ICapital Outlay - - - 75,000 75,000 75,000 0.0% 10perating Transfers 450,000 350,000 180,000 530,000 530,000 2,200,000 315.1% TOTAL EXPENDITURES $ 5,202,133 $ 5,127,113 $ 5,256,963 $ 5,818,178 $ 5,818,178 $ 7,622,065 31.0% 1 FUND BALANCE - JANUARY 1 $ 722,643 $ 1,017,443 $ 1,353,627 $ 1,871,630 $ 1,871,630 $ 1,829,236 Excess (Deficiency) of Revenues over Expenditures 294,800 336,184 518,003 (42,394) (42,394) $ (1,637,845) FUND BALANCE - DECEMBER 31 $ 1,017,443 $ 1,353,627 $ 1,871,630 $ 1,829,236 $ 1,829,236 $ 191,391 Draft - BUDGET SUMMARY (12/06) DEPUTY REGISTRAR 2015 2016 REVENUES ACTUAL ACTUAL Property Taxes $ $ 11-icenses & Permits Intergovernmental Revenues Charges for Services 11,201 10,385 Fines & Forfeits - - ISpecial Assessments Miscellaneous 1,100 531,408 561,775 Operating Transfers 525,300 - - ITOTAL REVENUES $ 542,609 $ 572,160 $ 1 EXPENDITURES - 28,000 7.7% Personnel Services $ 293,179 $ 301,567 $ Supplies $ 990,502 4,294 4,342 10ther Services & Charges 125,431 33,263 34,889 ICapital Outlay $ 1,115,933 - - 1Operating Transfers - - - ITOTAL EXPENDITURES $ 330,736 $ 340,798 $ 1 FUND BALANCE - JANUARY 1 $ 333,114 $ 544,987 $ Excess (Deficiency) of 1,698,000 1,832,400 7.9% Revenues over Expenditures - 211,873 231,362 FI Mir) RAI ANr:F - rlFrFKARFR 'Al Q RAA QA7 G 77A qAQ Q 2017 ACTUAL 13,096 2018 2018 2019 % BUDGET PROJECTED BUDGET CHANGE $ $ - $ 594,701 607,797 $ 347,851 $ 5,132 40,661 393,644 $ 776,349 $ 214,153 1,100 1,100 1,100 0.0% 525,300 525,300 550,300 4.8% 526,400 $ 526,400 $ 551,400 4.7% 353,575 $ 353,575 $ 376,100 6.4% 9,300 9,300 9,300 0.0% 38,094 38,094 38,209 0.3% 26,000 - 28,000 7.7% 426,969 $ 400,969 $ 451,609 5.8% 990,502 $ 990,502 $ 1,115,933 1,846,477 99,431 125,431 99,791 ICapital Outlay 089,933 $ 1,115,933 $ 1,215,724 OPTICS 2015 2016 2017 2018 2018 2019 % (FIBER REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE Property Taxes $ $ $ $ $ $ 1,846,477 11-icenses & Permits 1,942,100 5.2% ICapital Outlay 111,313 - - Intergovernmental Revenues - - --- 10perating Transfers - - - �Charges for Services 1,592,824 1,619,771 1,739,895 1,698,000 1,698,000 1,832,400 7.9% Fines & Forfeits - - - - - - --- ISpecial Assessments - - - - - - --- IMiscellaneous 49,579 407,002 21,729 12,600 12,600 12,600 0.0% Contributed Capital - - - - - - --- 10perating Transfers 450,000 350,000 180,000 130,000 130,000 100,000 -23.1% Debt Proceeds - - - - - - --- ITOTAL REVENUES $ 2,092,403 $ 2,376,773 $ 1,941,624 $ 1,840,600 $ 1,840,600 $ 1,945,000 5.7% 1EXPENDITURES jPersonnel Services $ 568,321 $ 310,160 $ 18,366 $ 21,900 $ 21,900 $ 21,900 0.0% Supplies 104,165 160,835 134,607 135,000 135,000 135,000 0.0% Other Services & Charges 1,338,058 1,600,372 1,686,395 1,846,477 1,846,477 1,942,100 5.2% ICapital Outlay 111,313 - - - - - --- 10perating Transfers - - - - - - --- ITOTAL EXPENDITURES $ 2,121,857 $ 2,071,367 $ 1,839,368 $ 2,003,377 $ 2,003,377 $ 2,099,000 4.8% 1 (FUND BALANCE - JANUARY 1 $ 29,962 $ 508 $ 305,914 $ 408,170 $ 408,170 $ 245,393 (Excess (Deficiency) of Revenues over Expenditures (29,454) 305,406 102,256 (162,777) (162,777) (154,000) FUND BALANCE - DECEMBER 31 $ 508 $ 305,914 $ 408,170 $ 245,393 $ 245,393 $ 91,393 1 Draft - BUDGET SUMMARY (12/06) Total Enterprise Funds TOTAL ENTERPRISE FUNDS REVENUES Property Taxes $ Sale of Goods Licenses & Permits (Intergovernmental Revenues Charges for Services (Fines & Forfeits (Special Assessments (Miscellaneous Contributed Capital (Operating Transfers Debt Proceeds TOTALREVENUES $ 1 EXPENDITURES 2015 2016 2017 2018 2018 2019 ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET 4,710,245 4,710,245 4,853,245 3.0% 10ther Services & Charges 3,059,414 5,489,430 5,448,584 5,751,197 5,770,784 5,770,784 5,979,220 46,993 68,671 64,305 65,000 65,000 65,000 4,932,778 5,063,445 5,595,005 5,144,007 5,144,007 5,677,263 (2,493) (12,856) - 25,000 25,000 25,000 749,628 1,167,532 815,983 661,400 1,461,400 686,400 1,211,054 1,828,261 1,255,387 79,450 79,450 79,895 450,000 350,000 180,000 130,000 130,000 100,000 - 1,413,065 179,552 - - - 12,877,390 $ 15,326,702 $ 13,841,429 $ 11,875,641 $ 12,675,641 $ 12,612,778 CHANGE 3.6% 0.0% 10.4% 0.0% 3.8% 0.6% -23.1% 6.2% Personnel Services $ 1,830,153 $ 1,754,735 $ 1,553,144 $ 1,683,848 $ 1,705,953 $ 1,703,198 1.1% Supplies 4,320,133 4,406,720 4,563,602 4,710,245 4,710,245 4,853,245 3.0% 10ther Services & Charges 3,059,414 3,179,969 3,362,996 3,691,660 3,691,660 3,785,960 2.6% ICapital Outlay 548,298 3,095,592 741,626 1,146,000 2,120,000 1,573,000 37.3% Debt Service 358,072 642,045 352,823 373,574 373,574 373,574 0.0% Operating Transfers 2,751,045 1,319,461 265,293 1,130,000 1,130,000 2,700,000 138.9% TOTAL EXPENDITURES $ 12,867,115 $ 14,398,522 $ 10,839,484 $ 12,735,327 $ 13,731,432 $ 14,988,977 17.7% I FUND BALANCE - JANUARY 1 $ 8,980,035 $ 8,990,310 $ 9,918,490 $ 12,920,435 $ 12,920,435 $ 11,864,644 Excess (Deficiency) of Revenues over Expenditures 10,275 928,180 3,001,945 (859,686) (1,055,791) (2,376,199) FUND BALANCE - DECEMBER 31 $ 8,990,310 $ 9,918,490 $ 12,920,435 $ 12,060,749 $ 11,864,644 $ 9,488,445 Draft - BUDGET SUMMARY (12/06) ALL FUNDS 2015 2016 2017 2018 2018 2019 % (TOTAL REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ 8,619,812 $ 9,275,414 $ 9,556,742 $ 9,870,000 $ 9,870,000 $ 10,310,000 4.5% Tax Increments 727,617 668,352 648,031 635,678 635,678 617,344 -2.9% Franchise & Other Taxes 352,073 432,785 471,926 405,500 405,500 382,500 -5.7% Sale of Goods 5,489,430 5,448,584 5,751,197 5,770,784 5,770,784 5,979,220 3.6% Licenses & Permits 507,827 737,273 665,038 463,750 463,750 470,700 1.5% Intergovernmental Revenues 1,400,435 2,041,363 1,340,094 374,440 374,440 514,500 37.4% I Charges for Services 7,105,656 7,132,172 7,523,184 7,047,907 7,047,907 7,998,063 13.5% Fines & Forfeits 42,474 30,656 36,702 36,500 36,500 36,500 0.0% Special Assessments 3,316,410 971,566 915,213 372,746 372,746 357,876 -4.0% Miscellaneous $ 1,671,660 2,429,425 1,627,494 $ 1,032,360 1,832,360 1,145,702 11.0% Contributed Capital 1,211,054 1,828,261 1,255,387 79,450 79,450 79,895 0.6% Operating Transfers $ 4,711,817 2,542,636 1,209,628 $ 1,374,899 2,212,845 3,060,000 122.6% Debt Proceeds 2,651,898 6,410,568 5,258,366 5,000,000 5,000,000 8,000,000 60.0% TOTAL REVENUES $ 37,808,163 $ 39,949,055 $ 36,259,002 $ 32,464,014 $ 34,101,960 $ 38,952,300 20.0% 1 EXPENDITURES - - 25,803 12,500 12,500 14,500 16.0% Personnel Services $ 5,476,611 $ 5,671,244 $ 5,759,652 $ 6,258,839 $ 6,280,944 $ 6,457,125 3.2% Supplies $ 5,005,270 5,116,467 5,282,987 $ 5,635,730 5,635,730 5,744,680 1.9% Other Services & Charges $ 7,431,113 7,559,393 8,113,746 $ 8,455,940 8,681,177 8,728,972 3.2% ICapital Outlay 3,986,053 9,898,003 6,727,074 12,593,370 13,702,370 16,120,626 28.0% Debt Service 5,956,766 6,853,406 4,744,332 3,180,734 3,180,734 3,870,797 21.7% 10perating Transfers 119,347 4,937,975 2,542,636 1,209,628 271,772 1,374,899 2,312,845 3,060,000 122.6% TOTAL EXPENDITURES $ 32,793,788 $ 37,641,149 $ 31,837,419 $ 37,499,512 $ 39,793,800 $ 43,982,200 17.3% 1 FUND BALANCE - JANUARY 1 $ 31,111,489 $ 36,125,864 $ 38,433,770 $ 42,855,353 $ 42,855,353 $ 37,163,513 Excess (Deficiency) of Revenues over Expenditures 5,014,375 2,307,906 4,421,583 (5,035,498) (5,691,840) (5,029,900) FUND BALANCE - DECEMBER 31 $ 36,125,864 $ 38,433,770 $ 42,855,353 $ 37,819,855 $ 37,163,513 $ 32,133,613 IT SERVICES 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ $ $ $ $ $ 11-icenses & Permits Intergovernmental Revenues �Charges for Services 278,100 298,981 271,612 267,744 267,744 252,203 -5.8% Fines & Forfeits - - - - - - ISpecial Assessments - - - - - - --- IMiscellaneous 1,252 1,850 3,667 112 112 1,097 879.5% Operating Transfers - - - - - - --- I Debt Proceeds - - - - - - --- ITOTAL REVENUES $ 279,352 $ 300,831 $ 275,279 $ 267,856 $ 267,856 $ 253,300 -5.4% 1 EXPENDITURES Personnel Services $ - $ - $ - $ - $ - $ - --- ISupplies 21,985 57,096 29,330 35,000 35,000 35,000 0.0% Other Services & Charges 196,834 153,460 152,952 225,400 225,400 199,700 -11.4% ICapital Outlay - - 25,803 12,500 12,500 14,500 16.0% 10perating Transfers - - - - 200,000 - --- ITOTAL EXPENDITURES $ 218,819 $ 210,556 $ 208,085 $ 272,900 $ 472,900 $ 249,200 -8.7% 1 �FUND BALANCE - JANUARY 1 $ 58,814 $ 119,347 $ 209,622 $ 276,816 $ 276,816 $ 71,772 Excess (Deficiency) of Revenues over Expenditures 60,533 90,275 67,194 (5,044) (205,044) 4,100 FUND BALANCE - DECEMBER 31 $ 119,347 $ 209,622 $ 276,816 $ 271,772 $ 71,772 $ 75,872 Draft - BUDGET SUMMARY (12/06) EQUIPMENT FUND 2015 2015 2016 2017 2018 2018 2019 % (CENTRAL REVENUES ACTUAL ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE Property Taxes $ $ $ $ $ $ 11-icenses & Permits Intergovernmental Revenues Intergovernmental Revenues Charges for Services 38,061 (6,580) 16,500 Charges for Services 16,500 142,800 193,800 210,700 249,800 249,800 298,900 19.7% Fines & Forfeits --- - - - - - - --- ISpecial Assessments IMiscellaneous - - - - - - --- IMiscellaneous 226,158 15,357 12,125 61,076 3,000 3,000 3,000 0.0% 10perating Transfers - - - - - 300,000 - --- I Debt Proceeds $ (6,580) $ - - - - - - --- ITOTAL REVENUES $ 158,157 $ 205,925 $ 271,776 $ 252,800 $ 552,800 $ 301,900 19.4% 1 EXPENDITURES Personnel Services $ - $ - $ - $ - $ - $ - --- ISupplies 10ther Services & Charges ICapital Outlay 239,463 138,236 432,483 310,500 310,500 400,000 28.8% Debt Service 76,193 131,260 135,710 128,100 132,100 131,600 2.7% Operating Transfers - - - - - - --- ITOTAL EXPENDITURES $ 315,656 $ 269,496 $ 568,193 $ 438,600 $ 442,600 $ 531,600 21.2% 1 FUND BALANCE - JANUARY 1 $ 911,190 $ 753,691 $ 690,120 $ 393,703 $ 393,703 $ 503,903 Excess (Deficiency) of Revenues over Expenditures (157,499) (63,571) (296,417) (185,800) 110,200 (229,700) FUND BALANCE - DECEMBER 31 $ 753,691 $ 690,120 $ 393,703 $ 207,903 $ 503,903 $ 274,203 I BENEFIT ACCRUAL FUND 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ $ $ $ $ $ 11-icenses & Permits Intergovernmental Revenues Charges for Services 38,061 (6,580) 16,500 16,500 16,500 0.0% Fines & Forfeits - - - - --- ISpecial Assessments - - - --- IMiscellaneous 3,000 3,000 3,000 0.0% Operating Transfers 226,158 - - - --- I Debt Proceeds - - - - - --- ITOTAL REVENUES $ 226,158 $ 38,061 $ (6,580) $ 19,500 $ 19,500 $ 19,500 0.0% EXPENDITURES Personnel Services $ $ $ $ $ $ Supplies 10ther Services & Charges Capital Outlay 10perating Transfers TOTAL EXPENDITURES $ $ - $ - $ - $ - $ - IFUNDBALANCE - JANUARY 1 $ $ 226,158 $ 264,219 $ 257,639 $ 257,639 $ 277,139 Excess (Deficiency) of Draft - BUDGET SUMMARY (12/06) INTERNAL SERVICE 2015 2015 (TOTAL REVENUES ACTUAL Property Taxes $ $ Licenses & Permits ACTUAL ACTUAL Intergovernmental Revenues BUDGET Charges for Services BUDGET 420,900 Fines & Forfeits $ 8,619,812 - ISpecial Assessments $ - IMiscellaneous $ 10,310,000 16,609 Operating Transfers 727,617 226,158 Debt Proceeds - ITOTAL REVENUES $ 663,667 $ 1 EXPENDITURES 352,073 432,785 Personnel Services $ - $ Supplies 382,500 21,985 Other Services & Charges 5,489,430 196,834 Capital Outlay 239,463 Debt Service 5,979,220 76,193 Operating Transfers 507,827 - ITOTAL EXPENDITURES $ 534,475 $ 1 FUND BALANCE - JANUARY 1 $ 970,004 $ Excess (Deficiency) of 1,400,435 2,041,363 Revenues over Expenditures 129,192 FUND BALANCE - DECEMBER 31 $ 1,099,196 $ 2016 2017 2018 2018 2019 % ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE $ $ $ $ 530,842 475,732 534,044 534,044 567,603 6.3% 13,975 64,743 6,112 6,112 7,097 16.1% - - - 300,000 - --- 544,817 $ 540,475 $ 540,156 $ 840,156 $ 574,700 6.4% - $ - $ - $ - $ 57,096 29,330 35,000 35,000 35,000 0.0% 153,460 152,952 225,400 225,400 199,700 -11.4% 138,236 458,286 323,000 323,000 414,500 28.3% 131,260 135,710 128,100 132,100 131,600 2.7% - - - 200,000 - --- 480,052 $ 776,278 $ 711,500 $ 915,500 $ 780,800 9.7% 1,099,196 $ 1,163,961 $ 64,765 (235,803) 1,163,961 $ 928,158 $ 928,158 $ 928,158 $ 852,814 71,344) (75,344) (206,100 56,814 $ 852,814 $ 646,714 ALL FUNDS 2015 2016 2017 2018 2018 2019 % (TOTAL REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE �Property Taxes $ 8,619,812 $ 9,275,414 $ 9,556,742 $ 9,870,000 $ 9,870,000 $ 10,310,000 4.5% Tax Increments 727,617 668,352 648,031 635,678 635,678 617,344 -2.9% Franchise & Other Taxes 352,073 432,785 471,926 405,500 405,500 382,500 -5.7% Sale of Goods 5,489,430 5,448,584 5,751,197 5,770,784 5,770,784 5,979,220 3.6% Licenses & Permits 507,827 737,273 665,038 463,750 463,750 470,700 1.5% Intergovernmental Revenues 1,400,435 2,041,363 1,340,094 374,440 374,440 514,500 37.4% I Charges for Services 7,526,556 7,663,014 7,998,916 7,581,951 7,581,951 8,565,666 13.0% Fines & Forfeits 42,474 30,656 36,702 36,500 36,500 36,500 0.0% Special Assessments 3,316,410 971,566 915,213 372,746 372,746 357,876 -4.0% Miscellaneous 1,688,269 2,443,400 1,692,237 1,038,472 1,838,472 1,152,799 11.0% Contributed Capital 1,211,054 1,828,261 1,255,387 79,450 79,450 79,895 0.6% Operating Transfers 4,937,975 2,542,636 1,209,628 1,374,899 2,512,845 3,060,000 122.6% Debt Proceeds 2,651,898 6,410,568 5,258,366 5,000,000 5,000,000 8,000,000 60.0% TOTAL REVENUES $ 38,471,830 $ 40,493,872 $ 36,799,477 $ 33,004,170 $ 34,942,116 $ 39,527,000 19.8% 1 EXPENDITURES Personnel Services $ 5,476,611 $ 5,671,244 $ 5,759,652 $ 6,258,839 $ 6,280,944 $ 6,457,125 3.2% Supplies 5,027,255 5,173,563 5,312,317 5,670,730 5,670,730 5,779,680 1.9% Other Services & Charges 7,627,947 7,712,853 8,266,698 8,681,340 8,906,577 8,928,672 2.8% ICapital Outlay 4,225,516 10,036,239 7,185,360 12,916,370 14,025,370 16,535,126 28.0% Debt Service 6,032,959 6,984,666 4,880,042 3,308,834 3,312,834 4,002,397 21.0% Operating Transfers 4,937,975 2,542,636 1,209,628 1,374,899 2,512,845 3,060,000 122.6% TOTAL EXPENDITURES $ 33,328,263 $ 38,121,201 $ 32,613,697 $ 38,211,012 $ 40,709,300 $ 44,763,000 17.1% 1 FUND BALANCE - JANUARY 1 $ 32,081,493 $ 37,225,060 $ 39,597,731 $ 43,783,511 $ 43,783,511 $ 38,016,327 Excess (Deficiency) of Revenues over Expenditures 5,143,567 2,372,671 4,185,780 (5,206,842) (5,767,184) (5,236,000) FUND BALANCE - DECEMBER 31 $ 37,225,060 $ 39,597,731 $ 43,783,511 $ 38,576,669 $ 38,016,327 $ 32,780,327 2019 Budget Draft GENERAL FUND 2015 2016 2017 2018 2018 2019 % REVENUES ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE Property Taxes $ 5,887,666 $ 6,183,861 $ 6,348,766 $ 6,590,000 $ 6,590,000 $ 6,670,000 1.2% Franchise & Other Taxes 235,089 284,468 285,678 289,500 289,500 266,500 -7.9% Licenses & Permits 460,834 668,602 600,733 398,750 398,750 405,700 1.7% Intergovernmental Revenues 354,679 389,005 429,697 374,440 374,440 364,500 -2.7% Charges for Services 352,286 374,046 419,397 421,000 421,000 636,800 51.3% Fines & Forfiets 42,474 30,656 36,702 36,500 36,500 36,500 0.0% Special Assessments 1,330 275 2,289 300 300 500 66.7% Miscellaneous 333,761 351,819 371,812 176,510 176,510 180,500 2.3% Operating Transfers - - - - - 25,000 --- TOTAL REVENUES $ 7,668,119 $ 8,282,732 $ 8,495,074 $ 8,287,000 $ 8,287,000 $ 8,586,000 3.6%I EXPENDITURES BY DEPARTMENT GENERAL GOVERNMENT Mayor and Council $ 52,572 $ 54,264 $ 54,123 $ 57,350 $ 57,350 $ 58,639 2.2% City Administration 314,719 332,926 482,039 448,881 448,881 465,631 3.7% City Clerk 29,658 69,966 102,422 131,409 131,409 127,861 -2.7% Finance 377,867 393,754 425,247 467,242 467,242 475,957 1.9% Audit 37,798 39,273 44,745 42,000 42,000 44,000 4.8% City Assessing 50,466 50,415 51,972 65,000 65,000 68,000 4.6% Legal 36,946 29,152 35,714 38,000 38,000 38,000 0.0% Human Resources 117,249 116,522 123,206 133,118 133,118 137,412 3.2% Planning & Zoning 244,976 210,173 216,007 248,020 248,020 278,269 12.2% City Hall 183,997 182,990 62,953 72,810 72,810 67,033 -7.9% Prairie Center Building 13,327 8,917 17,202 17,753 17,753 17,970 1.2% TOTAL GENERAL GOVERNMENT $ 1,459,575 $ 1,488,352 $ 1,615,630 $ 1,721,583 $ 1,721,583 $ 1,778,772 3.3% Continued... GENERAL FUND 2015 2016 2017 2018 2018 2019 % (Continued) ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE PUBLIC SAFETY Law Enforcement $ 1,174,439 $ 1,212,080 $ 1,257,194 $ 1,360,197 $ 1,360,197 $ 1,457,430 7.1% Fire & Rescue 309,970 289,010 350,891 414,328 414,328 420,078 1.4% Fire Relief 120,027 123,656 125,764 120,000 120,000 124,000 3.3% Building Inspections 304,858 350,304 381,260 399,409 399,409 415,885 4.1% Civil Defense 1,500 1,234 1,933 3,265 3,265 3,054 -6.5% Animal Control 48,754 46,943 48,166 51,796 51,796 52,838 2.0% National Guard 13,438 13,550 13,520 14,500 14,500 14,000 -3.4% TOTAL PUBLIC SAFETY $ 1,972,986 $ 2,036,777 $ 2,178,728 $ 2,363,495 $ 2,363,495 $ 2,487,285 5.2% General Fund Summary 1 GENERAL FUND 2015 2016 2017 2018 2018 2019 ACTUAL ACTUAL ACTUAL BUDGET PROJECTED BUDGET CHANGE PUBLIC WORKS Public Works Administration $ 124,504 $ 126,327 $ 120,785 $ 201,955 $ 201,955 $ 211,857 4.9% Engineering 110,555 111,795 130,325 165,492 165,492 145,589 -12.0% Public Works Inspecitons 32,084 62,100 62,882 119,967 119,967 111,913 -6.7% Streets & Alleys 738,572 804,574 846,575 1,038,451 1,038,451 1,086,814 4.7% Ice & Snow 263,020 264,232 267,095 292,315 292,315 294,410 0.7% Shop & Garage 185,837 171,079 200,690 207,046 207,046 209,692 1.3% Stormwater 26,712 29,277 30,743 73,465 73,465 85,850 16.9% Street Lighting 227,779 233,500 245,296 270,500 270,500 246,500 -8.9% Refuse Collection 563,477 600,300 614,328 626,544 626,544 641,071 2.3% TOTAL PUBLIC WORKS $ 2,272,540 $ 2,403,184 $ 2,518,719 $ 2,995,735 $ 2,995,735 $ 3,033,696 1.3% TRANSIT Bus 40,000 41,250 3,191 30,000 30,000 5,000 -83.3% TOTAL TRANSIT 40,000 41,250 3,191 30,000 30,000 5,000 -83.3% RECREATION AND CULTURE Senior Center 97,115 99,124 103,161 103,715 103,715 105,952 2.2% Park Operations 706,934 775,738 871,121 918,855 918,855 975,591 6.2% Park Ballfields 16,971 20,538 21,936 26,900 26,900 26,900 0.0% Park Arts Initiative - - - - - 30,000 --- Shade Tree 104,990 75,800 80,922 75,050 75,050 90,027 20.0% Library 36,176 44,823 42,203 45,288 45,288 46,113 1.8% TOTAL RECREATION AND CULTURI $ 962,186 $ 1,016,023 $ 1,119,343 $ 1,169,808 $ 1,169,808 $ 1,274,583 9.0% UNALLOCATED Insurance 8,082 7,226 7,086 6,379 6,379 6,664 4.5% TOTAL UNALLOCATED $ 8,082 $ 7,226 $ 7,086 $ 6,379 $ 6,379 $ 6,664 4.5% OTHER USES Operating Tranfers $ 297,012 $ - $ 300,000 $ - $ 700,000 $ - --- TOTAL OTHER USES $ 297,012 $ - $ 300,000 $ - $ 700,000 $ - --- TOTAL EXPENDITURES $ 7,012,381 $ 6,992,812 $ 7,742,697 $ 8,287,000 $ 8,987,000 $ 8,586,000 3.6%I FUND BALANCE - JANUARY 1 $ 4,331,058 $ 4,986,796 $ 6,276,716 $ 7,029,093 $ 7,029,093 $ 6,329,093 Excess (Deficiency) of Revenues over Expenditures 655,738 1,289,920 752,377 - (700,000) - FUND BALANCE - DECEMBER 31 $ 4,986,796 $ 6,276,716 $ 7,029,093 $ 7,029,093 $ 6,329,093 $ 6,329,093 General Fund Summary 2 City of Monticello, Minnesota 12/3/2018 Capital Improvement Plan 2019-2028 Subtotal - Public Works Priority U _; Ref. 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Total Public Works - - - - 17,469,000 Streets Stop Light Painting Q MNC-15-004 40,000 40,000 40,000 40,000 160,000 Public Works Facility (Storage in 2019) Q PWK-13-001 500,000 City Street Signs 11,000,000 3,000,000 14,500,000 PW Facility Land Acquisition 25,000 Q PWK-13-002 600,000 25,000 25,000 25,000 600,000 Generator Q STE-13-011 Q 7,000 185,000 185,000 7,000 One -Ton Truck 185,000 0 VEQ-13-013 185,000 185,000 65,000 185,000 65,000 Truck - Pickup 4X4 Q VEQ-13-014 - 35,000 450,000 35,000 Bucket Truck 0 VEQ-13-015 135,000 500,000 Overlay Rural Outlying Streets 135,000 Blacktop Paver Q VEQ-13-016 80,000 80,000 Concrete Saw Q VEQ-13-019 600,000 20,000 0 STR-13-006 20,000 Backhoe Q VEQ-13-021 95,000 95,000 Plow Truck Q VEQ-13-022 0 STR-13-010 240,000 255,000 495,000 One -Ton Truck and Plow Q VEQ-13-023 - 65,000 75,000 75,000 65,000 Snow Go Snow Blower Q VEQ-13-025 50,000 142,000 150,000 142,000 Sign Lab System Q VEQ-13-027 35,000 Street Reconstruction - Area 7B 35,000 Paver Trailer 50,000 Q VEQ-13-028 - 20,000 20,000 Wheel Loader- 3 yd. Q VEQ-14-001 1,500,000 235,000 240,000 475,000 Road Grader - Q VEQ-16-007 - 300,000 300,000 Median Size Loader 150,000 Q VEQ-16-006 - 70,000 100,000 70,000 Mini Tank Tack Trailer 100,000 Q VEQ-16-005 - 100,000 100,000 20,000 20,000 Sidewalk Snow Machine n 150,000 50,000 1,150,000 150,000 Subtotal - Public Works 1,425,000 544,000 11,550,000 3,455,000 495,000 - - - - - 17,469,000 Streets City Street Signs Q MNC-13-001 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 250,000 Annual Chip Seal Q MNC-14-001 185,000 185,000 185,000 185,000 185,000 185,000 185,000 185,000 185,000 185,000 1,850,000 School Blvd/Cedar Street Signal Q STR-13-001 - 50,000 450,000 500,000 Overlay Rural Outlying Streets Q STR-13-004 600,000 600,000 Fallon Avenue Overpass 0 STR-13-006 1,000,000 1,000,000 Street Light Improvements (see small area) 0 STR-13-010 100,000 100,000 100,000 100,000 75,000 75,000 75,000 75,000 75,000 75,000 850,000 Street Reconstruction - Area 6 Q STR-13-008 50,000 1,300,000 150,000 1,500,000 Street Reconstruction - Area 7B Q STR-13-009 50,000 1,300,000 150,000 1,500,000 Elm Street Sidewalk and 3rd St ped blinker Q STR-15-003 150,000 - 150,000 Sidewalk Gap Improvement Project (TBD) 0 STR-15-004 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 1,000,000 95th Street Extension w/o noise wall Q STR-16-001 50,000 1,150,000 100,000 1,300,000 Flashing Yellow Arrow -Signal Improvements Q STR-16-002 300,000 300,000 Fallon Ave & Trail Improvements - Chelsea to School 0 STR-17-002 - 150,000 1,700,000 150,000 2,000,000 7th St Mill and Overlay and Cedar St Improvements STR-17-004 50,000 850,000 900,000 Pavement Preservation Program 1,500,000 1,500,000 1,500,000 1,500,000 1,500,000 1,500,000 1,500,000 1,500,000 1,500,000 13,500,000 Broadway Cooridoor Parklets 25,000 25,000 25,000 75,000 TH 25/4th Street Signal 0 STR-18-001 - 50,000 450,000 500,000 Chelsea Road/Cedar Street Roundabout 50,000 500,000 550,000 Noise Barrier 110,000 110,000 School Zone Improvements 27,000 27,000 Small Area Study - Walnut/River Pedestrian Improvements 60,000 60,000 East/West Bridge trail improvements 35,000 35,000 Walnut/River Gateway Improvements 50,000 50,000 Walnut/Broadway Corridor Improvements 225,000 225,000 Walnut Street Corridor Improvement 1,000,000 1,000,000 Subtotal - Streets 2,207,000 5,595,000 4,535,000 4,535,000 1,985,000 1,935,000 3,385,000 1,885,000 1,885,000 1,885,000 29,832,000 E City of Monticello, Minnesota 12/3/2018 Capital Improvement Plan 2019-2028 Priority U () Ref. 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Total Deputy Registrar Surveillance Cameras O STE-13-018 - DMV Vehicle VEQ-13-047 26,000 26,000 Subtotal - Deputy Registrar 26,000 - - - - - - - - - 26,000 Recreation & Culture Sunset Ponds Open Air Shelter PAR -13-003 16,000 16,000 Pioneer Park - Band Shell Q PAR -13-004 - 90,000 90,000 BCOL Ball Fields (p&p) d PAR -13-012 2,300,000 700,000 700,000 700,000 700,000 700,000 700,000 700,000 700,000 700,000 8,600,000 Ellison Park Log Shelter Q PAR -13-013 250,000 250,000 CSAH 75 Pathway Lighting (W & E Bridge) PAR -13-014 60,000 60,000 Fenning Avenue Pathway Connection Q PAR -15-004 200,000 250,000 250,000 700,000 West Bridge Splash Pad/East Bridge Band Shell PAR -15-005 800,000 800,000 West Bridge Play Structure Q PAR -17-002 100,000 - 100,000 Pioneer Park Play Structure PAR -17-004 100,000 100,000 Riverside Columbarium Q PAR -17-006 60,000 - 60,000 Front Street Pier d PAR -17-007 25,000 25,000 Park Mowers Q VEQ-13-031 - 80,000 60,000 140,000 Trucks 0 VEQ-13-032 65,000 70,000 135,000 Toro Workman Q VEQ-13-037 30,000 30,000 JD Tractor Q VEQ-13-038 - 50,000 50,000 Skid Loader Q VEQ-13-039 65,000 70,000 135,000 Toro Infield Pro 5040 VEQ-13-041 20,000 20,000 Chelsea Road West Tree Planting 10,000 10,000 Pathway Improvements (ops) (Reclassify) IS MNC-13-007 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 500,000 Gazebos Q MNC-16-002 10,000 10,000 Boarding Dock for Ellison d STE-18-002 - 32,000 32,000 2018 Rolling Woods Sidewalk (p&p) Q PAR -17-005 40,000 40,000 2018 Pathway on CSAH 39 (Miississippi-Broadway) 140,000 140,000 2018 Other Pathway and Sidewalk 90,000 90,000 Riverwalk/Trail Connection (1/3 city) 90,000 90,000 Replace 4th Street Playground 20,000 20,000 Park/Field Reservation Software 20,000 20,000 Great River Trails Planning 15,000 15,000 Freds Auto Arts Shop 15,000 15,000 Financed by Central Equipment Fund in bold - Subtotal - Recreation 2,975,000 1,486,000 1,240,000 840,000 750,000 820,000 750,000 1,900,000 750,000 782,000 12,293,000 Fire & Rescue Fire Station Addition 0 FRD-13-001 5,600,000 5,600,000 SCBA Packs © STE-13-006 180,000 180,000 Engine 1 Q VEQ-18-005 700,000 700,000 utility 1 Q VEQ-18-006 120,000 120,000 SUV Q VEQ-18-004 50,000 50,000 Fire Ladder Truck Q VEQ-13-006 1,300,000 1,300,000 Turnout Gear Q STE-16-005 7,000 7,500 16,000 4,000 16,500 25,000 15,000 91,000 Squad 5 75,000 Subtotal - Fire & Rescue 6,950,000 7,000 962,500 16,000 124,000 16,500 25,000 15,000 - - 8,041,000 2 City of Monticello, Minnesota 12/3/2018 Capital Improvement Plan 2019-2028 Subtotal - Liquor Store Priority U U Ref. 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Total 95,000 1,500,000 - - - Liquor Store - 1,695,000 250,000 250,000 250,000 Parking Lot Improvements Q LIQ -13-002 75,000 75,000 Roof Q LIQ -18-001 50,000 50,000 Point of Sale Software Q VEQ-17-001 20,000 20,000 Liquor Store 1,365,000 Q LIQ -13-003 - 1,500,000 1,500,000 Liquor Store Coolers Q VEQ-13-046 25,000 25,000 50,000 Subtotal - Liquor Store 25,000 - 75,000 95,000 1,500,000 - - - - - 1,695,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 2,500,000 Liftstation - Marvin Road Q UTS-13-002 Q 275,600 150,000 150,000 150,000 150,000 150,000 275,600 WWTP Solids Handling Improvements Q IT Services - 1,365,000 Well #6 1,365,000 WWTP Phase 2 Improvements Q UTS-13-005 - 1,800,000 UTW-13-004 Personal Computers STE-13-001 15,600 15,600 15,600 15,600 15,600 15,600 15,600 15,600 15,600 15,600 156,000 Laserfiche Upgrade SWD-13-002 2,100,000 25,000 Fallon Avenue Trunk Line Improvements 1,000,000 Q UTS-17-002 300,000 300,000 2,400,000 300,000 3,300,000 1,000,000 Laptops U STE-13-005 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 30,000 GIS Hardware and Software Q STE-13-007 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 80,000 Pavement Management Software ® STE-13-008 3,600 3,800 4,000 4,200 4,400 4,600 4,600 4,600 4,600 4,600 43,000 Subtotal - IT Services 30,200 55,400 30,600 30,800 31,000 31,200 31,200 31,200 31,200 31,200 309,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 2,500,000 Liftstation - Marvin Road Q UTS-13-002 Q 275,600 150,000 150,000 150,000 150,000 150,000 275,600 WWTP Solids Handling Improvements Q Stormwater/Drainage - 1,365,000 Well #6 1,365,000 WWTP Phase 2 Improvements Q UTS-13-005 - 1,800,000 UTW-13-004 Stormwater Pond Restoration Q SWD-13-001 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 40,000 400,000 Stormwater Liftstation (TH 25 Pond) Q SWD-13-002 2,100,000 2,100,000 Fallon Avenue Trunk Line Improvements 1,000,000 Q UTS-17-002 300,000 300,000 2,400,000 300,000 3,300,000 1,000,000 Expand Fallon Avenue Pond Q SWD-17-001 450,000 500,000 450,000 SCADA System - Sewage VEQ-13-004 30,000 500,000 500,000 Boulevard Drainage Tile Q SWD-13-004 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 500,000 Maple Street Outfall Enhancement 75,000 100,000 WWTP Mule Replacement 20,000 75,000 Otter Creek Pond Improvements 800,000 200,000 1,000,000 Subtotal - Stormwater/Drainage 965,000 290,000 90,000 1,590,000 90,000 90,000 90,000 90,000 90,000 90,000 3,475,000 Utility - Sewage WWTP Demo Obsolete WWTP Equipment Q MNC-17-001 1,275,000 3,250,600 4,250,000 2,775,000 375,000 110,000 110,000 Annual Sewage Line Improvements Q UTS-13-001 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 250,000 2,500,000 Liftstation - Marvin Road Q UTS-13-002 Q 275,600 150,000 150,000 150,000 150,000 150,000 275,600 WWTP Solids Handling Improvements Q UTS-13-004 - 1,365,000 Well #6 1,365,000 WWTP Phase 2 Improvements Q UTS-13-005 - 1,800,000 UTW-13-004 1,800,000 WWTP Repair and Maintenance - UTS-16-001 125,000 125,000 125,000 125,000 125,000 125,000 125,000 125,000 125,000 125,000 1,250,000 WWTP Headworks Improvements ® Q UTS-17-001 65,000 65,000 - 2,100,000 2,100,000 Fallon Avenue Trunk Line Improvements 30,000 Q UTS-17-002 300,000 300,000 2,400,000 300,000 3,300,000 Sewer Jetter Q VEQ-13-001 450,000 450,000 SCADA System - Sewage VEQ-13-004 30,000 500,000 - 530,000 Chelsea Road Dual Foremain Extension 1,000,000 1,000,000 WWTP Parking Lot Improvements 100,000 100,000 WWTP Mule Replacement 20,000 Subtotal - Sewage 1,275,000 3,250,600 4,250,000 2,775,000 375,000 375,000 375,000 375,000 375,000 1,375,000 14,780,600 Utility - Water Annual Water System Improvements Q UTW-13-001 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 1,500,000 Water Treatment Facility Q UTW-13-002 4,500,000 4,500,000 Well #6 Q UTW-13-003 1,200,000 1,200,000 Watermain - 90th Street to Chelsea UTW-13-004 - Booster Station Upgrade ® UTW-13-005 - Meter MXUs ® UTW-15-001 65,000 65,000 130,000 SCADA System - Water VEQ-13-003 30,000 500,000 530,000 Subtotal - Water 245,000 715,000 150,000 1,350,000 4,650,000 150,000 150,000 150,000 150,000 150,000 7,860,000 3 City of Monticello, Minnesota 12/3/2018 Capital Improvement Plan 2019-2028 Priority U Ref. 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Total Monticello Community Center Movable Walls Q MCC -13-001 - 40,000 Mississippi Room Dias Top Q MCC -13-003 20,000 Concessions Front Counter Replacement Q MCC -13-004 100,000 East/West Door Handicap Doors Q MCC -17-003 30,000 New Patio to Replace Old Skate Park 0 MCC -18-001 - 200,000 Mississippi Room Lighting Replacement Q MCC -18-002 Card Access Readers Q MCC -18-003 - 14,000 Misc. Mechanical Updates Q MNC-13-004 Carpet and Terrazo Repair 0 MNC-13-006 15,000 40,000 Wood Floor- Mississippi Room 0 MNC-13-007 - Waterslide Replacement Q MNC-13-008 150,000 Vanity and Partition Replacement Q MNC-13-010 20,000 10,000 - Facility Door Replacement Q MNC-13-011 - 2,500 2,500 2,500 2,500 Pool Deck Tile Restoration Q MNC-18-001 48,000 Locker Room Floor Tile Restoration Q MNC-18-002 40,000 MCC Main Sign Replacement Q MNC-18-003 4,000 Recreation Software Q VEQ-18-001 - 10,000 Floor Scrubber 8,000 Recreation Equipment 0 STE-13-013 40,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 Table Covers Q STE-13-014 4,000 Tables d STE-13-015 5,000 5,000 5,000 Landscaping 12,000 Patio Furniture d STE-13-016 Surveillance Camera Update Q STE-15-001 - 63,200 Kitchen Flipping Doors Q STE-18-004 Dishwasher Q STE-17-002 - 20,000 Climbing Wall Resurface 28,000 Child Care Countertop 5,000 Interactive Light Play Structure 10,000 Imperative (Must -Do) Essential (Should -Do) Important (Could -Do) 10,000 10,000 40,000 20,000 100,000 30,000 200,000 14,000 55,000 150,000 30,000 10,000 48,000 40,000 4,000 10,000 8,000 130,000 4,000 15,000 12,000 63,200 20,000 28,000 5,000 10,000 Subtotal - MCC 255,000 395,700 262,500 15,000 12,500 18,000 17,500 50,000 10,000 10,000 1,046,200 Grand Total 16,378,200 12,338,700 23,145,600 14,701,800 10,012,500 3,435,700 4,823,700 4,496,200 3,291,200 4,323,200 96,826,800 4 4B. City Council Agenda —12/10/2018 Consideration of a request for Comprehensive Plan Amendment from `Places to Shop' to `Places to Live' and a request for Zoning Map Amendment for Rezoning from B-4 (Regional Business District) to R-4 (Medium -High Residence Densitv Residence District) for a 125 unit senior living development. Applicant: Headwaters Development/Michael Honberg (NAC) Property: Lot 1, Block 2, Riverview Square (southeast quadrant of County Highway 39 and Hart Boulevard) The property consists of approximately 5.2 acres and is currently vacant. Planning Case Number: 2018-038 A. REFERENCE & BACKGROUND Request(s): Comprehensive Plan Amendment from "Places to Shop" to "Places to Live", Rezoning from B-4, Regional Business to R-4, Medium -High Density Residential District The proposed use will require a conditional use permit in the R-4 District, for which the applicant may apply pending the outcome of the current considerations. Deadline for Decision: October 20th, 2018, extended 60 days to December 19th, 2018 Land Use Designation: Places to Shop Zoning Designation: B-4, Regional Business, and the Mississippi Wild and Scenic Recreational River Overlay District The purpose of the `B-4" Regional Business District is to provide for the establishment of commercial and service activities which draw from and serve customers from the entire community or region. The purpose of the Mississippi Wild Scenic and Recreational River district is to protect and preserve the scenic, recreational, natural and historical values of the Mississippi River in the city by carefully controlling City Council Agenda —12/10/2018 development of this river corridor consistent with the state Wild and Scenic River Act. Current Site Use: The site is currently undeveloped. Surrounding Land Uses: North: County Highway 39, Single Family Residential, R-1 East: Church and Twin Homes — R-1 South: Retail and Service — B -2/B-3 West: Retail and Gas/Convenience - B-4 ANALYSIS Land Use Plan and Rezoning. The applicants seek to reset the land use and zoning designations on the property — currently designated for commercial uses (Places to Shop)— to high-density residential (Places to Live) and R-4, Medium -High Density Residential. The proposed project would consist of a single building containing senior housing units of approximately 125 units — 92 in the initial phase, and a subsequent second phase of 33 units. The applicants indicate that the initial project would include 14 memory care units on the first floor, with a mix of 78 assisted and independent living units on the upper two floors of the three-story building. Underground parking would serve the tenants who drive, and a surface parking lot would accommodate staff and visitors. The applicants have prepared a sketch plan of the project to illustrate the general intent of their layout, although a final Conditional Use Permit is not ready for consideration as the CUP requires full civil engineering, site planning, and architectural design submissions. However, the concept site plan conveys the intent, which is to site the building in the north portion of the property, with access points along Hart Boulevard across from both the partially developed Broadway Market property and the Kwik Trip site (formerly O'Ryans). The Zoning Ordinance identifies a series of conditions under which the City might consider amendments to the Comprehensive Plan. Those are as follows: (a) Whether the proposed amendment corrects an error or addresses the need resulting from some changing condition, trend, or fact arising since the adoption of the Comprehensive Plan; City Council Agenda —12/10/2018 (b) Whether the proposed amendment is consistent with the guiding principles of the Comprehensive Plan; (c) The extent to which the proposed amendment addresses a demonstrated community need; (d) Whether the proposed amendment will protect the health, safety, morals, and general welfare of the public; (e) The impacts on the natural and built environments, including air, water, noise, stormwater management, wildlife habitat, water quality, vegetation, drainage, streets, and other engineering design or environmental factors; (f) Whether the proposed amendment is compatible with existing and proposed uses surrounding the subject property; whether the proposed design and land uses are appropriate for the land; and whether the proposed amendment will maintain or improve compatibility among uses and ensure efficient development within the City; (g) Whether the proposed amendment will result in a logical, orderly and predictable development pattern; and (h) Whether the proposed amendment is consistent with the purpose of this ordinance. The zoning ordinance also provides criteria for consideration of map amendments (rezoning) as follows: (a) Whether the proposed amendment corrects an error in the original text or map; or (b) Whether the proposed amendment addresses needs arising from a changing condition, trend, or fact affecting the subject property and surrounding area. (c) Whether the proposed amendment is consistent with achieving the goals and objectives outlined in the comprehensive plan. In 2013, another developer sought approvals for a residential project on this site — similar in some ways, but distinct in a critical aspect. While that project was multiple family, its market focus was for general market rate apartments, rather than restricted and designed for seniors. The City denied that project, and the developer moved to a separate site with a larger market -rate project. One of the primary objectives for housing in the Comprehensive Plan is to "Provide for housing suited to the needs of an aging population." The Plan also includes a number of City Council Agenda —12/10/2018 policies related to life -cycle housing, incorporating a significant accommodation for housing stock that address the full range of life-long needs, specifically, adequate quality housing for elderly persons requiring additional care and/or reduced maintenance. Density. The proposed full build -out project would have 125 total units, many of which would be occupied by only single tenants. This is a gross density of 24.9 units per acre, and a likely population on the site of fewer than 150 persons. For the adjoining Mill Run twin homes, the developed density of this neighborhood is roughly 5.0 units per acre. Traffic and Parking. Senior Housing of the mixed type proposed by the current developer differs from market -rate housing in a few critical ways. First, its tenants are far less likely to drive, and as such, many do not own cars. Thus, parking demand is significantly reduced for these projects, leaving much more of the site in green space rather than occupied by parking lot. While the City has significant strictures on surface parking for multiple family development, the overall quantity of parking is as little as 30% to 40% of market rate multi -family housing. The concept plan illustrates a significant supply of underground parking as well, limiting the need to construct large surface lots, and following the direction of the R-4 zoning requirements. This provision not only limits surface parking, it increases green space (thereby reducing stormwater), and is notably more attractive. Finally, it is