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City Council Agenda Packet 07-11-2016
AGENDA CITY COUNCIL SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, July, 2016 — 5:30 p.m. Academy Room, MCC AGENDA 1. Review of the 2015 Audit (Attachments Included in Agenda Packet under item 2E) AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, July 11, 2016 — 6:30 p.m. Mississippi Room, Monticello Community Center SPECIAL MEETING 5:30 p.m. — Academy Room 2015 Audit Review Mayor: Brian Stumpf Council Members: Charlotte Gabler, Lloyd Hilgart, Tom Perrault, Glen Posusta 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Meeting Minutes • Special Meeting Minutes from June 27, 2016 • Regular Meeting Minutes from June 27, 2016 C. Consideration of Adding Items to Agenda D. Citizen Comments E. Public Service Announcements/Updates • Monticello Block Party (July 14) • Movie in the Park (July 23) • Construction Update F. Council Liaison Updates • BCOL • IEDC • Planning Commission G. Department Updates • City Administrator Update • Department Updates — Senior Center 2. Consent Agenda A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale /disposal of surplus city property D. Consideration of adopting Resolution 2016 -044 accepting a contribution in the amount of $2,500 from Great River Energy E. Consideration of approving acceptance of the 2015 Audit report F. Consideration of obtaining public transportation service in 2017 via participation in the Wright County Area Transportation (WCAT) organization G. Consideration of approving an annual membership as a benefit for Community Center part time employees H. Consideration of approving adjustments to the MCC part-time and city temporary /alternate salary schedules to meet minimum wage requirements I. Consideration of approving a Special Event Permit allowing use of city streets and related assistance for the Downtown Block Party on July 13, 2016. Applicant: Monticello Chamber Consideration of approving an application for temporary on -sale liquor license for the Monticello Lions for Brewfest event on August 20, 2016 K. Consideration of approving a Special Event Permit allowing exclusive use of West Bridge Park and related assistance in conjunction with the Brewfest event on August 20, 2016. Applicant: Monticello Lions Club L. Consideration of approving a Special Event Permit for outdoor entertainment at Chatter's Bar & Grill on Friday, July 15th and Saturday, July 16th, 2016. Applicant: Steffens, Brooke /Chatters Restaurant M. Consideration of approving public art to be placed at City View Park for future mountain bike trailhead N. Consideration of adopting Resolution 2016 -045 approving plans and specifications and authorize advertisement of bids for the TH 25 /7th St. intersection improvements, City Project No. 15C004 O. Consideration of adopting Resolution 2016 -048 approving a Cooperative Construction Agreement with MNDOT for the TH 25/7 1h Street Intersection Improvement Project No. 15C004 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of accepting bids and awarding project for the Bertram Chain of Lakes Regional Park — Athletic Interim Improvements B. Consideration of authorizing an application to the Monticello Orderly Annexation Board for variance to Ordinance for Subdivision as related to a 27- acre parcel of PID# 213 - 100 - 081400 for the Bertram Chain of Lakes Regional Park Athletic Park and consideration of direction on parcel ownership C. Consideration of a request for Development Stage Planned Unit Development, and a request for Preliminary Plat for the Mills Fleet Farm Addition to Monticello, a proposed commercial development project including a retail facility of over 165,000 square feet, a vehicle fuel sales facility, a car wash facility, and two future development parcels. Applicant: WSN /Ramerth, Tim 5. Added Items 6. Adjournment MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, June 27, 2016 — 5:15 p.m. Academy Room Present: Brian Stumpf, Charlotte Gabler, Tom Perrault, Glen Posusta Absent: Lloyd Hilgart Others: Jeff O'Neill, City staff. Angela Schumann, Wayne Oberg, and Rachel Leonard 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5:15 p.m. 2. Presentation of Wright County Area Transportation (WCAT) Phil Kern, Delano City Administrator, and Jack Russek, City Council Member, were in attendance to provide an overview of WCAT's current status and invite Monticello to participate. Mr. Russek is Chair of the entity. The City of Monticello previously did not join because there was a high cost, however, that does not seem to be the case currently. The City has a contract with Hoglund until the end of the year but will consider this as an option for next year. 3. Overview of the 2017 Budget Process Wayne Oberg, Finance Director, provided the City Council with a schedule of the budget process. He noted that the budget workshop meeting will focus on the future. Budget information will include, but not limited to, future `new' budget items, performance measures, and goals. 4. Adjournment By consensus the meeting was adjourned at 6:10 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes —June 27, 2016 Page 1 1 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 27, 2016 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Brian Stumpf, Charlotte Gabler, Lloyd Hilgart, Tom Perrault, and Glen Posusta Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Brian Stumpf called the meeting to order at 6:30 p.m. with a quorum present. The pledge of allegiance was recited. B. Approval of Meeting Minutes • Special Meeting Minutes from May 26, 2016 (FNM) Tom Perrault moved approval of the Special Meeting Minutes as revised. Charlotte Gabler seconded. Motion carried unanimously. • Regular Meeting Minutes from June 13, 2016 Charlotte Gabler moved approval of the Regular Meeting Minutes as revised. Tom Perrault seconded. Motion carried unanimously. C. Consideration of Adding Items to the Agenda • Charlotte Gabler added discussion on the nuisance ordinance. D. Citizen Comments • None. E. Public Service Announcements • Shibani Bisson, WSB /City Engineer, provided a construction update of current City projects. F. Council Liaison Updates • FiberNet Advisory Board - Charlotte Gabler stated that the board discussed financial and subscriber data. • Library Board - Charlotte Gabler noted that the board discussed summer programs and water proofing the building. Ms. Gabler noted that the board inquired about increasing their members from five to seven members. The City City Council Minutes —June 27, 2016 Page 1 1 6 Council discussed this and there was consensus to keep the number of members at five. • MCC Advisory Board - Brian Stumpf noted that the board discussed their budget, a need for a new member, and Friendship Island. G. Department Updates • City Administrator Jeff O'Neill provided an update on the following items: 1. The City received 48 applications for the MCC Director position. 