consistent with the City Comprehensive Plan policies of improving quality of housing choices, not merely quantity. This (the reduced impact of senior housing) is also true, in a related way, of trip generation. The bulk of the traffic generation for mixed senior housing is from staff and the independent living seniors in the building, although even then, independent units often have just one driver occupant rather than two or more in market rate housing. Thus, expected traffic volumes generated both to and from the site are expected to be reduced in comparison to market -rate housing on the site. The more relevant comparison, however, is to the current zoning, which would support a five acre commercial development, including retail, office, or restaurant. Trip generation for senior housing would forecast approximately 5.5 trips per unit, a total of approximately 500 trips per day for the initial phase, and just under 700 trips per day for the full build -out of 125 units. Retail projects on a five -acre site would likely range from more than 1,000 trips per day for an office use to over 3,000 trips per day, depending on the type and intensity of retail traffic. As such, a senior housing project would generate only half to less than one-fourth of the traffic volumes for Hart Boulevard. In the past, traffic volumes on Hart Boulevard and congestion/sight lines at the County 39 intersection were raised as points of concern City Council Agenda —12/10/2018 for previous development proposals. Senior Housing is likely among the least generators of traffic from this standpoint. Market Need. The applicants further note that current market studies show a high rate of demand for senior housing in the community. Long-term demographic studies indicate that this demand is likely to continue to grow, both to existing population trends and local migration from rural to more urbanized communities. Monticello's retail and medical services are both factors that are likely to fuel additional demand for senior housing. Environmental Factors. The project site is located within the Mississippi Wild and Scenic Recreational River District, a special overlay district that is designed to protect the riverway from encroaching development that is incompatible with natural river use and restoration. It is important to note that Department of Natural Resources staff tasked with monitoring the City's enforcement of the Wild and Scenic regulations supported the previous land use proposal, with an understanding that final development plans would be reviewed for consistency as well. At the time of the Planning Commission report preparation it was noted that the building may require a height variance. DNR staff has indicated in other non -riparian situations that such height variances were reasonable, although the specifics of this proposal would need to be judged on their own merits. Compatibility with Existing and Proposed Uses. Of primary concern in the previous application was the compatibility issue, largely related to traffic concerns, but also related to building massing and bulk. The surrounding buildings largely consist of single and two-story buildings. The applicants in this proposal seek a three story building, but one which covers a significantly lower percentage of the site. The proposed building has a 31,000 square foot footprint, with three stories over that area. Reducing the height of the building to two stories, but retaining the same total square footage, would require a footprint of approximately 47,000 square feet. With a two story design, roof area would also increase, resulting in a building with more mass overall. With a smaller footprint, the applicant is further able to keep the building to the north of the site, maximizing its separation from the medium density twin homes to the south. Further, the senior -living use provides an appropriate transitional land use between the Mill Run residential neighborhood to the east and the commercial uses located to the west and south. City Council Agenda —12/10/2018 PlanninLy Commission Review and Recommendation. The Planning Commission considered this application at a Public Hearing on October 2, 2018. There were limited public comments made during the hearing, focused primarily on traffic visibility and volume issues at the intersection of Hart Boulevard and County Road 39 along with concerns regarding the current vacant property maintenance, as well as submitted written concerns related to competitive land uses, traffic, and other site considerations. This is contrasted with the 2013 application which generated significant levels of neighborhood concern and opposition. Planning Commission discussion focused on land use and traffic. Particularly, it was noted that traffic entering County 39 from Hart Boulevard has limited visibility to traffic approaching from the east. The addition of this project would result in additional congestion at that intersection. While traffic received the bulk of the concerns, at least one commissioner felt that the commercial land use designation was important for land use consistency and long-term needs in that area. As such, his opposition to the amendments was based not in traffic but in the need for additional commercial development. Other concerns related to the following: Potential impacts of the Wild and Scenic River District height restrictions. Ability of the applicants to revise the site plan and meet required setbacks. Following the hearing and the Commission's discussion, the Planning Commission voted 4-1 to recommend denial of the Comprehensive Plan Amendment and Rezoning, based on a finding that the request was inconsistent with the intent of the Comprehensive Plan. Supplemental Analvsis To follow in italics is supplemental analysis provided by staff. Also included in the Supporting Data is supplemental supporting information provided by the applicant, property owner, and public since the time of the public hearing in October. Traffic. Staff continues to believe that the proposed site has merit as a Senior Housing property. As noted in the body of the report above, any use of the site will generate traffic that will need to be addressed — regardless of the volume. And also as noted — this particular use would generate far less than most uses currently allowed in the B-4, which include Retail, Commercial Recreation, Restaurant, Office, and Convenience Gas — some of the highest traffic generating land uses. City Council Agenda —12/10/2018 That being said, it should be noted that changes to both the roadway and the site can be made which will mitigate the concerns over traffic. First, the County is planning to restripe the traffic lanes to add a center left turn. This will allow passing traffic to avoid stacking in the County 39 right of way waiting to turn into Hart Boulevard. This, in turn, will clear the intersection for Hart Boulevard traffic that currently must wait to exit the area. Other comments from the City engineering department include: The County restriping project will address the merging traffic issue on eastbound County 39 east of Hart Boulevard by reducing the thru lane traffic from two lanes to one lane to accommodate a center left turn lane. The crash history at the intersection of County 39 and Hart Boulevard does not pose a concern at this time. City staff will discuss installation of dynamic speed signs or other devices to control speed if it is deemed necessary. Moreover, the applicants have agreed that they would make changes to the condition of the site that will facilitate better visibility for turning traffic. Since the County 39 frontage comes with a required 100 foot setback for R-4 development, there is ample room to regrade the frontage and remove existing vegetation (which is one of the primary culprits in obstructing traffic views). Site planning considerations also impacts traffic in other ways. While the Senior Housing proposal retains a large percentage of the site as green space, it is contrasted with the typical B-4 lot coverage of upwards of 90% and allowances for setbacks as little as zero feet for buildings and parking — raising much more problematic issues for site use and visibility. Site Planning. In addition to site modifications that would facilitate traffic safety, the applicants have indicated that they will work with the City to ensure that circulation, site planning, and building design all meet the City's zoning expectations. This includes meeting the required setbacks from all streets and property lines, and complying with height limitations as required. In that regard, staff has confirmed that the applicable Wild and Scenic River District height limitation for this site is 35 feet, rather than the common 25 foot maximum. This is due to an interpretation by the DNR that since the applicable height limitation for this area was 35 feet at the time the Wild and Scenic regulations were first adopted in the 1970s for both commercial and high density residential, that same 35 foot standard is "grandfathered" as the applicable allowance on this property. It is expected that the applicants will meet the 35 foot standard without need for variance. City Council Agenda —12/10/2018 Further, as a proposed senior living facility, the project will allow residents to enjoy the view of the river as a long-term benefit and added value. It is questionable whether a commercial development at this location would benefit from the river view in comparison. R-4 Rezoning Considerations. There are other important factors to consider for this site as a Senior Housing property. After the City adopted the R-4 zoning district, it conducted a study of lands in the community that might be eligible multi family sites. The R-4 District includes the following language in its purpose statement: In making a determination as to the suitability of a site for R-4 rezoning, the City will prioritize the following site and area factors: Replacement Land Uses. R-4 zoning fits the following zoning categories and circumstances: • Land already zoned for R-3 • Land currently zoned for commercial uses, but which would not be considered 'prime " commercial (the City would like to protect "prime" commercial areas that show the most promise for that use in the future). However, no additional land was zoned R-4 at the time. Instead, the City chose to consider R-4 requests on a case by case basis. In this analysis, staff believes that the subject site fits the description of the second bullet - point. Because it is separated from Broadway (County 75), and either Interstate 94 or Highway 25 frontage, the subject site is not a `prime" commercial property. Moreover, there are currently more than 260 acres of vacant available commercial land in the City —most of which would be considered to be superior to this site from an access and visibility standpoint. This includes the commercial parcel to the southwest, which remains undeveloped at this time. Mapping of available commercial property within the City is attached for reference. Transportation and utility infrastructure to serve the parcel has long been in place. The proposed development will utilize these existing investments. The development of the property at this time also has tax revenue implications in terms of allowing for development within the next year to two years versus an unknown timeline for commercial development. The use of the site for residential purposes will also add to the population base of the area to support and reinforce the viability of existing and future commercial in the area. City Council Agenda —12/10/2018 Neighboring Land Uses. Although the subject property would provide (whenever developed) new commercial opportunities to this portion of the community, there are already significant developed and undeveloped commercial lands that can and do serve that purpose, including Kwik Trip and the Target/Home Depot projects, all within a quarter -mile of this site. There is also available commercial property directly adjacent to the subject site. Further supporting the Senior Housing use on the site, the project would have some of the closest proximity access to the hospital and clinic area, just half a mile to the west of the property. Zoning History. Finally, the site has a history of zoning that would accommodate residential use, including an R-3 designation dating from the 1970s, and a mixed-use PZM designation up until the recent update of the zoning ordinance. It was only when the PZM district was abolished as apart of the update that residential was removed from the site as a development option. Process. Because the applicant is not seeking a PUD, but rather agreeing to abide by the R-4 zoning regulations, this issue has come before the City without benefit of a concept review. As such, many of the site planning issues which would be raised by concept PUD review are being addressed as first impression issues under the Comp Plan and Rezoning amendment process —prior to the formal Conditional Use Permit site plan review. The applicants have agreed to abide by those regulations — and they should be able to do so given the nature of the parcel and the example plans they have prepared to date. Furthermore, the property is a platted lot, requiring no preliminary and final plat process. Summary. An amendment to the Comprehensive Plan is a policy -laden decision for the Planning Commission and City Council. The elements noted above are designed to help the City officials determine whether a proposed change is needed and justified. It is important to note that as the site has been vacant for a number of years, the relevant question is which land use is most appropriate for the site — the proposed, or the existing land use designation (commercial). There is often a tendency to measure impacts of the current proposal against vacant land — this should not be the City's standard. Instead, the site could accommodate an intense commercial development at any time under its current land use designation and zoning — this is what the change should be measured against. Conditional Use Permit. A multiple family building, Assisted Living Facility and Nursing/Convalescent Home in the R-4 District is allowed by Conditional Use Permit. City Council Agenda —12/10/2018 As noted above, adequate information for a full CUP consideration is not yet available and would be required pending the decisions of the present Comprehensive Plan and Rezoning considerations. However, staff would make the following notes for the benefit of the Planning Commission, City Council, and applicant in considering both the land use changes and potential subsequent CUP consideration. 1. Setbacks. The R-4 zoning district requires a 100 foot setback from the principal frontage, and a 40 foot setback from the side street on a corner lot. Technically, the principal frontage for this parcel is County 39 (even though it can not gain access from that minor arterial). As a result, the street setbacks shown on the original concept plan submitted would be required to be reversed. The applicant has provided a revised concept plan which meets the required setbacks. This plan provides additional building setback, furthering enhancing site lines along the CSAH 39 frontage. 2. Building Height. As noted previously, the building will likely not require a height variance to the Wild and Scenic height limitations. Instead, it is noted that DNR staff has informed the City that given the conditions and history of the property in question, the previous 35 foot height requirement would apply. It is noted that building height is measured from the average grade to the average building height (not to the peak), so the applicants can factor this in to their design. Regardless of the standard, staff encourages the developer to consider architecture that minimizes building bulk and height, and meets the R-4 requirements for variable building fagade and roof -lines. In addition, the proposed three-story height will minimize the footprint on the site, providing more open space and minimizing impervious surface. 3. The plan shows additional parking to the south side of the property if needed. Staff would encourage the bulk of the parking to be concentrated in the north end of the property. 4. There is a service area on the west side of the building, facing Hart Boulevard. It will be important this this area is architecturally screened to present a more appropriate view from the roadway. 5. Screening overall will be a consideration to ensure compatibility and to minimize impacts to the neighboring properties. It is noted that with lower traffic volumes, headlight impacts should be likewise reduced for the street and neighborhood. 6. It is noted that the south driveway aligns with a driveway that serves the Kwik Trip property. While this access point appears to serve as a public street, and minimizing traffic flow to County 39 is positive, this drive is private property, and should not be seen as a public route to Broadway. City Council Agenda —12/10/2018 7. Civil engineering — utilities and stormwater management — are critical considerations of future CUP consideration. It is presumed that additional work on this aspect of the plans will add detail as needed. The City's discussion at this point should be focused on land use and impact. B. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative 2 for Decision 1 & 2. Staff Recommends Alternative 1 for Decisions 1 & 2. Decision 1: Resolution approving a Comprehensive Plan amendment reclassifying the subject property from "Places to Shop" to "Places to Live" Motion to approve Resolution 2018-100 approving the Comprehensive Plan amendment reclassifying the subject property Lot 1, Block 2, Riverview Square from "Places to Shop" to "Places to Live", based on the findings identified in the Resolution. 2. Motion to deny Resolution 2018-100 amending the Comprehensive Plan by reclassifying the subject property Lot 1, Block 2, Riverview Square from "Places to Shop" to "Places to Live", based on findings to be made by the City Council and to direct staff to prepare formal findings of fact for consideration at the next available City Council meeting. 3. Motion to send the request for Comprehensive Plan Amendment back to the Planning Commission for review and consideration based on the supplemental data provided. This action may only be taken if the applicant agrees to an extension of the timeline for agency action. Deadline for agency action is December 191, 2018. 4. Motion to table action on the request, pending additional information as identified by the City Council and staff report. This action may only be taken if the applicant agrees to an extension of the timeline for agency action. Deadline for agency action is December 19th, 2018. Decision 2: Rezoning to R-4, Medium -High Density Residential 1. Motion to approve Resolution 2018-101 and adopt Ordinance No. 705 approving the Rezoning of Lot 1, Block 2, Riverview Square to R-4, Medium -High Density Residential based on the findings identified in the Resolution. 2. Motion to deny Resolution 2018-101 and to deny adoption of Ordinance No. 705 for Rezoning of Lot 1, Block 2, Riverview Square to R-4, Medium -High Density Residential, based on findings to be made by the City Council and to direct staff to prepare formal findings of fact for consideration at the next available City Council meeting. City Council Agenda —12/10/2018 Motion to send the request for Comprehensive Plan Amendment back to the Planning Commission for review and consideration based on the supplemental data provided. This action may only be taken if the applicant agrees to an extension of the timeline for agency action. Deadline for agency action is December 19th, 2018. 4. Motion to table action on the request, pending additional information as identified by the City Council and staff report. This action may only be taken if the applicant agrees to an extension of the timeline for agency action. Deadline for agency action is December 191, 2018. If the City Council motion is to deny either or both actions, Council is asked to direct staff to prepare a resolution including Council's stated findings of fact for consideration. C. STAFF RECOMMENDATION Land Use amendments and rezoning applications are policy -heavy decisions, for which there are rarely right or wrong choices. As noted above, the proposed land use change from commercial to multi -family residential would have observable changes in traffic and other impacts, and in some cases would likely lessen the impact on the City's infrastructure. As noted in the text of this report, the Comprehensive Plan is filled with objective and policy direction to seek opportunities to provide for a full range of housing choice in the community, specifically noting the need to accommodate senior housing choices for an aging population. In addition, the Comprehensive Plan, as now amended with the Monticello Small Area Downtown study, can be read to support the rezoning, by taking steps that have the impact of focusing commercial development toward the downtown area, away from competing nodes. While this does not require the City to rezone undeveloped commercial land in any way, the proposed rezoning for this site can at least be viewed as being consistent with the City's land use policies in that way. In some manner, the subject site should be able to function well under either commercial or high-density residential regulations. While there are several areas of the community that are zoned and can accommodate commercial land uses, the options for multiple family residential are extremely limited. Existing development patterns can often inhibit infill higher densities, and finding compatible high-density sites can be a challenge. This "alternative locations" factor supports the idea that rezoning to residential can be viewed positively. Further, the R-4 zoning district suggests that certain commercial properties are considered as appropriate candidates for rezoning to R-4 when they are not considered City Council Agenda —12/10/2018 "prime", as in, they do have access or exposure to the City's primary commercial corridors. The subject property is one such parcel. Moreover, senior housing is both in high demand, and creates fewer traditional land use conflicts. The proposed site has been undeveloped as a commercial site for many years, and indeed, a more high-profile commercial property to the west continues to sit only partially built. While the market changes regularly, these conditions do not appear likely to change soon. Senior housing on this site seems to be a reasonable consideration, given the high-volume roadway location, transitional land use considerations (commercial to medium -density residential), and potential for increased green space and low impact, even after full development. Finally, although only generally related to this proposal, the City has adopted the R-4 District that establishes a zoning district that allows higher density residential development, but also places extensive requirements on that development to meet the Comprehensive Plan goal of higher quality development in all categories. Development of multiple family structures under the R-4 district permit higher densities, but also apply greater performance standards (along with a requirement for Conditional Use Permit review) to ensure that the subsequent development proposal is consistent with the City's objectives. As a result, staff is supportive of the rezoning. There should be few, if any, negative impacts on surrounding land uses. The comprehensive plan supports land use decisions that have the effect of encouraging commercial development in the downtown area. There are several options for commercial development in the City, but relatively few competitive sites for high-density residential. And finally, the City's updated zoning district helps to ensure that multiple family residential development will be done in a high-quality manner and be a credit to the community. D. SUPPORTING DATA A. Resolution 2018-100 for Approval of Comprehensive Plan Amendment B. Resolution 2018-101 for Approval of Rezoning C. Ordinance No. 705, Draft D. Aerial Image E. Applicant Narrative F. Applicant Site Aerial G. Applicant Area Aerial H. Site Concept Sketch I. Land Use Plan J. Zoning Map K. Comprehensive Plan, Excerpts L. Consulting City Engineer's Letter, dated 9/26/18 City Council Agenda —12/10/2018 M. Letter of Public Comment, Trident Development, Tealwood Senior Living, Mielke Development — Entered into the record at 10/02/18 Planning Commission Meeting N. Planning Commission Minutes, October 2nd, 2018 O. Supplemental Data - Provided Post -10/02/18 Planning Commission Meeting a. Commercial Inventory Map b. Headwaters Development Additional Information Narrative Exh A - Ebenezer Management Overview Exh B - Neighborhood Meeting Letter Exh C- Traffic Study Exh D- River View Square Declaration of Covenants, Restrictions & Easements Exh E - Proposed Site Traffic Patterns Exh F- Updated Proposed Site Plan c. Property Owner Narrative d. Letter of Public Comment, Shawn Weinand CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-100 Date: December 10, 2018 Resolution No. 2018-100 Motion By: Seconded By: A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING AN AMENDMENT TO THE COMPREHENSIVE PLAN REGUIDING A PARCEL DESCRIBED AS LOT 1, BLOCK 2, RIVERVIEW SQUARE FROM "PLACES TO SHOP" TO "PLACES TO LIVE" WHEREAS, the applicant has submitted a request for a Comprehensive Plan Amendment to reguide a parcel from "Places to Shop" to "Places to Live"; and WHEREAS, the proposed amendment is intended to facilitate eventual development for a senior housing project; and WHEREAS, the property has remained undeveloped since its designation for exclusively commercial land uses; and WHEREAS, the City currently has more than 260 acres of undeveloped commercial lands in nearby and other areas ; and WHEREAS, the use of the land for senior housing purposes would create lesser impacts on public services and infrastructure, including streets and traffic congestion, than would the current commercial designation; and WHEREAS, the conversion of the land, as non -prime commercial property, for multiple family housing is supported by both Comprehensive Plan policy and zoning ordinance requirements; and WHEREAS, the development of the land for senior housing will facilitate improvements in traffic visibility and intersection congestion; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed amendment to the land use plan is consistent with the requirements of the Monticello Zoning Ordinance. 2. The proposed uses are consistent and compatible with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are less than those anticipated by the previously approved land uses and are addressed through standard review and ordinances as adopted. 4. The site and building improvements resulting from development under the "Places to Live" land use category are consistent with the intent of the Monticello Comprehensive Plan. 5. The existing conditions include substantial street, utility, stormwater, and grading improvements sufficient to accommodate the use of the property as senior housing. 6. The site and building improvements are able to meet the intent and requirements of the applicable zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the amendment to the Comprehensive Plan re - guiding the subject property from "Places to Shop" to "Places to Live" as submitted, adopting the findings of fact herein. ADOPTED this 10th day of December, 2018, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ME ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2018-101 Date: December 10, 2018 Resolution No. 2018-101 Motion By: Seconded By: A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING AN AMENDMENT TO THE ZONING MAP OF A PARCEL DESCRIBED AS LOT 1, BLOCK 2, RIVERVIEW SQUARE FROM "B-4, REGIONAL BUSINESS DISTRICT" TO 64R-4, MEDIUM AND HIGH DENSITY RESIDENTIAL DISTRICT" WHEREAS, the applicant has submitted a request for a Zoning Map Amendment to rezone a parcel from `B-4, Regional Business District" to "R-4, Medium and High Density Residential District"; and WHEREAS, the proposed amendment is intended to facilitate eventual development for a senior housing project; and WHEREAS, the property has remained undeveloped since its designation for exclusively commercial land uses; and WHEREAS, previous zoning history of the property includes both Multi -Family zoning and mixed-use zoning that would accommodate the proposed senior housing land use; and WHEREAS, the City currently has more than 260 acres of undeveloped commercial lands in nearby and other areas ; and WHEREAS, the use of the land for senior housing purposes would create lesser impacts on public services and infrastructure, including streets and traffic congestion, than would the current commercial designation; and WHEREAS, the conversion of the land, as non -prime commercial property, for multiple family housing is supported by both Comprehensive Plan policy and zoning ordinance requirements of the R-4 District; and WHEREAS, the development of the land for senior housing will facilitate improvements in traffic visibility and intersection congestion; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed amendment to the land use plan is consistent with the requirements of the Monticello Zoning Ordinance. 2. The proposed uses are consistent and compatible with the existing and future land uses in the area in which they are located. 3. The impacts of the improvements are less than those anticipated by the previously approved land uses and are addressed through standard review and ordinances as adopted. 4. The site and building improvements resulting from development under the "R-4" zoning district are consistent with the intent of the Monticello Comprehensive Plan. 5. The existing conditions include substantial street, utility, stormwater, and grading improvements sufficient to accommodate the use of the property as senior housing. 6. The site and building improvements are able to meet the intent and requirements of the applicable zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the amendment to the Comprehensive Plan rezoning the subject property from "B-4, Regional Business District" to "R-4, Medium and High Density Residential District" as submitted, adopting the findings of fact herein. ADOPTED this 10th day of December, 2018, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL 1.2 ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor ORDINANCE NO. 705 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY REZONING THE FOLLOWING PROPERTY FROM B-4, REGIONAL BUSINESS DISTRICT TO R-4, MEDIUM-HIGH DENSITY RESIDENCE DISTRICT: LOT 1, BLOCK 2, RIVER VIEW SQUARE THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-4, Regional Business District to R-4, Medium -High Density Residence District: PID NUMBER: 155-117-002010 Legal Description: Lot 1, Block 2, River View Square, Monticello Section 2. 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 3. 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 BY the Monticello City Council this 10th day of December, 2018. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor Headwaters Development/Michael Hoagberg - Request for Comp Plan Amend & Zoning Map Amend Lot 1 Block 2 River View Square I PID 155-117-002010 Created by: City of Monticello Headwaters Develovment - Monticello Senior Living Proiect Summary To: City of Monticello, MN 21 August 2018 From: Headwaters Development The following describes the overall project summary. The Reauest for Re-Zonine: The 5 -acre site for the proposed senior living development at the corner of Hart Blvd and Riverview Drive NE is currently zoned B4 which is a Business District. The adjacent properties have a range of zones - B-2, R-1, R-2, and R-3. This existing site has been left un -developed for years and it is not considered prime commercial compared to other areas in Monticello. A senior living facility in a R-4 zone creates a natural transition zone from the B, Business zoning, that is closer to the highway to the R, Residential zoning, that is closer to the river and further away from the highway. The benefits of the proposed site layout in a R-4 zone include: • Substantially better access to public pathways and open spaces in a R-4 zone compared to what a B-4 zone does not include. The benefit of going up with a three-story building and providing underground parking is that it achieves approximately 60% to 65% of open green space. This would provide a significantly greater amount of green space versus a B-4 zone which would typically have 10% to 15% green space depending on the layout, storm water control, and the landscape requirements. • The setback benefits of the R-4 zoning versus the B-4 zoning are the substantial setbacks in a R-4 zone that include a 100 -foot front yard setback, a 40 -foot side yard setback, and a 40 -foot rear yard setback to the building. This allows for more open space. The B-4 setbacks and open space requirements are zero or minimal depending on necessary buffer space landscaping. • The R-4 zone with this proposed project will include increased landscaping and special landscape features including water features, gazebos, patios, and walking paths. • Traffic for a senior facility is substantially lighter than a B-4 business and the direct access to Hart Blvd and out to the intersection with Riverview Drive NE will allow traffic to easily go north and east towards the main highway with minimal traffic going into the residential areas to the west. Residents living within the assisted living and memory care portion of the facility do not drive and the independent senior residents tend to drive less and use the facility van for trips to church, shopping, events, etc. • The re -zoning to a R-4 would also have a "Condition Use Permit" which provides the "City with an opportunity to review a proposed use in order to establish reasonable conditions necessary to ensure compatibility between the proposed location and use and surrounding properties." (per the Monticello zoning ordinance) The Request for Comurehensive Plan Amendment: • The City of Monticello Comprehensive Plan shows this existing 5 -acre site as "Places to Shop" and the adjacent areas as "Places to Live" and "Places for Community" (the adjacent church. Since this site is too far away from the major highway and there is also an additional street intersection away from Broadway Street East (County Road 75 NE) so the distance to visibility has prevented this site to be developed as "Shops" in the past. We believe the highest and best use of the site is a transitional use like a senior assisted living facility that provides services to seniors in the community while providing a place for seniors to live and be cared for. • A quote from the Comprehensive Plan text states "The emphasis behind Places to Live is to help ensure that Monticello offers a full range of housing choices, while preserving and enhancing the quality of neighborhoods." We believe that adding the mix of the senior living facility offers that full range of choice for Monticello's residents. • Another quote from the Comprehensive Plan text states "It is likely that Monticello will need additional higher density housing to ... provide housing suited to the needs of an aging population." This proposed project is ideally located to fill a need within the community (see the Market Study Demand notes below). The Location and Demand: This proposed senior living project is a 5 -acre parcel at the corner of Hart Blvd. and Riverview Drive NE in Monticello. Monticello is an appealing location as it combines a picturesque rural character with the charm of the Mississippi River. Additionally, there is excellent access to shopping and services in the surrounding area via local connections and access to Interstate 94. We anticipate that a new senior housing development in Monticello will attract many existing local senior residents along with drawing other residents currently living outside the community. The new development is a great benefit to the City of Monticello community as it will allow senior the ability to stay in Monticello as they age and need assistance. Based on the characteristics of Monticello, community orientation, proximity to other senior housing properties in the surrounding area, geographic barriers, and our knowledge of senior housing draw areas, we estimate that a senior housing development on the Site in Monticello would attract approximately 67% of its residents from a draw area (Primary Market Area, or "PMA") that includes the adjacent communities. The remaining portion of the senior housing demand (33%) would come from outside the PMA, particularly parents of adult children living in the PMA. The preliminary senior housing study was completed by Viewpoint Consulting Group, Inc. Based on pent-up demand and the growth in senior households, the Market Study identified an unmet demand for independent senior living units, assisted living units and memory care units. These numbers conservatively reflect a capture rate of 30% of the market area excess demand. The senior population is projected to continue to see an increase for the next five years. This provides for a very healthy and growing senior population. The Proiect: The proposed senior living development will be managed by Ebenezer and will have 92 units in the first phase with an additional 33 units planned for the second phase. The total units master planned for assisted living, independent living, and memory care suites will total 125 units. The first phase of 92 units will consist of approximately 14 memory care units on the first level and a blend of 78 independent and assisted living units on the first, second, and third levels. The rent structure is comparable to neighboring facilities and other new campuses that are currently being constructed across the region. The building will incorporate typical senior building amenities such as dining rooms, family dining room, multi-purpose rooms, beauty shop, activity rooms, theater room, medical clinic space, therapy, library, fitness room, spa room, pantry, management office and commercial kitchen. It will also have underground parking. The exterior of the three-story building will incorporate brick, stone and Hardi-type siding (cementitious siding) with a sloping asphalt shingle roof. The building will be setback off of the two adjacent streets with extensive landscaping, patios, gardens, walks and courtyards. The three-story building height can be designed with either a flat roof or a pitched roof (the pitched roof is preferred at a 5:12 pitch). The flat roof design would be approximately 34 to 35 feet in height and the design with a pitched roof would be approximately 46 to 47 feet in height (40 feet if measured from the mid -span of the 5:12 pitched roof). The Management Team - Ebenezer Senior Services: Founded in 1917 by Minneapolis Lutherans to provide community -centered care for homeless older adults and others in need, Ebenezer Senior Services programs and services today include: • Independent Living (including condominiums, cooperatives and senior apartments) • Assisted Living • Memory Care • Transitional and Long-term Care • Adult and Intergenerational Day Programs • Community-based Services • Management and Consulting Services • The Ebenezer Foundation Part of Fairview Health Services since 1995, their combined resources and expertise offer access to a full range of choices for vibrant senior living. In partnership with the University of Minnesota, they are also part of an academic health system improving the patient's clinical experience, conducting nation -leading research and achieving academic prominence. Ebenezer will assist in analyzing the market, establishing a strategic marketing plan, producing sales collateral, coordinating a public relations plan, and training sales staff. Through Ebenezer's system for managing leads, maximizing sales, and monitoring programs to reach occupancy projections, the new development hopes to exceed projected occupancy. Ebenezer will provide effective on-site management as well as consulting services in all areas of management. Ebenezer has proven that quality patient care and a positive bottom line can go hand- in-hand. Ebenezer will also continue to assist Headwaters Development in evaluating the facilities' strengths and weaknesses. In doing so, they will assess current programs, any service gaps, as well as opportunities and threats in the external market environment. From this, recommendations for new service options tailored to the needs of seniors will be developed and include an individualized implementation plan. The anticipated number of employees for the proposed Senior Living project will be approximately 50 employees (including full and part time positions). This will include an executive director, a clinical services director, mix of RN's and/or LPN's, nursing assistants, and staff for activities, marketing, dietary, housekeeping, maintenance and other administration. We are excited about the opportunity to work with the City of Monticello and its residents to bring this special new project to the community. Upon review of our proposal, please do not hesitate to contact me if you have any questions or comments. 