2. The Personnel committee reviewed the status of the PW Director structure and determined to keep it as it is. 3. Mr. O'Neill noted that Wayne Oberg, Finance Director, researched the amount of revenue a City earns from a billboard and the amount was approximately $400 /year. 4. The Highway 25 Coalition met and discussed their work plan, budget, and a traffic study. 5. The annual Coalition of Utility Cities is on August 17. 2. Consent Agenda Glen Posusta moved approval of the consent agenda excluding A, D, K. and L. Tom Perrault seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. B. Consideration of approving new hires /departures. Recommendation: Approved the hires and departures for the MCC. C. Consideration of approving the sale /disposal of surplus city property. Recommendation: No report this cycle. D. Consideration to adopt Resolution 2016 -037 approving donations from various sponsors for Walk N Roll Bike Sponsors, Farmer's Market Power of Produce and a General Facility donation. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. E. Consideration to approve appointment to IEDC. Recommendation: Approved the appointment of Pete Gardner, Xcel Energy. F. Consideration to adopt Resolution 2016 -038 appointing election judges to serve for the 2016 elections, including judges for the Absentee Ballot Board and Health Care Facility voting. Recommendation: Adopted the resolution appointing the 2016 election judges as presented. City Council Minutes —June 27, 2016 Page 2 1 6 G. Consideration to adopt Resolution 2016 -039 establishing an Absentee Ballot Board for the 2016 elections. Recommendation: Adopted the resolution establishing an Absentee Ballot Board for 2016 elections. H. Consideration to approve purchase of selected existing copiers on expiring leases and purchase one new black and white copier for City Hall. Recommendation: Approved the purchases. I. Consideration to approve individual pension contribution amounts for Volunteer Firefighter Relief Association members. Recommendation: Approved to set the 2016 pension benefit level at $3,600 for current Fire Relief Association members and the deferral rate at 2.5% for past members with the acknowledgement that future benefit levels shall be adjusted to maintain healthy surpluses and avoid deficits. J. Consideration to approve purchase of a new Crafco Model 30 pavement router for the Public Works Department through the Central Equipment (Internal Service) Fund. Recommendation: Authorized the purchase of a Crafco Model 30 pavement router from Brock White based upon their state contract pricing of $11,124. In addition, authorized to sell the old Crafco Model 200 at public auction following delivery of the new router. K. Consideration to approve Verizon Construction Documents and Amended Lease Agreement with Verizon for installation of wireless communication facilities at Jefferson Commons Water Tower. Recommendation: ITEM WAS REMOVED FROM THE CONSENT AGENDA. L. Consideration to a request for Preliminary and Final Plat for Monticello High School, a request for rezoning to Planned Unit Development, including Development and Final Stage Planned Unit Development, and a request for amendment to Conditional Use Permit for K -12 Education Use for Monticello High School. Applicant: Wold Architects & Engineers. Recommendation: ITEM WAS PULLED FROM THE CONSENT AGENDA. 2A. Consideration of items removed from the consent agenda for discussion. A. Consideration to approve payment of bills. Glen Posusta pulled the item with a question on an expenditure. Glen Posusta moved approval of the payment of bills as presented. Lloyd Hilgart seconded the motion. Motion carried unanimously. D. Consideration to adopt Resolution 2016 -037 approving donations. City Council Minutes —June 27, 2016 Page 3 1 6 Brian Stumpf pulled the item to recognize the donors. Brian Stumpf moved approval of the donation. Charlotte Gabler seconded the motion. Motion carried unanimously. K. Consideration to approve Verizon Construction Documents and amended Lease Agreement with Verizon for installation of Wireless Communication Facilities at Jefferson Commons Water Tower. Tom Perrault pulled the item and questioned the process of removal if Verizon discontinues use. Wayne Oberg responded that they are required to remove it by contract. Lloyd Hilgart moved approval of the Verizon Construction documents and amended lease agreement with Verizon. Glen Posusta seconded the motion. Motion carried unanimously. L. Consideration to approve a request for Preliminary and Final Plat for Monticello High School, a request for rezoning to Planned Unit Development, including Development and Final Stage Planned Unit Development, and a request for amendment to Conditional Use Permit for K -12 Education Use for Monticello High School. Applicant: Wold Architects & Engineers. Tom Perrault had a question in regard to the easement request of 10 feet. Shibani Bisson noted that the applicant has not responded to the City's comments on the easement, however, approval is contingent on the submitted City comments. Glen Posusta moved approval of Decision 1— Alternative A. Charlotte Gabler seconded the motion. Motion carried unanimously. Glen Posusta moved approval of Decision 2 — Alternative A. Charlotte Gabler seconded the motion. Motion carried unanimously. 3. Public Hearings: A. Public Hearing — Consideration to approve 2015 Storm Water Pollution Prevention Program (SWPPP) Annual Report. Shibani Bisson provided an overview of the 2015 Storm Water Pollution Prevention Program (SWPPP) Annual Report. The report summarizes the City's SWPPP implementation efforts over 2015 for the six minimum control measures identified in the report. Once approved by the City Council, the report will be submitted to the MPCA. Brian Stumpf opened the public hearing. No one testified. Brian Stumpf closed the public hearing. City Council Minutes —June 27, 2016 Page 4 1 6 Glen Posusta moved approval of Alternative 1. Charlotte Gabler seconded the motion. Motion carried unanimously. B. Public Hearing — Consideration to adopt Resolution 2016 -040 approving vacation of drainage and utility easements for Lot 1, Block 1, of Otter Creek Crossing 1St Addition. Applicant: Rocky Mountain Exchange Holding Company. Shibani Bisson provided a brief overview of the vacation request. The vacation of easement is requested to facilitate the final platting of Clear Creek Addition, which includes the Dahlheimer Beverage building expansion. Glen Posusta requested that a printed name, along with a signature, be added to documents. Brian Stumpf opened the public hearing. No one testified. Brian Stumpf closed the public hearing. Charlotte Gabler moved approval of Resolution 2016 -040 approving vacation of drainage and utility easements for Lot 1, Block 1, of Otter Creek Crossing 1St Addition. Lloyd Hilgart seconded the motion. Motion carried unanimously. 