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June 9, 2014 Amended by City Council Resolution 2014-062, June 9, 2014 Legend Places to Live Lake Qr) + Places to Shop i Places to Work Places to Recreate - L 'p + Places for Community ?r Lake�) + Downtown Mixed Use o Interchange Planning Area a Urban Reserve Infrastructure 0 0� ^- Rivers and Streams iPublic Waters Inventory Wetlands (National & Public Waters Inventories) D root Potential Greenway Q J Potential Interchange ° Future Bridge *%a* Existing Arterial or Collector Road 1 'j*,* Proposed Arterial or Collector Road ^�� Powerline Monticello City Boundary Orderly Annexation Area c "' I I NE � 1�, o Land Use Plan Legend L ty Ut 1v1U11t1Lt!LLU IS, I ia Zonin a 0 C I I M 9 P \ \ o I I \ m , \ s I \ m I \ I \ , I \ I � I — — — — — — — — — — — —I \\ ram H� W E NX \ - , , 414 \ = as • , \ \ 1\ e — I \ c I \ I l BASE ZONING DISTRICTS \\\ \ y Residential Districts Business Districts -- Low Residential Densities B-1 pa w3�S ��♦,�. \•� \ � � s,, moi►' . � � \ A-0 R -A R-1 Medium Residential Densities TI R-2 R -PUD --High Residential Densities R-3 R-4 OTHER M -H Water B-2 B-3 B-4 CCD Industrial Districts IBC 01; Swan River Monticello High School Mills Fleet Farm Red Rooster PUDS ;--�--; Spaeth Industrial Park Camping World Affordable Storage M$ Autumn Ridge OVERLAY DISTRICTS Performance Based Overlay District Special Use Overlay District ;Mississippi Wild, Scenic & Rec Overlay District Shoreland District Freeway Bonus Sign District ANI W aw, ► r��' sir,•,;, �i�� ' � \ . 18 8 <t D �3 ELIELIED ANEW Al \ 11 II -- --------------------------- - - - - -- I I _ I I I I -_________- z a 95th S, 11F 1130-171 Figure 3-3: Land Use Plan - Places to Live The remainder of this section describes the categories used in the Comprehensive Plan in greater detail. Places to Live The Comprehensive Plan seeks to create and sustain quality places for people to live in Monticello (see Figure 3-3). This category designates areas where housing is the primary use of land. The emphasis behind Places to Live is to help ensure that Monticello offers a full range of housing choices, while preserving and enhancing the quality of neighborhoods. Although a single land use category, Places to Live does not suggest housing is a homogenous commodity or that any type of housing is desirable or allowed in any location. When someone says "house" the most common image is a single family detached dwelling. This housing style is characterized by several features. There is a one-to- one relationship between house and parcel of land - the housing unit is located on a single parcel. The house is not physically attached to another housing unit. The housing is designed for occupancy by a single family unit. The typical neighborhood in Monticello is made up exclusively of single family detached homes. The primary variables become the design of the subdivision, the size of the lot and the size and style of the dwelling. Many older neighborhoods in Monticello (north of Interstate 94) were built on a traditional grid street system. Over the past thirty years, development patterns have moved to a new suburban curvilinear 2008 Comprehensive Plan - Updated 2017 Land Use 1 3-5 pattern, characterized by curvilinear street layout with the use of cul-de-sacs. A variety of factors, including consumer preference and housing cost, have increased the construction of attached housing in recent years. Duplexes, twin homes, quads and townhomes are common examples of this housing style. Although the specific form changes, there are several common characteristics. Each housing unit is designed for occupancy by a single family. The housing units are physically attached to each other in a horizontal orientation. Places to Live will include some neighborhoods designed to offer a mixture of housing types and densities. Mixed residential neighborhoods create a pattern that combines single-family detached housing with a mixture of attached housing types. Using good design and planning, these mixed residential neighborhoods can achieve a higher density without compromising the overall integrity of the low-density residential pattern. This integration strengthens neighborhoods by increasing housing choice and affordability beyond what is possible by today's rules and regulations. It also avoids large and separate concentrations of attached housing. It enhances opportunities to organize development in a manner that preserves natural features. A complete housing stock includes higher density residential areas that consist of multi -family housing types such as apartments and condominiums. In the near term, the Comprehensive Plan does not anticipate expanding the existing supply of higher density housing. It is likely that Monticello will need additional higher density housing to: ► Provide housing suited to the needs of an aging population. ► Facilitate redevelopment in the Downtown or in other appropriate locations of the community. ► Provide housing needed to attract the work force required to achieve economic development goals of the City. Higher density residential land uses should be located and designed to be compatible with nearby residential or mixed uses, on lots able to accommodate larger buildings and added traffic generation. In addition, siting factors for high density residential uses will prioritize access to services and amenities including public utilities, parks, trails and open space, and commercial and/or medical services. It will be important, when considering potential designation of high density housing development, that the parcels meet the specific standards of the zoning district, and such development can be accommodated in accordance with the policies in this Plan. While these comments and the comments in the zoning ordinance are intended to be instructive they are not necessarily the only factors that might come into play on specific properties. Policies - Places to Live The Comprehensive Plan seeks to achieve the following objectives for residential land use in Monticello: 1. Provide a range of housing choices that fit all stages of a person's life -cycle (see below). 2. Support development in areas that best matches the overall objectives of the Comprehensive Plan. 3. Develop quality neighborhoods that create a sense of connection to the community and inspire sustained investment. The Comprehensive Plan seeks to maintain the quality and integrity of existing neighborhoods by encouraging the maintenance of property and reinvestment into the existing housing stock. Changes in housing type should be allowed only to facilitate necessary redevelopment. 4. Create neighborhoods that allow residents to maintain a connection to the natural environment and open spaces. 5. Seek quality over quantity in residential growth. Achieving the objectives for quality housing and neighborhoods may reduce the overall rate of growth. 6. Reserve areas with high amenities for "move up" housing as desired in the vision statement. These amenities may include forested areas, wetland complexes, adjacency to parks and greenways. Some of the City's policy objectives require further explanation. 3-6 1 Land Use City of Monticello Figure 3-4: Life Cycle of Housing Supply IIII IIII IIII I �; IIII II I ��,� _ Mild �®LL 1 Lt- Life Cycle Housing Housing is not a simple "one size fits all" commodity. Monticello's housing stock varies by type, age, style and price. The Community Context chapter of the Comprehensive Plan describes the characteristics of the housing stock based on the 2000 Census and recent building permit trends. The concept of life cycle housing recognizes that housing needs change over the course of a person's life (see Figure 3-4). Young adults may not have the income capacity to own the typical single family home. This segment of the population often seeks rental housing. Families move through different sizes, styles and prices of housing as family size and income changes over time. With aging, people may desire smaller homes with less maintenance. Eventually, the elderly transition to housing associated with options for direct care. As noted in the Vision Statement, Monticello's population will continue to become more diverse. This diversity will be seen in age, race, culture and wealth. These factors will influence the housing needs of Monticello. The Comprehensive Plan recognizes these differences and seeks to create a balanced housing supply that encourages people to move to and stay in Monticello. This balance may not be achieved solely by market forces guided by this Land Use Plan. Actions by the City may be needed to promote the creation of housing in underserved segments of the market. Neighborhood Design A priority for the community is diversification of the housing stock by providing more "move up" housing. In this context, the term "move up" housing refers to larger homes with more amenities in structure and setting. This type of housing may not be exclusively single-family detached or low density. Attached forms of housing with medium or high densities may meet the objectives for move up housing in the appropriate locations. In this way, the objectives for move up housing and life cycle housing are compatible and supportive. While every community wants a high quality housing stock, this issue has particular importance in Monticello. It is a key to retaining population. Without a broader 2008 Comprehensive Plan — Updated 2017 Land Use 1 3-7 variety of housing options, families may encouraged to leave Monticello to meet their need for a larger home. It is a factor in economic development. One facet of attracting and retaining professional jobs is to provide desirable housing alternatives. It must be recognized that creating move up housing requires more than policies in the Comprehensive Plan. The Comprehensive Plan provides a guide for achieving the desired results. The desired outcomes require private investment. This investment occurs when demand exists or the City can provide an incentive to attract investment. Part of attracting move up housing comes from creating great neighborhoods — places that will attract and sustain the housing options sought by the City. Neighborhoods are the building block of Places to Live in Monticello. The goal of the Comprehensive Plan is to create and maintain attractive, safe and functional neighborhoods. The following policies help to achieve this objective: 1. Neighborhoods should incorporate the natural characteristics of the setting. Trees, terrain, drainageways, and other natural features provide character to neighborhoods. 2. Housing should be oriented to the local street, minimizing access and noise conflicts with collector streets. 3. The City will use public improvements to enhance the appearance and character of a neighborhood. Some examples of improvements that define an area include streets with curb and gutter, trees in the public boulevard, street lighting systems, and storm water ponding. 4. Sidewalks, trails, and bikeways will connect the neighborhood to other parts of the community. 5. Every neighborhood should have reasonable access to a public park as a place for residents to gather and play. All of these elements work together to create a desirable and sustainable place to live. Figure 3-5: Relationship Between Development and Natural Features - Parkway y Figure 3-6: Relationship Between Development and Natural Features - Trail Corridor h ;I Balancing the Built and Natural Environments The natural amenities of the growth areas (west and south) in Monticello should serve as a catalyst for residential development. The Bertram Chain of Lakes Regional Park offers the dual assets of natural features and recreational opportunities. Lakes, wetlands and other natural amenities exist throughout the orderly annexation area. Studies have shown that parks and open space have a positive economic effect on adjacent development. An article published by the National Park and Recreation Association states that "recent analyses suggest that open spaces may have substantial positive impacts on surrounding property values and hence, the 3-8 1 Land Use City of Monticello WSB Building a legacy — your legacy. September 26, 2018 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Headwaters Development Senior Living Concept Plan Review City Project No. 2018-038 WSB Project No. 12792-000 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the concept plan dated August 10, 2018 as prepared by Ayres Associates and offer the following comments. 1. Wright County is planning to stripe a center left turn lane along CSAH 39 (Riverview Drive) from Hart Boulevard to the east for construction in 2019. The City will submit the proposed concept plan to Wright County for their information and review to determine if additional County right of way is needed. We understand there are concerns with sight lines at the intersection of Hart Boulevard and CSAH 39 and merging traffic on eastbound CSAH 39 that the City will coordinate with Wright County to address. 2. It is not anticipated that there will be a need for turn lanes or other operational improvements on Hart Boulevard based on the traffic generated from the site. The proposed accessing spacing aligns with existing access points on the west side of Hart Boulevard to aid in eliminating turning conflicts. 3. A pathway is shown on the north side of the site along CSAH 39. This should be 10 -foot wide trail in accordance with the City's pathway connections guide map. A crosswalk should be included at Hart Boulevard. 4. A pathway is proposed along the west side of the site adjacent to Hart Boulevard. City staff will evaluate future needs to connect this pathway. Equal Opportunity Employer wsbeng.com K:\012792-000\Admin\Docs\LTR-a-schumann-Headwaters 092618.docx September 26, 2018 Page 2 5. There are platted drainage and utility easements on the easterly property line of the site that contain sanitary sewer and storm sewer pipes that should be considered with the site plan. 6. Sanitary sewer and watermain services are extended from the mains within Hart Boulevard to serve the site. The watermain should be looped within site. 7. The applicant will be required to submit a stormwater management plan for the proposed development (including future building addition and parking lot) in accordance with the requirements in the City's Design Manual. 8. Proposed runoff rates shall be less than or equal to existing runoff rates. 9. The proposed development discharges to a regional infiltration basin east of the A Glorious Church site. This regional basin was designed for a maximum of 2.2 acres of impervious surface from the proposed parcel. Any impervious area beyond that will need to be infiltrated on site. 10. Runoff from the site needs to incorporate pretreatment measures (i.e. sump manholes) prior to discharging to the regional infiltration basin. 11. Underground parking is proposed for the site. Consideration shall be given in the design such that the garage area will not be at risk of frequent flooding. It's recommended that trench drains, a sump pump system and secondary containment of the 100 year runoff volume be considered in the design. 12. The proposed development falls within the DNR Wild and Scenic River District for the Mississippi River and must incorporate best management practices (BMPs) in accordance with the NPDES/SDS permit for construction. 13. A more detailed review of the development plans will be completed when the applicant submits complete civil plans and a stormwater management report. Please give me a call at 763-271-3236 if you have any questions or comments regarding this letter. Thank you. Sincerely, WSB & Associates, Inc. Shibani K. Bisson, PE Senior Project Manager K:\012792-000\Admin\Docs\LTR-a-schumann-Headwaters 092618.docx September 26, 2018 Page 3 skb K:\012792-000\Admin\Docs\LTR-a-schumann-Headwaters 092618.docx Info for staff and planning commission's consideration as it relates to Headwaters Development request for rezoning of Lot 1, Block 2, River View Square. Public hearing- Tuesday, October 2, 2018 6:00 pm Submitted by- Development team (Trident development, Tealwood Senior Living, Mielke Development) 1 00 OCT 2 21118 FILE COPY Is rezoning in the city's best interest? FACTS AND POINTS OF CONSIDERATION: Headwaters Development is asking the city to REZONE a prime (B-4 regional business) parcel to (R-4 high residence density) to accommodate a 3 story, 125 unit senior living facility. Virtually all the same arguments IRET used a few years ago to justify the rezoning of this same parcel is being used again by Headwaters and its supporters. After great controversy and opposition the city council denied IRET's request to rezone this parcel. THE RESULT - 1. IRET purchased property on the south side of 1-94, more appropriately suited for high density housing and built a much nicer, larger complex. IRET and general public WON 7 Tkn f-ity crnt n cl Inarinr nrniort nnrl m11r-k hinkpr tw k--3co Tho t-it%t \A/r)KI L. 11IG l.Ry sVl Q JuI./G11V1 r.Jl V,L. t.l a11V 111u%.11 IIIs11L1 ban IJQJG. 1 ll%- %,I --y vvvly 3. The parcel neighborhood did not get a 3 story high density housing project plopped on them. The Neighborhood WON 4. By not rezoning the parcel, the city still has a prime 5 acre regional business parcel in its commercial inventory. The city WINS again. As with IRET, there are many other properties in Monticello better suited for Headwaters Development project. Some argue nothing has developed on this parcel in 10 yrs, it should be rezoned. We had a major recession in 2008. There are commercial properties all over in Monticello, the county, ctata Anri rni intro that hada cat thara 1(1 %irc The rnmmarrial market is ii ict rnmino hark I � �. ...,. ......,..... T ....... ..... , ... .,.... I.- - -- Y. `.. ..... ... .... � .., ....... ....,....., � .... � ...,., . ........ � ... O ...,...... Monticello is going to continue to grow to the east. If the city would rezone this prime regional business property now (short term thinking) for high density housing that can easily go elsewhere, there will soon be a time when the city will wish they still had this business property in their inventory. In order to accommodate Headwaters Development project on this small parcel - a. it will take much more than just a simple rezoning. b. This property is in the Mississippi Wild Scenic and Recreational River district. This project does not meet the height restrictions, etc. �- 1 IEZ I lnitc is ro -al ticrht nn tkic nnrr-nI nnA xAAII IiLaly noon nl lmornl lc ntknr vnrintinnc �,. J.L.J u1111J IJ 1 C.QI L1511l V11 Ll Ili pul ul lu vvlll lllxl-Iy lit -%-U 11U111%_1 VUJ Vll It.l vul IQ {.IVI IJ, deviations from city codes (setbacks, etc.) Monticello Senior Housing Market. St Benedicts has been the primary Senior Living Provider. Our team (Trident Development, Tealwood Senior Living, Mielke Development) did a Senior Living market study in October 2017. Tealwood manages over 50 senior living complexes. Mn, Iowa, Wisconsin, South Dakota Closest to Monticello is The LEGACY in St Michael. One of our older projects. The study estimated the Monticello market has a projected need for an additional 120 to 150 senior living units in the next number of years. This estimation is similar to the need outlined in the ritv of Mnnti�Plin'r, market rti Ax/ ...- .-. � 7 .... .....-. Y. We acted on this, purchased property, have presented concept plans, made EAW application and Concept Review application. Will be in front of planning and council Monday Oct 8. In 2019 we will be bringing in an additional 136 senior housing units to Monticello. Two ,^-Jnr-4-� 7iii ..r.itr -,,;,+-A -- - 7 GG ..r.i+ I;,ii__ --+ -.r + .)1=tlC11 dlC L)U11U1116J. 1. /U U1111-1 LC11 C L. UU U1111 JCI IIUI IIVI116 CIPOI 1111C1 Il building with underground parking. Location; north side of new 1-94 overpass. West of St Henry church. Just under 9 acre complex. We will be satisfying Monticello's needs for additional Senior Living units for the next number of years. We have room to expand. HUGE CONCERN: overbuilding the Monticello Senior Living Market Assuming St Benedict continues to operate. We (Tealwood Sr Living) meet the projected market studies needs with our 136 units Who is going to fill Headwaters 125 units? QUESTION: Why would a city rezone a prime regional business parcel knowing it will result in an overbuilt senior housing market and in the process take a prime business parcel out of its inventory? Our team has been watching this Headwaters proposal and questioning- have they done a market study? Of do they know something about the market we do not know? Today we learned Headwaters used the same market study we originated and paid for, for the Monticello market area. (Viewpoint Consulting Group, Inc.) So there clearly is not enough market share in Monticello for St Benedicts, Us (Tealwood Sr Living) and Headwaters. We believe when all is said and done, we will have the strongest project. Location, access, a proven leader in the Senior Housing Industry, top notch buildings, amenities, spacious campus, peaceful surroundings, room for expansion. We originally looked at the parcel Headwaters is asking the city to rezone. We decided not to pursue it for the following reasons - 1. The city denied IRET a rezone of this parcel and ended up with a better project. Why would they rezone for us and a similar type use? 2. The height restrictions, etc. with this parcel being in the Mississippi Wild Scenic district Q It %ecni 1111 hn roolly ticrht to crnt mnvthincs nvnr 00 1 mite nn 0110 cito tecitkni It ncWncr tho rite ..P. IL vVW%AI%+ N�. 1�-UIIy L1511t. w 5%-L uIIyLIIIII j %JV% -I .iv UIIItJ v11 1.11%- aI« vvIuIW%AL UJI%III5 Lila- %'ILr for lots of variances, special allowances, etc. Not sure could get them. No room to expand. 4. Did not want to antagonize the neighborhood residents. The site we are working on certainly has some challenges, topography, historic house, etc. But when all is said and done, our site is a great location for senior housing situated on a beautiful campus. Provides the city with probably the most viable project on this site. Thank you for considering our thoughts, Trident Development, Tealwood Senior Living, Mielke Development ! /fit DT-,1vr Qi.� v+s colol'►OElo�I ui�0D �,�Ali 0 R v�s�/( i'�1i Lit 1>Ci/rl�P rU % v U Ni T S'rw l a k 144) ct.• I A16r- C�9 1vl PV S C2 6GLI L 0 /V 6: s j uG€Qv ✓ ao .RICI J.II'OII.'MII[C .. VM m 1 1 Z.. i r o1r. ♦-'y '• I a s tu z �slu z r 0 Do MA L- ----------- M. «� : UA A PPL 1 c 1+r1O 1V3, A 4 l: IA/ UMWC-pfNi � r 2 r z PRr5r_N�71AJCr 7-o P)ANIVING Y- CUC(AIcfL C?C7 8- Angela Schumann From: Dan and Linda Mielke Sent: Tuesday, October 2, 2018 12:43 PM To: Angela Schumann; Jim Thares; Matthew Leonard; WSBshibani Cc: 'Roger Fink'; 'Lee Mielke' Subject: RE: Concern about overbuilding Monticello senior housing market Angela, Please do forward the email and attached info from our team to the Planning Commission. My wife will also be dropping off an envelope later this afternoon with duplicate information as a backup. If you have any questions, or need further clarification on anything, please call. Thanks. From: Angela Schumann [mailto:Angela.Schumann@ci.monticello.mn.us] Sent: Tuesday, October 2, 2018 11:53 AM To: Dan and Linda Mielke '°m Thares <Jim.Thares@ci.monticello.mn.us>; Matthew Leonard <matt.leonard@ci.monticello.mn. us>; WSBshibani <sbisson@wsbeng.com> Cc: 'Roger Fink' >; 'Lee Mielke' Subject: RE: Concern about overbuilding Monticeiiu senior housing market Dan, Are you requesting that staff provide the attached and email below to the Planning Commission this evening, or will you be providing this information to them? Angela Schumann Community Development Director City of Monticello www.ci.monticello.mn.us 763-271-3224 Email corresponse to and from the City of Monticello government office is subject to the Minnesota Government Data Practices act and may be disclosed to third parties. From: Dan and Linda Mielke Sent: Tuesday, October 2, 2018 10:01 AM To: Angela Schumann <Angela.Schumann@ci.monticello.mn.us>; Jim Thares <Jim.Thares@ci.monticello.mn.us>; Matthew Leonard <matt.leonard@ci.monticello.mn.us>; WSBshibani <sbisson@wsbeng.com> Cc: 'Roger Fink' <. 'Lee Mielke', ' Subject: Concern about overbuilding Monticello senior housing market Everyone, FYI attached are some Facts and Considerations for your review and contemplation As you all are aware, our team (Trident Development, Tealwood Senior Living, Mielke Development) is working to bring 136 units of senior housing to the Monticello market 2019. Applications are in. A few weeks ago we became aware of Headwaters Development looking to bring an additional 125 units of senior living to Monticello. Our 136 and there 125 = 261 new units. Our philosophy is NOT to come in to a market and knowingly overbuild it, expecting to take out any competitors who may already exist because we think we can, with a modern, higher quality campus and the depth of our overall organization. We contracted with Viewpoint Consulting Group, Inc (our go to market study firm, they have done many for us, and have never been wrong) to determine if the senior housing market in Monticello is large enough to support the existing St Benedict senior housing complex and ourselves. Our project of 136 units is based off that market study. We build to the market and 5 to 10 years down the road. We have 50 plus campus's. Some 200+ campus's and some 90 unit campus's. So we have been paying great attention to this Headwaters project. Have kept asking ourselves, do these guys know what they are doing, have they done a market study, if so do they know something about this market we do not know. Yesterday, to our surprise we got the answer. We learned Headwaters is using the same Market Study from Viewpoint Consulting Group, Inc. that we originated and paid for to make our determination. The report does not include our 136 units or there 125 units in the calculus. We contacted Viewpoint about this and got this answer, " they had not heard that we were moving on this project, so charged them for it". Double dipped. Needless to say we are not happy Viewpoint did not check with us prior to handing the study to someone else. (that's our issue). The point is there is not enough senior living market share in Monticello now and in the next few years supported by the Viewpoint and City market studies to support- ST Benedicts, ourselves (Tealwood senior living) and Headwaters. Someone will likely not survive. Does Headwaters know about us? Our view is if the city rezones the prime business parcel for them and grants them waivers, (ex. Mississippi Scenic River overlay height restriction) etc. to make the site work, that an uneven playing field has been created. If the parcel is not rezoned for Headwaters and they choose to develop on another property in the Monticello market like IRET did a few years ago when they were denied rezoning on this same parcel, then that is free enterprise and we just have to have the best campus with superior service and someone will not survive. N Attached are some Facts and Considerations for your review and contemplation For a healthy city and competitive environment, Our team (Trident Development, Tealwood senior living, Mielke Development) PS please contact us with any questions or concerns MINUTES REGULAR MEETING - MONTICELLO PLANNING COMMISSION Tuesday, October 2nd, 2018 - 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners Present: Brad Fyle, Sam Murdoff, Marc Simpson, John Alstad, Katie Peterson Council Liaison Present: Charlotte Gabler Staff Present: Angela Schumann, Steve Grittman (NAC) 1. General Business A. Call to Order Brad Fyle called the meeting of the Planning Commission to order at 6:00 p.m. B. Consideration of approving minutes a. Regular Meeting Minutes — August 7, 2018 MARC SIMPSON MOVED TO APPROVE THE REGULAR MEETING MINUTES OF AUGUST 7, 2018. KATIE PETERSON SECONDED THE MOTION. MOTION CARRIED, 4-0-1 WITH SAM MURDOFF ABSENT DURING THE MOTION. b. Special Meeting Minutes — August 7, 2018 MARC SIMPSON MOVED TO APPROVE THE SPECIAL MEETING MINUTES OF AUGUST 7, 2018. KATIE PETERSON SECONDED THE MOTION. MOTION CARRIED, 4-0-1 WITH SAM MURDOFF ABSENT DURING THE MOTION. c. Special Meeting Minutes — September 4, 2018 KATIE PETERSON MOVED TO APPROVE THE SPECIAL MEETING MINUTES OF SEPTEMBER 4, 2018. MARC SIMPSON SECONDED THE MOTION. MOTION CARRIED, 4-0-1 WITH SAM MURDOFF ABSENT DURING THE MOTION. C. Citizen Comments None. D. Consideration of adding items to the agenda None. E. Consideration to approve agenda N/A. 2. Public Hearings Sam Murdoff joined the meeting. A. Public Hearing - Consideration of a request for Comprehensive Plan Amendment from `Places to Shop' to `Places to Live' and a request for Zoning Map Amendment for Rezoning from B-4 (Regional Business District) Planning Commission Minutes — October 2, 2018 Page 1 1 6 to R-4 (Medium -High Residence Densitv Residence District) for a 125 unit senior living development. Applicant: Headwaters Development — Michael Hoagberg Steve Grittman introduced the application and indicated that if approved, the applicants would need a Conditional Use Permit for a multi -family development in the R-4 District. The proposal estimated about 125 mixed senior living units with construction being completed in two phases. The first phase would include about 92 units with future phase of 33 units. Grittman provided the history of the plat noting that the area was currently guided and zoned commercial. Grittman summarized the zoning ordinance and comprehensive plan standards for map and text amendments. The Comprehensive Plan has a number of objectives that relate to how land use is be developed in the community. Grittman noted that it explains the need for additional senior housing. Grittman also noted that there are a number of vacant commercial parcels near the site that have remained under or undeveloped. Grittman summarized the importance of having transitional uses between two zoning districts and explained that senior housing may be a suitable use. It was noted that senior living facilities are not as intense of a use as other high density residential projects and have relatively lower traffic impacts compared to commercial developments. Grittman then went into further detail about the parking and noted that the applicant provided onsite parking. He explained that the amount of greenspace provided exceeded a commercial project, which typically consume 80-85 percent of the land with hard surface. He said that typically senior living uses require 1 to 1.5 stalls per unit, but most of the parking is used by visitors or staff. Grittman stated that the site is located in the Mississippi River Wild and Scenic District and has additional review factors such as height limitations. It was noted that a variance may be required if the building exceeds 25 feet, but that staff would need to confirm the requirement. City staff recommended approval of the application. Grittman stated that the developer would need to make some sight plan changes including shifting the buildings to meet the R-4 standards. Sam Murdoff asked why the Wild and Scenic District height would possibly not apply. Grittman explained that it had to do with the timing of the implementation of the ordinance. He stated that if it was zoned or guided for commercial uses after the time the City adopted the special district, then a 25 feet restriction would be in place. Staff would complete more research. Planning Commission Minutes — October 2, 2018 Page 2 16 Charlotte Gabler also asked about the timing for implementation of the Wild and Scenic District. She asked about the Highway 25 Coalition and if there has been any selections for where a possibly new bridge overpass would be located. Angela Schumann indicated that the coalition is investigating five options and will need to finalize their review in the next year. Brad Fyle opened the public hearing and invited the applicants to speak first. Michael Hoagberg, Headwaters Development, introduced himself. He briefly mentioned the considerations for this project in Monticello. He explained the importance of keeping the natural components on site and stated that sixty percent of the site would remain green space. He also summarized that the use would be a good transitional use from retail to residential. He also explained the importance of the appeal of the building and being a good fit into the community. Marc Simpson asked how many other complexes the company owns and/or operates. Hoagberg responded that this would be their fifth community with their newest and closest facility in Eagan. Hoagberg added that the developers held a neighborhood meeting for property owners within 500 feet of the proposed development. Hoagberg stated that those comments would be incorporated in the final site plan and design if possible. Sam Murdoff asked how the developer decided on this property. Hoagberg cited personal connections to the current owners. Hoagberg also added that they wanted to expand to the northwest metro area and Monticello fit a lot of the criteria they were looking for in a site. Murdoff asked if the developer has looked at other sites in Monticello. Hoagberg declined. Katie Peterson asked where the clientele would be coming from. Hoagberg stated that they would estimate 2/3rds of residents would come from Monticello or the surrounding area. Peterson asked if traffic was a concern. Hoagberg stated that traffic was a concern, but was manageable. Simpson asked when they completed the market study. Hoagberg stated it was completed in the last six months and was validated by a third -party. Peterson asked if there was any concerns of noise. Hoagberg stated that was a consideration and would be accommodated. The use of higher proof windows was a mitigation example. Murdoff asked how the developer would deal with the regulations of the Wild and Scenic regulations. Hoagberg stated that they needed to see what the DNR came back with. He mentioned the importance of having three stories and maintaining adequate green space. Murdoff asked about how they would meet the other setbacks. Hoagberg noted that they would meet all of the setbacks for property. Fyle asked about the future phase timing. Hoagberg estimated the earliest would be five years from the completion of the first phase. Planning Commission Minutes — October 2, 2018 Page 3 1 6 Peterson asked about the type of amenities offered at the facility. Hoagberg explained that the facility would offer full service dining/kitchen, spa, fitness center, theatre, and community spaces. Simpson asked about the capacity of St. Benedicts. Schumann stated that they could provide that information to the Commission at a future meeting. Roger Pribyl, 6184 Mill Run Road, had concerns with traffic, the intersection of Hart Boulevard and County Road 39, street lighting, and the speed limit on Country Road 75. He believed there were other areas that this development could locate. Pribyl also noted that the vacant lot and other lots in the vicinity have not been mowed. Angela Schumann entered into the record that a public comment letter was received from Trident Development, Tealwood Senior Living, and Mielke Development. This letter was distributed to the commissioners. Charlotte Gabler asked if the proposed amendment to Comprehensive Plan would change the total acreage of commercial. Grittman noted that only the five acre parcel would be converted. Gabler asked if any other R-4 zoning districts are located in the city other than Monticello Crossings/IRET. Grittman declined. Gabler asked if the applicant has toured any other sites in Monticello. Hoagberg stated that he has seen the progression of the City and has seen vacant lots in Monticello, but would like to use this site for development. Gabler asked if Hoagberg was familiar with the Highway 25 Coalition planning. Hoagberg confirmed. Gabler asked if the developer would be interested in partnering with the city to increase safety near the site. Hoagberg said that they would be open to it. Gabler asked why a concept design meeting was not held. Schumann summarized that option was only available for Planned Unit Development. Schumann explained that the consulting engineer (WSB) submitted a comment letter that addressed configuration concerns with the intersection of Country Road 39 and Hart Boulevard. Fyle had concerns with left hand turns unto the site and traffic. Hoagberg stated that the design was only a concept and they would be flexible. Peterson asked what would happen if the Comprehensive Plan Amendment and Rezoning would pass, but the senior living development would fall through. Grittman stated that the next step for any developer would be for a Conditional Use Permit, which would allow the City Council authority on any proposal. Hearing no further comments, the public hearing was closed. Murdoff summarized that in his view this was not the right place for a senior living facility and was worried about removing a commercial zone, especially as Monticello continues to grow. Planning Commission Minutes — October 2, 2018 Page 4 16 Simpson reiterated increased traffic concerns and agreed that it was not the best location for a senior living facility. Katie Peterson asked for the history of zoning requests for the site. Grittman explained before the Zoning Ordinance was updated in 2010, the previous code identified the areas as PZM (Performance Zone Mix), which allowed either commercial or high density residential. All of the PZM district was converted to commercial with the update. Peterson noted concerns with traffic, but recognized that a development would eventually occur. She asked if it would be a problem if vehicles cut through the private street. Grittman stated that it would be an owner issue. Decision 1: Resolution of Recommendation for Comprehensive Plan amendment reclassifying the subject property from "Places to Shop" to "Places to Live", and Rezoning to R-4, Medium -High Density Residential. SAM MURDOFF MOVED TO DENY RESOLUTION 2018-027 RECOMMENDING A COMPREHENSIVE PLAN AMENDMENT RECLASSIFYING THE SUBJECT PROPERTY FROM "PLACES TO SHOP" TO "PLACES TO LIVE", AND REZONING TO R-41 MEDIUM-HIGH DENSITY RESIDENTIAL, BASED ON FINDINGS OF NON -CONGRUENCE WITH THE CITY'S COMPREHENSIVE PLAN. MARC SIMPSON SECONDED THE MOTION. MOTION CARRIED, 4-1 WITH BRAD FYLE IN OPPOSITION. 3. Regular Agenda A. Consideration of the Communitv Development Directors Report Angela Schumann provided the Community Development Directors Report. Schumann provided an update on a request the City received regarding the sign ordinance for dynamic displays in residential districts. Schumann stated that staff would put together information where civic and institutional uses are located in the city and what zoning districts they are located in. Then, the Planning Commission could decide if they would like to call for a Public Hearing to amend the Monticello Zoning Ordinance. Marc Simpson asked when the new liquor sign would be placed. Schumann estimated this fall. Charlotte Gabler asked when the street banners would be installed. Schumann explained the banner project and estimated a fall timeline. Simpson asked when Chelsea Road be opened. Schumann noted November. 4. Added Items N/A. 5. Adi ournment SAM MURDOFF MOVED TO ADJOURN THE MEETING AT 7:52 P.M. KATIE PETERSON SECONDED THE MOTION. MOTION CARRIED, 5-0. Planning Commission Minutes — October 2, 2018 Page 5 16 Recorder: Jacob Thunander Approved: November 5, 2018 Attest: Angela Sch a ommunity Development Director Planning Commission Minutes — October 2, 2018 Page 6 16 CITY OF Monticello : 4/2018 J y PID Owner Size (Acres) 2018 Taxes Zoning _. ..............................Oce110 LLC.................................................................................................11.8.5..........................................$6 447 B-3 2.........155.-.125-,000070 .............................. Ocello, LLC.................................................................................................12.96..........................................$7.,050........................................ B.-3................. 3.........155-500-,142210 .............................. City..of.Monticello...........................................................................4.1.1..............................................$0......................................................B.-3................. 4,........155-.151-003010 ..............................Biadley.&.Shaion. Larson.....................................................1.78..............................................$2.,.734........................................ B-4 .............. 5.........1.55.-.157-00.1010 ..............................Ohana.. Properties. Family... LP...........................................1.55.............................................$5.,.894........................................ B.-4................ 6..........155. -.1.7.1-.0.0.1.02.1 .............................. .41.34..D.eegan..Avenue..NE..LL.C...................................... L.16 ............................................. $.4,892 ......................................... .-................. .7..,.........155.-.1.74-.0.0.1.0.10 .............................. (Ohana..Prop.erties..Family.LP...........................................0..90.............................................$.3,.9.62........................................B.-4................ 8..........155.7.15.1 -.0.0.4.0.10 ............................... Ohana..Prop.erties..Family...LP........................................... 037 ............................................. $.2.,230 ........................................ B.-4................ 9..........1.55.-.193-00.1.020 ............................... Highland..Rank.................................................................................... 7..02 ............................................. $.7,2.34 ........................................ 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City ..of.Moxaticello............................................................................ 1..29 ............................................. $0. ..................................................... B.-4................ _14......155.-.1.76-.0.0.1.020 ............................... City..of.Moxaticello........................................................................... 2..70 ............................................. $.0. ..................................................... B.-4................ 15......155.-.1.64-.0.0.0.020 ............................... City. ..of..Monticello........................................................................... 2..83 ............................................. $.0. ..................................................... B.-4................ .16.....1.55.-221.-.000010 ..............................Quad.Dev..elopment.LLC......................................................3,.8...0...............................................$6.,.474........................................ B-4...............- _17........155..227-.0.0.0.0.10 ..............................Ocello..LLC ..................................................................................4.1J..............................................$.2.6.,.060....................................B-4................ _18......155.-.5.00-.1.42.4.00 .............................. John..& Mary1u.ndsten............................................................3&8.7.........................................$.1,.72.1........................................B.-3................ .19.....1.55.-.5.00-142.3.03 ...............................Cid..of..Montic.e1.1.o. ........................................................................... 3.,07 ............................................. $.0...................................................... B.73 ................ 20......155.7.5.007.1.42.3.00 ............................... City..of.Moxaticello............................................................................ 120 ............................................. $0. ..................................................... B.-3................ 2.1......155.-.5..00-1.42.1.04 ............................... Premier.BankMinnesota.....................................................18.31..........................................$29.,960....................................B-4...............- .... 22.155-079-001010 .... ........... .. , .............................................................................................. IyotiRPatel 0.79 .............................................$1,947........................................8.,3................ 23 ..1.5.5 .0.18.00.1.020 ........................... City.of.Moxaticello................................................................ 5..1.1 .............................................. $.0. ..................................................... 8-2................ 24,....1.5.5.-06.8..-.00.1.01................................. iv...erwood. Bank ................................................................................19.35 .......................................... $25,120..................................... .-3................ 25.....1.55 ..029...002.050 ............................... Kenneth..Mau,s....................................................................................... 5.40 ............................................. $.4,.0.7..0 ........................................ IBC ............... 26......155.-.050-.0.0.0.020 .............................. Bluffs... in..Monticello.. LLC.......................................................3...13 ............................................. $.1,0.13 ........................................ IBC ............... 27.....1.55.-029-.002.130 .............................. Maass.. Automotive.. Group.. LLC....................................4...18..............................................$3.,641..........................................I..B...G............... 28.....1.55.-029-.002.12................................ aass.. Automotive..Group.. LLC...................................2..03.............................................$2.,376........................................IBC............... 29.....155...029...0.02.1.10 .............................. Maass.. Automotive..Group. LLC...................................2,11.............................................$.1.,.8.38.................. ...................... IBC............... 30......1.55.-.029-.0.02.1.00 .............................. Maass.. Automotive..Group.. LLC...................................2.,20.............................................$1.,.9...16........................................IBC ............... 3.1.....1.55.-029-.002090 .............................. Maass Automotive LLC...................................2,28..............................................$.1.,.986.........................................I..B...G..............- 32 ...1.55 212..001010..............................Ryan.Companies US..INC....................................................1.54.............................................$.12,232....................................B-4................ 33.....1.55.-241.-.002010 .............................. Mills. Fleet,.Farm................................................................................2.39.............................................$7.,.742........................................ $.-4...............- 34.....155-241-001020 ..............................Mills Fleet Farm................................................................................2.74..............................................$..6.,302........................................B.-4................ 35 ...1.55 241...000010.............................Mi11s.Fleet Farm...........................................................................2.33.............................................$3,278........................................B-4............. 36.....1.55.-011-.0..0..0.111 ............................... Monticello.. Industrial. Park. Inc....................................40.83..........................................$36,148....................................IBC../. B-2 37.....155..0.37..00.1.0.10 ..............................Kean of Monticello.Inc..................................................192..............................................$4,532........................................B-2............. 38......15572.05-..0.0.1.030 .............................. Ryan. Companies. JS,.INC....................................................1.87.............................................$.18,650.....................................B.-4................ 39......155.2.14-.0.0.1.020 .............................. PRC..Acquisitions. VI..LLC.................................................. 3.39.............................................$5.,250........................................ B.-4................ 40.....155.-117-.002010 .............................. MMC..Land,. Company. LLC.............................................. 5.04.............................................$8.>.906........................................ B.-4................ 41 1.55 117-.001030 Kwik Trip Inc..... ......... ... 2.24..... $4,674 B-4 .............. 42.....1.55.-086-000010 .............................. SPO. LLC.......................................................................................................0.95.............................................$995.............................................. B.-2................ HEADWATERS DEVLLOPMLNT— November 28, 2018 City of Monticello 505 Walnut Street Suite 1 Monticello, MN 55362 Re: Land Use Application for Comprehensive Plan Amendment and Zoning Ordinance Map Amendment/Rezoning PID# 155-117-002010 /Planning File: 2018-038 To the Distinguished Mayor and Council Members of the City of Monticello; Headwaters Development, in conjunction with the current owners, is seeking to rezone the subject property from B4 to R4 to accommodate a 125 -unit senior living community. This letter and supporting documentation are provided to the Council in response to feedback received during the public Planning Commission hearing on October 2, 2018 and for further consideration by the Council in advance of the public City Council meeting scheduled for December 10, 2018. There is significantly more information available now than was available in advance of the October 2 Planning Commission hearing. During our meeting with the Planning Commission, we heard three primary concerns regarding the proposed rezoning and use of this site: 1. Structure Height 2. Traffic Impact 3. Structure Set -back Requirements Feedback was provided by the Planning Commission members and one resident at the time of the hearing. It later came to our attention that one additional individual submitted public information the afternoon of our Planning Commission hearing, which we respond to in this letter. This letter confirms the following: 1. No height variance is required 2. Proposed use creates the least amount of additional traffic by a large margin 3. Building is situated within all set -back requirements 4. Feedback from neighbors was considered and will be addressed in the design 5. The proposed use is the best solution for a site that has been underdeveloped for more than 20 years Headwaters Development, LLC Page 2 BACKGROUND November 28, 2018 Before directly addressing each of these items, additional background will clarify events that led to the upcoming Council meeting and provide a more robust description of our proposed use. Headwaters Development has been working with the land owners since early 2018. At that time, Monticello was identified as a community that would benefit from our type of development. We anticipated that Monticello would welcome the addition of a senior living community that was owned by an ownership group which is a long-term investor and operated by Ebenezer Management, the most respected senior living management company in the state of Minnesota (est. 1917) (see EXHIBIT A for additional information on Ebenezer Management). In anticipation of our Planning Commission hearing on October 2, Headwaters Development coordinated a neighborhood meeting held on September 26, 2018, where we invited all the neighbors within a 500' radius of the property (58 letters were mailed to surrounding neighbors — EXHIBIT B includes the letter sent on September 10, 2018). This was a forum where all neighbors were invited and encouraged to voice any concerns with the proposed project. Seven neighbors attended the meeting and voiced the following concerns: 1. Increased traffic at the corner of Hart Blvd. and Riverview Dr. 2. Water run-off and landscape screening on the East edge of the property All other comments at the meeting were in support of the project and the attendees were excited to have a new senior community as neighbors; seniors tend to be very good neighbors! We assured the two individuals at the meeting with concerns that Headwaters Development would do the following; 1) increase landscape screening on the East side of the property; 2) ensure site run-off was properly captured in catch basins and funneled to properly sized local water run-off areas; 3) perform a traffic study to identify the potential traffic impact and compare to current zoning estimates and explore all options available to minimize the impact of traffic at the identified corner and 4) work with the City to identify any potential improvements that may be available. At the public hearing on October 2, we were pleased to hear positive feedback from the public regarding the proposed project. There was only one resident, who did not attend the neighborhood meeting on September 26, but voiced his only concern related to increased traffic at the corner of Hart Blvd. and Riverview Dr. To our surprise, the Planning Commission began publicly discussing comments from a memorandum they received from Mr. Dan Mielke and his development team. At the time we were unaware of any comments from Mr. Mielke. He chose to not publicly disclose any comments at the Planning Commission hearing. We subsequently discovered that Mr. Mielke sent his concerns directly to the City late in the afternoon of October 2, which did Headwaters Development, LLC Page 3 November 28, 2018 not allow the City enough time to disclose the information to Headwaters Development or the Owner. The Planning Commission did have time to review his comments in advance of the hearing. Headwaters Development believes certain members of the Planning Commission may have based their decision on this memorandum. After the meeting concluded, we received a copy of the information provided to the Planning Commission by Mr. Mielke. Unfortunately, Mr. Mielke's information was not factually accurate and included some inflammatory language which was misleading and could have persuaded certain outcomes without proper facts being considered. PRIMARY CONCERNS Structure Height The subject property is located within the Mississippi Wild Scenic and Recreational River District (the "MWSRR"), which states, among other considerations, that all structures built within the district are restricted to a height of 25'. This height restriction can be a limiting factor to higher density communities as the structure typically needs to go vertical in order to accommodate the number of units, or the building would be spread so wide on the site that greenspace would be very limited. This limiting factor was referenced in the Planning Commission hearing and was considered that our proposed use would require a variance from the 25' restriction; this was not factually accurate. Upon further review with the City and confirmation sent on October 16, 2018 from the Minnesota Department of Natural Resources, the subject site is governed by a 35' restriction based on what was in place at the time the City adopted the MWSRR and therefore our proposed use WOULD NOT require a variance from the current MWSRR restrictions. Our proposed use will be within the 35' requirement. Furthermore, based on feedback received from the neighbors, we have put great effort into making the roofline aesthetically appealing and varying in height and shape to give the building the best look from the neighboring properties. The exterior product variation and roof lines will limit the impact of a three-story structure on the subject site and will fit nicely within the surrounding environment. Traffic Impact Headwaters Development heard concerns about the potential traffic impact to the intersection of Hart Blvd. and Riverview Dr. We inherently understand that the traffic impact of a senior community is far less than almost any other use (including all uses considered in a B4 zoning), we realize that further support of our assertion is helpful and necessary. Accordingly, we commissioned a third -party traffic study from SRF Consulting Group, a local firm specialized in studying traffic impacts related to proposed developments (see EXHIBIT C — Traffic Study). The traffic study confirmed that the potential impact to traffic in this area is far less than the current B4 zoning. The study, which was based on 125 units, indicates a 95% reduction in traffic from the highest use in B4. Daily trips are estimated at 298 (including 11 / 6 trips in and out in AM rush hour; 12 / 17 trips in and Headwaters Development, LLC Page 4 November 28, 2018 out in PM rush hour) compared to 6,300 estimated trips at highest use (including 135 / 90 trips in and out in AM rush hour; 278 / 267 trips in and out in PM rush hour). As indicated in the report, the proposed Senior Community would create drastically fewer visits per day than any other proposed use in the current B4 zoning. The reduced trips are a result of few drivers residing in the proposed building; moreover, the drivers that do reside there do not travel during peak hours. The majority of all vehicular activity is limited to employees at the facility. Furthermore, following the Planning Commission hearing on October 2, it came to our attention that as an owner of the subject site, we have access to the private drive that connects Hart Blvd. to Cty. Rd. 75 at the Southeast corner of the subject site (immediately in front of the Kwik Trip located at 9855 Hart Blvd.). This access is agreed to in a declaration titled Riverview Square Declaration of Covenants, Restrictions and Easements dated December 21st, 1999 (see EXHIBIT D). This declaration will allow us to direct traffic on our subject site in a way to encourage drivers to use the private driveway to access Cty. Rd. 75 instead of using the Hart Blvd. / Riverview Dr. intersection. Our proposal would have one "Entry Only" driveway at the Northwest corner of the subject site and one "Entry / Exit" driveway at the Southeast corner of the subject site, directly aligned with the private driveway (see EXHIBIT E for site traffic patterns). Headwaters Development believes that the minimal number of daily trips and the proposed traffic pattern on the subject property, should eliminate any material concern related to increased traffic in this area, especially when compared with the alternative uses in B4 zoning. Headwaters Development remains committed to working with the City to come up with additional, creative methods to improving the Hart Blvd. and Riverview Dr. intersection. Structure Set -back Requirements Prior to the Planning Commission hearing, Headwaters Development was under the impression that the set -back requirement for the subject site was 40' from the Northern property line and 100' from other property lines. This was inverse to the actual requirement. In the attached EXHIBIT F, a revised site plan confirms the building position within the required 100' set -back from the Northern property line and 40' from other property lines. This site plan was slightly modified to accommodate the proper set -back, although no material changes were made to the overall building and the proposed use. REZONING CONSIDERATIONS Headwaters Development understands that rezoning a given parcel of land within the City can be a challenging decision and the outcome of a rezoning application may impact residents in different ways. However, it's important to consider that the subject site has a lengthy history of rezoning. Indeed, the City and Owners have struggled to determine the right identity for this parcel of land. Headwaters Development, LLC Page S November 28, 2018 The current land owners have held this site for 20 years, they purchased 17 acres in 1998 and subsequently subdivided into various parcels. The subject site had been once zoned PMZ, which allowed for residential use. It was later changed to B4 zoning, in hopes that it would attract commercial business suitors. This was also beneficial to the City as the new zoning allowed for the site to be included in the special assessment charge to help fund the new interchange that was ultimately completed near the site. A few years ago, the land owners contemplated a sale to develop a large multi -family apartment complex, which ultimately failed due to perceived height restrictions, high- density and traffic complications. While the residential nature of this project appeared to be a great fit, it was not approved. This project is different. The proposed project, unlike the initial multi -family project, will not require variances and will have far less impact to the area and surrounding neighbors. Moreover, it will fit within the scope of the MWSRR and preserve far more greenspace that other proposed projects. Headwaters Development believes they have the best solution for this piece of land and all stakeholders will benefit: 1. The City — a. Utilization of vacant land b. Major increase to tax base c. More residents can stay within Monticello as they age d. Additional jobs created in the City (long-term stability) e. No variances required, works within already existing ordinances 2. The Neighbors — a. Friendly new neighbors that have very low impact to the area b. Best proposed traffic use of all viable alternatives c. Creative use of land maximizes greenspace, minimizes impact of building 3. The Land Owners — a. Two decades trying to find a solution comes to an end b. Monetize the value of the land they have held and paid taxes on for years For two decades, the land owners have tried to either develop the site or sell to a developer that would build a functional building or business. This effort has been unsuccessful, and many times the owners have run into roadblocks that prevented them from doing anything with the site. Based on all the considerations discussed in this letter and the proposed use of the site, Headwaters Development believes the owners finally have the best use for this site and have found the right identity for the land that had been missing for so long. SENIOR HOUSING DEMAND Headwaters Development has gone to great lengths to understand the Monticello market and potential demand for Senior Housing. As was pointed out in our Planning Commission hearing, the City of Monticello currently has unmet demand for additional senior housing Headwaters Development, LLC Page 6 November 28, 2018 units. This is also identified in the City's Comprehensive Plan as a long-term need for the residents of Monticello. Our goal is to build enough units to make sure every resident wishing to stay in their home city of Monticello has that opportunity. We wish to see that these residents have a place they can call home and get the precious care they need later in their lives. Our full-service community will provide that service to these residents. Benefits of our proposed new community: 1. We will offer Independent Living, Assisted Living, and Memory care, all in one building. It is our strong belief that seniors should be able to "age in place" and our community allows them to do that. In other words, we bring the care to them, with no need to move as they age. Unlike other communities that mandate their residents move to a different wing of the community or an entirely separate building as their need for care increases. This disruption forces residents to move from friends and neighbors as they age and is incredibly disruptive and unnecessarily stressful. 2. Ebenezer Management will run the day to day operations of the facility. Not only are they considered the best operator in the state of Minnesota, they also have a distinct advantage from their partnership with Fairview Health Systems and access to some of the world's best staff and clinical systems. 3. Our community will dedicate units to those in need. We will be licensed and ready to work with residents that have lower assets and income than market -rate residents. These residents will be a part of the State of Minnesota's Medicaid Waiver program and will be accepted into our community. We understand there is another concept plan in the City for 136 additional senior living units. While that concept is nice to be aware of, it is far from being built and operational. When we consider supply and demand, we do not consider unapproved developments which may never be approved or funded or built. Given where this project and other potential developments are in the development process, Headwaters Development believes it is prudent for the City to move forward with our plan as proposed. CONCLUSION The benefits of our proposed project are many. First, the City will not have to consider or accept any variance from its ordinances. Second, the project fits within the City's desired scope. Third, the City will not have to make any unusual exceptions for Headwaters Development or be concerned about setting a negative precedent. Fourth, the residents of Monticello will enjoy the ability to age in the community they love. It is clear the City has been uncertain about how they wanted this site to be developed (residential, commercial, or both) and the history supports this conclusion. Given the uncertainty and the willingness historically to zone either way, the proposed project is the perfect solution to this site. It is ideal for the City, its residents and the current land owners -- it is truly a win -win-win solution. Headwaters Development, LLC Page 7 November 28, 2018 We understand the Planning Commission had a duty to recommend based on the existing ordinances in place and the information they had available at the time of consideration. However, that information was incomplete and inaccurate. Accordingly, it is ultimately the Council's duty to decide based on accurate and complete facts. Headwaters Development respectfully requests that the Council take the facts presented here into consideration and rezone and approve this project. We believe this is best for the City's residents (including the current land owners). We are excited about the opportunity to become a part of the Monticello community -- we look forward to calling this home. Thank you for all your time and effort as you consider this proposed rezoning and potential senior housing project. Sincerely, ichacl J. H berg Managing Member Headwaters Development, LLC MHoa2beriz a,headwatersdevelobment.biz Headwaters Development, LLC Page 8 EXHIBIT A Ebenezer Management Company Overview November 28, 2018 EBENEZER Choices for vibrnnrt senior living The following pages are a summary of Ebenezer and its qualifications. Todd Willett, CFO E, BENEZER Choices for vibrant senior living A Brief History of EBENEZER SOCIETY Norwegian Lutheran immigrants to America established Ebenezer in 1917. Pastors were troubled when the number of aged poor grew in the congregations. There was o place but "going over the hill to the poor house." "Many of these places were a disgrace to a civilized community, a dread to old people," wrote N.N. Ronning, editor of the 25th anniversary edition of the Ebenezer magazine (May 1942). Ebenezer began with members of six Lutheran Church Bodies, all Norwegian, on its board of directors. The church bodies are listed as United Norwegian Church, Norwegian Synod, Lutheran Free Church, Hauge Synod, Eielsen Synod and Society of Brethren. The congregations who are historically affiliated with us come from these roots. In the first 25 years, the management of the Home rested on the Executive Committee of the Board. Most of the responsibility rested on the President of the board. He would visit the home nearly every day. Mile - Posts Along the Road - First 25 Years 1916 - Minneapolis was selected for the Home. Sister Caroline Unhjem was called as the first Matron 1917 - The first Ebenezer Home opened on May 7 to ten old people housed at 3017 Portland Ave., a rental property. The Auxiliary, through Congregations, raised $8,322 to begin this work. 1919 - Main building of what is now Ebenezer Hall was erected. It would house about 40 old people and workers. This is what is the center section of Ebenezer Hall. On December 15th, 15 residents moved into the new home. Several new residents were also admitted. 1920 - New building at 2545 Portland Ave. was dedicated. 1921- Arrangement was made with Fairview Hospital and Deaconess Home and Hospital to care for residents who needed hospitalization. Our partnership with Fairview really began 79 years ago. 1923 - Home continued to admit only destitute people. Talk began about putting up a new building with a chapel. (North Wing) 1924 - Chapel was built and dedicated. Cost was not more than $45,000. 1926 - A new wing was discussed. There were no 110 residents. A waiting list of 60 forced the issue of paying down debt to move ahead on building. Also a publication called Ebenezer was begun. 1928 - A second wing (south wing) with Hospital was erected. Cost: no more than $60,000. Need was to care for more six people. Residents numbered 98. 1929 - It is reported that the medical services to residents were rendered freely and cheerfully by doctors of the Sivertsen Clinic and then by Dr. C.M. Roan's Medical Staff. The new wing had housing capacity of 52 residents. There were 136 Norwegian residents living at the Ebenezer Home. Only four were born in the USA while 132 were born in Norway. English was the second language. Institute of Health funded it. This grant enabled Ebenezer to provide services to seniors in their homes. Because of abuses of power exercised by attorneys and other who took advantage of elderly seniors in those days, Ebenezer used this grant to write that became the Conservatorship Law in the State of Minnesota. Pastor Al Brakke, who was both an Ordained Lutheran Pastor and Social Worker, directed the project that wrote what is Minnesota State Law today. 1974 - Adult Day Care was established, the first program of its kind in Minneapolis. 1979 - Ebenezer Ridges Care Center in Burnsville, MN was founded. 1977 - Ebenezer built the first senior co-operative housing in Minnesota at 7500 York, Edina 1978 - Ebenezer Park Apartments opened as the first apartment project in Minnesota designed to accommodate wheelchair-bound and hearing impaired residents. 1982 - Ebenezer Foundation was established. Over 10 million dollars has been raised since. 