4. Regular Agenda: A. Consideration of a reauest for Preliminary and Final Plat for Clear Creek Addition a request for Conditional Use Permit for building height over 30', a request for Conditional Use Permit for cross parking and access, and a request for Ordinance Amendment to allow bulk fuel storage /sales in an I -1 (Light Industrial) District as a permitted or conditional use, including a Conditional Use Permit as required. Applicant: Clear Creek Land Company, LLC. Steve Grittman, NAC, presented the request to the City Council and noted that the Planning Commission voted unanimously to recommend approval of the plat, zoning amendment for bulk fuel storage, Conditional Use Permits for building height, cross parking and access, and the fuel storage per the amended ordinance. He noted that the request was to address the expansion of the Dahlheimer Beverage building. Mr. Grittman noted that titles of included property were recorded differently. Wright County will not accept a plat that includes a combination of abstract and torrens property. Registering all of the abstract property and create a torrens certificate will take a least six months. Therefore, the applicant needs to create, temporarily, a plat with three lots and the development agreement is written to allow for immediate platting. Discussion took place regarding the item. Charlotte Gabler moved approval of Decision 1— Alternative 1. Glen Posusta seconded the motion. Motion carried unanimously. Charlotte Gabler moved approval of Decision 2 — Alternative A. Lloyd Hilgart seconded the motion. City Council Minutes —June 27, 2016 Page 5 1 6 Motion carried unanimously. Charlotte Gabler moved approval of Decision 3 — Alternative A. Glen Posusta seconded the motion. Motion carried unanimously. B. Consideration to approve agreement with Arvig Enterprises, Inc. Rachel Leonard, Communications Coordinator, provided an overview of the agreement with Arvig Enterprises, Inc. The agreement was drafted by Monticello's City Attorney and was based closely on the details of the accepted management proposal. Both parties have had multiple opportunities to recommend, evaluate, and accept revisions. The term of the agreement is 5 years. FiberNet staff members employed by the City will become Arvig employees on June 30, 2016. Tom Perrault questioned the ownership of FiberNet vehicles. Rachel Leonard noted that they will go to Arvig for insurance purposes. However, if the agreement terminates, vehicles and work equipment would return to the City. Ms. Leonard also noted that each year Arvig approaches the City with an operational budget and a capital budget. Mark Birkholz, Arvig, addressed the City Council and introduced himself. Glen Posusta moved approval of Alternative 1. Lloyd Hilgart seconded the motion. Motion carried unanimously. Added Items• • Charlotte Gabler initiated discussion on the current nuisance ordinance. Specifically in regard to the mowing of empty lots and the enforcement of 100 feet. The question was, should the City look into requiring the mowing of the entire lot, or just the 100 feet from adjacent owners. Ms. Gabler also mentioned that citizens have commented that a blight sweep should be done more often. Brian Stumpf commented that the 100 feet should be sufficient but it needs to be enforced. He has also received complaints about blight. It was a consensus of the City Council to direct staff to provide a detailed report on the issue at a future meeting in the fall, perhaps as a workshop item. Charlotte Gabler questioned if this could be included in the citizen engagement events.. • Rachel Leonard updated the City Council on the Citizen Engagement efforts. By consensus the meeting was adjourned at 7:55 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes —June 27, 2016 Page 6 1 6 City Council Agenda: 07/11/16 2A. Consideration of approving payment 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 $1,244,443.07. 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 • Purchase Card registers Accounts Payable Computer Check Proof List by Vendor User: Julie.Chency Printed: 07/06/2016 - 12:50PM Batch: 00202.07.2016 - 00202.07.2016 AP Invoice No Description Amount Payment Date Acct Number Vendor: 1835 A H HERMEL COMPANY Check Sequence: 1 587510 Candy for Ballfields - To Be Used at Tournamen 214.19 07/12/2016 22645127- 425410 Check Total: 214.19 Vendor: 1018 ALLIED BLACKTOP COMPANY Check Sequence: 2 22226 (146.40) gal road oil 475.80 07/12/2016 101 - 43120 - 422400 Check Total: 475.80 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 3 3109403 resale - beer 489.00 07/12/2016 609 - 49750- 425200 Check Total: 489.00 Vendor: 4502 ARVIG Check Sequence: 4 07062016 PTO transfer former FNM staff 12,440.13 07/12/2016 656- 00000 - 216110 Check Total: 12,440.13 Vendor: 4046 AST SPORTS INC Check Sequence: 5 16984 Polo Shirts (8) RS 259.84 07/12/2016 101 - 42400- 421110 16985 Polo Shirts (5) 95.00 07/12/2016 101 - 41800 - 443990 Check Total: 354.84 Vendor: 2886 AUSCO DESIGN AND MARKETING Check Sequence: 6 2480 Shirts- printing/embrodery - Parks 314.00 07/12/2016 101 - 45201- 441700 2480 Shirts- printing /embrodery - Streets 259.00 07/12/2016 101 - 43120 - 441700 2480 Shirts- printing /embrodery - Water 120.00 07/12/2016 601 - 49440 - 441700 2480 Shirts- printing/embrodery - Sewer 120.00 07/12/2016 602 - 49490 - 441700 Check Total: 813.00 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 1061 BBF PROPERTIES INC Check Sequence: 7 TIF 1 -22 Pay as you go 1st 1/2 19,909.31 07/12/2016 213 - 46581- 465110 Check Total: 19,909.31 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 8 54116100 resale - liquor 50.75 07/12/2016 609 - 49750- 425100 54116100 freight 1.80 07/12/2016 609 - 49750- 433300 54190300 resale - liquor 465.01 07/12/2016 609 - 49750- 425100 54190300 freight 11.70 07/12/2016 609 - 49750- 433300 54302800 resale - wine 160.00 07/12/2016 609 - 49750- 425300 54302800 resale - liquor 919.76 07/12/2016 609 - 49750 - 425100 54302800 freight 22.05 07/12/2016 609 - 49750- 433300 94152400 (2) 1000ct 6 -pk rings 150.00 07/12/2016 609 - 49754- 421990 94152400 freight 0.69 07/12/2016 609 - 49750- 433300 94194700 freight 0.14 07/12/2016 