1994 -Luther Hall built a new addition replacing Field Hall. 1996 - Ebenezer formalized a relationship with Fairview Corporation to provide a system wide continuum, of care. Ebenezer brings expertise and services working with the needs o folder adults to a hospital system focused on critical care. Though incomplete, this snapshot gives a glimpse of Ebenezer's proud history. Ebenezer Society has grown from a "Poor House with Christian Compassion" to a complex system of senior housing, nursing services, transitional care, adult day centers, and senior management resources to serve people in the 21St Century. Ebenezer Hall, the Grand Old Lady of Ebenezer Society, still stands strong as a place where the mission of Ebenezer continues after more than 80 years. In 1998 a 1.2 Million Dollar renovation project was completed to make a new entrance and canopy plus redecorate the entire 144 resident rooms. Work continues to maintain the building and make it even better an before. Ebenezer Hall, rooted in its history, offers a spiritually based holistic approach to care including opportunity for massage therapy, healing touch, intergenerational programming, horticulture therapy among other services and resources that treat the human spirit as well as the body, Spiritual care at Ebenezer, rooted in the Lutheran Christian tradition and respectful of diversity in faith and culture, seeks to help foster meaning and bring significance to those living at the end of the human life span. Ebenezer Society leaders had a history of seeing human needs and meeting them. Values of compassion, caring, respect, dignity, services and careful stewardship of resources rooted in the Christian faith of past Ebenezer leaders and workers are values that continue to be important in the Ebenezer organization of today. Today we call these values Compassion, Integrity, Service and Dignity. They are rooted in Christian Caring, loving that motive the first Ebenezer founders. Ebenezer Executive Team 2017 Mark Thomas Chief Executive Officer Mark also serves as the President for Fairview Health Services Senior Services Division, where he has oversight of Fairview's Homecare and Hospice, Fairview Partners and Senior Services. Mark holds a Bachelor of Science degree in Business Administration and a Masters of Business Administration from Minnesota State University — Mankato. His post graduate studies in long-term care administration are from the Carlson School of Management at the University of Minnesota. Mark has served as the Chair of Aging Services of Minnesota as well as serving over 10 years on ASOM's executive committee. In the past Mark has chaired ASOM's Government Affairs Steering Committee, and served as a member of the Imperative Steering Committee setting legislative policy direction for both ASOM and Care Providers of Minnesota. Mark has also served as a delegate for LeadingAge and as a board director for the National Chronic Care Consortium. He currently serves as the Chairman of the Board for Fairview Homecare and Hospice, and board member for Healthsense Care Alliance. Mark has over 30 years' experience in the health care field focused on services to older adults. Jonathan Lundberg Chief Operating Officer Jon has more than 28 years of out -state and metro facilities experience as a Long Term Care Administrator for properties ranging in size from 50 to 500 beds. He has a wide breadth of experience in both for-profit and not-for-profit facilities and organizations. In addition to being an accomplished Administrator, Jon has extensive experience in the field of older adult services, including operations work for multiple types of senior housing, assisted living, transitional care and other senior programming. Jon has served as the Board chair of Care Providers of Minnesota, the state representative to the American Health Care Association Council of States, and has served as a member of the Long Term Care Imperative. He currently serves as the Chair of Leading Age MN's Board of Directors. Jon received a Bachelor of Arts in Speech Communications with a minor in Aging and graduated from the Long Term Care Program at the University of Minnesota. Todd Willett Chief Financial Officer Todd joined Ebenezer in October 2016 to lead all financial aspects of Ebenezer's parent corporation and affiliates, including internal and external audit reporting, budgeting and financial analysis, cash and investment management, revenue cycle management, audits, and risk management. He has over nine years of experience in the health care industry, both in public and private accounting. Prior to joining Ebenezer, Todd was CFO at Walker Methodist. His professional experience includes finance roles at Sholom and ChftonLarsonAllen. Todd graduated from Minnesota State University Moorhead, with a Bachelor of Arts degree in Accounting. Todd is a Certified Public Accountant licensed in Minnesota, a member of the Minnesota Society of Certified Public Accountants, currently serves on the Finance Committee for Leading Age of Minnesota and served previously on the Finance Committee at CareChoice. Susan C. Farr Vice President of New Business Development Susan has more than 28 years of experience in the senior housing industry. Her experience spans both metropolitan and rural communities, as well as two states, and includes a number of influential roles in senior housing development and management. Susan earned her degree in Retail Merchandising and Management/ Business Administration from University of Wisconsin -Stout and received training at Dale Carnegie Leader- ship Training for Managers. Susan was voted one of the Top Women in Business in 2014 by the Minneapolis/ St. Paul Business Journal. She serves as a board member both at Normandale Community College and the University of Wisconsin -Stout. Her role at Ebenezer includes seeking out new business and management services, as well as working with architects, contractors, financial companies and designers to develop great senior housing opportunities. With her team, Susan has helped design and develop 15 new properties within the past two years. Communities with which Susan has collaborated have won many awards, including Best Design at York Gardens in Edina, Minnesota. C+ EBENEZER Choices for vibrant senior living Ebenezer Executive Team 2017 Mary Sanders Vice President of Human Resources Mary has more than 20 years of experience in Human Resources. In her role she provides consultation and leadership in all areas of human resources for Ebenezer including employee relations, performance management, Affirmative Action, management training and development, and implementation of employment policies and practices. She holds a Bachelor's degree from the University of Minnesota, Duluth, national certification as a Senior Professional in Human Resources with SHRM, and has continued post -graduate education in leadership development and employment law. She is certified by the American Council on Exercise as a Personal Trainer and Group Fitness Instructor. As an advocate for personal and organizational health, Mary has a commitment to creating environments that promote effective working relationships. She assists in the accomplishment of the organizations goals through development and implementation of initiatives that support a strong and effective workforce. Mary Chapa Vice President of Strategic Development Mary's broad experience includes long-term care, community-based services, and home care and hospice, as well as sales and marketing for a private engineering and manufacturing company. She works with senior services business leaders to develop, coordinate and implement processes to support Fairview system strategies. She oversees emerging technology-based care strategies that support seniors who want to remain safely independent in their home. Mary provides direction and support for business project management in optimization of Health Information Management (HIM), positioning the organization for health information exchange (HIE) and implementing technology-based care strategies to improve patient experience, quality care and reduce the total cost of care. Mary is current board chair for Nucleus Clinic in Coon Rapids and an advisory board member for Performance Excellence Network. Mary holds degrees in Nursing, Chemical Dependency and Social Work as well as certificates in business, sales & marketing, engineering and technology from the University of St. Thomas. She is currently enrolled in the Business Architect Certificate Program at Metropolitan State University. Sue Olson Director of Compliance & Corporate Services Sue is responsible for coordinating, implementing and overseeing multiple levels of corporate services. This includes coordinating the organization's communication efforts, providing support to the board of directors, managing projects for the Foundation, facilitating the organization's strategic planning process and overseeing corporate office administrative services. Sue is trained in providing personality profiling utilizing the Insights profile tool and Myers -Briggs tool as well as trained in co -active coaching. She is also responsible for sponsoring the customer service initiative for the organization. Sue holds a degree in organizational communication from Metropolitan State University, St. Paul, MN, and has received certification in Fairview's Green Belt process improvement program. C+ EBENEZER Choices for vibrant senior living C+ EBENEZER Dignity. Integrity. Service. Com r r ' n. Innovation. Ebenezer Management Services is guided by these core principles in everything we do. For each project we undertake, we look for business partners who align with our mission/vision to help make the lives of seniors more independent, healthful, meaningful and secure. From our beginnings as a group of Lutheran churches in 1917, to the over 75 senior housing sites and 7,000 seniors we serve today, one thing has not changed. The name Ebenezer comes from the bible, and means "Stone of Help". Ebenezer has been a trusted source of senior housing and services for more than 95 years. Ebenezer VALUES Building on our heritage, we... • Respond to the physical, psychological, social and spiritual dimensions of the whole person. • Welcome persons of diverse cultures and faith traditions. • Practice responsible stewardship of human, property and financial resources. • Encourage continuing learning and innovation. • Strive for excellence. VISION Ebenezer is widely recognized for driving innovation and providing choices for vibrant senior living. CUSTOMER EXPERIENCE Ebenezer demonstrates service responsiveness to our customers through our mission and value -based culture. QUALITY PERFORMANCE Ebenezer provides excellent, safe and reliable care. EMPLOYEE ENGAGEMENT Ebenezer employees are highly engaged, committed and customer responsive. BREAKTHROUGH PRACTICES Ebenezer identifies and implements innovative programs and services that sustain our leadership status in older adult services. GROWTH AND DEVELOPMENT Ebenezer continually expands and enhances its portfolio of products and services consistent with the objectives outlined in our business plan. FINANCIAL HEALTH Through achievement of business plan objectives, Ebenezer exhibits the financial well-being needed to sustain our mission, and invest in our people, services and communities. Ebenezer has engaged staff, experts in their respective areas, ready and willing to make this exciting new project a success. RESULTS ORIENTED Ebenezer Management Services can take a building project all the way from concept and market research, to design and financial feasibility, to financing, marketing, and operations. We know the regulations in the industry, and no other organization has our connection to Fairview Health Services. Our 90 plus years of experience results in high occupancy rates, improved operating results, and the assurance of quality service to seniors. During this turbulent time in the economy, the strength of Ebenezer's financials and our solid reputation in the industry gets projects financed. Ebenezer has the knowledge and expertise to help you succeed. s OL C � WE I j fill � m n —13 Zi Ls p. if 2 v _j� 4 iE CL fY W W W W 8; 4� ICY GL Ira. In12 o rE 814 CL [ •_ i�LuQ. E . nn j �e v0. -I r4 aw ry ham° I > 0"� w TF q A N 1 J Y] q4ILmz z LAAO Headwaters Development, LLC Page 9 EXHIBIT B November 28, 2018 Neighborhood Meeting Letter Dated September 10, 2018 17550 Hemlock Avenue Lakeville, MN 55044 (952) 378-4386 mhoagberg@headwatersdevelopment.biz September 10, 2018 Dear Property Owner: HEADWATERS DEVELOPMENT Please be advised that a formal application has been submitted to the City of Monticello seeking approval of rezoning for the following described property: Lot 1, Block 2, River View Square, Wright County, Minnesota (PID# 155-117- 002010) — Senior Living Community Site located near the Southeast corner of Riverview Drive and Hart Boulevard. We are asking the City to approve this application which will ultimately allow the development of Lot 1, Block 2, River View Square into a 92 unit senior housing community providing Independent Living, Assisted Living, and Memory Care Services for our residents. A Neighborhood Information Meeting will be held to provide you an opportunity to become fully informed of our development intentions and to give you an opportunity to offer comments and suggestions. The Neighborhood Information Meeting will be held on September 26, 2018 at 5:30pm at the Monticello Community Center, Bridge Room, 505 Walnut St., Monticello, MN 55362. At this meeting we will make every effort to show you how the property is intended to be developed and to answer any questions. Should you have questions prior to the meeting, please feel free to contact me directly. Sincerely, Michael J. oag rg Headwaters Development, LLC Managing Member Headwaters Development, LLC Page 10 EXHIBIT C Traffic Study November 28, 2018 049 Trip Generation Review SKF No. 09892248 To: Michael Hoagberg Managing Director Headwaters Development From: Tom Sachi, Senior Engineer Matt Pacyna, Principal Date: October 17, 2018 Subject: Monticello Senior Living Trip Generation Review Introduction SRF has completed a trip generation review for the proposed development (PID 155-117-002010) in the southeast quadrant of the Riverview Drive (CSAH 39) and Hart Boulevard intersection in the City of Monticello. The purpose of this review is to compare the estimated trip generation of the proposed 125 -unit residential senior living development with other allowable uses of this site. Proposed Development The project site is currently a vacant parcel zoned B4 Commercial. The proposed development is requesting a change to R4 Residential zoning. Currently, there is no maximum floor -area -ratio (FAR) for B4 zoning in the City Code, however, other nearby B4 zones have approximately a maximum of a 0.3 FAR. The FAR is the ratio of total gross floor area to the total area of the site. The site under review is approximately 196,000 square feet. Based on the 0.3 FAR, there is the potential for a 59,000 sf retail development on the proposed site under current B4 Commercial zoning regulations. Trip Generation To understand the potential impacts of the proposed land use change, a trip generation estimate was developed to compare potential land use scenarios. The trip generation estimates were completed using the ITE Trip Generation Manual, Tenth Edition for both the proposed residential development and other allowable land uses of this site under current zoning code. The trip generation estimates are shown in Table 1 for comparison. ONE CARLSON PARKWAY, SUITE 150 1 MINNEAPOLIS, MN 55447 1 763.475.0010 1 WWW.SRFCONSULTING.COM Michael Hoagberg, Headwaters Development Monticello Senior Living Trip Generation Review Table 1: Proposed Development Trip Generation Estimate A.M. Land Use Type (ITE Code) Size Peak Hour Trips In Out Proposed Land Us I&I Congregate Care Facility (253) 47 units 2 1 Assisted Living (254) 78 beds 9 5 Total Site Trips 11 6 r Allowable Land U� Free Standing Discount Store (815) Shopping Center (820) Supermarket (850) Findings October 17, 2018 Page 2 59,000 sf P.M. 21 Peak Hour Trips Daily 3,134 59,000 sf Trips In I Out 117 4 4 95 8 13 203 12 17 298 59,000 sf 48 21 142 142 3,134 59,000 sf 34 21 108 117 2,227 59,000 sf 135 90 278 267 6,300 The results of the trip generation estimate indicate the proposed senior living development is expected to generate 17 a.m. peak hour, 29 p.m. peak hour, and approximately 298 daily trips. In comparison, other allowable land uses for the site could be expected to generate between 55 to 225 a.m. peak hour, 225 to 545 p.m. peak hour, and 2,227 to 6,300 daily trips. The proposed development is expected to generate between 38 to 208 fewer a.m. peak hour, 196 to 516 fewer p.m. peak hour, and 1,929 to 6,002 fewer daily trips. Thus, due to the minimal amount of new trips generated by the proposed senior living development, it is expected to have minimal impact to overall area intersection capacity. H.'\Pmjectr\ 12000\ 12248\TS\Report\ 12248 Final MonticedloTripGenAevieav_181017.doex Headwaters Development, LLC Page 11 EXHIBIT D November 28, 2018 Riverview Square Declaration of Covenants, Restrictions and Easements dated December 21St, 1999 RIVER VIEW SOUARE DECLARATION Ol• COVENAN'i a, RESTRICTIONS AND EASE14'IENTS Made By MMC Land Company, LLC,, a Minnesota limited liability companN, On December 21 ", 1999 � ltjr,%!,, p; y ! R30H39IAOMA A114AM Y T I I T.30 y" RIVER VIEW SOUARE DECLARATION OF COVENANTS. RESTRICTIONS AND EASEMENTS THIS DECLARATION ("Declaration") is made this ZP day of December, 1999, by MMC Land Company, LLC, a Minnesota limited liability company, ("Developer") WITNESSETH: WHEREAS, Developer is the fee owner of certain property located in Wright County, Minnesota, ("Property"), which is legally described in the attached Exhibit A, and WHEREAS, Developer has obtained final plat approval from the City of Monticello for the subdivision and development of the Property as River View Square ("Subdivision"), which is depicted in the attached Exhibit B, and WHEREAS, Developer desires to establish certain protective covenants, conditions, restrictions, reservations and easements to ensure proper use, enjoyment, development and improvement of the Property and Subdivision. NOW, THEREFORE, Developer hereby declares that the Property and the Subdivision shall be subject to the following covenants, conditions, restrictions, reservations and easements for the benefit of and as a burden upon the Property and Subdivision, which shall run with the land and with each and every portion thereof, and shall be binding upon and inure to the benefit of each and every successor in interest of the Property and the Subdivision. 1. Definition of Terms. a. "Lot' means any plot of land shown on the recorded Subdivision map of the Property, including any further division thereof, whether by re -platting or simple subdivision. Page 1 of 10 b. "Owner" means any party or parties, their respective heirs, representatives, successors and assigns, who hold legal or equitable title to any part or parcel of the Property, but does not mean the mortgagee of any portion of the Property unless and until such mortgagee has acquired title thereto pursuant to foreclosure of said mortgage and all applicable redemption periods have expired or terminated or pursuant to a deed in lieu of foreclosure. Where any portion of the Property is being sold under a contract for deed to a contract vendee who is entitled to possession of that portion of the Property, the contract vendee and not the contract vendor shall be deemed the owner of that portion of the Property upon recording of the contract for deed. c. "Developer" means MMC Land Company, LLC, and any successor developer specifically designated in writing by MMC Land Company, LLC, as such. d. "Property" is defined in Exhibit A. e. "Subdivision" is defined is Exhibit B. f. "Declaration" means this document in its executed and recorded form, and any validly executed and recorded amendments and addenda thereto. g. "Building" means any structure or facility constructed upon the Property, and any attachments or additions thereto. h. "Improvement" means a Building and ancillary or appurtenant land alterations such as outbuildings, fences, signs, parking areas, lawns, landscaping, dump stations and the like. i. "Public Street" means Hart Boulevard as shown on the recorded plat. j. "Private Street" means the roadway across Lot 2, Block 1 which shall connect Hart Boulevard with County State Aid Highway No. 75. k. "Street" means either or both the Public Street and the Private Street. 1. "Roadway Easement" means the tract of land being 40 feet in width upon which the Page 2 of 10 69 8125 rel 1 Private Street is located. m. "Proportionate Share" means a fraction, the numerator of which is the number of Lots owned by an Owner divided by the denominator of which is the total number of Lots then in the Subdivision. n. "Hazardous Materials" means any dangerous, toxic or hazardous pollutants, chemicals, wastes or substances as defined in the Federal Comprehensive Environmental Response Compensation and Liability Act of 1980 ("CERCLA"), or the Federal Resource Conservation and Recovery Act of 1976 ("RCRA"), or the Minnesota Environmental Response and Liability Act, Minn. Stat. Ch. 115A ("MERLA"), or any other federal, state or local environmental laws, statutes, regulations, requirements and ordinances, and also including formaldehyde, urea and asbestos. 2. Permitted Uses. a. All Lots in the Subdivision shall be used for commercial retail purposes. b. Commercial retail shall include the sale or rental of goods and services to the public. c. All Buildings shall be constructed and maintained in a state of good condition at all times, reasonable wear and tear excepted. 3. Prohibited Uses. a. No Lot in the Subdivision other than Lot 2, Block 1 may be used as a gas station, or as a convenience store or as a car/truck wash. b. No noxious or offensive uses shall be permitted on any Lot in the Subdivision. c. No unlawful activities shall be conducted on any Lot in the Subdivision. d. No Hazardous Materials shall be used, made, stored, treated, disposed or handled on any Lot in the Subdivision in violation of any applicable environmental rules and regulations. e. No Improvement shall encroach or overhang upon an adjoining Lot or Street. Page 3 of 10 6 9 8 1 2 5 4. Excess Fill. a. Should any Owner in the Subdivision have any excess dirt, gravel, fill or the like upon its Lot, then Developer shall have a right of first refusal to take and use same at no charge. 5. Private Street. a. Developer, or Developer's designee, shall construct a Private Street upon Lot 2, Block 1. b. The Private Street shall be constructed to approximately 30 feet in width and shall be located within the Roadway Easement which is a tract of land being 40 feet in width, adjacent to the Southeasterly boundary of said Lot 2, Block I and extending from the Southwesterly boundary line of Hart Boulevard to the Northeasterly boundary line of County State Aid Highway No. 75. c. The Private Street shall be a perpetual, non-exclusive roadway providing vehicular and pedestrian access to and from Hart Boulevard and County State Aid Highway No. 75 and shall be for the benefit of all Owners in the Subdivision, and their employees, agents, guests, invitees and licensees. d. The fee simple title to the land within the Roadway Easement shall remain vested with the Owner of Lot 2, Block 1, subject to the rights and privileges created herein. e. The location and dimensions of the Roadway Easement is depicted upon Exhibit B. f. The use, enjoyment, improvement and maintenance of the Private Street shall be governed by this Declaration. g. The Private Street and the Roadway Easement may not be used for parking, storing, building, or recreation. h. No party shall create, suffer or permit any hazard, contamination, obstruction, interference, impediment or encroachment to the Private Street or Roadway Easement. i. No party shall create, suffer or permit any overburdening of or to the Private Street or Page 4 of 10 Roadway Easement by causing unusual increases in traffic volume. j. Developer shall construct the Private Street using a crushed rock base and blacktop wear course, and, in addition, shall install concrete curb and gutter to match the existing such improvements along Hart Boulevard. All such work shall be performed in accordance with municipally approved plans and specifications at Developer's sole risk and cost. k. All Owners in the Subdivision, by virtue of merely acquiring title to a Lot, hereby agree to jointly maintain the Private Street, and to share equally the work and cost of any such maintenance. Such maintenance shall include repair or replacement of street signs and markers, crushed rock, blacktop, concrete curb and gutter due to normal wear and tear resulting from use, vandalism, weathering, erosion or other causes, as well as cleaning, sweeping, sealing, resurfacing, restriping and snow removal, as necessary. The Owner of Lot 2, Block 1 shall have the sole discretion to determine if any such maintenance becomes necessary, and to determine the manner of performance of such maintenance and the payment thereof. The Owner of Lot 2, Block 1 may from time to time bill the Owners of the other Lots in the Subdivision for their Proportionate Share of the cost of maintenance. If payment thereof is not paid within 10 days thereafter, the Owner of Lot 2, Block 1 may pursue collection thereof, together with costs of collection, including, but limited to reasonable attorney's fees and court costs. 1. All Owners in the Subdivision further agree to pay their Proportionate Share of any real estate taxes and any liability insurance premiums allocable to the Private Street and the Roadway Easement. m. All Owners in the Subdivision further agree that any damage caused to the Private Street resulting from the use thereof by an Owner's construction vehicles and heavy equipment shall be the sole responsibility of said Owner and the cost to repair or replace the Page 5of10 698125, (0� 11 " damaged roadway shall be the sole liability of such Owner. n. In the event that the Private Street should at some time in the future become a public street, then the provisions of this Declaration with respect to the Private Street shall cease to be enforceable and shall be terminated upon a valid public dedication of the roadway. 6. Miscellaneous Provisions. a. Enforcement. This Declaration may be enforced by the Developer or by any Owner of a Lot in the Subdivision, or their successors and assigns, for the maximum period allowed by law by an action for injunctive relief or for money damages or both. The failure to enforce any provision of this Declaration upon any violation, or alleged violation thereof, shall not constitute a waiver of the right to do so for any subsequent such violation. b. Duration. This Declaration shall be and remain effective for a period of thirty (30) years from the date of execution hereof and shall be automatically renewed and extended for successive ten-year periods unless otherwise terminated in the same manner as provided for amendments to the Declaration. c. Amendment. This Declaration may by amended by a 75% majority vote of the Owners of the Lots in the Subdivision. Any amendment must be recorded to be enforceable. d. Severabilitv. The invalidation by judgment, court order or otherwise, of any one of the covenants, conditions, restrictions, reservations or easements in this Declaration shall in no way affect any of the other provisions which shall remain in full force and effect. Page 6 of 10 698125 W- IN IN WITNESS WHEREOF, the undersigned Developer has executed this Declaration as of the day and year first above written. MMC LAND COMPANY, LLC By:a0W4 '14/ By: - Richard E. Williamson� V. Its: Chief Executive Manager Its: V. maul Manager STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this 2_i__ day of December, 1999, by Richard E. Williamson and John V. Ryan, Jr., the Chief Executive Manager and the Chief Financial Manager, respectively, of MMC Land Company, LLC, a Minnesota limited liability company, on behalf of the company. RETURN T0:, This Instrument Drafted Bv: Bryan Wm Huber, Attorney HUBER LAW OFFICE, P.A. 1107 Hazeltine Blvd., #496 Chaska, Minnesota 55318 Telephone: (612) 448-8815 Facsimile: (612) 368-9848 Notary Public or other Public Official Page 7 of 10 •• MICHAEL P. KOSHOSHEK NOTARY PUBLIC - MINRESOTA My comm. Expires Jan 31 2000 698125 40 ra CONSENT OF MORTGAGEE The undersigned, Highland Bank, a Minnesota Banking Corporation, Mortgagee in those certain Mortgages dated May 12`h, 1999 and recorded May 18`h, 1999 as Document No. 678445 and dated October 28`h, 1999 and recorded November 8`h, 1999 as Document No. 694669 in the Office of the County Recorder of Wright County, Minnesota and encumbering all or part of the land located within Wright County, Minnesota and legally described in the attached Exhibit A, does hereby consent to the making and filing of the foregoing Declaration, and all covenants, conditions, restrictions, reservations and easements set forth therein. IN WITNESS WHEREOF, the undersigned has executed this Consent as of the &L day of December, 1999. Highland Bank, a Minnesota Banking Corporation By: r Its: Senior Vice -President STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN } The foregoing instrument was acknowledged before me this _� 1 !- day of December, 1999, by, Todd K. Anderson, the Senior Vice -President of Highland Bank, a Minnesota Banking Corporation, on behalf of the corporation. 19 Nip AM C MWNESSOOT Notary Public or other Publ�al SHEERSURNE COE UNTY i .Muwary3120S.W Page 8 of 10 696125 V r"I'll EXHIBIT A LEGAL DESCRIPTION That part of the Northeast Quarter of the Northeast Quarter being part of Lot 15 of AUDITORS SUBDIVISION NO. ONE of Section 13, Township 121, Range 25, Wright County, Minnesota described as follows: Commencing at the northeast corner of said Northeast Quarter of the Northeast Quarter; thence on an assumed bearing of South 0 degrees 49 minutes 42 seconds East along the east line of said Northeast Quarter of the Northeast Quarter, a distance of 295.08 feet to the former centerline of County State Aid Road No. 39 as shown on HOGLUND ADDITION according to the recorded plat thereof being the point of beginning of the land to be described; thence North 85 degrees 31 minutes 32 seconds West along said centerline of County State Aid Road No. 39 as shown on said HOGLUND ADDITION, a distance of 370.73 feet to the northwesterly right of way line of County State Aid Highway No. 39 as shown on WRIGHT COUNTY RIGHT-OF-WAY PLAT NO. 6; thence southwesterly along said northwesterly right of way line being a nontangential curve concave to the southeast having a radius of 863.51 feet and a central angle of 41 degrees 39 minutes 46 seconds, a distance of 627.90 feet, the chord of said curve bears South 56 degrees 44 minutes 27 seconds West; thence South 35 degrees 54 minutes 35 seconds West tangent to said curve and along said northwesterly right of way line, a distance of 177.88 feet; thence South 75 degrees 42 minutes 51 seconds West along the northerly right of way line of said WRIGHT COUNTY RIGHT-OF-WAY PLAT NO. 6, a distance of 39.05 feet to the northwesterly right of way line of County State Aid Highway No. 75; thence South 54 degrees 05 minutes 25 seconds East along said northeasterly right of way line, a distance of 959.55 feet to the south line of the Northeast Quarter of said Northeast Quarter; thence North 88 degrees 45 minutes 34 seconds East along said south line, a distance of 262.94 feet to the southeast corner of said Northeast Quarter of the Northeast Quarter, thence North 0 degrees 49 minutes 42 seconds West along the east line of said Northeast Quarter of the Northeast Quarter, a distance of 1018.81 feet to the point of beginning. The foregoing legally described property has now been platted as River View Square and consists of Lots 1, 2 and 3, Block 1 and Lot 1, Block 2, as well as portions of County State Aid Highway No. 39 and Hart Boulevard as shown on Exhibit B attached hereto. Page 9of10 69 8 1 2 5 ?01"N 140+ EXHIBIT B PLAT OF RIVER VIEW SQUARE CO3. 39 \AN Page 10 of 10 698125 Headwaters Development, LLC Page 12 EXHIBIT E Proposed Site Traffic Patterns November 28, 2018 t ti ■lkMm■.r SITI SSOCIATE-c-3:28 NOVE 5 1 1 'WE ILI .�. 4 Headwaters Development, LLC Page 13 EXHIBIT F Updated Proposed Site Plan November 28, 2018 I f' Or e. 4, or � *j W. *�-_ #� 'x 4W 11V JdL Or G I g. m G-) 0 > cn > ci) C-) ;u > w 0 i Ali L(4 To: Monticello Mayor and City Council From: MMC Land Holdings, LLC Members Developers of Riverview Square John Ryan, phone: 612-558-1283, email address: JohnVRyan@Live.com Date: November 28, 2018 Subject: Headwaters Development request for rezoning River View Square lot -1, block 2 from B-4 to R-4 for the building of a Senior Assisted Living Facility for Ebenezer Management When Headwaters Development came to us with their plans for building a senior living facility for Ebenezer Management on this site, we all agreed that finally we have a perfect fit. It separates the B-4 business from the church and residential properties that abut our property. It will create minimal traffic and noise. Because of concerns we have with the outcome of the planning commission meeting on Tuesday, October 2, we respectfully request that you review the following: • In 1998 we purchased these 17 acres primarily because Hwy 75 was the access onto and off of Interstate 94. The huge daily car count in both the AM and PM, plus the weekend up north traffic, was the reason we made this purchase and built O'Ryans convenience store. When the new interchange was opened we lost significant gallons and sales. At that time you also changed the zoning to B-4 on our 5 acre parcel, which until this time had been zoned PZM. This was done so our undeveloped land would be included in the cities special assessment to help pay for the new interchange. This subject property has never benefited from the new interchange, but rather has been significantly hurt by the substantial reduction of traffic past or anywhere near the site. • Hwy 75 is now for all practical purposes a DEAD END street. • We have aggressively attempted to sell these 5 acres for 18 years and have not had one serious inquiry for use as a B-4 property in all that time. • Based on the history of the 17 acre parcel with 3 acres at the intersection of 75 and 39 and 2 more acres that are closer to 75 than our site, all of which are zoned B-4, and still undeveloped it could easily be concluded that our 5 acres zoned B-4 would not sell for another 18 years or more. • If the property is rezoned to R-4 and Headwaters is permitted to build its development the taxes generated would be substantial per year for decades to come. We currently pay $25,000. • The benefit just in dollars for the city, county and school district would be significant and start almost immediately. • City Staff evaluated Headwaters proposal, were very positive about the project and felt it was a good use for this site. • Trident and Mielke Development, a Senior Housing Developer, sent a memorandum to the city staff on Tuesday October 2, the same day as the planning commission meeting. • The information was provided so late in the day that Headwaters or our ownership group did not get the opportunity to review or respond. We had to request a copy of the memorandum from the staff the next day. • Upon reading the memorandum we believe that it was unfair that it was submitted so late without the knowledge or ability for Headwaters and our members to research and respond. We further feel it was unjust of the planning commission to base its decision solely, or even partly, on this memorandum. • The memorandum stated that this site is a prime B-4 property. In our opinion that is, at the very least, a self-serving statement and in our opinion no longer true. • The senior housing market and those requiring assisted living is growing, and this population is looking to down size. That market is going to continue to grow for a long time to come. Monticello is perfectly positioned to benefit from this growth because of its location, only an hour and a half from up north and forty-five minutes from downtown. Retired people tend to stay in the community and frequent the local businesses. In conclusion, we believe there will be plenty of seniors to fill the proposed senior development. We ask that you approve our proposed zoning change. Shawn Weinand 4065 Chelsea Road West Monticello, MN 55362 November 26, 2018 City of Monticello Monticello. MN 55362 Sorry I could not be here it)iiiglit. I would like to address the (Mayor and City Council regarding the senior living development project presented by Ileadwatcrs Development. I tun a local developer and businessman in the Cit} for the past 30 years. I do not have a dog in the fight other than I want to see what I think is best for the city. Ido lec1 that every good project that comes to the city needs to be considered as objectively as possible. This one,just feels right to me. Today I have in inventory over 100 acres of commercial land in Monticello in) sell'. I do both commercial and residential development in :Monticello and have for many years. It's very ditiicult today to develop roof tops that work in affordable price range. to be able to add population to our city. Even more so to be able to add affordable housing for senior tic ing or just additional senior housing. Monticello is eery much located in an area that will attract seniors. We not only have the Monticello hospitals but Buffalo and now the new Maple Grove North Memorial Groups all very much within a half hour drive. As well as much commerce that can benefit from and to the elderly. I remember back to the earIv 2000's the town of Ossco was concerned whether they could support two senior Complexes. Today as I drive through Osseo the town and commerce grew into a new downtown supported by hundreds of units of senior housing mired in with commercial uses. This is a good example of an area of growth that I think Monticello would belief it from. For those of you that were around when this piece of land was zoned or guided I ZM this is exactly what they had in mind. Because the designation PZM was dropped lets not be short sighted. This is a perfect use for this property. We need to build population which will help build and support our existing commerce as well as increase our tax base. bet's give the seniors who want to stay in the community an option and those looking for a place to move to an option. We have a lot to otter. Don't let this one get away. Thaouk you for ourconsideration. Shawn WeFnanfi T Y 7856 FA O Y 2019 Budget 2018 County Budget 2018 budget was set at $128,538,676 2018 levy was $62,680,533 a 7.73% increase Tax capacity growth absorbed 7.07% of levy increase New Justice Center District Court Administration County Attorney's Office Nine Court Rooms Probation Services Holding Cells for Courts Directly connected to Law Enforcement Center ��1 County Technology Wright County is strengthening management of technology projects This process identified shortfalls and areas that need to be addressed: 1.) Lack of technology staff to meet County needs 2.) Too many separate systems vs. a cohesive platform to exchange internal information. ERP (Enterprise Resource Planning) system County Ditch Management In Q4 of 2017 County Board hired a County Ditch Coordinator Begun the process of redeeming benefited rolls on 16 of the 43 county ditches Decades -old ditch records have been located and are being scanned and filed in the drainage database system 10 ditch repair projects have been started or completed in 2018 2019 Budget Forecast 2019 budget set at $147,090,953 2019 levy $73,524,014 which is a 17.30% preliminary levy increase Tax capacity growth estimated at 7.17% of levy increase The levy percentage increase is NOT the same as the property tax percentage increase Major Budget Impacts UK ■m■ A aaaJh6 n. OVRA=4m wus i■r 1 v+ ,4 M J3 I L 1 I i P1 ■ ■ ■ s �+ use Fund Prf3 ppr�-ed Prea ppr uvi-d 13 -ala nce wagpL/8-enerfia Debt 5-ervice f �f 2,747.,490 i,374.,45rD r r .