609 - 49750- 433300 94194700 resale - mix 31.25 07/12/2016 609 - 49750- 425400 Check Total: 1,813.15 Vendor: 1067 BERNICK'S Check Sequence: 9 139914 resale - soda pop 150.15 07/12/2016 609 - 49750- 425400 139914 resale -juice 65.60 07/12/2016 609 - 49750- 425500 139915 resale - beer 1,273.90 07/12/2016 609 - 49750- 425200 140447 Water for Parties 6.40 07/12/2016 226 - 45127- 421460 140447 Resale - Pop, Juice 516.75 07/12/2016 226 - 45127- 425410 142804 resale -juice 85.60 07/12/2016 609 - 49750- 425500 142804 resale - soda pop 67.50 07/12/2016 609 - 49750- 425400 142805 resale - beer 2,194.70 07/12/2016 609 - 49750- 425200 4513 resale -juice 20.00 07/12/2016 609 - 49750- 425500 4549 Coffee 87.36 07/12/2016 101 - 41940 - 421990 83375 Refund - Juice -25.00 07/12/2016 226 - 45127- 425410 Check Total: 4,442.96 Vendor: 4497 DONALD BETZLER Check Sequence: 10 070616 Fibemet acct. 763 - 295 -3596 Final credit 31.03 07/12/2016 656- 00000 - 115025 Check Total: 31.03 Vendor: 2535 BORDER STATES ELECTRIC SUPPLY Check Sequence: 11 911419132 (3000) It CSI - 8202613 -10; (100) cbl tie; (9)bxre 469.88 07/12/2016 65649877- 421990 911433545 (11) 20ct/200 bx rags in a box 140.25 07/12/2016 656- 49877 - 421990 911447374 (10) surge strips 198.62 07/12/2016 656- 49877 - 421990 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Check Total: 808.75 Vendor: 1080 BRAEMAR MAILING SERVICE INC Check Sequence: 12 21065 Credit from January Inserts/Fliers -60.00 07/12/2016 101 - 43110- 432200 21065 Credit from January Inserts/Fliers -30.00 07/12/2016 601 - 49440 - 431800 21065 Credit from January Inserts/Fliers -30.00 07/12/2016 602 - 49490 - 431800 57176 UB Qtr 12016 Delinquent (933) (1/2) 112.44 07/12/2016 601 - 49440 - 431800 57176 UB Qtr 12016 Delinquent (933) (1/2) 112.44 07/12/2016 602 - 49490 - 431800 Check Total: 104.88 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 13 1080489854 resale - liquor 1,128.59 07/12/2016 609 - 49750- 425100 1080489854 resale - wine 396.00 07/12/2016 609 - 49750- 425300 1080489854 freight 20.35 07/12/2016 609 - 49750- 433300 1080493172 resale - liquor 3,227.11 07/12/2016 609 - 49750 - 425100 1080493172 resale- wine 68.00 07/12/2016 609 - 49750- 425300 1080493172 freght 41.75 07/12/2016 609 - 49750- 433300 Check Total: 4,881.80 Vendor: 2890 BROTHERS FIRE PROTECTION CO Check Sequence: 14 99625 Service on Fire Panel; Serviced Smoke Detector 360.00 07/12/2016 226 - 45122- 440100 Check Total: 360.00 Vendor: 1086 BURNHAM COMPANIES LLC Check Sequence: 15 4116 (20) yd Gold mulch 400.00 07/12/2016 101 - 45201- 422500 Check Total: 400.00 Vendor: 1091 CAMPBELL KNUTSON PA Check Sequence: 16 2348 -000G 166 May 2016 - General Legal 1,710.00 07/12/2016 101 - 41610 - 430400 2348 -000G 166 May 2016 - Planning & Zoning 150.00 07/12/2016 101 - 41910 - 430400 2348 -000G 166 May 2016 - EDA 105.00 07/12/2016 213 - 46301 - 430400 2348 -000G 166 ZMISHS - May 2016 75.00 07/12/2016 101 - 00000 - 220110 2348 -000G 166 May 2016 - FiberNet Legal 525.00 07/12/2016 656- 49870 - 430400 Check Total: 2,565.00 Vendor: 1094 CAREFREE LAWN SERVICE INC Check Sequence: 17 15437 Brush Hog - 2 Mowings PID #155- 023- 001050 200.00 07/12/2016 101 - 42400- 431050 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Check Total: 200.00 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 18 12586 resale- wine 684.00 07/12/2016 609 - 49750- 425100 Check Total: 684.00 Vendor: 4089 CARLSON & LYTER DISTRIBUTING, INC Check Sequence: 19 375 -46 resale - beer 125.00 07/12/2016 609 - 49750- 425200 Check Total: 125.00 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 20 00946087 Bulk Carbon Dioxide (475 lbs) 121.00 07/12/2016 226 - 45122- 421600 Check Total: 121.00 Vendor: 1973 CLIMATE MAKERS INC Check Sequence: 21 53015 Repair Boiler #3 - Low Water Cut Off 434.00 07/12/2016 226 - 45122- 440440 53080 Refrigerant 210.00 07/12/2016 226 - 45122- 440440 Check Total: 644.00 Vendor: 2080 CRYSTEEL TRUCK EQUIPMENT INC Check Sequence: 22 F38249 9' snow plow blade for 2016 Ford F350 cc aprvd 7,034.74 07/12/2016 703 - 00000 - 165010 Check Total: 7,034.74 Vendor: 1092 CSI SOFTWARE INC Check Sequence: 23 36942 Annual Software & Hosting Fees 7,356.50 07/12/2016 226 - 45122- 430910 Check Total: 7,356.50 Vendor: 4205 MICHAEL CYR Check Sequence: 24 TIF 1 -29 -1 Pay as You Go 1st 1/2 Principal 3,898.84 07/12/2016 213 - 46529- 465110 TIF 1 -29 -1 Pay as You Go 1st 1/2 Interest 6,143.41 07/12/2016 213 - 46529- 465110 Check Total: 10,042.25 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 25 1205473 resale - beer 392,60 07/12/2016 609 - 49750- 425200 1205507 resale - beer 38,409.14 07/12/2016 609 - 49750- 425200 1205507 resale - beer n/a 96.40 07/12/2016 609 - 49750- 425400 1205538 resale - beer 1,224.45 07/12/2016 609 - 49750- 425200 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number 128501 resale - beer 210.50 07/12/2016 609 - 49750- 425200 128692 resale - beer 38.00 07/12/2016 609 - 49750- 425200 128770 resale - beer 1,067.70 07/12/2016 609 - 49750- 425200 Check Total: 41,438.79 Vendor: 4485 DALCO CONSTRUCTION Check Sequence: 26 6/28/2016 water use permit refund 200.00 07/12/2016 601 - 00000 - 220111 6/28/2016 water use -37.41 07/12/2016 601 - 49440 - 371120 Check Total: 162.59 Vendor: 4233 DI -MAR CONSTRUCTION INC Check Sequence: 27 Voucher No 10 14C002 - PHOSPH - Voucher #10 79,713.12 07/12/2016 602 - 00000 - 165010 Check Total: 79,713.12 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 28 369710 PH Otter Creek - Ad# 561507 158.55 07/12/2016 101 - 41310 - 435100 Check Total: 158.55 Vendor: 1680 EPIC PRODUCTS INC Check Sequence: 29 499212 resale- wine gift bags 13.92 07/12/2016 609 - 49750- 425400 Check Total: 13.92 Vendor: 2174 FINANCE AND COMMERCE Check Sequence: 30 742796538 16C001 - BCOL Athletic Complex Interim Impn 156.44 07/12/2016 400 - 43300 - 459015 Check Total: 156.44 Vendor: 1188 FORESTEDGE WINERY Check Sequence: 31 1790 resale - wine 351.00 07/12/2016 609 - 49750- 425300 Check Total: 351.00 Vendor: 2731 FOSTER APPRAISALS INC Check Sequence: 32 June 2016 Real Estate Appraisal Reviews 800.00 07/12/2016 400 - 43300 - 431990 Check Total: 800.00 Vendor: 4491 JODI FRIES Check Sequence: 33 7/1/2016 Partial Refund - Mississippi Room Issues R2277 550.00 07/12/2016 226 - 45122- 347570 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number Check Total: 550.00 Vendor: 2753 MIKE & CHRISTINE GALLUS Check Sequence: 34 070616 FiberNet acct FNM- 001 -1400 Final credit 17.67 07/12/2016 656- 00000 - 115025 Check Total: 17.67 Vendor: 3748 JEFFREY D GARDNER Check Sequence: 35 6/30/2016 Farmers Market Token Collection Log - 6/23/16 75.00 07/12/2016 226 - 00000 - 220100 Check Total: 75.00 