�L a Wqx42 U03542", P54 F Wrall� Maui Staff NEW Debit Regw! tS S erLrk-e 1r046.,4-21 'Zr 10DrODD ■ ODraP/C lass & IMUM ME Domer 2, 50D.. 1 � 1 P What's driving the 2019 Budget? Funding capital improvement projects without using reserves Need to attract and retain employees within the County The prior inaction on County building needs Financial models show issues will compound if not dealt with now 2019 Budget Revenues Charges for Services 13% State Categorical Aid 15% State General Purpose A 4% Other 7:",' - Charges '•, Federal Grants 11% Property Taxes 2019 Budget Spending Highway Construction 14% Debt Service 7 /D Miscellaneous 3% Culture and Recreation 3% Public Health 3% Capital Outlay 4% General Government 2D°% Highway Operation Human Services 8% 17% Public Safety 21% Currently Working On Future of current Government Center in downtown Buffalo I A potential partnership with the FBI and Wright County in building a Law Enforcement Training Center A compensation and market study to address wages and job classifications — helping to attract and retain talented employees Future Challenges Increasing out -of -home placements of children/adults in Wright County due to drug abuse and mental health issues � Increasing needs for multi-level mental health facilities and care � within or near the county Future of the Monticello Nuclear Power Plant Early closure or loss of re -licensure in 2030 Property tax reduction Loss of jobs within the County Growth Population forecast increase of 26% in the next 20 years Per capita spending among 10th lowest, while county is 10th largest Challenging to be at the bottom for spending, and near top for growth Growth increases tax base, yet increases needs — careful balance Be forward -thinking vs reactive - establish long-term solutions Past Capacity vs. Tax Rate, 2012-19 County Tax Capacity 180,000,000 46.000% 160,000,000 45.000% 140,000,000 44.000% 43.000% 120,000,000 42.000% 100,000,000 41.000% 80,000,000 40.000% 60,000,000 39.000% 40,000,000 38.000% 20,000,000 37.000% - 36.000% 2012 2013 2014 2015 2016 2017 2018 2019 County Tax Rate 2012 2013 2014 2015 2016 2017 2018 2019 Taxes 101 Property Value & Classification x State classification rate = Individual Tax capacity All individual tax capacities added together = Total tax capacity Levy /Total Tax Capacity = Tax Rate Tax rate x Individual Tax Capacity = Taxes you pay Forecasted 5 -year outlook — Total Tax Capacity 220,000,000 210,000,000 200,000,000 190,000,000 180,000,000 170,000,000 160,000,000 150,000,000 140,000,000 TAX CAPACITY 2018 2019 2020 2021 2022 2023 �2% TC Increase i6% TC Increase • Growth range 2%-6% • Board selected 4% estimated increase in planning models • Other factors can impact the rate of increase Forecasted 5 -year outlook — Tax Rate County Tax Rate 60.000% • Growth range 2%-6% 55.0005'a 50.000% Board selected 4% 45.000% estimated increase in planning models 40.000% 35.000% • Forecasting minimal 30.000% changes in tax rate for 2018 2019 2020 2021 2022 2023 next 5 years �2%TC Increase �6%TC Increase Forecasted 5 -year outlook TAX CAPACITY County Tax Rate 220,000,000 60.000% 210,000,000 55.000R'o 200,000,000 50.000% 190,000,000 180,000,000 now 45.000% i 170,000,000 40.000% 160,000,000 00000 35.000% 150,000,000 30.000% 140,000,000 2018 2019 2020 2021 2022 2023 2018 2019 2020 2021 2022 2023 -2%TC Increase -6%TClncrease �2%TCIncrease �6%TCIncrease Wright County Stearns County Sherburne County How Do We Stack Up? 2018 Tax Rate 52.5 50.848.0 Proposed 2019 Tax Rate 44.0 51.1 Benton County 64.3 61.0 Levy EQ� Net Tax Capacity o Tax Rate What Does This Mean;) Proposed increase impacts a residential property with a taxable w w value of $290,000 by $120.74 •Commercial property with a taxable value of $327,300 would see an increase of $240.65 AOMMON Agriculture property with a taxable value of $340,300 would see an increase of $70.65 Questions Montfcello Council Connection December 10, 2018 CITY OF Montieffo DMV November 2018, the DMV year-to-date revenue is $644,331.91 an increase of $87,980.57 or 15.8% over the same period last year. Please see the following graphs for more detail. $80,000 $70,000 $60,000 $50,000 $40,000 $30,000 $20,000 $10,000 9,000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 $- 120,000 100,000 80,000 60,000 40,000 20,000 DMV Revenue Comparison $68,175 Nov 2011 Nov 2012 Nov 2013 Nov 2014 Nov 2015 Nov 2016 Nov 2017 Nov 2018 DMV Transaction Comparison 7 fi67 Nov 2011 Nov 2012 Nov 2013 Nov 2014 Nov 2015 Nov 2016 Nov 2017 Nov 2018 DMV Year -to -Date Revenue Comparison �b44,33L Nov 2011 Nov 2012 Nov 2013 Nov 2014 Nov 2015 Nov 2016 Nov 2017 Nov 2018 DMV Year -to -Date Transaction Comparison Nov 2011 Nov 2012 Nov 2013 Nov 2014 Nov 2015 Nov 2016 Nov 2017 Nov 2018 MCH Y OF ntfcdo COMMUNITY DEVELOPMENT DEPARTMENT - ECONOMIC DEVELOPMENT Below is a summary of recent meetings: • November 27, 2018 -West Metro Leadership Group Mtg., St. Paul, MN • November 28, 2018 -Regional Community Economic Dev Mtg, Becker, MN • December 3, 2018 - Rotary Club Mtg. • December 3, 2018 - Mtg. with Development Prospect Block 52 Redevelopment Update Progress continues to be made on the EDA's primary redevelopment objective, the completion of a mixed-use redevelopment project in Block 52 (east half of the block). Recall that the Small Area Study Joint Implementation Workshop of the City Council, EDA, Planning Commission and Parks Committee held in November 2017 prioritized a focus on Block 52 as being the highest ranking of 6 identified projects and a "high impact" objective. (The summary of the workshop is attached). After the EDA acquired two key properties in the east half of the Block in early 2018, the most recent activities involved efforts to reach out to prospective developers regarding Block 52 opportunities. Having completed the necessary step of relocating the tenants that were located at 103 Pine Street (Riverside Antiques/former church building), staff have focused on reaching out to the development community. A list of 70 +/- developers were mailed a marketing flyer which was followed up by an oversized post card mailing. At this point, there have been six solid initial responses involving discussions regarding the overall objective and vision for the block. Follow up discussions/meetings and tours have occurred with several of the six prospects. Additional discussions are planned/scheduled for the remainder of them in the next few weeks. Staff believe the next steps are to complete the follow-up discussions, and then ask each of the developers to come in for a "get to know you" type of interview with the EDA in an open meeting. City Council members would be encouraged to attend and participate in each of these meetings. Staff will try to schedule them at a consistent time and day of the week over the next several weeks. Please stay tuned for further information about the date(s) of the interview sessions. If there is a consensus among the EDA following the interviews, then negotiations can begin on property sale/transfer Council Connection -12/10/18 to the developer(s). A probable schedule would be that 2019 activities may involve further property acquisition/consolidation and relocation tasks. Actual project development work may not begin to occur until 2020. Of course, there may be other unforeseen events/challenges that could alter this educated guess timeline. The Fagade Improvement Program The Facade Improvement Program was ranked as the sixth implementation priority at the November 2017 Joint Workshop. After reviewing multiple drafts of program guidelines and identifying a funding source through the spring and summer, the EDA chose to start the Fagade Improvement Program focusing solely on Block 35 as a pilot program. They have committed to provide a total of $200,000 to the program in the form of grants and further committed to retain the services of an architect and pay for renderings of the proposed improvements. There has been a good response from the property owners with 7 of 10 in the block participating. First draft renderings are being reviewed by the EDA at a workshop on December 12, 2018. Following that, the architect will make the desired changes and then meetings will be set up with the property owners to review the proposed fagade improvements. The EDA will then review final project proposals with costs and the funding request at meetings in February and/or March 2019. Downtown Small Area Study Implementation Workshop November 16, 2017 _._._._._._._._._._._..._._._._._._._._._._._._ Participants City Council: Brian Stumpf, Bill Fair, Jim Davidson, Charlotte Gabler, Lloyd Hilgart EDA: Tracy Hinz, Steve Johnson, Jon Morphew, Bill Tapper Parks & Recreation: Nancy McCaffrey, Larry Nolan Planning Commission: Katie Peterson Guests: Clay Sawatzke, Michele Hertwig Staff: Jeff O'Neill, Angela Schumann, Jim Thares, Jacob Thunander, Tom Pawelk, Rachel Leonard, Jennifer Schreiber Workshop Purpose Set a foundation for realizing the downtown plan by encouraging the various commissions to cooperatively review the elements of the plan, prioritize the components, and strategize implementation. Prioritization Exercise Organized by Highest Ranked Projects: Redevelopment: Pursue signature redevelopment on Block 52 with market rate housing and a destination restaurant that overlooks the park. Public Realm Improvements: Redesign riverfront parks to include more active events and programming in West Bridge Park (amphitheater, water feature, concessions) and passive uses in East Bridge Park. Broadway Street Commercial Vitality: Broadway Street Environment: Develop small pocket parks on vacant properties along Broadway, offering outdoor seating, and pedestrian connections to parking. Curb extensions at Walnut and Broadway to provide space for landscaping, seating, and gathering. Identity Building: Build Downtown's brand and identity by identifying the downtown core as the Broadway Walnut area, and naming it. Pursue marketing initiatives to build the new brand. Business Support & Development: Establish fagade improvement programs that offer financial support for improving building appearance and district identity. Organized by Survey Category High -Impact: 1. Pursue signature redevelopment on Block 52 2. Redesign riverfront parks... 3. Establish fagade improvement programs... Low -Hanging Fruit: 1. Improve bridge underpass... 2. Develop small pocket parks... 3. Curb extensions at Walnut & Broadway Personal Interest: 1. Redesign riverfront parks... 2. Pursue Signature redevelopment on Block 52... 3. Reconnected Walnut Street to River Street... M71 pz �l Lei Project Implementation Exercise East & West Bridge Park Improvements Foundation: Location on the river, high visibility, varied topography, existing assets, capable parks staff, dedi- cated volunteers, popular community events. Challenges: Limited automobile & pedestrian access, perception of noise and actual noise, potential river island flooding, limitations of adjacent land uses, ma- ture trees can block views, hard to change what's al- ready popular. Mitigation: Acquire surrounding land to allow redevelop- ment and growth, connect Walnut Street to River Street, use signage and rebranding to encourage ex- ploring downtown and connecting with the parks, en- hance underutilized assets like the southeast stairs and bridge underpass. Leadership: Parks staff, Park & Recreation Commission, City Council, and EDA with redevelopment. Key Decisions: Park design, connection of Walnut St. to River St, reconstruction of River St, redevelopment of Block 52. Priority Tasks: Park design, remove understory plants for visibility to the river, programming & events, connect Walnut St. to River St. Block 52 Redevelopment Foundation: City owns a portion, another property for sale, high visibility, beautiful view, parks complement, EDA is engaged in acquisition. Challenges: Cost of acquiring property, getting the right developer, potential contamination, community confu- sion of public purpose, competition with completing Block 34, relocation costs. Mitigation: Continue acquiring land and empower eco- nomic development manager to meet with developers. Leadership: EDA for site control and incentives, staff for recruitment and negotiating, additional city staff from planning, public works, Wright County, etc. Key Decisions: Preliminary development agreement, zoning ordinance changes, incentives. Priority Tasks: Design for Walnut Street connection to River St., redesign West Bridge Park parking, acquire properties, reach out to developers to find the right partner, continue building relationships and communi- cating with property owners. Downtown Housing Development Foundation: Strong market, regional and local amenities, demographics, walkability, accessibility, site control, lender and council support, developers interested, jobs nearby. Challenges: Relocation development costs, water table, cost of quality construction, noise, traffic access, size of block divisions, developers have many options, zoning not currently aligned with plan, existing property & business owners. Mitigation: Gather better information on water table, shared equity solutions, create one TIF district, buying options. Leadership: EDA to lead land acquisition, TIF program, coordination with lenders & developers. Planning Com- mission to lead zoning review. City Council responsible for final approvals. Key Decisions: Determining one site or many, zoning approved that balances flexibility with predictability. Priority Task: Create package or feasibility for several sites so the city knows its limits and capacity, include aesthetic design expectations, get a more detailed un- derstanding of the downtown market, engage in out- reach to developers with marketing materials. Activating Broadway Street's Commercial Vitality Foundation: Proximity to parks and river, some business- es already making positive changes, changes will en- courage people to visit, opportunity to build relation- ships, high traffic area. Challenges: Not all buildings up to code, cost of rehabili- tation, lack of space for outdoor seating, lack of con- centration, need to agree on fagade style, traffic, busi- ness mix. Mitigation: Assess the state of properties, survey and encourage stakeholder participation, offer financial in- centives, help 1-2 businesses start to encourage others. Survey property owners to guide the focus. Leadership: Existing business group, Chamber, City Council, EDA, and city staff. Priority Tasks: Determine ownership of every parcel with contact information, reach out to property and busi- ness owners for their ideas, identify and build alliances, determine design standards. Other: Encourage EDA to build relationships. M04CH Y OF icello FIRE DEPARTMENT Fire Department Grant Update This December the fire department received two grants. The first was a $10,000 grant from the Department of Homeland Security Emergency Management Radiological Emergency Preparedness. This grant was used to buy one mobile and two portable radios. The second grant was for a total of $6,427.50 from the State Fire Marshal's office to be used for a turnout gear washer. This washer is specifically designed for this type of equipment and will ensure the department's gear is thoroughly cleaned. M04CH Y OF icello HI -WAY LIQUORS Sales through November 30, 2018 Attached is the data for total sales in each major category through the end of November 2018. Hi -Way Liquors Sales Report 11/30/2018 Total Sales Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Jan $ 249,670.43 $ 316,280.10 $ 300,631.85 $ 296,838.64 $ 302,114.52 $ 328,004.13 $ 355,029.76 $ 380,425.45 $ 364,675.32 $ 356,295.18 $ 403,520.92 Feb 255,440.36 284,988.38 285,584.50 315,239.00 307,385.41 337,923.99 333,487.18 347,777.77 362,746.98 364,836.39 390,050.52 Mar 295,257.14 318,050.39 324,062.21 335,032.60 388,195.21 408,071.17 377,391.62 388,003.16 401,256.91 417,005.50 473,811.33 Apr 281,365.81 346,738.34 369,112.88 389,543.24 347,321.09 388,395.50 389,250.82 421,280.89 428,729.44 448,141.63 467,192.12 May 377,177.10 384,337.08 399,489.67 409,309.12 433,829.01 436,195.21 498,095.67 523,401.05 482,917.95 503,867.81 549,206.70 Jun 350,727.93 381,782.23 377,458.15 409,726.07 461,423.68 440,255.04 426,392.73 474,203.81 470,585.33 521,559.76 561,287.34 Jul 409,870.50 430,838.23 466,122.69 466,738.15 447,452.18 485,459.76 479,174.06 542,973.27 527,519.46 563,935.31 571,270.49 Aug 409,575.96 383,523.07 386,245.30 408,734.83 445,158.94 503,181.84 484,955.71 470,505.22 462,669.36 497,201.21 544,029.21 Sep 317,846.07 346,900.80 346,557.62 373,719.64 390,399.33 379,381.19 397,495.82 439,444.29 448,218.93 501,126.67 481,663.70 Oct 351,268.98 360,742.04 375,367.40 365,702.14 372,676.23 396,328.87 409,967.74 460,096.82 454,442.30 461,549.38 467,600.32 Nov 332,605.88 341,875.49 360,661.96 376,855.40 421,960.12 424,038.37 465,299.53 474,241.74 444,533.08 495,519.24 527,900.06 Dec 436,379.03 454,982.63 485,617.01 505,482.70 527,865.36 518,379.58 549,200.76 569,707.38 605,509.16 629,143.57 - Total $ 4,067,185.19 $ 4,351,038.78 $ 4,476,911.24 $ 4,652,921.53 $ 4,845,781.08 $ 5,045,614.65 $ 5,165,741.40 $ 5,492,060.85 $ 5,453,804.22 $ 5,760,181.65 $ 5,437,532.71 Change $ 283,853.59 $ 125,872.46 $ 176,010.29 $ 192,859.55 $ 199,833.57 $ 120,126.75 $ 326,319.45 $ (38,256.63) $ 306,377.43 $ (322,648.94) Change % 7.0% 2.9% 3.9% 4.1% 4.1% 2.4% 6.3% -0.7% 5.6% -5.6% 4,173,969.46 1,263,563.25 $700,000 $600,000 $500,000 $400,000 r $300,000 _ I $200,000 $100,000 Jan Feb Mar Monthly Hi -Way Sales Apr May Jun JulAug Sep Oct Nov Dec ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2017 ■ 2018 CYM-LYM 13.3% 6.9% 13.6% 4.3% 9.0% 7.6% 1.3% 9.4% -3.9% 1.3% 6.5% Y -T -D 13.3% 10.0% 11.4% 9.3% 9.3% 8.9% 7.6% 7.8% 6.4% 5.9% 6.0% Hi -Way Liquors Sales Report 11/30/2018 Beer Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Jan $ 122,218.36 $ 157,849.78 $ 146,246.32 $ 143,906.08 $ 149,406.45 $ 160,903.32 $ 173,814.13 $ 191,370.26 $ 176,483.68 $ 174,846.99 $ 198,202.11 Feb 121,734.33 137,055.23 140,624.54 150,075.08 150,589.28 162,865.75 161,168.63 164,508.11 175,055.27 179,346.12 187,042.58 Mar 138,889.05 155,196.13 164,157.70 163,595.55 203,957.25 192,607.52 185,325.68 192,955.79 199,141.66 208,926.70 233,971.24 Apr 146,613.65 178,834.20 189,978.23 194,504.16 179,486.77 186,134.31 198,195.77 219,756.39 228,133.10 234,069.51 224,348.27 May 201,232.14 210,097.48 223,678.47 208,963.65 227,664.73 234,738.30 256,188.77 259,306.91 250,403.11 262,275.25 306,245.55 Jun 193,801.97 207,793.83 206,043.42 224,769.03 259,671.21 243,389.79 238,322.11 263,421.95 263,264.15 296,531.85 309,163.93 Jul 226,317.96 229,199.79 260,971.50 258,734.60 253,648.64 273,319.54 265,555.32 301,867.65 296,513.68 315,848.83 314,343.95 Aug 226,653.65 203,222.86 211,996.32 216,546.53 242,179.20 281,577.25 267,802.95 253,141.21 250,255.41 268,173.42 292,626.23 Sep 166,679.60 183,586.32 183,865.70 199,170.24 208,974.88 202,213.80 211,854.94 233,215.56 238,333.55 270,898.13 257,557.44 Oct 176,382.34 179,873.10 190,893.27 180,043.06 187,386.57 191,764.20 210,454.13 234,882.09 224,253.93 228,484.62 230,112.85 Nov 158,322.50 154,584.13 168,265.14 171,866.27 195,276.37 192,162.71 202,081.91 207,055.40 213,333.23 222,993.99 238,870.03 Dec 187,691.06 190,655.19 203,080.13 216,560.71 224,952.83 217,491.21 234,178.12 241,996.27 253,223.11 271,457.72 - Total $ 2,066,536.61 $ 2,187,948.04 $ 2,289,800.74 $ 2,328,734.96 $ 2,483,194.18 $ 2,539,167.70 $ 2,604,942.46 $ 2,763,477.59 $ 2,768,393.88 $ 2,933,853.13 $ 2,792,484.18 Change $ 121,411.43 $ 101,852.70 $ 38,934.22 $ 154,459.22 $ 55,973.52 $ 65,774.76 $ 158,535.13 $ 4,916.29 $ 165,459.25 $ (141,368.95) Change % 5.9% 4.7% 1.7% 6.6% 2.3% 2.6% 6.1% 0.2% 6.0% -4.8% Monthly Beer Sales $350,000 $300,000 $250,000 $200,000 $150,000 — $100,000 $50,000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2017 Dec M 2018 CYM-LYM 13.4% 4.3% 12.0% -4.2% 16.8% 4.3% -0.5% 9.1% -4.9% 0.7% Y -T -D 13.4% 8.8% 10.0% 5.8% 8.5% 7.6% 6.1% 6.5% 5.1% 4.7% Hi -Way Liquors Sales Report 11/30/2018 Liquor Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Jan $ 73,930.87 $ 92,370.42 $ 91,472.50 $ 91,279.01 $ 93,085.69 $ 103,977.89 $ 113,943.25 $ 118,577.85 $ 118,211.20 $ 114,509.99 $ 133,589.33 Feb 74,261.89 83,513.27 85,484.92 96,541.21 92,489.93 106,387.16 107,609.55 112,198.85 113,060.59 117,361.15 128,952.50 Mar 78,870.42 88,569.65 93,133.42 101,047.04 112,244.43 124,487.55 116,316.49 118,269.49 118,839.79 131,238.09 151,716.52 Apr 76,735.80 90,627.19 95,025.54 110,898.81 98,080.67 113,594.37 115,579.47 123,841.34 126,073.89 130,114.53 136,883.13 May 103,409.29 102,041.75 106,395.62 111,586.59 114,299.35 127,622.31 135,370.38 140,116.66 129,009.36 142,237.28 160,936.65 Jun 91,805.81 103,580.02 102,086.20 115,136.72 128,604.32 124,019.90 120,291.71 136,716.81 135,763.26 147,813.59 168,769.36 J u I 105,782.85 118,883.98 122,861.98 130,624.19 123,672.73 139,270.04 139,967.77 155,436.54 150,173.35 160,220.37 170,108.99 Aug 106,489.25 103,977.01 101,487.43 113,869.37 126,065.14 141,197.73 138,660.76 136,440.40 135,841.14 144,263.78 164,013.08 Sep 88,448.34 94,335.50 94,528.17 103,373.64 109,153.56 107,605.71 115,119.19 129,195.42 130,101.01 143,252.37 147,649.35 Oct 97,046.60 102,236.90 102,983.14 103,533.14 106,326.73 116,677.74 124,271.15 140,198.97 128,290.50 145,864.34 150,852.02 Nov 97,348.39 90,996.73 102,298.02 105,501.75 120,127.29 126,412.24 134,241.85 132,261.11 134,208.12 149,468.96 167,360.12 Dec 135,221.23 143,684.12 153,690.60 159,717.50 172,370.96 175,523.36 184,746.26 190,944.24 205,335.83 213,217.73 - Total $ 1,129,350.74 $ 1,214,816.54 $ 1,251,447.54 $ 1,343,108.97 $ 1,396,520.80 $ 1,506,776.00 $ 1,546,117.83 $ 1,634,197.68 $ 1,624,908.04 $ 1,739,562.18 $ 1,680,831.05 Change $ 85,465.80 $ 36,631.00 $ 91,661.43 $ 53,411.82 $ 110,255.21 $ 39,341.83 $ 88,079.85 $ (9,289.64) $ 114,654.14 $ (58,731.13) Change % 7.6% 3.0% 7.3% 4.0% 7.9% 2.6% 5.7% -0.6% 7.1% -3.4% $250,000 $200,000 $150,000 $100,000 $50,000 Jan Feb Mar Monthly Liquor Sales ■ 2008 ■ 2009 ■ 2010 :2012 . 2013 ■2014 ■ 2015 2017 �' • — �� ■ 2018 Apr May Jun Jul Aug Sep Oct Nov Dec CYM-LYM 16.7% 9.9% 15.6% 5.2% 13.1% 14.2% 6.2% 13.7% 3.1% 3.4% Y -T -D 16.7% 13.2% 14.1% 11.7% 12.1% 12.5% 11.4% 11.7% 10.7% 9.9% Hi -Way Liquors Sales Report 11/30/2018 Wine Month 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 Jan $ 30,700.42 $ 41,810.19 $ 43,324.18 $ 48,437.59 $ 50,238.83 $ 54,949.83 $ 59,391.16 $ 61,128.65 $ 60,454.56 $ 57,275.16 $ Feb 33,407.17 39,410.85 42,230.84 52,847.05 54,642.27 60,573.12 57,228.51 62,600.47 64,797.38 58,664.45 Mar 47,603.93 45,525.38 46,165.18 54,639.16 57,735.22 77,810.58 66,425.24 67,121.51 71,840.82 64,286.75 Apr 31,755.42 48,303.48 61,146.04 62,289.18 57,973.74 79,736.19 63,101.05 63,285.56 61,268.24 69,415.79 May 38,522.75 40,963.86 45,733.08 68,701.95 78,740.40 62,491.07 92,083.62 109,512.94 87,333.35 82,724.29 Jun 31,796.95 37,522.00 44,211.14 49,089.65 56,607.74 59,523.15 54,270.56 59,036.14 54,889.39 58,623.08 Jul 36,909.44 41,813.65 48,334.93 49,664.45 54,467.20 57,115.44 57,743.98 66,029.11 60,750.62 64,034.24 Aug 35,932.62 41,333.00 46,871.28 53,172.68 61,825.30 64,057.61 62,446.04 63,546.01 60,015.78 66,304.12 Sep 33,830.69 39,798.20 47,859.52 53,916.37 60,317.17 59,121.12 59,409.30 62,210.27 65,294.31 68,220.79 Oct 45,750.04 48,422.79 58,081.87 60,949.40 66,423.82 75,606.28 63,659.41 70,038.32 89,005.29 70,516.61 Nov 50,106.64 66,331.86 71,928.30 85,933.28 97,249.52 96,824.40 117,402.23 122,947.90 83,896.45 109,969.88 Dec 75,866.80 84,285.84 101,676.19 109,267.01 116,610.70 113,008.24 115,617.50 120,274.96 129,536.28 124,115.79 Total $ 492,182.87 $ 575,521.10 $ 657,562.55 $ 748,907.77 $ 812,831.91 $ 860,817.03 $ 868,778.60 $ 927,731.84 $ 889,082.47 $ 894,150.95 $ Change $ 83,338.23 $ 82,041.45 $ 91,345.22 $ 63,924.14 $ 47,985.12 $ 7,961.57 $ 58,953.24 $ (38,649.37) $ 5,068.48 $ Change % 16.9% 14.3% 13.9% 8.5% 5.9% 0.9% 6.8% -4.2% 0.6% $140,000 $120,000 $100,000 $80,000 $60,000 $40,000 $20,000 Jan Monthly Wine Sales t[441111410i all Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2018 60,047.20 62,027.36 74,221.20 93,299.96 61,684.97 61,777.09 64,494.29 67,701.51 59,923.84 70,894.54 107,567.02 783,638.98 (110,511.97) -12.4% ■ 2008 ■ 2009 ■ 2010 ■ 2011 ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2017 ■ 2018 CYM-LYM Y -T -D 4.8% 4.8% 5.7% 5.3% 15.5% 8.9% 34.4% 16.0% -25.4% 5.7% 5.4% 5.6% 0.7% 5.0% 2.1% 4.6% -12.2% 2.7% 0.5% 2.4% CA c 0 $6.5 $6.0 $5.5 $5.0 $4.5 $4.0 $3.5 $3.0 Liquor Store Sales - Rolling 12 Month Periods v C— Lm" z v c N z v c �' z v c` cn z v c� z v c` cn z v c N z v E E c N z v E E c N z v c` M z v v— o v v— o v v— o v v— o v v— o v v— o v v— o v v— o v v— o v v— o O < F < I-� < F < F < F < I-� < I-� < I-� < F < l0 O N W Ln 00 MCH Y OF ntfcdo Monticello Community Center Transactions and visits Year to date (11.30.18), the MCC processed 76,873 transactions, which is 5,780 fewer transactions from last year. The MCC year to date revenue is $1,782,155, which is an increase of $342,002 from 2017 due to receiving our tax settlement on 11/30/18. Year to date member visits are 122,285 compared to 122,470 last year. We finished out the month of November with 5,313 members compared to 5,600 in 2017. Programs and events Year to date from this past June we have had over 2,000 participants attend a workout class in the newly renovated upstairs suite in the Prairie Center building. Winter 2019 swimming lessons begin the week of January 7. Schedules will become available on December 10 for the December 12 registration start date. An American Red Cross Lifeguard Training Course was offered at the MCC in October. We were very pleased to hire seven new lifeguards from the class. Extended pool holiday hours are posted as we plan for a busy pool. An aquatic in-service training has been scheduled for all aquatic staff in early January to practice running the emergency action plan and rescue skills. Building improvements Air handler replacement project: The evaporator coils for several of the air handler units arrived on 11/30/18 and the rest of the coils should arrive the following week. The condensing roof top units are expected to ship from the manufacturer on 12/21/18. Pool piping and valve replacement: We replaced some worn piping and values for the main pool vessel. 31W,CSIK $2,000,000 $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 140000 120000 100000 80000 60000 40000 20000 0 6000 5000 4000 3000 2000 1000 0 MCC 11/30 YTD Revenue ■ 2016 ■ 2017 ■ 2018 MCC 11/30 YTD Activity YTD Transactions YTD Member Visits ■ 2016 ■ 2017 ■ 2018 MCC 11/30 Members ■ 2016 ■ 2017 ■ 2018 Council Connection — 12/10/18 M04CH Y OF icello PARKS DEPARTMENT The Parks Department's primary goal is to maintain the City's park and pathway facilities which include cemeteries, picnic shelters, playgrounds, sports fields, etc. Here are a few of the key items that have been happening within the Parks Department: • Chipping requests • Cemetery; selling and locating graves • Locating Riverside grave lot pins • Equipment/vehicle repairs • Park rental setups • Routine building maintenance • Chipping Requests • Snow plowing • Blow outs • Outdoor Rink prep • Warming House cleaning • Snow fence install Updates: Ice Rinks: Parks staff has been working to flood the rinks, but temperatures influence when the rinks open. Weather permitting, they are expected to open by December 15. From: Johnson, Scott D<scott.d.iohnson@xcelenergv.com> Sent: Tuesday, December 4, 2018 2:22 PM To: Jeff O'Neill <Jeff.Oneill@ci.monticello.mn.us>; Darek.Vetsch@co.wright.mn.us Subject: Carbon emision reductions announcement Just a FYI: this was a note to all employees and to some external stakeholders from our CEO. Today I met with a diverse group of stakeholders in Denver to announce our commitment to do even more — and sooner. I want us to be the first utility in the country to produce carbon -free electricity, by a target date of 2050. Meanwhile, we are going to speed up the transition by striving to achieve company -wide carbon -emission reductions of 80 percent by 2030. These goals are bold — the most ambitious in the industry — and I hope others follow our lead. Though it will be a challenge, we can hit the 2030 target using current technologies. Eliminating carbon by 2050 without impacting affordability or reliability will take advanced technologies that aren't commercially available or cost effective today. While we don't have all the answers as to how we will meet these goals, we are already on a sound track. We will be developing more specifics as we work through resource plans, legislative sessions and engagement with customers, communities and other stakeholders. That said, I envision the path will include these fundamentals: • Preserving our nuclear fleet at least through their current license periods (2030 for Monticello and 2033 to 2034 for Prairie Island) • Significantly increasing wind and solar energy • Further changes in our coal fleet, including how we operate the plants • Building new natural gas generation to help us transition off coal • Taking advantage of advances in energy storage • Providing a financial platform to make this path possible for our company and our customers More announcements will come out later this week, but wanted to let you know, especially about the Monti nuclear plant. Scott Johnson Xcel Energy I Responsible By Nature Manager, Community Relations and Economic Development 8701 Monticello Lane, Maple Grove, MN 55369 P: 763-493-1631 C: 612-750-8557 F: 612-573-9171 E: Scott. D.Johnson(a)Xcelenergv.com XCELENERGY.COM Please consider the environment before printing this email. \fGREAT RIVER REGIONAL A=av, IBRARY in Benton, Morrison, Sherburne, Stearns, Todd, &Wright Counties December 3, 2018 City Administrator Jeff O'Neill Monticello City Hall 505 Walnut Street, Suite 1 Monticello, MN 55362 Dear Jeff, We are pleased to inform you that Marla Scherber will be our new Library Services Coordinator (LSC) at the Monticello Public Library. Marla has been with GRRL for several years as the LSC at our St. Michael Library. Her first day as LSC in Monticello will be Monday, December 17, however she will be attending the Monticello Library Board meeting on December 11. On behalf of GRRL, thank you again for your continued support of library service in Monticello. As always, I welcome your input. Should you have any questions or concerns, please do not hesitate to contact me. Sincerely, r Brandi Canter Lead Patron Services Supervisor (320) 650-2530 — brandic@grrl.lib.mn.us 1300 W. St. Germain Street • St. Cloud, MN 56301 . 320-650-2500 • www.griver.org 'OT co'. �'RI R 5 04Fti Monticello Monthly Report 2018 Wright County Sheriff's Office Sheriff Joe Hagerty 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 QPpFE55I0NA�rS Printed on December 1 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 911 Abandoned Total: 6 11/03/18 07:19 911 Abandoned 2018087407 911 911ABANDON 11/06/18 11:40 911 Abandoned 2018088215 911 911ABANDON 11/10/18 10:24 911 Abandoned 2018089395 Medical - Sick WCSOP18035376 911 911ABANDON 11/13/1817:36 911 Abandoned 2018090321 911 911ABANDON 11/25/18 12:59 911 Abandoned 2018093748 911 911ABANDON 11/30/1811:34 911 Abandoned 2018095219 911 911ABANDON 911 Abandoned; Medical - Back Pain Total: 1 11/03/1817:26 11/05/18 10:59 911 Abandoned; 2018087962 Medical - Back Pain WCSOP18034796 911 911 HAN911 GUP 911ABANDON; MBACK 911 Hang-up Total: 28 11/01/1820:18 911 Hang-up 2018086979 911 HAN911 GUP 11/02/18 09:52 911 Hang-up 2018087113 911 HAN911 GUP 11/02/1815:11 911 Hang-up 2018087188 911 HAN911 GUP 11/02/1818:22 911 Hang-up 2018087260 911 HAN911 GUP 11/02/1818:24 911 Hang-up 2018087261 911 HAN911 GUP 11/03/18 07:14 911 Hang-up 2018087406 911 HAN911 GUP 11/03/1811:09 911 Hang-up 2018087454 911 HAN911 GUP 11/03/1817:26 911 Hang-up 2018087526 911 HAN911 GUP 11/09/1819:18 911 Hang-up 2018089245 911 HAN911 GUP 11/10/1819:23 911 Hang-up 2018089498 911 HAN911 GUP 11/11/1806:24 911 Hang-up 2018089605 911 HAN911 GUP 11/11/1811:45 911 Hang-up 2018089637 911 HAN911 GUP 11/11/1814:48 911 Hang-up 2018089671 911 HAN911 GUP 11/12/18 09:30 911 Hang-up 2018089883 911 HAN911 GUP 11/12/1817:01 911 Hang-up 2018089985 911 HAN911 GUP 11/18/1810:22 911 Hang-up 2018091667 911 HAN911 GUP 11/19/1817:19 911 Hang-up 2018092060 911 HAN911 GUP 11/19/18 20:27 911 Hang-up 2018092115 911 HAN911 GUP ZUERCHER Page 1 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/20/1818:21 911 Hang-up 2018092415 911 OPEN 11/02/18 12:12 911 Open Line 2018087146 911 HAN911 GUP 11/21/1815:55 911 Hang-up 2018092717 911OPEN 11/02/18 12:16 911 Open Line 2018087150 911 HAN911 GUP 11/21/1816:26 911 Hang-up 2018092733 911OPEN11 11/02/18 14:35 911 Open Line 2018087180 911 HAN911 GUP 11/21/1818:57 911 Hang-up 2018092783 911 OPEN 11/02/18 17:09 911 Open Line 2018087230 911 HAN911 GUP 11/23/1816:59 911 Hang-up 2018093270 911OPEN 11/03/18 06:56 911 Open Line 2018087405 911 HAN911 GUP 11/24/18 20:16 911 Hang-up 2018093593 911 911 HAN911 GUP 11/25/1813:35 911 Hang-up 2018093753 911 911 HAN911 GUP 11/25/1815:29 911 Hang-up 2018093774 911 HAN911 GUP 11/26/1817:34 911 Hang-up 2018094096 911 911 HAN911 GUP 11/30/18 09:47 911 Hang-up 2018095184 911 911 HAN911 GUP 911 Hang-up; Unwanted Person Total: 1 911 Open Line 11/23/18 09:27 911 Hang-up; 2018093186 911 Hang-up 911 WCSOP18036 54 HANGUP; 911 Open Line Total: 33 11/01/18 06:14 911 Open Line 2018086761 911 911 OPEN 11/02/18 12:12 911 Open Line 2018087146 911 911OPEN 11/02/18 12:16 911 Open Line 2018087150 911OPEN11 11/02/18 14:35 911 Open Line 2018087180 911 911 OPEN 11/02/18 17:09 911 Open Line 2018087230 911 911OPEN 11/03/18 06:56 911 Open Line 2018087405 911 OPEN11 11/03/18 11:00 911 Open Line 2018087449 911 911 OPEN 11/03/18 13:58 911 Open Line 2018087482 911 911OPEN 11/05/18 16:27 911 Open Line 2018088034 911OPEN11 11/06/18 11:09 911 Open Line 2018088206 911 911 OPEN 11/06/18 16:26 911 Open Line 2018088282 911 911OPEN 11/07/18 18:19 911 Open Line 2018088574 911OPEN11 11/09/18 13:15 911 Open Line 2018089118 911 911 OPEN 11/10/18 06:22 911 Open Line 2018089368 911 911 OPEN 11/10/18 18:44 911 Open Line 2018089490 g 911OPEN11 11/12/18 11:33 911 Open Line 2018089909 911 911 OPEN 11/15/18 17:52 911 Open Line 2018090925 911 911OPEN 11/15/18 22:01 911 Open Line 2018090977 911 OPEN11 11/17/18 09:30 911 Open Line 2018091378 911 911 OPEN ZU=RCHER Page 2 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes Reported 11/18/18 01:09 911 Open Line 2018091607 ggHow 911 OPEN11 11/18/18 18:19 911 Open Line 2018091781 911 911 OPEN 11/20/18 00:59 911 Open Line 2018092161 911 911 OPEN 11/20/18 05:56 911 Open Line 2018092210 g 911 OPEN11 11/22/18 00:01 911 Open Line 2018092879 11 911 OPEN 11/22/18 19:12 911 Open Line 2018093066 911 911OPEN 11/22/18 20:05 911 Open Line 2018093082 g 911 OPEN11 11/24/18 09:16 911 Open Line 2018093440 11 911 OPEN 11/24/18 15:47 911 Open Line 2018093519 911 911OPEN 11/25/18 15:32 911 Open Line 2018093776 911OPEN11 11/29/18 13:15 911 Open Line 2018094949 911 911 OPEN 11/30/18 08:01 911 Open Line 2018095155 911 911 OPEN 11/30/18 11:17 911 Open Line 2018095213 g 911OPEN11 11/30/18 18:06 911 Open Line 2018095326 911 911 OPEN Abandoned Vehicle Total: 1 11/20/18 14:19 Abandoned Vehicle 2018092330 Abandoned Vehicle WCSOP18036450 Phone ABANDVEH Abuse Total: 2 11/10/18 02:39 Abuse 2018089352 Abuse WCSOP18035346 Phone ABUSE 11/24/18 17:30 Abuse 2018093553 Abuse Child WCSOP18036905 Phone ABUSE Agency Assist Total: 8 11/01/18 06:32 Agency Assist 2018086763 Agency Assist h WCSOP18034 744ASSISTone 11/03/18 15:37 Agency Assist 2018087508 Agency Assist Ph Phone WCSOP18034AGgASSIST 11/08/18 11:09 Agency Assist 2018088744 Agency Assist Ph Phone WCSOP18035AG3ASSIST 11/10/18 15:51 Agency Assist 2018089458 Agency Assist WCSOP18035 AGgASSISTone 11/12/18 15:24 Agency Assist 2018089952 Agency Assist Ph Phone WCSOP18035AGgASSIST 11/16/18 21:21 Agency Assist 2018091292 Agency Assist Ph Phone WCSOP18036 AG2ASSIST 11/18/18 08:27 Agency Assist 2018091648 Agency Assist WCSOP18036 AG5ASSISTone 11/19/18 13:49 Agency Assist 2018092000 Agency Assist WCSOP18036 AGASSIPhone Alarm Total: 1 11/13/18 08:35 Alarm 2018090173 Alarm WCSOSRO18035654 Phone ALARM Animal Total: 6 11/01/18 07:09 Animal 2018086767 Phone ANIMAL ZU=RCHER Page 3 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/07/1818:06 Animal 2018088568 Animal WCSOP18035081 911 11/10/18 20:51 Animal - Barking Dog 2018089513 Animal - Barking Dog ANIMAL 11/13/18 07:41 Animal 2018090161 Phone 11/13/18 19:35 Animal Barking Dog 2018090366 Animal Barking Dog ANIMAL 11/15/1818:00 Animal 2018090928 Phone 11/18/18 16:54 Animal - Barking Dog 2018091756 Animal - Barking Dog ANIMAL 11/20/1816:58 Animal 2018092384 Animal WCSOP18036471 Phone 11/21/18 13:06 Animal - Barking Dog 2018092669 Animal - Barking Dog ANIMAL 11/28/1817:36 Animal 2018094728 Animal WCSOP18037374 Phone 11/22/18 02:56 Animal - Barking Dog 2018092928 Animal - Barking Dog ANIMAL Animal - Barking Dog Total: 6 11/10/18 08:44 Animal - Barking Dog 2018089378 Animal - Barking Dog WCSOP18035 72pBARK hone AN 11/10/18 20:51 Animal - Barking Dog 2018089513 Animal - Barking Dog WCSOP18035ANBARK hone CHKWELF 11/13/18 19:35 Animal Barking Dog 2018090366 Animal Barking Dog WCSOP18035ANBARK hone CHKWELF 11/18/18 16:54 Animal - Barking Dog 2018091756 Animal - Barking Dog WCSOP18036ANBARK hone CHKWELF 11/21/18 13:06 Animal - Barking Dog 2018092669 Animal - Barking Dog WCSOP18036 655 CHF 11/22/18 02:56 Animal - Barking Dog 2018092928 Animal - Barking Dog 5BARKPhone WCSOP18036ANBARK 11 CHKWELF Assault Total: 1 11/14/1813:57 Assault 2018090549 Assault WCSOSRO18035800 ASSAULT Burglary Total: 2 11/19/18 13:51 Burglary 2018092001 Residential Burglary WCSOP18036 BURG Phone 11/29/18 17:48 Burglary 2018095025 Residential Burglary WCSOP18037ING 911 Check Welfare Total: 16 11/02/18 19:16 Check Welfare 2018087275 Check Welfare WCSOP18034563 Phone CHKWELF 11/04/18 07:32 Check Welfare 2018087669 Check Welfare WCSOP18034694 911 CHKWELF 11/04/18 11:09 Check Welfare 2018087700 Check Welfare WCSOP18034706 Phone CHKWELF 11/05/18 00:00 Check Welfare 2018087869 Check Welfare WCSOP18034759 Phone CHKWELF 11/06/18 21:01 Check Welfare 2018088340 Suicidal - Attempt - Threat WCSOP18034 