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 36 6/30/2016 Farmers Market Token Collection Log - 6/30/16 47.00 07/12/2016 226 - 00000 - 220100 Check Total: 47.00 Vendor: 1207 ELIZABETH GREEN Check Sequence: 37 6/30/2016 Mileage Reimb - Cant Ed Classes - 6/22/ & 6/29 100.66 07/12/2016 101 - 43110- 433100 Check Total: 100.66 Vendor: 4500 ANGIE HARTLEY - DICKMAN Check Sequence: 38 070616 FiberNet acct FNM- 001 -1066 Final credit 11.98 07/12/2016 656- 00000 - 115025 Check Total: 11.98 Vendor: 3229 JEFF HOGLUND Check Sequence: 39 0162116 (4) 5'x12" PW logo 80.00 07/12/2016 101 - 43120 - 422600 0162116 ZPARKS- DOGPRK- (10) variety signs 865.00 07/12/2016 229 - 45202- 453010 0162116 (3) Hunter Crossing Signs 105.00 07/12/2016 101- 45201- 421650 0162916 (4) 9 "x24" Logo signs -1/2 Parks 60.00 07/12/2016 101 - 43120 - 422600 0162916 (4) 9 "x24" Logo signs -1/2 Sewer 60.00 07/12/2016 602 - 00000 - 165010 Check Total: 1,170.00 Vendor: 4218 HOHENSTEINS, INC Check Sequence: 40 835175 resale - beer 592.50 07/12/2016 609 - 49750- 425200 Check Total: 592.50 Vendor: 1242 HOLIDAY CREDIT OFFICE Check Sequence: 41 06182016 5/19- 6/18/16 Fire acct.1400- 017 - 223 -399 179.69 07/12/2016 101 - 42200 - 421200 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Check Total: 179.69 Vendor: 4492 LEANNE HOLKER Check Sequence: 42 7/1/2016 Reimburse Prize Money For Softball Tournamen 1,650.00 07/12/2016 226 - 45127- 443900 Check Total: 1,650.00 Vendor: 1244 HORIZON COMMERCIAL POOL SUPPLY Check Sequence: 43 160616020 Pool Chemicals 1,145.52 07/12/2016 226 - 45122- 421600 Check Total: 1,145.52 Vendor: 4332 INTERSTATE TELCOM CONSULTING, INC Check Sequence: 44 36465 Consulting FNM March 2016 services 436.25 07/12/2016 656- 49870 - 431970 Check Total: 436.25 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL Check Sequence: 45 August 2016 August Health Insurance 15,540.00 07/12/2016 101 - 00000 - 217061 August 2016 August Health Insurance 37,500.00 07/12/2016 101 - 00000 - 217061 Check Total: 53,040.00 Vendor: 1256 J &W INSTRUMENT INC Check Sequence: 46 3017613 (10) boxes Eurotherm - Chessell Charts 514.95 07/12/2016 601 - 49440 - 421990 Check Total: 514.95 Vendor: 4501 ANTHONY JENSEN Check Sequence: 47 070616 FiberNet acct. FNM- 001 -1140 Final credit 21.44 07/12/2016 656- 00000 - 115025 Check Total: 21.44 Vendor: 1259 JJ TAYLOR DISTRIBUTING Check Sequence: 48 2532334 resale - beer 3,991.40 07/12/2016 609 - 49750- 425200 2532334 resale - beer n/a 72.60 07/12/2016 609 - 49750- 425400 2532334 freight 3.00 07/12/2016 609 - 49750- 433300 2532366 resale - beer 4,409.09 07/12/2016 609 - 49750- 425200 2532366 resale - beer n/a 88.60 07/12/2016 609 - 49750- 425400 2532366 freight 3.00 07/12/2016 609 - 49750- 433300 Check Total: 8,567.69 Vendor: 1263 JOHNSON BROS WHOLESALE LIQUOR Check Sequence: 49 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number 5469382 resale - liquor 8,039.84 07/12/2016 609 - 49750- 425100 5469382 freight 95.64 07/12/2016 609 - 49750- 433300 5469383 resale - wine 2,498.90 07/12/2016 609 - 49750- 425300 5469383 resale - wine n/a 68.00 07/12/2016 609 - 49750- 425400 5469383 freight 75.24 07/12/2016 609 - 49750- 433300 5469384 resale- beer 43.98 07/12/2016 609 - 49750- 425200 5470724 resale - liquor 120.00 07/12/2016 609 - 49750- 425100 5470724 freight 1.44 07/12/2016 609 - 49750- 433300 5470725 freight 21.60 07/12/2016 609 - 49750- 433300 5470725 resale- wine 1,007.50 07/12/2016 609 - 49750- 425300 5472180 resale - liquor 1,912.50 07/12/2016 609 - 49750- 425100 5472180 freight 53.28 07/12/2016 609 - 49750- 433300 5473398 freight 15.84 07/12/2016 609- 49750- 433300 5473398 resale - liquor 1,235.13 07/12/2016 609 - 49750- 425100 5473399 resale - wine 600.60 07/12/2016 609 - 49750- 425300 5473399 freight 20.16 07/12/2016 609 - 49750- 433300 5474818 freight 40.32 07/12/2016 609 - 49750- 433300 5474818 resale - liquor 3,264.89 07/12/2016 609 - 49750 - 425100 5474819 resale - wine 2,286.31 07/12/2016 609 - 49750- 425300 5474819 resale - mix 141.35 07/12/2016 609 - 49750- 425400 5474819 freight 67.21 07/12/2016 609 - 49750- 433300 5474820 resale - beer 65.97 07/12/2016 609 - 49750- 425200 5476458 freight 40.08 07/12/2016 609 - 49750- 433300 5476458 resale - liquor 3,319.22 07/12/2016 609 - 49750- 425100 5476459 resale - wine 488.43 07/12/2016 609 - 49750- 425300 5476459 resale - mix 62.60 07/12/2016 609 - 49750- 425400 5476459 freight 16.56 07/12/2016 609 - 49750- 433300 5479753 freight 11.52 07/12/2016 609 - 49750- 433300 5479753 resale - wine 448.00 07/12/2016 609 - 49750- 425300 5479754 resale - liquor 92.25 07/12/2016 609 - 49750- 425100 5479754 freight 2.88 07/12/2016 609 - 49750- 433300 5479755 freight 2.88 07/12/2016 609 - 49750- 433300 578880 resale - beer credit inv #5461014 -6.12 07/12/2016 609 - 49750- 425200 578881 resale - liquor credit inv. 5465275 - 120.00 07/12/2016 609 - 49750- 425100 578881 freight- credit inv #. 5465275 -1.44 07/12/2016 609 - 49750- 433300 579067 resale- liquor credit inv # 5469382 -80.00 07/12/2016 609 - 49750- 425100 579067 freight - credit inv # 5469382 -1.44 07/12/2016 609 - 49750- 433300 Check Total: 25,951.12 Vendor: 2641 JOHNSON MATERIALS INC Check Sequence: 50 1977 (22.38) tons CL5 Base - Riverside Cemetary 123.10 07/12/2016 651- 49010- 421990 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Check Total: 123.10 Vendor: 4499 DAVE & JESSICA KASPER Check Sequence: 51 070616 FiberNet acct FNM- 001 -0077 Final credit 28.93 07/12/2016 656- 00000 - 115025 Check Total: 28.93 Vendor: 4486 TIM KELLY Check Sequence: 52 06232016 (100) miles installs- no city vehicle available 54.00 07/12/2016 656- 49877 - 433100 Check Total: 54.00 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 53 MN190 -00101 TIF 1 -22 Masters 5th Through 5/31/16 228.00 07/12/2016 213 - 46522- 430400 MN190 -00101 General EDA Legal Through 5/31/16 190.00 07/12/2016 213 - 46301- 430400 MN190 -00147 BLK034 - Block 34 TIF District Through 5/31/1 152.00 07/12/2016 213 - 46522- 430400 MN325 -00030 Dahlheimer Property Conveyance Through 5/311 1,715.55 07/12/2016 213 - 46301- 430400 Check Total: 2,285.55 Vendor: 2626 HARRY LANTTO Check Sequence: 54 7/1/2016 Planning Commission Meeting Recording 6/7/1 E 60.00 07/12/2016 101 - 41910 - 431990 7/1/2016 EDA Meeting Recording 6/8/16 60.00 07/12/2016 213 - 46301 - 431990 7/1/2016 City Council Meeting Recording 6/13/16 & 6/27 122.50 07/12/2016 101 - 41110 - 431990 Check Total: 242.50 Vendor: 4494 LAXMI HOTEL INC Check Sequence: 55 TIF 1 -22.5 Pay as you go 1st 1/2 Interest 4,466.21 07/12/2016 213 - 46585- 465110 Check Total: 4,466.21 Vendor: 4264 LEEB UNDERGROUND, INC Check Sequence: 56 550023 8757 Troy Marqtte drops; (76) 1" Inner Duct 507.00 07/12/2016 656- 49877 - 440100 Check Total: 507.00 Vendor: 3550 RACHEL LEONARD Check Sequence: 57 6/23/2016 Parking & Mileage (192 miles) for LMC Confers 113.68 07/12/2016 101 - 41310 - 433100 Check Total: 113.68 Vendor: 1292 LEROY JOB TRUCKING INC Check Sequence: 58 18119 Animal Charge (4) 46.80 07/12/2016 101 - 42700 - 431990 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number Check Total: 46.80 Vendor: 4498 RITA LINDBACK Check Sequence: 59 070616 FiberNet acct 763 -295 -6326 Final credit 50.72 07/12/2016 656- 00000 - 115025 Check Total: 50.72 Vendor: 3933 CHARLES LONG Check Sequence: 60 6/30/2016 Farmers Market Token Collection Log - 6/23/16 32.00 07/12/2016 226 - 00000 - 220100 Check Total: 32.00 Vendor: 1303 M AMUNDSON LLP Check Sequence: 61 219506 resale - cigarettes 627.36 07/12/2016 609 - 49750- 425500 219506 resale - can coolers; cork screws, etc. 460.10 07/12/2016 609 - 49750- 425400 Check Total: 1,087.46 Vendor: 4488 M.J.B. CONCRETE LIFTING INC Check Sequence: 62 6/28/2016 Raised Concrete Sections Around Facility In Mu 3,825.00 07/12/2016 226 - 45122- 440100 Check Total: 3,825.00 Vendor: 1229 MARRS ADVERTISING & DESIGN INC Check Sequence: 63 1324 Business Cards - DC 54.25 07/12/2016 101 - 42400 - 421990 Check Total: 54.25 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 64 526013 (673) gal. unleaded @ $1.95 1,301.19 07/12/2016 101 - 43120 - 421200 526014 (530) gal. diesel @ $2 1,059.37 07/12/2016 101 - 43120 - 421200 Check Total: 2,360.56 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 65 230795 contract C0560- 5/26 & 27 A/C repair 1,785.61 07/12/2016 609 - 49754- 440440 Check Total: 1,785.61 Vendor: 4245 MFR VALUATION Check Sequence: 66 2016-13,14 Appraisal Reports for City Owned Ballfields & 1 5,000.00 07/12/2016 400 - 43300 - 431990 Check Total: 5,000.00 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number Vendor: 2179 MINNESOTA 9 -1 -1 PROGRAM Check Sequence: 67 June -16 June 2016 911 Wright Co. 834.75 07/12/2016 656- 00000 - 208170 Check Total: 834.75 Vendor: 1932 MIRACLE RECREATION EQUIPMENT CO Check Sequence: 68 776081 spring for Rider Chipper Squirrel 713.98 07/12/2016 101 - 45201- 440800 Check Total: 713.98 Vendor: 1743 CITY OF MONTICELLO Check Sequence: 69 6/23/2016 F.I. - Gaming System, Projector Screens, Supplif 156.64 07/12/2016 226 - 45127- 421981 6/23/2016 Projector Screens 18.70 07/12/2016 226 - 45127- 420750 6/28/2016 Postage Due on Letter to Bldg Dept 2/18/16 0.50 07/12/2016 101 - 42400 - 432200 6/28/2016 MCC - Bulk Mailing 6/28/16 139.20 07/12/2016 226 - 45122- 432200 Check Total: 315.04 Vendor: 2512 MONTICELLO PLBG HTG AC LLC Check Sequence: 70 4481 AC not cooling- Water Dept. 196.63 07/12/2016 601 - 49440 - 431990 Check Total: 196.63 Vendor: 1379 MONTICELLO UMPIRE ASSOCIATION Check Sequence: 71 July Umpire Mens Softball Games 7/11 - 7/25/16 (36 1,008.00 07/12/2016 226 - 45127- 430160 Check Total: 1,008.00 Vendor: 2518 NEOFUNDS BYNEOPOST Check Sequence: 72 7/3/2016 Postage for Packages to Dept Public Safery - Jun 139.03 07/12/2016 217 - 41990 - 432200 7/3/2016 Postage for Liquor Licensing (2) 11.50 07/12/2016 101 - 41310 - 432200 Check Total: 150.53 Vendor: 4490 NORTHDALE CONSTRUCTION CO INC. Check Sequence: 73 Pay Voucher 1 15C001 - Pay Voucher #1 - 2016 Street Reconstr 258,001.54 07/12/2016 400 - 43300 - 459011 Check Total: 258,001.54 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 74 4493 TIF Management Plan Update - May 2016 2,040.00 07/12/2016 213- 46301 - 431990 Check Total: 2,040.00 Vendor: 1414 JEFF O'NEILL Check Sequence: 75 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number 06/23/2016 Mileage Reimbursement 3/21/16 - 6/16/16 (296 1 159.84 07/12/2016 101 - 41310- 433100 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Check Total: 159.84 Vendor: 4368 OFFICE DEPOT INC Check Sequence: 76 846971201001 comb binding; I lb. rubber bands 16.78 07/12/2016 101 - 43110- 421990 846971267001 (1) box pockt files; (2) 1Opk highlighter 72.91 07/12/2016 101 - 43110 - 421990 848269003001 (3) 12pk C battery; pk tape; 36pk AAA battery 110.65 07/12/2016 101 - 43110- 421990 Check Total: 200.34 Vendor: 3372 ON CALL SERVICES Check Sequence: 77 2704 Romp N Stomp Play Structure Maintenance 250.00 07/12/2016 226 - 45122- 440800 Check Total: 250.00 Vendor: 1273 PAUSTIS & SONS WINE CO Check Sequence: 78 8553563 resale - wine 562.45 07/12/2016 609 - 49750- 425300 8553563 freight 10.50 07/12/2016 609 - 49750- 433300 Check Total: 572.95 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 79 2000071 resale - liquor 1,579.19 07/12/2016 609 - 49750- 425100 2000071 freight 20.16 07/12/2016 609 - 49750- 433300 2000072 freight 51.49 07/12/2016 609 - 49750- 433300 2000072 resale - wine 1,350.20 07/12/2016 609 - 49750- 425300 2002198 resale - liquor 3,120.75 07/12/2016 609 - 49750- 425100 2002198 freight 53.28 07/12/2016 609 - 49750- 433300 2002199 freight 10.08 07/12/2016 609- 49750- 433300 2002199 resale - liquor 264.50 07/12/2016 609 - 49750- 425100 2002200 freight 7.20 07/12/2016 609 - 49750- 433300 2002200 resale - liquor 892.80 07/12/2016 609 - 49750- 425100 2002201 resale - beer n/a 9.00 07/12/2016 609- 49750- 425400 239689 resale - credit liqiuor inv. # 2994468 - 133.00 07/12/2016 609 - 49750- 425100 239689 fridght - credit inv. # 2994468 -1.44 07/12/2016 609 - 49750- 433300 239690 resale - credit wine inv. # 2992572 -56.00 07/12/2016 609 - 49750- 425300 239690 freight credit inv. # 2992572 -1.44 07/12/2016 609 - 49750- 433300 239862 resale - liquor credit -23.66 07/12/2016 609 - 49750 - 425100 2995278 resale - liquor 2,070.79 07/12/2016 609 - 49750- 425100 2995278 freight 26.16 07/12/2016 609 - 49750- 433300 2996205 freight 30.24 07/12/2016 609- 49750- 433300 2996205 resale - liquor 1,859.79 07/12/2016 609 - 49750- 425100 2996206 resale - wine 2,256.45 07/12/2016 609 - 49750- 425300 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number 2996206 freight 57.61 07/12/2016 609 - 49750- 433300 2998076 resale - liquor 2,224.44 07/12/2016 609 - 49750- 425100 2998076 freight 33.12 07/12/2016 609 - 49750- 433300 2998077 freight 1.44 07/12/2016 609 - 49750- 433300 2998077 resale - mix 33.75 07/12/2016 609 - 49750- 425400 2998944 resale - credit liqiuor inv. # 2994468 2,805.90 07/12/2016 609 - 49750- 425100 2998944 freight 37.44 07/12/2016 609 - 49750- 433300 Check Total: 18,580.24 3751 CHRISTINE SCHYMA Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 84 6/30/2016 Check Sequence: 80 415176 Freight 7.99 07/12/2016 226 - 45122- 433300 415176 Concession Resale Food Items 576.86 07/12/2016 226 - 45127- 425410 415176 F.I. Supplies 515.98 07/12/2016 22645127- 421981 Check Sequence: 85 Check Total: 1,100.83 Farmers Market Token Collection Log - 6/30/16 