63Phone CHF 11/07/18 14:31 Check Welfare 2018088494 Check Welfare WCSOP18035034 Phone CHKWELF 11/08/18 11:13 Check Welfare 2018088746 Check Welfare WCSOP18035139 Phone CHKWELF 11/08/18 22:51 Check Welfare 2018088940 Check Welfare WCSOP18035214 911 CHKWELF 11/09/18 08:25 Check Welfare 2018089044 Check Welfare WCSOP18035240 911 CHKWELF 11/11/18 22:04 Check Welfare 2018089788 Check Welfare WCSOP18035517 Phone CHKWELF 11/16/18 18:29 Check Welfare 2018091241 Check Welfare WCSOP18036042 Phone CHKWELF 11/20/18 15:09 Check Welfare 2018092345 Check Welfare WCSOP18036454 911 CHKWELF 11/23/18 00:48 Check Welfare 2018093137 Check Welfare WCSOP18036731 Phone CHKWELF 11/26/18 20:15 Check Welfare 2018094146 Check Welfare WCSOP18037144 911 CHKWELF ZUERCHER Page 4 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/26/18 21:46 Check Welfare 2018094180 Check Welfare WCSOP18037154 Phone Civil Complaint Total: 21 CHKWELF 11/28/18 09:51 Check Welfare 2018094605 Check Welfare WCSOP18037328 Phone CHKWELF Citizen Aid Total: 8 11/02/18 17:03 Civil Complaint 2018087226 Civil Child Custody 11/08/18 17:37 Citizen Aid 2018088843 Citizen Aid WCSOP18035192 Phone CIV 11/03/18 14:45 Civil Complaint CITAID Civil Complaint 11/13/18 14:43 Citizen Aid 2018090251 Citizen Aid WCSOP18035687 Phone CIV 11/03/18 17:17 Civil Complaint CIgTAID Civil Complaint 11/16/18 13:58 Citizen Aid 2018091146 Citizen Aid WCSOP18036 Phone CIV 11/05/18 16:22 Civil Complaint CITAID Civil Complaint 11/16/18 16:00 Citizen Aid 2018091190 Citizen Aid WCSOP1803602ITAID Phone WCSOP18035 24 911 11/16/18 22:10 Citizen Aid 2018091301 Citizen Aid WCSOP18036061 Phone WCSOP18035 53 Phone CITAID 11/27/18 02:52 Citizen Aid 2018094243 Citizen Aid WCSOP18037 Phone WCSOP18035 CIV Phone M AID 11/29/18 00:35 Citizen Aid 2018094804 Citizen Aid WCSOP18037410 911 WCSOP18035 87 Phone CIgTAID 11/29/18 20:11 Citizen Aid 2018095057 Citizen Aid WCSOP18037 Phone WCSOP18035 64 Phone Cl AID Citizen Aid; Medical - Fall Under 6 Feet Total: 1 11/25/18 04:49 Citizen Aid; Medical - 2018093696 Citizen Aid WCSOP18036 SAID; Phone MALL Civil Complaint Total: 21 11/01/18 07:17 Civil Complaint 2018086769 Civil Complaint WCSOP18034 CIV Phone 11/02/18 17:03 Civil Complaint 2018087226 Civil Child Custody WCSOP18034 46 Phone CIV 11/03/18 14:45 Civil Complaint 2018087495 Civil Complaint WCSOP18034 32 Phone CIV 11/03/18 17:17 Civil Complaint 2018087524 Civil Complaint WCSOP18034 44 911 CIV 11/05/18 16:22 Civil Complaint 2018088031 Civil Complaint WCSOP180348FI7V Phone 11/07/18 11:20 Civil Complaint 2018088456 Civil Complaint WCSOP18035 24 911 CIV 11/07/18 16:17 Civil Complaint 2018088524 Civil Complaint WCSOP18035 53 Phone CIV 11/08/18 21:54 Civil Complaint 2018088930 Civil Complaint WCSOP18035 CIV Phone 11/11/18 16:37 Civil Complaint 2018089697 Civil Complaint WCSOP18035 87 Phone CIV 11/12/18 12:24 Civil Complaint 2018089917 Civil Complaint WCSOP18035 64 Phone CIV 11/13/18 15:01 Civil Complaint 2018090254 Civil Complaint WCSOP18035 95 Phone CIV 11/16/18 17:29 Civil Complaint 2018091226 Civil Child Custody WCSOP180360C36 Phone 11/17/18 21:12 Civil Complaint 2018091556 Civil Complaint WCSOP18036 CIV 911 11/18/18 09:16 Civil Complaint 2018091655 Civil Complaint WCSOP18036 CIV Phone 11/18/18 14:21 Civil Complaint 2018091720 911 Hang-up WCSOP180362C23 911 11/20/18 15:56 Civil Complaint 2018092361 Civil Complaint WCSOP18036 61Phone CIV 11/23/18 16:34 Civil Complaint 2018093264 Civil Complaint WCSOP18036 79 Phone CIV 11/24/18 12:52 Civil Complaint 2018093480 Civil Complaint WCSOP180368C76 Phone ZUERCHER Page 5 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/25/18 19:32 Civil Complaint 2018093834 Civil Complaint WCSOP180370C28 Phone 11/07/18 10:15 Civil Process 2018088438 11/29/18 05:50 Civil Complaint 2018094850 Civil Complaint WCSOP18037 CIV Phone 11/08/18 10:11 Civil Process 2018088728 Officer 11/30/18 14:33 Civil Complaint 2018095265 Fraud - Internet WCSOP18037 Phone CIVPROQpfficer CIV Civil Process Civil Complaint; Phone Call Total: 1 CIVPROCfficer 11/14/18 12:49 Civil Process 11/10/18 18:31 Civil Complaint; Phone 2018089485 Citizen Aid WCSOP18035413 Phone 11/15/18 10:20 Civil Process 2018090772 CIV; PH Civil Complaint; Threats Total: 1 11/17/18 12:35 Civil Complaint; Threats 2018091421 Civil Child Custody WCSOP18036115 11 CIV; TH EATS Civil Process Total: 44 11/02/18 09:51 Civil Process 2018087111 CIVPROCfficer 11/06/18 11:21 Civil Process 2018088207 Officer CIVPROC 11/07/18 10:15 Civil Process 2018088438 CIVPRO?fficer 11/08/18 09:56 Civil Process 2018088725 CIVPROCpfficer 11/08/18 10:11 Civil Process 2018088728 Officer CIVPROC 11/14/18 12:30 Civil Process 2018090532 CIVPROQpfficer 11/14/18 12:40 Civil Process 2018090534 CIVPROCfficer 11/14/18 12:49 Civil Process 2018090537 Officer CIVPROC 11/15/18 10:20 Civil Process 2018090772 CIVPROQpfficer 11/15/18 16:56 Civil Process 2018090901 CIVPROCfficer 11/16/18 12:24 Civil Process 2018091121 Officer CIVPROC 11/16/18 12:35 Civil Process 2018091123 CIVPROQpfficer 11/16/18 12:42 Civil Process 2018091127 CIVPROCfficer 11/16/18 13:14 Civil Process 2018091136 Officer CIVPROC 11/19/18 11:42 Civil Process 2018091965 CIVPROQpfficer 11/19/18 11:53 Civil Process 2018091969 CIVPROCfficer 11/19/18 12:09 Civil Process 2018091975 Officer CIVPROC 11/19/18 16:22 Civil Process 2018092044 CIVPROQfficer 11/20/18 08:31 Civil Process 2018092239 CIVPROCpfficer 11/20/18 09:02 Civil Process 2018092245 Officer CIVPROC 11/20/18 09:11 Civil Process 2018092249 CIVPRO?fficer 11/20/18 09:38 Civil Process 2018092252 CIVPROCpfficer 11/20/18 09:48 Civil Process 2018092257 Officer CIVPROC 11/20/18 10:06 Civil Process 2018092261 CIVPROC ZUERCHER Page 6 of 39 Incident Start Date/Time Initial Call CFS # 11/21/18 09:01 2018092062 Civil Process 2018092619 11/21/18 09:13 Commercial Fire Alarm Civil Process 2018092623 11/21/18 10:17 11/09/18 04:09 Civil Process 2018092641 11/21/18 10:27 Phone Civil Process 2018092642 11/26/18 15:26 WCSOP18035211 Civil Process 2018094055 11/26/18 15:29 Commercial General Alarm Civil Process 2018094056 11/26/18 15:39 Civil Process 2018094059 11/26/18 15:47 Civil Process 2018094062 11/26/18 15:57 Civil Process 2018094065 11/27/18 09:33 Civil Process 2018094286 11/27/18 09:38 Civil Process 2018094288 11/27/18 10:09 Civil Process 2018094297 11/27/18 11:50 Civil Process 2018094323 11/28/18 12:25 Civil Process 2018094649 11/28/18 12:57 Civil Process 2018094658 11/28/18 13:06 Civil Process 2018094662 11/28/18 13:10 Civil Process 2018094664 11/29/18 13:53 Civil Process 2018094959 11/29/18 14:49 Civil Process 2018094970 11/29/18 18:41 Civil Process 2018095038 Commercial Fire Alarm Total: 4 11/08/18 09:11 Commercial Fire Alarm 2018088712 11/19/18 17:22 Commercial Fire Alarm 2018092062 11/26/18 12:56 Commercial Fire Alarm 2018094016 11/27/18 10:34 Commercial Fire Alarm 2018094304 Commercial General Alarm Total: 25 11/03/18 08:01 Commercial General 2018087413 11/04/18 07:24 Commercial General 2018087668 11/04/18 11:56 Commercial General 2018087713 11/06/18 05:46 Commercial General 2018088152 11/08/18 22:26 Commercial General 2018088935 11/09/18 04:09 Commercial General 2018089006 Final Incident Case Number Codes How Reported CIVPR02pfficer CIVPROCfficer Officer CIVPROC CIVPR02pfficer CIVPROCfficer Officer CIVPROC CIVPR02pfficer CIVPROCfficer Officer CIVPROC CIVPR02pfficer CIVPROCfficer Officer CIVPROC CIVPR02pfficer CIVPROCfficer CIVPROC CIVPR02pfficer CIVPROCfficer Officer CIVPROC CIVPR02pfficer CIVPROCfficer ALARM Phone Commercial Fire Alarm WCSOP18036352 Phone ALARM Commercial Fire Alarm WCSOP18037107 Phone ALARM Commercial Fire Alarm WCSOSRO18037214 Phone ALARM Commercial General Alarm WCSOP18034605 Phone ALARM Commercial General Alarm WCSOP18034693 Phone ALARM Commercial General Alarm WCSOP18034712 Phone ALARM Commercial General Alarm WCSOP18034874 Phone ALARM Commercial General Alarm WCSOP18035211 Phone ALARM Commercial General Alarm WCSOP18035224 Phone ALARM ZUERCHER Page 7 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/10/18 03:28 Commercial General 2018089358 Commercial General Alarm WCSOP18035350 Phone 11/15/18 12:02 Court Order Violation 2018090797 Court Order Violation ALARM Phone 11/10/18 12:52 Commercial General 2018089422 Commercial General Alarm WCSOP18035388 Phone 11/16/18 10:06 Court Order Violation 2018091081 Court Order Violation ALARM 911 11/11/18 20:45 Commercial General 2018089776 Commercial General Alarm WCSOP18035511 Phone 11/18/18 12:00 Court Order Violation 2018091691 Court Order Violation ALARM Phone 11/12/18 23:27 Commercial General 2018090082 Commercial General Alarm WCSOP18035629 Phone 11/19/18 17:07 Court Order Violation 2018092056 Court Order Violation ALARM Phone 11/15/18 02:29 Commercial General 2018090720 Commercial General Alarm WCSOP18035873 Phone 11/22/18 12:58 Court Order Violation 2018092988 Harassment ALARM Phone 11/16/18 12:33 Commercial General 2018091122 Commercial General Alarm WCSOP18035999 Phone 11/22/18 20:58 Court Order Violation 2018093094 Unwanted Person ALARM 911 11/18/18 03:51 Commercial General 2018091627 Commercial General Alarm WCSOP18036183 Phone ALARM 11/20/18 08:05 Commercial General 2018092234 Commercial General Alarm WCSOP18036410 Phone ALARM 11/21/18 01:04 Commercial General 2018092534 Commercial General Alarm WCSOP18036505 Phone ALARM 11/22/18 05:12 Commercial General 2018092930 Commercial General Alarm WCSOP18036661 Phone ALARM 11/22/18 19:11 Commercial General 2018093065 Commercial General Alarm WCSOP18036710 Phone ALARM 11/23/18 05:27 Commercial General 2018093162 Commercial General Alarm WCSOP18036739 Phone ALARM 11/23/18 23:19 Commercial General 2018093352 Commercial General Alarm WCSOP18036811 Phone ALARM 11/24/18 15:05 Commercial General 2018093508 Commercial General Alarm WCSOP18036887 Phone ALARM 11/24/18 15:22 Commercial General 2018093514 Commercial General Alarm WCSOP18036890 Phone ALARM 11/24/18 17:32 Commercial General 2018093556 Commercial General Alarm WCSOP18036904 Phone ALARM 11/25/18 16:31 Commercial General 2018093788 Commercial General Alarm WCSOP18037020 Phone ALARM 11/26/18 23:10 Commercial General 2018094193 Commercial General Alarm WCSOP18037160 Phone ALARM 11/30/18 06:44 Commercial General 2018095136 Commercial General Alarm WCSOP18037559 Phone ALARM Court Order Violation Total: 7 11/13/18 18:21 Court Order Violation 2018090339 Court Order Violation WCSOP180357118 Phone CSC Sex Offense Total: 2 11/16/18 16:50 CSC Sex Offense 2018091212 Phone 11/15/18 12:02 Court Order Violation 2018090797 Court Order Violation WCSOP18035901 Phone COV 11/16/18 10:06 Court Order Violation 2018091081 Court Order Violation 8 WCSOP180359C55 911 V 11/18/18 12:00 Court Order Violation 2018091691 Court Order Violation WCSOP180362-004V Phone 11/19/18 17:07 Court Order Violation 2018092056 Court Order Violation WCSOP180363C5D Phone 11/22/18 12:58 Court Order Violation 2018092988 Harassment WCSOP18036681 Phone COV 11/22/18 20:58 Court Order Violation 2018093094 Unwanted Person WCSOP180367 911 & Criminal Damage to Property Total: 2 11/12/18 20:28 Criminal Damage to 2018090033 Criminal Damage to Property WCSOP180356116 Phone CDP 11/25/18 20:46 Criminal Damage to 2018093853 Juvenile - Complaint WCSOP180370C333P Phone CSC Sex Offense Total: 2 11/16/18 16:50 CSC Sex Offense 2018091212 Phone CSC ZUERCHER Page 8 of 39 Incident Start Date/Time Initial Call CFS # Final Incident 11/27/18 07:57 CSC Sex Offense 2018094262 CSC Sex Offense Disabled Vehicle Total: 3 11/05/18 18:19 Disabled Vehicle 2018088058 Disabled Vehicle 11/11/18 10:18 Disabled Vehicle 2018089628 Disabled Vehicle 11/29/18 17:08 Disabled Vehicle 2018095012 Disabled Vehicle Disorderly Total: 3 11/03/18 21:24 Disorderly 2018087604 Disorderly 11/11/1815:14 Disorderly 2018089678 Disorderly 11/27/1813:33 Disorderly 2018094351 Disorderly Domestic Disturbance Total: 20 11/03/18 14:58 Domestic Disturbance 2018087498 11/06/18 14:28 Domestic Disturbance 2018088256 11/08/18 08:25 Domestic Disturbance 2018088699 11/10/18 07:52 Domestic Disturbance 2018089372 11/11/18 08:35 Domestic Disturbance 2018089615 11/14/18 23:36 Domestic Disturbance 2018090703 11/16/18 01:04 Domestic Disturbance 2018091017 11/17/18 10:39 Domestic Disturbance 2018091390 11/18/18 01:16 Domestic Disturbance 2018091609 11/19/18 05:10 Domestic Disturbance 2018091896 11/20/18 00:55 Domestic Disturbance 2018092160 11/22/18 22:39 Domestic Disturbance 2018093110 11/23/18 17:57 Domestic Disturbance 2018093290 11/24/18 11:43 Domestic Disturbance 2018093472 11/24/18 13:00 Domestic Disturbance 2018093481 11/25/18 02:05 Domestic Disturbance 2018093662 11/25/18 09:42 Domestic Disturbance 2018093720 11/28/18 20:28 Domestic Disturbance 2018094770 11/29/18 20:44 Domestic Disturbance 2018095061 11/30/18 15:38 Domestic Disturbance 2018095281 Juvenile - Complaint Domestic Disturbance Domestic Disturbance Drugs Domestic Disturbance Assault Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Unwanted Person Domestic Disturbance Domestic Disturbance Juvenile - Complaint Domestic Disturbance Case Number Codes How Reported WCSOP18037 CSC 911 ABL WCSOP18034$IggSABLVEHne WCSOP18035 DISV hone WCSOP180375DOSABLV hone WCSOP18034�659SORDPhone WCSOP18035 DISORDPhone WCSOSR018 3 SO3 WCSOP18034630MESTPIhC ne WCSOP180349D22MESTICone OO WCSOP18035 DgOMES911 TIC WCSOP180353D58MES O0TpIhC WCSOP18035t53MESTICone WCSOP18035 DOOO911 MES WCSOP18035966 DMESTC WCSOP1803600ggIMESTIC WCSOP18036 75MEST11 IC WCSOP18036 D5all l WCSOP18036385MESTICone OO WCSOP18036 DpOMES911 TIC WCSOP18036 DOMESTal l WCSOP18036869MESTICone OO WCSOP18036 D7OMESTIC ne WCSOP180369D40MESTPIhC ne WCSOP180369D91 Plhone WCSOP18037 DOMESTIC ne WCSOP180375D2QMESTPIhC ne WCSOP18037Q21 Plhone Domestic Disturbance; Dispatch - CAD; Check Welfare Total: 1 11/20/18 20:37 Domestic Disturbance; 2018092457 Suicidal - Attempt - Threat WCSOP18036493 Phone DOMESTIC; DISPCAD; ZU=RCHER Page 9 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported Domestic Disturbance; Intoxicated Person Total: 1 11/18/18 18:43 Domestic Disturbance; 2018091787 Intoxicated Person WCSOP18036 DOgMESTIC; Drugs Total: 6 11/08/1815:59 Drugs 2018088814 Drugs WCSOP18035D911 RUGS 11/13/1815:58 Drugs 2018090280 Drugs WCSOP18035 01911 DRUGS 11/15/18 02:49 Drugs 2018090723 Drugs WCSOP18035 DRUGS Phone 11/16/1810:50 Drugs 2018091093 Drugs WCSOP180359-91Phone Fire - Structure 2018089460 Fire - Structure WCSOP18035405 911 DRUGS 11/18/18 14:30 Drugs 2018091721 Drugs WCSOP18036 DRUGS Phone 11/20/18 15:27 Drugs 2018092350 Drugs WCSOSR018 DRUGS Extra Patrol Total: 2 11/12/18 20:14 Extra Patrol 2018090030 Phone XP 11/20/18 19:55 Extra Patrol 2018092444 Phone XP Fire - Gas Leak Total: 2 11/15/18 15:54 Fire - Gas Leak 2018090873 Fire - Gas Leak WCSOP18035922 911 FGASLEAK 11/28/18 21:42 Fire - Gas Leak 2018094780 Fire - Gas Leak WCSOP18037401 Phone FGASLEAK Fire - Gas Leak; Info Total: 1 11/30/18 13:14 Fire - Gas Leak; Info 2018095248 Phone FGASLEAK; INFO Fire - Other Total: 1 11/15/18 13:22 Fire - Other 2018090818 Fire - Other WCSOP1803105 Phone Fire - Smoke - Odor Total: 3 11/03/18 20:33 Fire - Smoke - Odor 2018087582 Fire - Smoke - Odor WCSOP18034CMOKE 11 11/22/18 17:40 Fire - Smoke - Odor 2018093036 Fire - Smoke - Odor WCSOP18036 911 F,2 11/24/18 14:59 Fire - Smoke - Odor 2018093507 Fire - Smoke - Odor WCSOP180368FSMOKE 11 Fire - Structure Total: 1 11/10/18 15:54 Fire - Structure 2018089460 Fire - Structure WCSOP18035405 911 FSTRUCTURE Found Person Total: 1 h 11/20/18 01:04 Found Person 2018092162 Death Investigation - Natural WCSOP18036DPERS one Fraud - Checks - Cards Total: 6 11/07/18 08:44 Fraud - Checks - Cards 2018088421 Fraud - Checks - Cards WCSOP18035007 phone FRAUDCH 11/19/18 08:15 Fraud - Checks - Cards 2018091918 Fraud - Checks - Cards WCSOP18036298 Phone FR55AUDCH 11/26/18 12:35 Fraud - Checks - Cards 2018094008 Theft - Identity Theft WCSOP18037 FQRAUDCHone ZUERCHER Page 10 of 39 Incident Start Date/Time 11/26/18 15:11 11/27/18 08:36 11/27/18 15:18 Initial Call Fraud - Checks - Cards Fraud - Checks - Cards Fraud - Checks - Cards CFS # Final Incident 2018094047 Fraud - Checks - Cards 2018094277 Fraud - Internet 2018094382 Fraud - Checks - Cards Case Number Codes How Reported WCSOP18037 Phone WCSOP18037 FR 911 CH Fraud - Internet Total: 1 11/27/18 11:48 Fraud - Internet 2018094322 Fraud - Internet WCSOP18037221 Phone FRAUDINT Gun Incident Total: 1 11/08/18 15:45 Gun Incident 2018088809 Gun Incident WCSOSR0180851 3 UN Harassment Total: 9 11/01/18 22:31 Harassment 2018087012 Harassment WCSOP18034ff O hone INFO 11/02/1814:15 Harassment 2018087177 Harassment WCSOP18034528 911 INFO HARASS 11/13/18 09:18 Harassment 2018090180 Harassment WCSOP18035WARASSPhone INFO 11/16/18 09:21 Harassment 2018091070 Harassment WCSOP180359gARASS hone INFO 11/18/1813:27 Harassment 2018091705 Harassment WCSOP18036213 Phone INFO HARASS 11/18/1815:37 Harassment 2018091743 Harassment WCSOP1803623ARASSPhone INFO 11/21/18 19:45 Harassment 2018092806 Harassment WCSOP18036tF�Hi13RASS hone 11/28/1815:07 Harassment 2018094689 Harassment WCSOP18037355 Phone 11/20/18 21:21 Info 2018092469 HARASS 11/29/1812:57 Harassment 2018094943 Harassment WCSOSRO18037470 11/21/18 08:04 Info 2018092604 HARASS Hospice Death Total: 1 INFO 11/04/18 18:32 Hospice Death 2018087791 2018092646 hone Phone HOSPICE Info Total: 15 11/01/18 09:36 Info 2018086791 Phone INFO 11/05/18 20:06 Info 2018088076 Phone INFO 11/06/18 13:44 Info 2018088246 Phone INFO 11/09/18 08:46 Info 2018089053 Phone INFO 11/11/18 22:24 Info 2018089791 Phone INFO 11/13/18 07:02 Info 2018090149 Phone INFO 11/18/18 15:13 Info 2018091733 Phone INFO 11/20/18 21:21 Info 2018092469 Phone INFO 11/21/18 08:04 Info 2018092604 Phone INFO 11/21/18 10:54 Info 2018092646 Phone INFO 11/23/18 10:02 Info 2018093193 Phone INFO 11/25/18 18:02 Info 2018093807 Phone INFO ZU=RCHER Page 11 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/28/18 13:15 Info 2018094666 Phone INFO 11/28/18 22:23 Info 2018094790 Phone INFO 11/30/1810:21 Info 2018095198 911 INFO Info; SIA Business Walk Through Total: 1 11/12/18 21:14 Info; SIA Business Walk 2018090041 Intoxicated Person Total: 3 INFO; SI fficer 11/09/18 22:14 Intoxicated Person 2018089292 Intoxicated Person WCSOP180355NTOXPPhone 11/11/18 17:38 Intoxicated Person 2018089716 Intoxicated Person WCSOP18035497 Phone INTOXPER 11/27/18 19:33 Intoxicated Person 2018094450 Intoxicated Person WCSOP18037269 Phone INTOXPER Juvenile - Complaint Total: 12 11/02/18 17:03 Juvenile - Complaint 2018087225 Juvenile - Complaint WCSOP180346 5 Phone 11/03/18 18:15 Juvenile - Complaint 2018087542 Juvenile - Complaint WCSOP1803465.0 JUVCOnP�ione 11/06/18 07:10 Juvenile - Complaint 2018088158 Juvenile - Complaint WCSOP180348 8 Phone 11/06/18 21:10 Juvenile - Complaint 2018088342 Juvenile - Complaint WCSOP180349CPhhhone VCOMP 11/09/18 07:14 Juvenile - Complaint 2018089029 Juvenile - Complaint WCSOP180352JUVCOMPone 11/16/18 13:01 Juvenile - Complaint 2018091130 Juvenile - Complaint WCSOSR0180 6001JUVC P 11/17/18 10:32 Juvenile - Complaint 2018091389 Check Welfare WCSOP18036 JIOVCOM all 11/17/18 18:36 Juvenile - Complaint 2018091519 Suspicious - Circumstances WCSOP18036,11JVCOMPone 11/19/18 19:11 Juvenile - Complaint 2018092090 Juvenile - Complaint WCSOP180363J 7 Phone 11/20/18 09:40 Juvenile - Complaint 2018092253 Juvenile - Complaint WCSOSR0180�6421VCOMP 11/24/18 18:17 Juvenile - Complaint 2018093572 Juvenile - Complaint WCSOP1803699 COMP1 11/26/18 14:12 Juvenile - Complaint 2018094029 Juvenile - Complaint WCSOSR0180 7113 JUVCOMP Juvenile - Complaint; Juvenile - Runaway Total: 1 11/11/18 00:33 Juvenile - Complaint; 2018089563 Juvenile - Complaint Juvenile - Runaway Total: 2 11/07/18 18:21 Juvenile - Runaway 11/14/18 23:16 Juvenile - Runaway Littering Total: 1 11/19/1817:25 Littering Lock Out - Lock In Total: 2 11/07/18 18:01 Lock Out- Lock In 11/09/18 11:09 Lock Out - Lock In 2018088575 Juvenile - Runaway 2018090699 Juvenile - Runaway 2018092064 Littering 2018088567 Lock Out - Lock In 2018089088 Lock Out - Lock In WCSOP18035434 Phone JUVCOMP;JUVRUN WCSOP18035050VRUN hone WCSOP18035857VRUN hone WCSOP18036 359 Phone WCSOP180350 4 Phone WCSOP18035 LOCK Phone ZUERCHER Page 12 of 39 Incident Start Date/Time Initial Call CFS # Lost - Found Property Total: 7 11/08/18 08:22 WCSOP18035 LOSTPROP Lost - Found Property 2018088698 11/08/18 09:47 Lost - Found Property Lost - Found Property 2018088723 11/08/18 16:15 WCSOP18036 LOSTPROP Lost - Found Property 2018088820 11/10/18 07:39 Medical - Breathing Lost - Found Property 2018089371 11/12/18 08:54 11/24/18 15:11 Lost - Found Property 2018089877 11/17/18 11:04 2018094972 Lost - Found Property 2018091404 11/28/18 13:24 Lost - Found Property 2018094669 Final Incident Case Number Codes How Reported Lost - Found Property WCSOP18035 LOSTPROP Lost - Found Property WCSOP18035TSTPROP Lost - Found Property WCSOP18035 LOSTPROP Lost - Found Property WCSOP18035�OSTPROP Lost - Found Property WCSOP18035!�(7 ROP Lost - Found Property WCSOP18036 LOSTPROP Lost - Found Property WCSOP18037�OSTPROP Medical - Abdominal Pain Total: 2 11/10/18 10:04 Medical - Abdominal 2018089391 Medical - Abdominal Pain WCSOP18035MBDOM NAL 11/11/18 08:50 Medical - Abdominal 2018089616 911 MABDOMINAL Medical - Back Pain Total: 1 11/14/18 21:11 Medical - Back Pain 2018090666 Medical - Back Pain WCSOP18035841 911 MBACK Medical - Bleeding - Lacerations Total: 1 11/07/18 16:38 Medical - Bleeding - 2018088533 Medical - Bleeding - WCSOP18035 MBLEE Phone Medical - Breathing Problems Total: 9 11/06/18 02:54 Medical - Breathing 2018088139 11/06/18 16:47 Medical - Breathing 2018088288 11/09/18 19:27 Medical - Breathing 2018089247 11/14/18 21:24 Medical - Breathing 2018090670 11/21/18 04:56 Medical - Breathing 2018092583 11/21/18 10:17 Medical - Breathing 2018092640 11/21/18 16:05 Medical - Breathing 2018092721 11/24/18 15:11 Medical - Breathing 2018093510 11/29/18 14:52 Medical - Breathing 2018094972 Medical - Breathing Problems WCSOP18034URREATHING Medical - Breathing Problems WCSOP18034VBREATHING MBREATHING Medical - Breathing Problems WCSOP1803584RREATHING MBREATHING Medical - Breathing Problems WCSOP18036 MBREATHING Medical - Breathing Problems WCSOP18036587BREATppHING Medical - Breathing Problems WCSOP18036 REAT,h Medical - Breathing Problems WCSOP18037 MBREATHING Medical - Carbon Monoxide Inhalation Total: 1 11/06/18 11:06 Medical - Carbon 2018088204 Medical -Carbon Monoxide WCSOP18034900 Phone MCARBMONOX Medical - Chest Pain Total: 2 5 11/09/18 04:52 Medical - Chest Pain 2018089009 Medical - Chest Pain WCSOP18035 25 all a 11/17/18 18:29 Medical - Chest Pain 2018091514 MCHESTPI Medical - Diabetic Total: 2 ZU=RCHER Page 13 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/23/18 08:08 Medical - Diabetic 2018093176 Medical - Diabetic WCSOP18036 MDIABEP� one 11/24/18 07:37 Medical - Diabetic 2018093425 Medical - Diabetic WCSOP18036852 PhCone MDIABETIC Medical - Fall Under 6 Feet Total: 10 11/01/18 08:12 Medical - Fall Under 6 2018086779 11/03/18 01:33 Medical - Fall Under 6 2018087384 11/09/18 17:36 Medical - Fall Under 6 2018089213 11/12/18 08:00 Medical - Fall Under 6 2018089874 11/19/18 12:17 Medical - Fall Under 6 2018091978 11/21/18 00:28 Medical - Fall Under 6 2018092520 11/22/18 15:03 Medical - Fall Under 6 2018093008 11/24/18 08:17 Medical - Fall Under 6 2018093431 11/25/18 22:29 Medical - Fall Under 6 2018093866 11/26/18 15:02 Medical - Fall Under 6 2018094042 Medical - Headache Total: 2 911 11/08/18 11:02 Medical - Headache 2018088742 11/13/18 20:36 Medical - Headache 2018090391 Medical - Fall Under 6 Feet WCSOP18034381 Phone Medical - Psychiatric - WALL Medical - Fall Under 6 Feet WCSOP180345M9FALL Phone 11/08/18 19:12 Medical - Psychiatric - Medical - Fall Under 6 Feet WCSOP18035UPALL Phone Medical - Fall Under 6 Feet WCSOP18035545 911 WALL 11/14/18 16:33 Medical - Fall Under 6 Feet WCSOP18036:0FALL 911 WCSOP18035UPSYC 911 11/21/18 21:10 Medical - Psychiatric - Medical - Fall Under 6 Feet WCSOP18036504ALL Phone Medical - Fall Under 6 Feet WCSOP18036691 911 WALL 11/22/18 09:17 Medical - Fall Under 6 Feet WCSOP180368M5FALL Phone WCSOP18036(60SYC 911 11/25/18 07:57 Medical - Psychiatric - Medical - Fall Under 6 Feet WCSOP18037WALL 911 Medical - Fall Under 6 Feet WCSOP18037117 911 WALL 11/27/18 13:39 Medical - Headache WCSOP18035137 Phone MHEAD Medical - Headache WCSOP18035731911 HEAD Medical - Heart Problems Total: 1 gg 11/09/18 10:55 Medical - Heart 2018089083 Medical - Heart Problems WCSOP180352gHEART11 Medical - Non Emergency Transport Total: 1 11/03/18 08:45 Medical - Non 2018087420 pphoQne MTRANSPURT Medical - Psychiatric - Behavioral Total: 7 11/02/18 22:18 Medical - Psychiatric - 2018087339 Medical - Psychiatric - WCSOP18034 MPSYCH hone 11/08/18 19:12 Medical - Psychiatric - 2018088877 Medical - Psychiatric - WCSOP180351944SYC 911 11/14/18 16:33 Medical - Psychiatric - 2018090600 Juvenile - Complaint WCSOP18035UPSYC 911 11/21/18 21:10 Medical - Psychiatric - 2018092830 Medical - Psychiatric - WCSOP1803661V11PSYCH11 11/22/18 09:17 Medical - Psychiatric - 2018092951 Medical - Psychiatric - WCSOP18036(60SYC 911 11/25/18 07:57 Medical - Psychiatric - 2018093709 Medical - Psychiatric - WCSOP18036VPSYCH11 11/27/18 13:39 Medical - Psychiatric - 2018094353 Medical - Psychiatric - WCSOP18037 34911 MPSYCH Medical - Seizure Total: 5 11/03/18 21:18 Medical - Seizure 2018087600 911 MSEIZUgRE 11/07/18 10:25 Medical - Seizure 2018088440 Medical - Seizure WCSOSR018 3gW1ZURE 11/15/18 10:52 Medical - Seizure 2018090781 Medical - Seizure WCSOSR018 3589891 MSEIZURE ZUERCHER Page 14 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes ggHow Reported 11/19/18 11:03 Medical - Seizure 2018091951 Medical - Seizure WCSOP18036USEIZURE 11/30/18 09:48 Medical - Seizure 2018095186 Medical - Seizure WCSOSRO18037573 911 MSEIZURE Medical - Sick Total: 15 11/01/18 15:12 Medical - Sick 2018086881 Medical - Sick WCSOP18034424 911 MSICK 11/01/18 17:14 Medical - Sick 2018086920 Medical - Psychiatric - WCSOP18034408ICK 911 11/02/18 08:46 Medical - Sick 2018087094 Medical - Sick WCSOP18034V8ICK 911 11/04/18 17:18 Medical - Sick 2018087767 Medical - Sick WCSOP18034 911 MSICK 11/04/18 18:20 Medical - Sick 2018087786 Medical - Sick WCSOP18034741 911 MSICK 11/06/18 11:29 Medical - Sick 2018088209 Medical - Sick WCSOSRO180 tt & 911 11/13/18 10:45 Medical - Sick 2018090195 Medical - Sick WCSOP18035664 911 MSICK 11/14/18 10:02 Medical - Sick 2018090496 Medical - Sick WCSOP18035 M 911 SICK 11/17/18 09:40 Medical - Sick 2018091380 Medical - Sick WCSOP18036V8ICK 911 11/21/18 16:37 Medical - Sick 2018092738 Medical - Sick WCSOP18036 911 MSICK 11/22/18 11:25 Medical - Sick 2018092973 Medical - Sick WCSOP18036677 911 11/26/18 01:14 Medical - Sick 2018093888 Medical - Sick WCSOP18037V8ICK 911 11/27/18 16:52 Medical - Sick 2018094409 911 MSICK 11/29/18 05:03 Medical - Sick 2018094847 Medical - Sick WCSOP18037442 911 MSICK 11/30/18 02:13 Medical - Sick 2018095116 Medical - Sick WCSOP18037VZICK 911 Medical - Stroke Total: 3 11/09/18 11:22 Medical - Stroke 2018089092 Medical - Sick WCSOP18035 MSTROKEI 11/25/18 15:17 Medical - Stroke 2018093769 Medical - Stroke WCSOP18037014 911 MSTROKE 11/27/18 13:48 Medical - Stroke 2018094355 911 MSTROKE Medical - Trauma Total: 3 11/05/18 18:38 Medical - Trauma 2018088061 Medical - Unknown WCSOP18034V4RAUMAI 11/08/18 10:31 Medical - Trauma 2018088733 Medical - Trauma WCSOP18035132 911 MTRAUMA 11/26/18 12:46 Medical - Trauma 2018094012 Medical - Trauma WCSOP180371&RAUMA Medical - Unconscious - Fainting Total: 3 11/26/18 22:46 Medical - Unconscious - 2018094188 Medical - Unconscious - WCSOP1803715PhoneUNCONSCIOUS 11/29/18 13:11 Medical - Unconscious - 2018094948 Medical - Unconscious - WCSOP18037473 911 MUNCONSCIOUS 11/30/18 08:43 Medical - Unconscious - 2018095165 911 MUNCONSCIOUS Medical - Unknown Total: 4 gg 11/08/18 19:35 Medical - Unknown 2018088886 Medical - Unknown WCSOP1803510UNKNOWN ZU=RCHER Page 15 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/14/18 20:41 Medical - Unknown 2018090658 Medical - Unknown WCSOP18035UUNKN81WIN 11/28/18 11:37 Medical - Unknown 2018094635 Phone MUNKNOWN 11/30/18 21:13 Medical - Unknown 2018095395 Medical - Unknown WCSOP18037659 911 MUNKNOWN Medical - Unknown; Suspicious - Circumstances Total: 1 11/22/18 10:10 Medical - Unknown; 2018092954 Suspicious - Person - Vehicle WCSOP18036F6CUNKNOWhqNe Missing Person Total: 3 11/08/18 03:14 Missing Person 2018088673 Check Welfare WCSOP1803510 SSPER11 11/18/18 16:24 Missing Person 2018091753 Missing Person WCSOP18036 MI911 SSPE 11/27/18 11:54 Missing Person 2018094326 Medical - Psychiatric - WCSOP18037 MIS911 1 SPE Motorist Aid Total: 6 11/02/18 15:28 Motorist Aid 2018087191 Officer 911 MOTORAILhD 11/02/18 17:39 Motorist Aid 2018087243 MVA - No Injuries 2018088026 MVA - No Injuries WCSOP18034$26 911 MOTORAIDone 11/12/18 11:23 Motorist Aid 2018089905 Officer 11/07/18 07:19 MVA - No Injuries 2018088398 MOTORAI D 11/13/18 13:31 Motorist Aid 2018090232 Officer MVA 11/07/18 14:58 MOTORAILhD 11/19/18 17:22 Motorist Aid 2018092063 MOTORAIDone 11/21/18 00:52 Motorist Aid 2018092530 MVA - No Injuries WCSOP180352 6 Phone MOTORAI D MVA - Hit & Run Total: 2 11/06/18 14:39 MVA - Hit & Run 2018088257 MVA - Hit & Run WCSOP18034925 MVAHR 11/07/18 17:40 MVA - Hit & Run 2018088554 MVA - Hit & Run WCSOP18035V8 VAHR MVA - Injuries Total: 2 11/12/18 18:18 MVA - Injuries 2018090002 MVA - Injuries WCSOP180356pVAINJ911 11/14/18 13:50 MVA - Injuries 2018090546 MVA - Injuries WCSOP18035 MMMVAINJ MVA - No Injuries Total: 24 11/01/18 20:04 MVA - No Injuries 2018086974 911 MVA 11/05/18 16:12 MVA - No Injuries 2018088026 MVA - No Injuries WCSOP18034$26 911 VA 11/07/18 07:19 MVA - No Injuries 2018088398 MVA - No Injuries WCSOP18034 90 MVA 11/07/18 14:58 MVA - No Injuries 2018088500 MVA - No Injuries WCSOP18035 MVA 11/09/18 13:40 MVA - No Injuries 2018089130 MVA - No Injuries WCSOP180352 6 Phone VA 11/11/18 00:54 MVA - No Injuries 2018089565 MVA - No Injuries WCSOP18035 MVA 11/11/18 16:33 MVA - No Injuries 2018089695 MVA - No Injuries WCSOP18035 MVA 11/12/18 15:06 MVA - No Injuries 2018089947 MVA - No Injuries WCSOP18035!g6 VA 11/15/18 16:59 MVA - No Injuries 2018090905 MVA - No Injuries 0 WCSOP18035 3MVA ZUERCHER Page 16 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/16/18 20:28 MVA - No Injuries 2018091271 MVA - No Injuries WCSOP18036(�47 911 11/25/18 15:22 Open Door- Window VA WCSOP180370PEN 11/17/18 18:21 MVA - No Injuries 2018091512 MVA - No Injuries WCSOP18036 MVA 911 11/19/18 22:22 MVA - No Injuries 2018092136 MVA - No Injuries WCSOP18036 MVA 11/21/18 18:49 MVA - No Injuries 2018092779 MVA - No Injuries WCSOP18036(VA 11/23/18 09:06 MVA - No Injuries 2018093184 911 MVA 11/23/18 14:58 MVA - No Injuries 2018093240 MVA - No Injuries WCSOP18036 MVA 911 11/24/18 16:09 MVA - No Injuries 2018093528 MVA - No Injuries WCSOP18036U4 VA 11/24/18 17:24 MVA - No Injuries 2018093549 Agency Assist WCSOP18036 MVA 11/26/18 17:14 MVA - No Injuries 2018094084 MVA - No Injuries WCSOP18037 MVA 11/27/18 13:55 MVA - No Injuries 2018094358 MVA - No Injuries WCSOP180372 8 VA 11/28/18 09:28 MVA - No Injuries 2018094601 MVA - No Injuries WCSOSR018 373 4 11/28/18 16:54 MVA - No Injuries 2018094720 MVA - No Injuries WCSOP18037 MVA 911 11/28/18 18:32 MVA - No Injuries 2018094746 Agency Assist WCSOP18037V3 911 VA 11/30/18 10:19 MVA - No Injuries 2018095197 MVA - No Injuries WCSOP18037 MVA 911 11/30/18 15:02 MVA - No Injuries 2018095272 911 MVA Noise Total: 5 11/11/18 06:51 Noise 2018089608 Noise g WCSOP18035 NOISE 11/19/18 01:32 Noise 2018091858 Noise WCSOP1803626gISE NNNOOOISE 11/22/18 16:50 Noise 2018093027 Noise WCSOP18036 911 11/23/1817:38 Noise 2018093286 Noise WCSOP18036791 NOISE 11/26/18 03:44 Noise 2018093916 Noise WCSOP18037 Noise; Domestic Disturbance Total: 1 11/21/18 09:08 Noise; Domestic 2018092621 Noise Off -Road Vehicle Complaint Total: 1 WCSOP1803654 N81SE; DOMESTIC 11/12/18 09:02 Off -Road Vehicle 2018089879 Off -Road Vehicle Complaint WCSOP18035 48Phone ORV Open Door - Window Total: 2 11/21/18 14:42 Open Door- Window 2018092689 Open Door- Window WCSOP180360P55EN Phone 11/25/18 15:22 Open Door- Window 2018093771 Open Door- Window WCSOP180370PEN Ordinance Violation Total: 1 11/08/18 14:19 Ordinance Violation Parking Total: 13 11/01/1810:48 Parking 2018088787 Ordinance Violation 2018086810 Abandoned Vehicle WCSOP18035 ORDINANCE WCSOP18034 PARKING ZUERCHER Page 17 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/05/1814:35 Parking 2018088006 Parking WCSOP180346-16 11/20/18 14:23 Phone Call 2018092332 RKING 11/05/18 15:14 Parking 2018088014 Parking WCSOP18034 PARKING 11/21/18 03:32 Phone Call 2018092577 Other 11/06/18 07:16 Parking 2018088159 Parking WCSOP18034 PARKING 11/22/18 11:13 Phone Call 2018092968 911 11/07/18 08:16 Parking 2018088412 Parking WCSOP180350P0ARKING 11/23/18 23:38 Phone Call 2018093356 Other 11/08/18 00:59 Parking 2018088647 Parking WCSOP18035 PARKING 11/26/18 14:38 Phone Call 2018094035 Other 11/08/18 01:05 Parking 2018088648 Parking WCSOP18035 PARKING 11/26/18 19:26 Phone Call 2018094131 Other 11/08/18 01:10 Parking 2018088649 Parking WCSOP18035 PARKING 11/09/18 08:55 Parking 2018089054 Parking WCSOP18035 PARKING 11/13/18 13:29 Parking 2018090231 Parking WCSOP18035 PARKINgG 11/13/18 16:18 Parking 2018090289 Parking WCSOP18035 PARKING11 11/29/18 10:58 Parking 2018094919 Parking WCSOP18037 PARKING 11/29/18 14:52 Parking 2018094971 Snowbird WCSOP18037 PARKING Phone Call Total: 7 11/01/18 19:48 Phone Call 2018086965 Other PH 11/20/18 14:23 Phone Call 2018092332 Other PH 11/21/18 03:32 Phone Call 2018092577 Other PH 11/22/18 11:13 Phone Call 2018092968 911 PH 11/23/18 23:38 Phone Call 2018093356 Other PH 11/26/18 14:38 Phone Call 2018094035 Other PH 11/26/18 19:26 Phone Call 2018094131 Other PH POR Check Total: 1 11/07/18 18:47 POR Check 2018088588 Officer POR Probation Check Total: 6 11/07/18 11:04 Probation Check 2018088452 Officer PROB 11/07/18 19:02 Probation Check 2018088591 Officer PROB 11/14/18 20:05 Probation Check 2018090649 Officer PROB 11/14/18 20:13 Probation Check 2018090653 Officer PROB 11/26/18 18:29 Probation Check 2018094117 Officer PROB 11/26/18 18:40 Probation Check 2018094122 Officer PROB Repossession Total: 2 11/05/1815:49 Repossession 2018088022 REPO 11/26/18 09:27 Repossession 2018093949 REPO ZUERCHER Page 18 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Residential Fire Alarm Total: 1 11/02/18 07:08 Residential Fire Alarm 2018087073 Residential Fire Alarm Residential General Alarm Total: 3 Case Number Codes How Reported WCSOP18034 86911 ALARM 11/07/18 08:41 Residential General 2018088419 Residential General Alarm WCSOP18035005 Phone ALARM 11/08/18 10:02 Residential General 2018088727 Residential General Alarm WCSOP18035130 Phone ALARM 11/08/18 12:09 Residential General 2018088756 Residential General Alarm WCSOP18035146 Phone ALARM Residential Medical Alarm Total: 2 11/03/18 14:27 Residential Medical 2018087490 Residential Medical Alarm WCSOP18034630 Phone ALARM 11/03/18 15:13 Residential Medical 2018087501 Residential Medical Alarm WCSOP18034637 Phone ALARM SIA Area Watch Total: 17 11/01/18 21:38 SIA Area Watch 2018086995 SIA 11/01/18 21:42 SIA Area Watch 2018086998 SIA 11/01/18 21:45 SIA Area Watch 2018087000 SIA 11/09/18 02:11 SIA Area Watch 2018088982 SIA 11/09/18 17:19 SIA Area Watch 2018089204 SIA 11/09/18 17:27 SIA Area Watch 2018089208 SIA 11/10/18 21:28 SIA Area Watch 2018089523 SIA 11/15/18 14:04 SIA Area Watch 2018090827 SIA 11/15/18 14:58 SIA Area Watch 2018090856 SIA 11/20/18 00:49 SIA Area Watch 2018092159 SIA 11/20/1819:09 SIA Area Watch 2018092429 SIA 11/21/1818:23 SIA Area Watch 2018092765 SIA 11/24/18 02:12 SIA Area Watch 2018093386 SIA 11/25/18 16:18 SIA Area Watch 2018093787 Officer SIA 11/26/1816:33 SIA Area Watch 2018094076 SIA 11/28/18 02:30 SIA Area Watch 2018094541 SIA 11/29/18 10:26 SIA Area Watch 2018094912 SIA SIA Business Walk Through Total: 7 11/04/18 01:34 SIA Business Walk 2018087649 SIA 11/10/18 20:17 SIA Business Walk 2018089506 SIA 11/11/18 16:36 SIA Business Walk 2018089696 SIA 11/12/18 21:02 SIA Business Walk 2018090040 SIA ZUERCHER Page 19 of 39 Incident Start Date/Time Initial Call CFS # 11/20/18 17:29 SIA Business Walk 2018092396 11/21/18 17:58 SIA Business Walk 2018092760 11/29/18 10:51 SIA Business Walk 2018094916 SIA Foot Patrol Total: 2 11/19/18 09:42 SIA Foot Patrol 2018091935 11/20/18 00:31 SIA Foot Patrol 2018092157 SIA House Check Total: 1 11/09/18 04:39 SIA House Check 2018089008 SIA Other Total: 2 11/02/18 20:52 SIA Other 2018087306 11/19/18 21:20 SIA Other 2018092127 SIA Parks Total: 10 11/01/18 12:47 SIA Parks 2018086842 11/03/1812:53 SIA Parks 2018087472 11/10/18 18:14 SIA Parks 2018089481 11/10/18 18:20 SIA Parks 2018089483 11/10/18 20:46 SIA Parks 2018089512 11/13/18 11:45 SIA Parks 2018090213 11/23/18 20:20 SIA Parks 2018093317 11/27/18 07:38 SIA Parks 2018094259 11/29/18 10:56 SIA Parks 2018094918 11/30/18 01:10 SIA Parks 2018095095 SIA School Check Total: 2 11/02/18 16:37 SIA School Check 2018087215 11/09/18 17:45 SIA School Check 2018089217 SIA Winter Parking Warning Total: 9 11/19/18 02:02 SIA Winter Parking 2018091866 11/19/18 02:07 SIA Winter Parking 2018091867 11/19/18 02:10 SIA Winter Parking 2018091868 11/19/18 02:12 SIA Winter Parking 2018091871 11/19/18 02:26 SIA Winter Parking 2018091872 11/19/18 02:30 SIA Winter Parking 2018091874 Final Incident Case Number Codes How Reported SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA Officer SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA ZU=RCHER Page 20 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/19/18 02:32 SIA Winter Parking 2018091875 SIA 11/19/18 02:37 SIA Winter Parking 2018091876 SIA 11/29/18 02:40 SIA Winter Parking 2018094832 SIA Sign - Signal Repair Total: 1 11/25/18 19:15 Sign - Signal Repair 2018093829 Officer SIGNREP Snowbird Total: 126 11/15/18 04:59 Snowbird 2018090728 Snowbird WCSOP18035 SNOWBIRD 11/19/18 04:18 Snowbird 2018091881 Snowbird WCSOP180362-7NOWBIRD 11/19/18 04:26 Snowbird 2018091882 Snowbird WCSOP18036277 SNOWBIRD 11/19/18 04:32 Snowbird 2018091883 Snowbird WCSOP18036 Sg SNOWBIRD 11/19/18 04:34 Snowbird 2018091884 Snowbird WCSOP180362-7NOWBIRD 11/20/18 05:16 Snowbird 2018092206 Snowbird WCSOP18036396 SNOWBIRD 11/21/1802:03 Snowbird 2018092551 Snowbird WCSOP18036 SNOWBIRD 11/21/18 02:07 Snowbird 2018092554 Snowbird WCSOP18036511 SNOWBIRD 11/21/18 02:09 Snowbird 2018092555 