5.00 Vendor: 4496 LORETTARODEN Check Sequence: 81 070616 FiberNet acct 763 - 295 -3151 Final credit 73.66 07/12/2016 656- 00000 - 115025 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Check Total: 73.66 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 82 A27725 Family Lockerroom Repairs 188.25 07/12/2016 226 - 45122- 440100 Check Total: 188.25 Vendor: 1474 PATRICIA A SALZWEDEL Check Sequence: 83 July 1st Semi Monthly Contact Payment 1,593.75 07/12/2016 101 - 42700 - 431200 Check Total: 1,593.75 Vendor: 3751 CHRISTINE SCHYMA Check Sequence: 84 6/30/2016 Farmers Market Token Collection Log 6/23/16 150.00 07/12/2016 226 - 00000 - 220100 Check Total: 150.00 Vendor: 3860 PATRICIA SCOTT Check Sequence: 85 6/30/2016 Farmers Market Token Collection Log - 6/30/16 5.00 07/12/2016 226 - 00000 - 220100 Check Total: 5.00 Vendor: 2443 SECURITAS SECURITY SERVICES USA INC Check Sequence: 86 W5257850 6/11/16 - Allison Chock R2202 140.00 07/12/2016 226 - 45122- 431992 W5267358 6/18/16 - Emily Fries R2277 140.00 07/12/2016 226 - 45122- 431992 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Amount Payment Date Acct Number AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Check Total: 280.00 Vendor: 4489 ERIC SIMPKINS Check Sequence: 87 6/23/2016 Band Played Farmers Market 6/23/16 150.00 07/12/2016 226 - 45127- 430130 Check Total: 150.00 Vendor: 4489 ERIC SIMPKINS Check Sequence: 88 6/24/2016 Band Playing Farmers Market 7/28/16 150.00 07/12/2016 226 - 45127- 430130 Check Total: 150.00 Vendor: 4474 SITE ONE LANDSCAPE SUPPLY Check Sequence: 89 76544415 jumbo valve bx;(3) valve bx armor: (6) and vlavc 392.35 07/12/2016 101 - 45201- 422510 76544473 (2) Solenoid 24 Vac - parks 22.78 07/12/2016 101 - 45201- 422510 Check Total: 415.13 Vendor: 1903 LINDA SMITH Check Sequence: 90 TIF 1 -20 Pay as you go 1st 1/2 Principal 763.37 07/12/2016 213 - 46520- 465110 TIF 1 -20 Pay as you go 1st 1/2 Interest 3,300.35 07/12/2016 213 - 46520- 465110 Check Total: 4,063.72 Vendor: 3309 SOUTHERN WINE & SPIRITS OF MINNESO' Check Sequence: 91 1422656 resale - liquor 442.03 07/12/2016 609 - 49750- 425100 1422656 freight 6.30 07/12/2016 609- 49750- 433300 1422657 resale - wine 1,266.00 07/12/2016 609 - 49750- 425300 1422657 freight 25.20 07/12/2016 609 - 49750- 433300 1425546 resale - liquor 1,278.01 07/12/2016 609 - 49750- 425100 1425546 freight 15.05 07/12/2016 609 - 49750- 433300 1425547 freight 18.20 07/12/2016 609 - 49750- 433300 1425547 resale - wine 783.36 07/12/2016 609 - 49750- 425300 Check Total: 3,834.15 Vendor: 2603 SPECIALTY TURF & AG, INC Check Sequence: 92 I45478 (16) 64oz. Razor Burn; (2) 501b Pro Athletic Mb 920.00 07/12/2016 101 - 45201- 422500 Check Total: 920.00 Vendor: 1499 ST CLOUD HOSPITAL Check Sequence: 93 TIF 1 -24 Pay As you Go 1st 1/2 Principal 19,730.33 07/12/2016 213 - 46524- 465110 TIF 1 -24 Pay As you Go 1st 1/2 Interest 789.21 07/12/2016 213 - 46524- 465110 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description Check Total: Vendor: 4495 DONNA STEARNS 070616 FiberNet acct. 763 - 295 -3064 Final credit AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Amount Payment Date Acct Number 158.22 158.22 244.60 176.05 15,577.10 171.15 20.45 28.00 -9.00 Check Sequence: 94 07/12/2016 656- 00000 - 115025 Check Sequence: 95 07/12/2016 101 - 49240 - 413500 Check Sequence: 96 07/12/2016 213 - 46500- 433100 Check Sequence: 97 07/12/2016 609 - 49750- 425400 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425400 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 Check Sequence: 98 07/12/2016 609 - 49754- 421990 Check Sequence: 99 07/12/2016 101- 43120 - 433100 Check Sequence: 100 07/12/2016 400 - 43300 - 459010 Check Total: Vendor: 1516 TASC IN810708 8/1/16 - 8/31/16 Admin Fees Check Total: Vendor: 4459 JAMES THARES 6/28/2016 Mileage Reimbursement 2016 EDAM Conferenc Check Total: Vendor: 1522 THORPE DISTRIBUTING COMPANY 1103995 resale - beer n/a 1103996 resale- beer 1104426 resale - beer 1107433 resale- beer 1107434 resale - beer n/a 1108198 resale - beer 120171 resale - beer credit 120172 resale - beer AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Amount Payment Date Acct Number 158.22 158.22 244.60 176.05 15,577.10 171.15 20.45 28.00 -9.00 Check Sequence: 94 07/12/2016 656- 00000 - 115025 Check Sequence: 95 07/12/2016 101 - 49240 - 413500 Check Sequence: 96 07/12/2016 213 - 46500- 433100 Check Sequence: 97 07/12/2016 609 - 49750- 425400 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425400 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 Check Sequence: 98 07/12/2016 609 - 49754- 421990 Check Sequence: 99 07/12/2016 101- 43120 - 433100 Check Sequence: 100 07/12/2016 400 - 43300 - 459010 Check Total: Vendor: 3594 TRIMARK 2665103 asst. bags; paper plates Check Total: Vendor: 4493 UNIVERSITY OF MINNESOTA PO #002016 Tree Inspector Cert. Workshop- M.H. 5/11/16 Check Total: Vendor: 4441 VALLEY PAVING INC Pay Voucher 3 100009 - Pay Voucher #3 CSAH 75 /TH 25 Inte Check Total: AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Amount Payment Date Acct Number 158.22 158.22 244.60 176.05 15,577.10 171.15 20.45 28.00 -9.00 Check Sequence: 94 07/12/2016 656- 00000 - 115025 Check Sequence: 95 07/12/2016 101 - 49240 - 413500 Check Sequence: 96 07/12/2016 213 - 46500- 433100 Check Sequence: 97 07/12/2016 609 - 49750- 425400 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425400 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 07/12/2016 609 - 49750- 425200 Check Sequence: 98 07/12/2016 609 - 49754- 421990 Check Sequence: 99 07/12/2016 101- 43120 - 433100 Check Sequence: 100 07/12/2016 400 - 43300 - 459010 Invoice No Description Amount Payment Date Acct Number Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L. Check Sequence: 101 00058004 2015 Reconciliation - Repair & Maintenance 235.23 07/12/2016 602 - 49480 - 430800 00058004 2015 Reconciliation - Hauling 1,951.56 07/12/2016 602 - 49480 - 430800 00058004 2015 Reconciliation - Landfiliing 3,881.57 07/12/2016 602 - 49480 - 430800 00058004 2015 Reconciliation - Polymer - 11,937.05 07/12/2016 602 - 49480 - 430800 00058004 2015 Reconciliation - Electricity - 19,166.81 07/12/2016 602 - 49480 - 430800 00058004 2015 Reconciliation - Natural Gas - 21,043.21 07/12/2016 602- 49480 - 430800 00058423 July 2016 WWTP Operations & Maintenance 60,645.00 07/12/2016 602 - 49480 - 430800 Check Total: 14,566.29 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 102 1748194 resale - soda pop 297.00 07/12/2016 609 - 49750- 425400 1754698 resale - soda pop 359.00 07/12/2016 609 - 49750- 425400 Check Total: 656.00 Vendor: 1684 VINOCOPIA Check Sequence: 103 154850 resale - liquor 223.00 07/12/2016 609 - 49750- 425100 