Snowbird WCSOP18036513 SNOWBIRD 11/21/18 02:14 Snowbird 2018092556 Snowbird WCSOP18036514 SNOWBIRD 11/21/18 02:15 Snowbird 2018092558 Snowbird WCSOP18036515 SNOWBIRD 11/21/18 02:18 Snowbird 2018092559 Snowbird WCSOP18036516 SNOWBIRD 11/21/18 02:21 Snowbird 2018092562 Snowbird WCSOP18036517 SNOWBIRD 11/21/18 02:23 Snowbird 2018092563 Snowbird WCSOP18036518 SNOWBIRD 11/21/18 02:26 Snowbird 2018092564 Snowbird WCSOP18036519 SNOWBIRD 11/21/1802:32 Snowbird 2018092566 Snowbird WCSOP18036 SNOWBIRD 11/21/18 02:36 Snowbird 2018092568 Snowbird WCSOP18036521 SNOWBIRD 11/21/18 02:46 Snowbird 2018092570 Snowbird WCSOP18036522 SNOWBIRD 11/21/1802:54 Snowbird 2018092571 Snowbird WCSOP18036 SNOWBIRD 11/22/18 02:17 Snowbird 2018092911 Snowbird WCSOP18036646 SNOWBIRD 11/22/18 02:21 Snowbird 2018092913 Snowbird WCSOP18036647 SNOWBIRD 11/22/18 02:24 Snowbird 2018092914 Snowbird WCSOP18036 Sg SNOWBIRD 11/22/18 02:25 Snowbird 2018092916 Snowbird WCSOP18036649 SNOWBIRD 11/22/18 02:27 Snowbird 2018092917 Snowbird WCSOP18036650 SNOWBIRD 11/22/18 02:29 Snowbird 2018092921 Snowbird WCSOP18036651 SNOWBIRD 11/22/18 02:34 Snowbird 2018092923 Snowbird WCSOP18036653 SNOWBIRD ZUERCHER Page 21 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/22/18 02:45 Snowbird 2018092925 Snowbird WCSOP18036654 SNOWBIRD 11/22/18 02:49 Snowbird 2018092926 Snowbird WCSOP18036655 SNOWBIRD 11/22/18 02:54 Snowbird 2018092927 Snowbird WCSOP18036657 SNOWBIRD 11/23/18 04:52 Snowbird 2018093158 Snowbird WCSOP18036 Sg SNOWBIRD 11/24/18 02:00 Snowbird 2018093379 Snowbird WCSOP18036818 SNOWBIRD 11/24/18 02:02 Snowbird 2018093380 Snowbird WCSOP18036819 SNOWBIRD 11/24/18 02:04 Snowbird 2018093381 Snowbird WCSOP18036 Sp SNOWBIRD 11/24/18 02:06 Snowbird 2018093382 Snowbird WCSOP1803682NOWBIRD 11/24/18 02:08 Snowbird 2018093383 Snowbird WCSOP18036822 SNOWBIRD 11/24/18 02:12 Snowbird 2018093385 Snowbird WCSOP18036 S55 SNOWBIRD 11/24/18 02:14 Snowbird 2018093387 Snowbird WCSOP18036826 SNOWBIRD 11/24/18 02:16 Snowbird 2018093389 Snowbird WCSOP18036827 SNOWBIRD 11/24/18 02:18 Snowbird 2018093390 Snowbird WCSOP18036 Sgg SNOWBIRD 11/24/18 02:23 Snowbird 2018093391 Snowbird WCSOP18036830 SNOWBIRD 11/24/18 02:24 Snowbird 2018093392 Snowbird WCSOP18036831 SNOWBIRD 11/24/18 02:25 Snowbird 2018093393 Snowbird WCSOP18036832 SNOWBIRD 11/24/18 02:29 Snowbird 2018093395 Snowbird WCSOP18036833 SNOWBIRD 11/24/18 02:29 Snowbird 2018093396 Snowbird WCSOP18036834 SNOWBIRD 11/24/18 02:31 Snowbird 2018093398 Snowbird WCSOP18036 SNOWBIRD 11/24/18 02:33 Snowbird 2018093399 Snowbird WCSOP18036837 SNOWBIRD 11/24/18 02:37 Snowbird 2018093400 Snowbird WCSOP18036838 SNOWBIRD 11/24/18 02:37 Snowbird 2018093401 Snowbird WCSOP18036 SNOWBIRD 11/24/18 02:39 Snowbird 2018093403 Snowbird WCSOP18036841 SNOWBIRD 11/25/18 02:04 Snowbird 2018093661 Snowbird WCSOP18036946 SNOWBIRD 11/25/18 02:36 Snowbird 2018093666 Snowbird WCSOP18036 SNOWBIRD 11/25/18 02:37 Snowbird 2018093668 Snowbird WCSOP18036952 SNOWBIRD 11/25/18 02:41 Snowbird 2018093669 Snowbird WCSOP18036953 SNOWBIRD 11/25/18 02:41 Snowbird 2018093670 Snowbird WCSOP18036 SNOWBIRD 11/25/18 02:44 Snowbird 2018093673 Snowbird WCSOP18036957 SNOWBIRD 11/25/18 02:47 Snowbird 2018093675 Snowbird WCSOP18036960 SNOWBIRD 11/25/18 02:49 Snowbird 2018093677 Snowbird WCSOP18036962 SNOWBIRD 11/25/18 02:51 Snowbird 2018093678 Snowbird WCSOP18036963 SNOWBIRD 11/25/18 02:53 Snowbird 2018093680 Snowbird WCSOP18036965 SNOWBIRD ZUERCHER Page 22 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/25/18 02:56 Snowbird 2018093682 Snowbird WCSOP18036967 SNOWBIRD 11/25/18 02:57 Snowbird 2018093683 Snowbird WCSOP18036968 SNOWBIRD 11/25/18 02:58 Snowbird 2018093684 Snowbird WCSOP18036969 SNOWBIRD 11/25/18 04:12 Snowbird 2018093687 Snowbird WCSOP18036 Sp SNOWBIRD 11/25/18 04:18 Snowbird 2018093688 Snowbird WCSOP18036971 SNOWBIRD 11/25/18 04:28 Snowbird 2018093690 Snowbird WCSOP18036972 SNOWBIRD 11/25/18 04:34 Snowbird 2018093691 Snowbird WCSOP18036974 SNOWBIRD 11/25/18 04:38 Snowbird 2018093693 Snowbird WCSOP18036975 SNOWBIRD 11/25/18 04:42 Snowbird 2018093694 Snowbird WCSOP18036977 SNOWBIRD 11/25/18 04:46 Snowbird 2018093695 Snowbird WCSOP18036 Sgg SNOWBIRD 11/26/18 02:10 Snowbird 2018093896 Snowbird WCSOP18037047 SNOWBIRD 11/26/18 02:22 Snowbird 2018093898 Snowbird WCSOP18037049 SNOWBIRD 11/26/18 02:40 Snowbird 2018093907 Snowbird WCSOP18037057 SNOWBIRD 11/26/18 02:44 Snowbird 2018093909 Snowbird WCSOP18037059 SNOWBIRD 11/26/18 02:50 Snowbird 2018093910 Snowbird WCSOP18037060 SNOWBIRD 11/26/18 02:56 Snowbird 2018093912 Snowbird WCSOP18037062 SNOWBIRD 11/26/18 04:11 Snowbird 2018093918 Snowbird WCSOP18037066 SNOWBIRD 11/26/18 04:30 Snowbird 2018093920 Snowbird WCSOP18037068 SNOWBIRD 11/26/18 04:41 Snowbird 2018093921 Snowbird WCSOP18037 SNOWBIRD 11/27/18 02:00 Snowbird 2018094212 Snowbird WCSOP18037165 SNOWBIRD 11/27/18 02:02 Snowbird 2018094213 Snowbird WCSOP18037166 SNOWBIRD 11/27/18 02:03 Snowbird 2018094214 Snowbird WCSOP18037167 SNOWBIRD 11/27/18 02:07 Snowbird 2018094216 Snowbird WCSOP18037169 SNOWBIRD 11/27/18 02:07 Snowbird 2018094217 Snowbird WCSOP18037170 SNOWBIRD 11/27/18 02:13 Snowbird 2018094219 Snowbird WCSOP18037 Sg SNOWBIRD 11/27/18 02:13 Snowbird 2018094220 Snowbird WCSOP18037171 SNOWBIRD 11/27/18 02:17 Snowbird 2018094221 Snowbird WCSOP18037174 SNOWBIRD 11/27/18 02:19 Snowbird 2018094224 Snowbird WCSOP18037 Sgg SNOWBIRD 11/27/18 02:21 Snowbird 2018094226 Snowbird WCSOP18037177 SNOWBIRD 11/27/18 02:25 Snowbird 2018094228 Snowbird WCSOP18037179 SNOWBIRD 11/27/18 02:26 Snowbird 2018094229 Snowbird WCSOP18037 Sp SNOWBIRD 11/27/18 02:27 Snowbird 2018094231 Snowbird WCSOP18037181 SNOWBIRD 11/27/18 02:35 Snowbird 2018094233 Snowbird WCSOP18037183 SNOWBIRD ZUERCHER Page 23 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/27/18 02:39 Snowbird 2018094236 Snowbird WCSOP18037184 SNOWBIRD 11/27/18 02:42 Snowbird 2018094239 Snowbird WCSOP18037187 SNOWBIRD 11/28/18 02:15 Snowbird 2018094533 Snowbird WCSOP18037282 SNOWBIRD 11/28/18 02:18 Snowbird 2018094534 Snowbird WCSOP18037 Sg SNOWBIRD 11/28/18 02:19 Snowbird 2018094535 Snowbird WCSOP180372-8NOWBIRD 11/28/18 02:21 Snowbird 2018094536 Snowbird WCSOP18037285 SNOWBIRD 11/28/18 02:23 Snowbird 2018094538 Snowbird WCSOP18037 Sg SNOWBIRD 11/28/18 02:26 Snowbird 2018094539 Snowbird WCSOP180372-8NOWBIRD 11/28/18 02:28 Snowbird 2018094540 Snowbird WCSOP18037288 SNOWBIRD 11/28/18 02:32 Snowbird 2018094542 Snowbird WCSOP18037 Sg SNOWBIRD 11/28/18 02:36 Snowbird 2018094543 Snowbird WCSOP180372-9NOWBIRD 11/28/18 02:39 Snowbird 2018094545 Snowbird WCSOP18037292 SNOWBIRD 11/28/18 02:42 Snowbird 2018094549 Snowbird WCSOP18037294 SNOWBIRD 11/28/18 02:43 Snowbird 2018094550 Snowbird WCSOP180372-9NOWBIRD 11/28/18 02:46 Snowbird 2018094552 Snowbird WCSOP18037297 SNOWBIRD 11/28/18 02:49 Snowbird 2018094555 Snowbird WCSOP18037 SNOWBIRD 11/28/18 02:49 Snowbird 2018094556 Snowbird WCSOP18037301 SNOWBIRD 11/28/18 02:54 Snowbird 2018094558 Snowbird WCSOP18037303 SNOWBIRD 11/28/18 02:56 Snowbird 2018094559 Snowbird WCSOP18037304 SNOWBIRD 11/28/18 02:59 Snowbird 2018094560 Snowbird WCSOP18037305 SNOWBIRD 11/28/18 04:16 Snowbird 2018094561 Snowbird WCSOP18037306 SNOWBIRD 11/29/18 02:00 Snowbird 2018094809 Snowbird WCSOP18037 SNOWBIRD 11/29/18 02:01 Snowbird 2018094810 Snowbird WCSOP18037415 SNOWBIRD 11/29/18 02:03 Snowbird 2018094812 Snowbird WCSOP18037416 SNOWBIRD 11/29/18 02:06 Snowbird 2018094813 Snowbird WCSOP18037 gg SNOWBIRD 11/29/18 02:12 Snowbird 2018094818 Snowbird WCSOP18037421 SNOWBIRD 11/29/18 02:15 Snowbird 2018094819 Snowbird WCSOP18037422 SNOWBIRD 11/29/18 02:24 Snowbird 2018094823 Snowbird WCSOP18037 Sg SNOWBIRD 11/29/18 02:33 Snowbird 2018094828 Snowbird WCSOP18037431 SNOWBIRD 11/29/18 02:36 Snowbird 2018094830 Snowbird WCSOP18037432 SNOWBIRD 11/30/18 02:13 Snowbird 2018095117 Snowbird WCSOP18037544 SNOWBIRD 11/30/18 02:24 Snowbird 2018095123 Snowbird WCSOP18037550 SNOWBIRD 11/30/18 02:37 Snowbird 2018095126 Snowbird WCSOP18037555 SNOWBIRD ZUERCHER Page 24 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/30/18 02:46 Snowbird 2018095127 Snowbird WCSOP18037 SNOWBIRD Stoparm Violation Total: 4 11/06/18 17:27 Stoparm Violation 2018088294 Stoparm Violation 443g pp�� WCSOP18034STOPARMher 11/07/18 17:27 Stoparm Violation 2018088551 Stoparm Violation WCSOP18035 6OPAROpther 11/27/18 17:27 Stoparm Violation 2018094420 Stoparm Violation WCSOP18037S53T6g 11/30/18 17:58 Stoparm Violation 2018095323 Stoparm Violation WCSOP18037STOPAROptt�her BgOPAR Mher Suspicious - Circumstances Total: 23 11/02/18 11:34 Suspicious - 2018087137 Suspicious - Circumstances WCSOP18034 51U Cone 11/02/18 16:05 Suspicious - 2018087204 Suspicious - Circumstances WCSOP18034 SUSPCIRC ne 11/06/18 12:02 Suspicious - 2018088222 Suspicious - Circumstances Ph Phone WCSOP18034 SUSPCIRC 11/06/18 12:37 Suspicious - 2018088230 Suspicious - Circumstances WCSOP18034 SUSPCIRCone 11/06/18 17:54 Suspicious - 2018088303 Suspicious - Circumstances WCSOP18034 SUSPCIRC ne 11/07/18 15:38 Suspicious - 2018088513 Suspicious - Circumstances WCSOP18035 SUSPCIPhone RC 11/08/18 11:43 Suspicious - 2018088749 Suspicious - Circumstances WCSOP18035 SUSPCIRCone 11/08/18 17:48 Suspicious - 2018088848 Suspicious - Circumstances WCSOP18035 88SPCIRCne 11/09/18 10:32 Suspicious - 2018089080 Suspicious - Circumstances WCSOP18035 SUSPCIPhone RC 11/09/18 11:18 Suspicious - 2018089091 Lost - Found Property WCSOP180352-67 USPCIRCone 11/12/18 22:24 Suspicious - 2018090068 Suspicious - Circumstances WCSOP18035 26SPCIRCne 11/14/18 05:46 Suspicious - 2018090457 Suspicious - Circumstances WCSOP18035 SUSPCIPhone 11/14/18 16:16 Suspicious - 2018090598 Suspicious - Circumstances WCSOP18035 SUSPCIRCone 11/15/18 13:26 Suspicious - 2018090819 Unwanted Person WCSOP18035 SU60ppSPCIRCne 11/16/18 15:11 Suspicious - 2018091171 Suspicious - Circumstances WCSOSR0180 14USPCIRC 11/18/18 15:04 Suspicious - 2018091730 Suspicious - Circumstances WCSOP1803622USPCIRCone S 11/19/18 11:23 Suspicious - 2018091960 Suspicious - Circumstances WCSOP18036 15SPCIRC 11/21/18 04:40 Suspicious - 2018092582 Suspicious - Circumstances WCSOP18036 SUSPCIPhone 11/27/18 05:24 Suspicious - 2018094249 Suspicious - Circumstances WCSOP18037 SUSPCIRCone 11/27/18 10:41 Suspicious - 2018094308 Suspicious - Circumstances WCSOSRO18 SUSPCIRC 11/28/18 14:23 Suspicious - 2018094680 Suspicious - Circumstances Phone WCSOP18037 SUSPCIRC 11/29/18 15:38 Suspicious - 2018094981 Suspicious - Circumstances WCSOP18037 SUSPCIRCone 11/29/18 15:57 Suspicious - 2018094987 Suspicious - Circumstances WCSOP18037 SUSPCIRCne Suspicious - Circumstances; Check Welfare Total: 1 11/29/18 13:00 Suspicious - 2018094944 Warrant - Arrest WCSOP18037471 Phone SUSPCIRC; CHKWELF ZUERCHER Page 25 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported Suspicious - Item Total: 1 11/21/18 21:58 Suspicious - Item 2018092844 Theft - Shoplifting Suspicious - Person - Vehicle Total: 22 11/01/18 09:17 Suspicious - Person - 2018086788 11/02/18 09:53 Suspicious - Person - 2018087114 11/02/18 20:30 Suspicious - Person - 2018087302 11/04/18 01:57 Suspicious - Person - 2018087651 11/05/18 23:11 Suspicious - Person - 2018088107 11/07/18 18:09 Suspicious - Person - 2018088570 11/08/18 00:05 Suspicious - Person - 2018088640 11/08/18 10:38 Suspicious - Person - 2018088736 11/08/18 17:29 Suspicious - Person - 2018088838 11/14/18 08:34 Suspicious - Person - 2018090473 11/14/18 17:45 Suspicious - Person - 2018090617 11/15/18 23:06 Suspicious - Person - 2018090997 11/16/18 21:37 Suspicious - Person - 2018091297 11/18/18 01:46 Suspicious - Person - 2018091613 11/19/18 12:57 Suspicious - Person - 2018091987 11/20/18 17:41 Suspicious - Person - 2018092403 11/22/18 00:31 Suspicious - Person - 2018092890 11/24/18 22:02 Suspicious - Person - 2018093617 11/25/18 06:52 Suspicious - Person - 2018093702 11/26/18 03:22 Suspicious - Person - 2018093914 11/26/18 15:12 Suspicious - Person - 2018094048 11/27/18 17:52 Suspicious - Person - 2018094428 Theft Total: 10 11/05/18 09:52 WCSOP18035 5EFT Theft 2018087947 11/08/1812:55 Theft 2018088770 11/08/1814:56 Theft 2018088793 11/13/1813:55 WCSOP18035EFT Theft 2018090235 11/14/1812:13 Theft 2018090528 11/21/1812:52 Theft 2018092666 WCSOP18036 SUSPITEhone Suspicious - Person - Vehicle WCSOP18034 SUSPPV hone Suspicious -Person -Vehicle WCSOP18034 SUSPPV hone Suspicious -Person -Vehicle WCSOP18034 SU8SPPVhone Suspicious - Person - Vehicle WCSOP18034 SUSPPV hone Suspicious -Person -Vehicle WCSOP18034860 Phone SUSPPV Suspicious -Person -Vehicle WCSOP18035 SU6SPPVhone Suspicious - Person - Vehicle WCSOP18035 SUSPPV hone Suspicious -Person -Vehicle WCSOP18035 SUSPPV hone Suspicious -Person -Vehicle WCSOP18035 SU6SPPVhone Suspicious - Person - Vehicle WCSOP18035 SUSPPV hone Suspicious -Person -Vehicle WCSOP18035 SUSPPV hone Suspicious -Person -Vehicle WCSOP18035 SU7SPPVhone Suspicious - Person - Vehicle WCSOP18036 SUSPPV hone Suspicious -Person -Vehicle WCSOP18036 SUSPPV hone Suspicious -Person -Vehicle WCSOP18036 SUSPPV hone Suspicious - Person - Vehicle WCSOP18036 SUSPPV hone Suspicious -Person -Vehicle WCSOP18036 SUSPPV hone Suspicious -Person -Vehicle WCSOP18036 SUSPPV hone Suspicious - Person - Vehicle WCSOP18036 SUSPPV hone Suspicious -Person -Vehicle WCSOP18037063 911 SUSPPV Check Welfare WCSOP18037 119V UOSPPV11 Suspicious - Person - Vehicle WCSOP18037 SUSPPV hone Civil Complaint WCSOP18034788EFT Phone I FI Theft WCSOP18035 5EFT Phone TH Theft WCSOP18035 63Phone THEFT Theft WCSOP18035EFT Phone Theft WCSOP18035 91Phone THEFT Theft WCSOP18036,5r63EFT Phone ZUERCHER Page 26 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/25/18 06:55 Theft 2018093703 Theft WCSOP180369EFT Phone 11/11/18 17:03 Theft - Gas Drive Off 11/16/18 11:04 Theft - Gas Drive Off 11/16/18 11:46 Theft - Gas Drive Off 11/27/1815:29 Theft 2018094386 Theft WCSOP18037255 911 11/23/18 21:10 Theft - Gas Drive Off 11/24/18 16:30 Theft - Gas Drive Off THEFT Theft - Gas Drive Off 11/28/1815:35 Theft 2018094698 Theft WCSOP18037361 Phone THEFT 11/30/1813:02 Theft 2018095243 Theft WCSOP18037602EFT Phone TH Theft - From Vehicle Total: 1 11/13/18 11:56 Theft - From Vehicle Theft - Gas Drive Off Total: 18 11/02/18 16:02 Theft - Gas Drive Off 11/04/18 11:40 Theft - Gas Drive Off 11/05/18 22:08 Theft - Gas Drive Off 11/09/18 10:12 Theft - Gas Drive Off 11/10/18 10:39 Theft - Gas Drive Off 11/10/18 11:27 Theft - Gas Drive Off 11/11/18 17:03 Theft - Gas Drive Off 11/16/18 11:04 Theft - Gas Drive Off 11/16/18 11:46 Theft - Gas Drive Off 11/17/18 22:27 Theft - Gas Drive Off 11/21/18 07:40 Theft - Gas Drive Off 11/22/18 13:28 Theft - Gas Drive Off 11/23/18 21:10 Theft - Gas Drive Off 11/24/18 16:30 Theft - Gas Drive Off 11/26/18 20:13 Theft - Gas Drive Off 11/28/18 10:44 Theft - Gas Drive Off 11/28/18 11:27 Theft - Gas Drive Off 11/30/18 05:20 Theft - Gas Drive Off Theft - Shoplifting Total: 9 11/04/18 11:40 Theft - Shoplifting 11/09/18 05:19 Theft - Shoplifting 11/09/18 12:28 Theft - Shoplifting 11/12/18 12:09 Theft - Shoplifting 11/12/18 16:15 Theft - Shoplifting 11/15/18 20:20 Theft - Shoplifting 2018090216 Theft - From Vehicle 2018087202 2018087709 2018088099 2018089076 2018089398 2018089407 2018089706 2018091099 2018091108 2018091573 2018092600 2018092994 2018093326 2018093537 2018094144 2018094615 2018094631 2018095129 2018087708 2018089013 2018089113 2018089914 2018089972 2018090962 Theft - Gas Drive Off Theft - Gas Drive Off Civil Complaint Theft - Gas Drive Off Civil Complaint Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Gas Drive Off Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting WCSOP18035Cl72 FTVEH WCSOP18034 THEFTGAS ne WCSOP18034 THEFTGAS ne WCSOP18034$9HEFTG h ne WCSOP18035 THEFTGAS ne WCSOP18035 THEFTGAS ne WCSOP18035EFTG h ne WCSOP18035 THEFTGAS ne WCSOP18035 THEFTGAS ne WCSOP1803599HEFTG h ne WCSOP18036 THEFTGAS ne WCSOP18036 THEFTGAS ne WCSOP18036 EFTG h ne WCSOP18036 THEFTGAS ne WCSOP18036 THEFTGAS ne WCSOP18037 THEFTGAS ne WCSOP18037 THEFTGAS ne WCSOP18037 THEFTGAS ne WCSOP1803755HEFTGA1 WCSOP18034709EFTA101 P WCSOP18035229 Phone THEFTSHOP WCSOP18035276 Phone THEFTSHOP WCSOP180355g?EFTSHOP WCSOP18035587 Phone THEFTSHOP WCSOP180359r46EFTSHO ne ZUERCHER Page 27 of 39 Incident Start Date/Time Initial Call 11/16/18 17:30 Theft - Shoplifting 11/18/18 19:53 Theft - Shoplifting 11/27/18 16:13 Theft - Shoplifting CFS # Final Incident Case Number Codes How Reported 2018091227 Theft - Shoplifting WCSOP1803691'35EFTSHOP 2018091804 Theft - Shoplifting WCSOP18036THEFTSHOne 2018094400 Suspicious -Circumstances WCSOP18037THEFTSHOne Theft; Stolen - Vehicle Total: 1 11/07/18 08:42 Theft; Stolen - Vehicle 2018088420 Theft Threats Total: 6 WCSOP18035MO Phon EFT; STM/EH 11/06/18 19:28 Threats 2018088323 Threats WCSOP18034Y&EATS 1 11/14/18 15:56 Threats 2018090587 School Threats WCSOSRO18035813 11/04/18 00:58 Traffic - Complaint THREATS 11/15/18 20:02 Threats 2018090958 Threats WCSOP18035944 Phone 2018088060 Traffic - Complaint WCSOP18034 T 9 Phone THREATS 11/18/18 05:49 Threats 2018091633 Threats 1 WCSOP18036189TH 11/09/18 15:41 Traffic - Complaint 2018089170 Traffic - Complaint REATS 11/20/18 14:33 Threats 2018092334 Juvenile - Complaint WCSOP18036THREATS one WCSOP18035�P4 Phone 11/10/18 23:13 Traffic - Complaint 2018089540 11/20/1817:47 Threats 2018092407 Threats WCSOP18036482 Phone THREATS Traffic - Complaint Total: 21 11/01/18 17:15 Traffic - Complaint 2018086922 Traffic - Complaint WCSOP180344T39 Phone 11/04/18 00:58 Traffic - Complaint 2018087643 Traffic - Complaint WCSOP18034Y4 911 11/05/18 18:30 Traffic - Complaint 2018088060 Traffic - Complaint WCSOP18034 T 9 Phone 11/09/18 15:41 Traffic - Complaint 2018089170 Traffic - Complaint WCSOP180904 Phone 11/10/18 11:59 Traffic - Complaint 2018089409 Traffic - Complaint WCSOP18035�P4 Phone 11/10/18 23:13 Traffic - Complaint 2018089540 Traffic - Complaint WCSOP18035 T 6 Phone 11/15/18 13:41 Traffic - Complaint 2018090822 Traffic - Complaint WCSOP18035Y O 911 11/15/18 16:38 Traffic - Complaint 2018090896 Traffic - Complaint WCSOP18035Y9 Phone 11/16/18 21:27 Traffic - Complaint 2018091296 Traffic - Complaint WCSOP18036 T 9 911 11/19/18 11:46 Traffic - Complaint 2018091967 Traffic - Complaint WCSOP1803920 Phone 11/19/18 20:53 Traffic - Complaint 2018092119 Traffic - Complaint WCSOP18036Y6 Phone 11/20/18 01:10 Traffic - Complaint 2018092163 Traffic - Complaint WCSOP18036 T 8 Phone 11/20/18 11:39 Traffic - Complaint 2018092287 Traffic - Complaint WCSOP18036 T 2 Phone 11/21/18 10:50 Traffic - Complaint 2018092645 Traffic - Complaint WCSOP18036553 TT 911 11/22/18 19:19 Traffic - Complaint 2018093068 911 11/23/18 17:39 Traffic - Complaint 2018093287 Traffic - Complaint WCSOP180367?0 Phone 11/26/18 07:06 Traffic - Complaint 2018093928 Traffic - Complaint WCSOP18037Y5 911 11/26/18 07:57 Traffic - Complaint 2018093936 Traffic - Complaint WCSOP18037 T 0 Phone 11/27/18 22:03 Traffic- Complaint 2018094493 DUI WCSOP18037T 5 911 ZUERCHER Page 28 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/30/18 15:07 Traffic - Complaint 2018095275 Traffic - Complaint WCSOP18037Y9 Phone 11/30/18 16:46 Traffic - Complaint 2018095293 T 911 Traffic - Complaint; MVA - No Injuries Total: 1 11/15/18 18:03 Traffic - Complaint; 2018090930 Traffic - Complaint WCSOP18035935 911 T; MVA Traffic Stop Total: 320 11/01/18 02:32 Traffic Stop 2018086743 Traffic Stop WCSOP18034T6S7 Officer 11/01/18 12:03 Traffic Stop 2018086825 Officer TS 11/01/18 14:18 Traffic Stop 2018086864 Officer TS 11/01/18 14:21 Traffic Stop 2018086866 Officer TS 11/01/18 15:59 Traffic Stop 2018086896 Officer TS 11/01/18 21:44 Traffic Stop 2018086999 Officer TS 11/02/18 00:36 Traffic Stop 2018087034 Officer TS 11/02/18 01:02 Traffic Stop 2018087036 Officer TS 11/02/18 02:17 Traffic Stop 2018087052 Officer TS 11/02/18 10:07 Traffic Stop 2018087118 Officer TS 11/02/18 11:34 Traffic Stop 2018087138 Officer TS 11/02/18 13:35 Traffic Stop 2018087161 Officer TS 11/02/18 13:40 Traffic Stop 2018087164 Officer TS 11/02/18 15:43 Traffic Stop 2018087196 Officer TS 11/02/18 19:19 Traffic Stop 2018087276 Officer TS 11/02/18 19:27 Traffic Stop 2018087283 Officer TS 11/02/18 19:46 Traffic Stop 2018087291 Officer TS 11/02/18 19:57 Traffic Stop 2018087294 Officer TS 11/02/18 20:09 Traffic Stop 2018087297 Officer TS 11/02/18 21:21 Traffic Stop 2018087318 Officer TS 11/02/18 23:33 Traffic Stop 2018087362 Officer TS 11/03/18 00:23 Traffic Stop 2018087372 Traffic Stop WCSOP18034 Officer T8S8 11/03/18 01:09 Traffic Stop 2018087380 Officer TS 11/03/18 01:34 Traffic Stop 2018087386 Officer TS 11/03/18 10:17 Traffic Stop 2018087439 Officer TS 11/03/18 10:28 Traffic Stop 2018087441 Officer TS 11/03/18 11:00 Traffic Stop 2018087448 Officer TS ZUERCHER Page 29 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/03/18 11:08 Traffic Stop 2018087452 Officer TS 11/03/18 11:48 Traffic Stop 2018087459 Officer TS 11/03/18 12:01 Traffic Stop 2018087461 Officer TS 11/03/18 12:24 Traffic Stop 2018087465 Officer TS 11/03/18 13:58 Traffic Stop 2018087483 Officer TS 11/03/18 14:06 Traffic Stop 2018087485 Officer TS 11/03/18 16:45 Traffic Stop 2018087518 Officer TS 11/03/18 17:42 Traffic Stop 2018087531 Officer TS 11/03/18 19:18 Traffic Stop 2018087560 Officer TS 11/03/18 20:30 Traffic Stop 2018087581 Officer TS 11/03/18 21:00 Traffic Stop 2018087594 Officer TS 11/03/18 21:13 Traffic Stop 2018087599 Officer TS 11/03/18 22:13 Traffic Stop 2018087614 Officer TS 11/04/18 09:40 Traffic Stop 2018087688 Officer TS 11/04/18 10:40 Traffic Stop 2018087696 Traffic Stop WCSOP18034 05 Officer TS 11/04/18 14:51 Traffic Stop 2018087733 Officer TS 11/04/18 17:04 Traffic Stop 2018087761 Officer TS 11/04/18 17:12 Traffic Stop 2018087764 Officer TS 11/04/18 20:45 Traffic Stop 2018087823 Officer TS 11/04/18 23:24 Traffic Stop 2018087865 Traffic Stop 5S8 WCSOP180347T Officer 11/05/18 00:40 Traffic Stop 2018087877 Officer TS 11/05/18 09:53 Traffic Stop 2018087948 Officer TS 11/05/18 11:30 Traffic Stop 2018087969 Officer TS 11/05/18 11:45 Traffic Stop 2018087974 TS 11/05/18 12:47 Traffic Stop 2018087984 Officer TS 11/05/18 12:51 Traffic Stop 2018087986 Traffic Stop WCSOP18034 0 11/05/18 15:13 Traffic Stop 2018088013 Officer TS 11/05/18 20:12 Traffic Stop 2018088078 Officer TS 11/06/18 00:40 Traffic Stop 2018088127 Officer TS 11/06/18 01:01 Traffic Stop 2018088130 Officer TS 11/06/18 01:14 Traffic Stop 2018088131 Suspicious -Circumstances WCSOP18034$r6S7 Officer 11/06/18 01:39 Traffic Stop 2018088133 Officer TS 11/06/18 02:10 Traffic Stop 2018088135 DUI WCSOP18034T6S8 Officer ZUERCHER Page 30 of 39 Incident Start Date/Time 11/06/18 11:09 11/06/18 12:23 11/06/18 13:31 11/06/18 13:54 11/06/18 22:43 11/06/18 22:48 11/06/18 23:33 11/06/18 23:56 11/07/18 14:04 11/07/18 16:03 11/07/18 17:45 11/07/18 23:49 11/07/18 23:56 11/08/18 00:07 11/08/18 00:56 11/08/18 00:58 11/08/18 01:10 11/08/18 05:19 11/08/18 12:07 11/08/18 13:20 11/08/18 22:10 11/08/18 23:27 11/09/18 14:57 11/09/18 15:20 11/09/18 16:58 11/09/18 17:23 11/09/18 17:35 11/09/18 18:44 11/10/18 20:51 11/10/18 21:02 11/10/18 21:16 11/10/18 21:33 11/10/18 23:41 Initial Call Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop CFS # 2018088205 2018088228 2018088241 2018088250 2018088353 2018088354 2018088358 2018088361 2018088484 2018088519 2018088558 2018088635 2018088637 2018088641 2018088645 2018088646 2018088650 2018088680 2018088754 2018088776 2018088932 2018088946 2018089154 2018089164 2018089194 2018089206 2018089212 2018089234 2018089514 2018089517 2018089522 2018089526 2018089548 Final Incident Traffic Stop Warrant - Arrest Traffic Stop Traffic Stop Traffic Stop Traffic Stop Traffic Stop Case Number Codes How Reported TS Officer TS TS WCSOP18034�250 TS TS TS WCSOP18034 TS TS WCSOP1803594 WCSOP18035 TS TS TS TS TS TS TS WCSOP18035 0 TS WCSOP18035 TS TS TS TS TS TS TS TS TS TS TS TS TS TS WCSOP18035 2 TS Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer Officer ZUERCHER Page 31 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/11/18 00:17 Traffic Stop 2018089556 Officer TS 11/11/18 12:20 Traffic Stop 2018089643 Officer TS 11/11/18 13:26 Traffic Stop 2018089653 Officer TS 11/11/18 13:39 Traffic Stop 2018089656 Officer TS 11/11/18 14:03 Traffic Stop 2018089663 Officer TS 11/11/18 15:14 Traffic Stop 2018089679 Officer TS 11/11/18 23:02 Traffic Stop 2018089796 Officer TS 11/12/18 02:20 Traffic Stop 2018089838 Officer TS 11/12/18 02:49 Traffic Stop 2018089846 Traffic Stop WCSOP18035T3S1 Officer 11/12/18 11:12 Traffic Stop 2018089902 Officer TS 11/12/18 11:49 Traffic Stop 2018089911 Traffic Stop WCSOP18035T6S1 Officer 11/12/18 13:36 Traffic Stop 2018089930 Officer TS 11/12/18 14:57 Traffic Stop 2018089945 Officer TS 11/12/18 16:11 Traffic Stop 2018089970 Traffic Stop WCSOP180355T 9S0 Officer 11/12/18 20:58 Traffic Stop 2018090038 Officer TS 11/12/18 21:22 Traffic Stop 2018090045 Officer TS 11/12/18 21:44 Traffic Stop 2018090051 Drugs WCSOP180356T 2S7 Officer 11/13/18 00:09 Traffic Stop 2018090084 Officer TS 11/13/18 00:31 Traffic Stop 2018090088 Officer TS 11/13/18 01:06 Traffic Stop 2018090094 Officer TS 11/13/18 01:24 Traffic Stop 2018090097 Officer TS 11/13/18 02:30 Traffic Stop 2018090124 Officer TS 11/13/18 05:55 Traffic Stop 2018090144 Officer TS 11/13/18 06:40 Traffic Stop 2018090146 Traffic Stop WCSOP18035 43 Officer TS 11/13/18 07:02 Traffic Stop 2018090148 Traffic Stop WCSOP18035Y4 Officer 11/13/18 07:15 Traffic Stop 2018090150 Traffic Stop WCSOP18035 4 Officer 11/13/18 07:22 Traffic Stop 2018090153 Traffic Stop WCSOP18035 47 Officer TS 11/13/18 07:37 Traffic Stop 2018090160 Traffic Stop WCSOP18035Y Officer 11/13/18 07:41 Traffic Stop 2018090162 Officer TS 11/13/18 10:04 Traffic Stop 2018090186 Officer TS 11/13/18 16:14 Traffic Stop 2018090286 Officer TS 11/13/18 16:53 Traffic Stop 2018090303 Officer TS 11/13/18 17:07 Traffic Stop 2018090308 Officer TS ZUERCHER Page 32 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/13/18 17:18 Traffic Stop 2018090312 Officer TS 11/13/18 17:22 Traffic Stop 2018090313 Officer TS 11/13/18 18:09 Traffic Stop 2018090333 Officer TS 11/13/18 23:03 Traffic Stop 2018090417 Officer TS 11/13/18 23:14 Traffic Stop 2018090419 Officer TS 11/13/18 23:52 Traffic Stop 2018090422 Drugs WCSOP18035 40 Officer TS 11/14/18 00:30 Traffic Stop 2018090425 Officer TS 11/14/18 00:39 Traffic Stop 2018090426 Officer TS 11/14/18 01:29 Traffic Stop 2018090432 Traffic Stop WCSOP18035 44 Officer TS 11/14/18 01:51 Traffic Stop 2018090435 Traffic Stop WCSOP18035 4 Officer 11/14/18 02:29 Traffic Stop 2018090442 Officer TS 11/14/18 10:54 Traffic Stop 2018090507 Officer TS 11/14/18 14:26 Traffic Stop 2018090561 Officer TS 11/14/18 15:07 Traffic Stop 2018090578 Officer TS 11/14/18 17:15 Traffic Stop 2018090610 Officer TS 11/14/18 18:05 Traffic Stop 2018090621 Officer TS 11/14/18 20:49 Traffic Stop 2018090662 Officer TS 11/14/18 22:49 Traffic Stop 2018090693 Officer TS 11/14/18 22:58 Traffic Stop 2018090696 Warrant - Arrest WCSOP18035Y Officer 11/15/18 06:06 Traffic Stop 2018090735 Officer TS 11/15/18 11:44 Traffic Stop 2018090792 Officer TS 11/15/18 14:11 Traffic Stop 2018090830 Traffic Stop WCSOP18035Y51 Officer 11/15/18 14:18 Traffic Stop 2018090832 Officer TS 11/15/18 14:21 Traffic Stop 2018090834 TS 11/15/18 14:29 Traffic Stop 2018090838 Officer TS 11/15/18 14:31 Traffic Stop 2018090839 TS 11/15/18 14:34 Traffic Stop 2018090841 Officer TS 11/15/18 14:38 Traffic Stop 2018090844 TS 11/15/18 14:48 Traffic Stop 2018090846 Officer TS 11/15/18 14:49 Traffic Stop 2018090847 Officer TS 11/15/18 14:50 Traffic Stop 2018090849 Officer TS 11/15/18 14:51 Traffic Stop 2018090850 TS 11/15/18 14:56 Traffic Stop 2018090854 Officer TS ZUERCHER Page 33 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/15/18 15:17 Traffic Stop 2018090862 TS 11/15/18 15:17 Traffic Stop 2018090864 Officer TS 11/15/18 15:38 Traffic Stop 2018090870 TS 11/15/18 16:36 Traffic Stop 2018090894 Officer TS 11/15/18 18:17 Traffic Stop 2018090933 Officer TS 11/15/18 22:21 Traffic Stop 2018090981 Officer TS 11/15/18 22:27 Traffic Stop 2018090983 Traffic Stop WCSOP18035Y2 Officer 11/15/18 22:49 Traffic Stop 2018090989 Traffic Stop 5S4 WCSOP180359T Officer 11/15/18 22:51 Traffic Stop 2018090991 Traffic Stop WCSOP18035T5S5 Officer 11/15/18 22:55 Traffic Stop 2018090992 Officer TS 11/16/18 00:13 Traffic Stop 2018091011 Warrant - Arrest WCSOP18035 T6S4 Officer 11/16/18 02:23 Traffic Stop 2018091023 Officer TS 11/16/18 02:50 Traffic Stop 2018091026 Officer TS 11/16/18 02:57 Traffic Stop 2018091027 Officer TS 11/16/18 06:47 Traffic Stop 2018091048 Drugs WCSOP18035T7S3 Officer 11/16/18 08:05 Traffic Stop 2018091058 Officer TS 11/16/18 10:11 Traffic Stop 2018091082 Officer TS 11/16/18 11:25 Traffic Stop 2018091103 Officer TS 11/16/18 12:22 Traffic Stop 2018091120 Officer TS 11/16/18 13:55 Traffic Stop 2018091144 Officer TS 11/16/18 14:07 Traffic Stop 2018091150 Traffic Stop WCSOP18036 09 Officer TS 11/16/18 23:59 Traffic Stop 2018091324 Officer TS 11/17/18 00:41 Traffic Stop 2018091328 Warrant - Arrest WCSOP18036 T6S9 Officer 11/17/18 11:06 Traffic Stop 2018091406 Officer TS 11/17/18 13:25 Traffic Stop 2018091434 Officer TS 11/17/18 13:34 Traffic Stop 2018091435 Traffic Stop WCSOP18036 1 Officer 11/17/18 14:14 Traffic Stop 2018091448 Traffic Stop WCSOP18036T2S0 Officer 11/17/18 14:29 Traffic Stop 2018091454 Traffic Stop WCSOP18036T2S2 Officer 11/17/18 17:31 Traffic Stop 2018091500 Officer TS 11/17/18 22:31 Traffic Stop 2018091574 Officer TS 11/17/18 23:51 Traffic Stop 2018091586 Officer TS 11/18/18 08:05 Traffic Stop 2018091645 Officer TS 11/18/18 08:59 Traffic Stop 2018091652 Officer TS ZUERCHER Page 34 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/18/18 10:01 Traffic Stop 2018091664 Officer TS 11/18/18 10:54 Traffic Stop 2018091676 Officer TS 11/18/18 11:17 Traffic Stop 2018091681 Officer TS 11/18/18 11:31 Traffic Stop 2018091683 Officer TS 11/18/18 11:42 Traffic Stop 2018091686 Officer TS 11/18/18 11:48 Traffic Stop 2018091689 Officer TS 11/18/18 11:58 Traffic Stop 2018091690 Officer TS 11/18/18 12:32 Traffic Stop 2018091695 Traffic Stop WCSOP18036 0 Officer 11/18/18 13:51 Traffic Stop 2018091708 Officer TS 11/18/18 13:52 Traffic Stop 2018091709 Officer TS 11/18/18 17:34 Traffic Stop 2018091765 Officer TS 11/18/18 17:41 Traffic Stop 2018091768 Officer TS 11/19/18 01:32 Traffic Stop 2018091859 Suspicious - Person - Vehicle WCSOP180362T7S0 Officer 11/19/18 11:04 Traffic Stop 2018091952 Traffic Stop WCSOP18036 1 11/19/18 12:07 Traffic Stop 2018091973 Officer TS 11/20/18 06:01 Traffic Stop 2018092211 Traffic Stop WCSOP1803495 Officer 11/20/18 11:29 Traffic Stop 2018092283 Officer TS 11/20/18 12:21 Traffic Stop 2018092297 Officer TS 11/20/18 12:35 Traffic Stop 2018092303 Traffic Stop WCSOP180364P Officer 11/20/18 13:04 Traffic Stop 2018092313 Officer TS 11/20/18 13:14 Traffic Stop 2018092316 Officer TS 11/20/18 13:36 Traffic Stop 2018092322 Officer TS 11/20/18 15:34 Traffic Stop 2018092353 Officer TS 11/20/18 15:53 Traffic Stop 2018092359 Officer TS 11/20/18 19:14 Traffic Stop 2018092430 Officer TS 11/20/18 23:07 Traffic Stop 2018092494 Officer TS 11/20/18 23:38 Traffic Stop 2018092503 Officer TS 11/21/18 00:02 Traffic Stop 2018092512 Officer TS 11/21/18 01:22 Traffic Stop 2018092538 TS 11/21/18 01:52 Traffic Stop 2018092546 Officer TS 11/21/18 02:32 Traffic Stop 2018092567 Officer TS 11/21/18 05:56 Traffic Stop 2018092586 Officer TS 11/21/18 08:41 Traffic Stop 2018092617 Officer TS ZUERCHER Page 35 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/21/18 08:50 Traffic Stop 2018092618 Officer TS 11/21/18 09:03 Traffic Stop 2018092620 Officer TS 11/21/18 11:46 Traffic Stop 2018092653 Officer TS 11/21/18 13:03 Traffic Stop 2018092668 Officer TS 11/21/18 14:58 Traffic Stop 2018092695 Traffic Stop WCSOP180365T 7S7 Officer 11/21/18 15:41 Traffic Stop 2018092710 Officer TS 11/21/18 16:13 Traffic Stop 2018092727 Officer TS 11/21/18 17:16 Traffic Stop 2018092751 Officer TS 11/21/18 19:27 Traffic Stop 2018092799 Officer TS 11/21/18 19:46 Traffic Stop 2018092808 Officer TS 11/21/18 20:13 Traffic Stop 2018092813 Officer TS 11/21/18 21:25 Traffic Stop 2018092834 Traffic Stop WCSOP18036T2S1 Officer 11/21/18 22:12 Traffic Stop 2018092849 Officer TS 11/21/18 23:10 Traffic Stop 2018092865 Officer TS 11/21/18 23:28 Traffic Stop 2018092869 Officer TS 11/22/18 00:01 Traffic Stop 2018092880 Drugs WCSOP18036Y2 Officer 11/22/18 01:54 Traffic Stop 2018092903 Officer TS 11/22/18 08:54 Traffic Stop 2018092947 Officer TS 11/22/18 11:51 Traffic Stop 2018092980 Officer TS 11/22/18 12:44 Traffic Stop 2018092984 Officer TS 11/22/18 16:48 Traffic Stop 2018093026 Officer TS 11/22/18 16:52 Traffic Stop 2018093028 Officer TS 11/22/18 20:19 Traffic Stop 2018093085 Officer TS 11/22/18 20:20 Traffic Stop 2018093086 Officer TS 11/22/18 20:27 Traffic Stop 2018093088 Traffic Stop WCSOP18036 14 Officer TS 11/22/18 21:17 Traffic Stop 2018093097 Officer TS 11/23/18 01:48 Traffic Stop 2018093146 Officer TS 11/23/18 04:27 Traffic Stop 2018093154 Officer TS 11/23/18 04:33 Traffic Stop 2018093156 Traffic Stop 3S7 WCSOP180367T Officer 11/23/18 09:51 Traffic Stop 2018093191 Officer TS 11/23/18 11:31 Traffic Stop 2018093207 Officer TS 11/23/18 11:45 Traffic Stop 2018093209 Officer TS 11/23/18 11:53 Traffic Stop 2018093212 Officer TS ZUERCHER Page 36 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/23/18 13:11 Traffic Stop 2018093224 Officer TS 11/23/18 14:09 Traffic Stop 2018093231 Officer TS 11/23/18 15:32 Traffic Stop 2018093246 Traffic Stop WCSOP18036T7S6 Officer 11/23/18 16:16 Traffic Stop 2018093261 Officer TS 11/23/18 22:31 Traffic Stop 2018093342 Officer TS 11/23/18 22:47 Traffic Stop 2018093344 Officer TS 11/23/18 22:47 Traffic Stop 2018093345 Officer TS 11/23/18 23:17 Traffic Stop 2018093350 Traffic Stop WCSOP18036 1 Officer 11/23/18 23:38 Traffic Stop 2018093355 Officer TS 11/24/18 00:21 Traffic Stop 2018093365 Traffic Stop WCSOP18036Y Officer 11/24/18 00:42 Traffic Stop 2018093367 Traffic Stop WCSOP18036 1 Officer 11/24/18 00:47 Traffic Stop 2018093369 Traffic Stop WCSOP18036 17 Officer TS 11/24/18 07:22 Traffic Stop 2018093422 Officer TS 11/24/18 09:32 Traffic Stop 2018093446 Officer TS 11/24/18 10:54 Traffic Stop 2018093458 Officer TS 11/24/18 11:03 Traffic Stop 2018093460 Officer TS 11/24/18 11:36 Traffic Stop 2018093469 Officer TS 11/24/18 11:40 Traffic Stop 2018093470 Officer TS 11/24/18 13:53 Traffic Stop 2018093488 Officer TS 11/24/18 14:02 Traffic Stop 2018093490 Officer TS 11/24/18 14:41 Traffic Stop 2018093501 Officer TS 11/24/18 23:05 Traffic Stop 2018093629 Officer TS 11/25/18 00:10 Traffic Stop 2018093639 Officer TS 11/25/18 00:45 Traffic Stop 2018093643 Officer TS 11/25/18 01:18 Traffic Stop 2018093647 Officer TS 11/25/18 23:11 Traffic Stop 2018093874 Officer TS 11/26/18 00:14 Traffic Stop 2018093881 Traffic Stop WCSOP18037 44 Officer TS 11/26/18 12:32 Traffic Stop 2018094005 Traffic Stop WCSOP180371W54 Officer 11/26/18 12:32 Traffic Stop 2018094006 Officer TS 11/26/18 20:15 Traffic Stop 2018094147 Officer TS 11/26/18 20:20 Traffic Stop 2018094150 Officer TS 11/27/18 11:45 Traffic Stop 2018094320 Officer TS 11/27/18 13:00 Traffic Stop 2018094346 Officer TS ZUERCHER Page 37 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/27/18 14:43 Traffic Stop 2018094371 Officer TS 11/27/18 14:53 Traffic Stop 2018094374 Officer TS 11/27/18 14:56 Traffic Stop 2018094376 Officer TS 11/27/18 21:59 Traffic Stop 2018094491 Officer TS 11/28/18 16:08 Traffic Stop 2018094707 Traffic Stop 6S5 WCSOP180373T Officer 11/28/18 16:51 Traffic Stop 2018094717 Officer TS 11/28/18 22:17 Traffic Stop 2018094788 Officer TS 11/28/18 23:52 Traffic Stop 2018094801 Officer TS 11/29/18 08:09 Traffic Stop 2018094870 Traffic Stop WCSOP18037T5S1 Officer 11/29/18 08:23 Traffic Stop 2018094875 Officer TS 11/29/18 17:38 Traffic Stop 2018095020 Officer TS 11/29/18 20:10 Traffic Stop 2018095056 Officer TS 11/29/18 20:16 Traffic Stop 2018095060 Officer TS 11/29/18 22:55 Traffic Stop 2018095080 Traffic Stop 2S5 WCSOP180375T Officer 11/29/18 23:00 Traffic Stop 2018095082 Officer TS 11/30/18 00:01 Traffic Stop 2018095085 Officer TS 11/30/18 00:07 Traffic Stop 2018095086 Warrant - Arrest WCSOP18037 T2S6 Officer 11/30/18 01:30 Traffic Stop 2018095103 Traffic Stop WCSOP18037T3S4 Officer 11/30/18 02:10 Traffic Stop 2018095112 Officer TS 11/30/18 05:48 Traffic Stop 2018095132 Traffic Stop 5S8 WCSOP180375T Officer 11/30/18 09:59 Traffic Stop 2018095190 Officer TS 11/30/18 12:38 Traffic Stop 2018095235 Officer TS 11/30/18 15:28 Traffic Stop 2018095279 Officer TS 11/30/18 17:51 Traffic Stop 2018095319 Officer TS 11/30/18 21:56 Traffic Stop 2018095408 Officer TS 11/30/18 23:06 Traffic Stop 2018095422 Officer TS 11/30/18 23:16 Traffic Stop 2018095424 Officer TS 11/30/18 23:34 Traffic Stop 2018095430 Traffic Stop WCSOP18037�659 Officer 11/30/18 23:39 Traffic Stop 2018095431 Warrant - Arrest WCSOP18037 T7S0 Officer Trespass Total: 1 11/13/1813:08 Trespass 2018090228 Trespass WCSOSR018 3567 TRES Unwanted Person Total: 6 ZU=RCHER Page 38 of 39 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 11/10/18 06:56 Unwanted Person 2018089370 Unwanted Person WCSOP180355,fWANPh 11/14/18 18:36 Unwanted Person 2018090630 Unwanted Person WCSOP18035828 911 WATTEMPT UNWANTED 11/16/18 10:20 Unwanted Person 2018091085 Unwanted Person WCSOP18035986 911 WATTEMPT 11/04/18 10:12 Warrant - Attempt UNWANTED 11/17/18 01:30 Unwanted Person 2018091334 Unwanted Person WCSOP18036�NWANWe 11/07/18 02:18 Warrant - Attempt 2018088377 Drugs WCSOP18034 Officer 11/20/18 17:40 Unwanted Person 2018092402 Unwanted Person WCSOP18036484 Phone 2018092424 WATTEMPTOfficer UNWANTED 11/23/18 18:21 Unwanted Person 2018093298 Unwanted Person WCSOP18036794 911 UNWANTED Vehicle Off Road Total: 1 11/29/18 02:08 Vehicle Off Road 2018094815 Phone VOR Walk Away Total: 2 gg 11/19/18 08:26 Walk Away 2018091922 Walk Away WCSOP18036 WALKAWAY 11/24/18 13:22 Walk Away 2018093484 Walk Away WCSOP1803688ALKA AY Phone hoe Warrant - Arrest Total: 1 11/24/18 12:08 Warrant - Arrest 2018093474 Warrant - Arrest WCSOP18036874OTicer WARRESWarrant - Attempt Total: 5 11/01/18 15:12 Warrant - Attempt 2018086880 Warrant - Arrest WCSOP18034 WATTEMPT 11/03/18 10:49 Warrant - Attempt 2018087445 WATTEMPT 11/04/18 10:12 Warrant - Attempt 2018087691 WATTEMPT 11/07/18 02:18 Warrant - Attempt 2018088377 Drugs WCSOP18034 Officer WATTEO 11/20/18 18:48 Warrant - Attempt 2018092424 WATTEMPTOfficer Total Records: 1121 ZU=RCHER Page 39 of 39