154850 freight 7.50 07/12/2016 609 - 49750- 433300 155392 resale - liquor 226.88 07/12/2016 609 - 49750- 425100 155392 resale - wine 419.50 07/12/2016 609 - 49750- 425300 155392 resale - wine n/a 120.00 07/12/2016 609 - 49750- 425400 Check Total: 996.88 Vendor: 1572 THE WINE COMPANY Check Sequence: 104 429665 resale - wine 452.00 07/12/2016 609 - 49750- 425300 429665 freight 8.40 07/12/2016 609 - 49750- 433300 Check Total: 460.40 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 105 7088248 resale - wine 254.00 07/12/2016 609- 49750- 425300 7088248 freight 4.32 07/12/2016 609 - 49750- 433300 Check Total: 258.32 Vendor: 1577 WRIGHT CO AUDITOR -TREAS - ACH Check Sequence: 106 July July 2016 Deputies Contract 98,088.00 07/12/2016 101 - 42100 - 430500 Check Total: 98,088.00 Vendor: 2043 WRIGHT COUNTY PARKS Check Sequence: 107 AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Invoice No Description 6 -2016 Appraisal Work for Phases 9 & 10 BCOL Check Total: Total for Check Run: Total of Number of Checks: Amount Payment Date Acct Number 2,761.76 07/12/2016 229 - 45202- 451020 2,761.76 1,127,494.05 107 The preceding list of bills payables was reviewed and approved for payment. Date: 7/11/16 Approved by Mayor Brian Stumpf AP- Computer Check Proof List by Vendor (07/06/2016 - 12:50 PM) Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 07/01/2016 - 11:09AM Batch: 00215.06.2016 - 215.06.2016 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Vendor: 4263 CAYAN Check Sequence: I May 2016 May 2016 Credit Card Machine Rental 89.85 06/30/2016 60949754- 424100 May 2016 May 2016 Credit Card Fees 472.71 06/30/2016 609 - 49754- 443980 May 2016 May 2016 Credit Card Machine Rental 59.85 06/30/2016 609 - 49754- 424100 Check Total: 622.41 Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 2 6/30/2016 5843395 -5 24.35 06/30/2016 217 - 41990 - 438100 6/30/2016 5863599 -6 20.13 06/30/2016 101 - 42700- 438100 6/30/2016 5806932 -5 22.62 06/30/2016 101 - 45201- 438100 6/30/2016 5821009 -5 184.94 06/30/2016 101 - 42200 - 438100 6/30/2016 5864452 -7 128.29 06/30/2016 101 - 45501- 438100 6/30/2016 5788570 -9 26.28 06/30/2016 609 - 49754- 438100 6/30/2016 5804618 -6 15.85 06/30/2016 101 - 45201- 438100 6/30/2016 5768542 -2 108.20 06/30/2016 101 - 41940 - 438100 6/30/2016 5768542 -2 2,502.21 06/30/2016 226 - 45122- 438100 6/30/2016 5768542 -2 40.58 06/30/2016 101 - 45175- 438100 6/30/2016 5768542 -2 54.10 06/30/2016 101 - 42800 - 438100 6/30/2016 5828859 -8 16.33 06/30/2016 101 - 41940 - 438100 6/30/2016 8235331 -9 32.03 06/30/2016 101 - 41941 - 438100 6/30/2016 8235333 -5 16.94 06/30/2016 101 - 41941 - 438100 6/30/2016 8000015233 -2 2,430.61 06/30/2016 602 - 49480 - 438100 6/30/2016 5799425 128.06 06/30/2016 101 - 43127 - 438100 6/30/2016 5799427 23.42 06/30/2016 101 - 43127 - 438100 6/30/2016 5820786 29.13 06/30/2016 101 - 43127 - 438100 6/30/2016 5837384 102.81 06/30/2016 101 - 43127 - 438100 Check Total: 5,906.88 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 3 6/20/2016 Hi Way Liquor Sales Tax Accelerated Payment f 41,000.00 06/30/2016 609- 00000 - 208100 AP- Computer Check Proof List by Vendor (07/01/2016 - 11:09 AM) Invoice No Description Amount Payment Date Acct Number Check Total: 41,000.00 Vendor: 2405 WELLS FARGO - Monthly Charges /Returns Check Sequence: 4 June 2016 Wells Fargo acct. interest earnings - 1,368.07 06/30/2016 101 - 00000 - 362110 June 2016 Wells Fargo acct. service charge 2,600.32 06/30/2016 101 - 41520- 443980 June 2016 MCC credit card fees 218.64 06/30/2016 226 - 45122- 443980 June 2016 MCC credit card fees 1,450.12 06/30/2016 226 - 45122- 443980 June 2016 MCC credit card fees- Farmers Market 53.92 06/30/2016 226 - 45122- 443980 June 2016 MCC credit card fees 44.95 06/30/2016 226 - 45122- 443980 June 2016 Liquor Store credit card fees 3,558.51 06/30/2016 609 - 49754- 443980 June 2016 Liquor Store credit card fees 3,315.71 06/30/2016 609 - 49754- 443980 June 2016 City Hall credit card fees 213.26 06/30/2016 101 - 41520- 443980 June 2016 Utility Credit card fees 664.72 06/30/2016 601 - 49440 - 443980 June 2016 Utility Credit card fees 664.71 06/30/2016 602 - 49490 - 443980 June 2016 Utility Credit card fees 192.60 06/30/2016 601 - 49440 - 443980 June 2016 Utility Credit card fees 192.61 06/30/2016 602 - 49490 - 443980 June 2016 FNM Credit card fees 842.36 06/30/2016 656- 49870 - 443980 June 2016 Bank Returns 6/15/16 152.72 06/30/2016 226 - 45122- 347910 June 2016 Bank Returns 6/15/16 11.28 06/30/2016 226 - 00000 - 208100 June 2016 Bank Returns 6/15/16 16.00 06/30/2016 226 - 45122- 347905 June 2016 Bank Returns 6/15/16 30.00 06/30/2016 226 - 45122- 347930 June 2016 FNM Ck. NSF 6/24/16 44.45 06/30/2016 656- 00000 - 115025 June 2016 CC refund of duplicate chg 6/10/16 36.07 06/30/2016 609 - 49754- 443100 June 2016 CC refund of duplicate chg 6/08/16 18.58 06/30/2016 609 - 49754- 443100 Check Total: 12,953.46 Vendor: 1585 XCEL ENERGY Check Sequence: 5 06/30/2016 51- 4400193 -4 17.25 06/30/2016 101 - 43160 - 438100 06/30/2016 51- 6572904 -0 - WWTP 13,219.58 06/30/2016 602 - 49480 - 438100 06/30/2016 51- 6505905 -0 7,031.43 06/30/2016 601 - 49440 - 438100 06/30/2016 51- 6505906 -1 1,122.52 06/30/2016 602 - 49490- 438100 06/30/2016 51- 0395766 -0- 405 Ramsey Pumphouse 2,664.59 06/30/2016 601 - 49440 - 438100 06/30/2016 51- 4271112 -2 - Library 969.19 06/30/2016 101 - 45501- 438100 06/30/2016 51- 6505907 -2 - Parking Lots 6/1 paid 72.46 06/30/2016 101 - 43120 - 438100 06/30/2016 51- 6505907 -2 - Parking Lots -6/27 paid 45.24 06/30/2016 101 - 43120 - 438100 06/30/2016 ZZNEP - IMPLEM - 51- 6505908 -3 - Civil Defen; 17.55 06/30/2016 101 - 42500- 438100 06/30/2016 51- 65059094- DMV & Food Shelf 186.86 06/30/2016 217 - 41990 - 438100 06/30/2016 51- 6505910 -7 - Hi -way Liquor 1,733.24 06/30/2016 609 - 49754- 438100 06/30/2016 51- 6505911 -8 - City Hall 2,047.75 06/30/2016 101 - 41940 - 438100 06/30/2016 51- 6505911 -8 -MCC 9,275.09 06/30/2016 226 - 45122- 438100 06/30/2016 51- 6505911 -8 - Senior Center 481.82 06/30/2016 101 - 45175- 438100 AP- Computer Check Proof List by Vendor (07/01/2016 - 11:09 AM) Invoice No Description Amount Payment Date Acct Number 06/30/2016 51- 6505911 -8 - National Guard 240.91 06/30/2016 101 - 42800 - 438100 06/30/2016 51- 6505912 -9 - Animal Shelter 63.83 06/30/2016 101 - 42700 - 438100 06/30/2016 51- 6505913 -0 - Fire Station 418.21 06/30/2016 101 - 42200 - 438100 06/30/2016 51- 6505914 -1 - Shop /Garage 1,019.50 06/30/2016 101 - 43127 - 438100 06/30/2016 51- 6505915 -2 - Parks 872.95 06/30/2016 101 - 45201- 438100 06/30/2016 51- 6505915 -2 - 112.06 06/30/2016 601 - 49440 - 438100 06/30/2016 51- 6505915 -2 - NSP Ballfield lights 53.41 06/30/2016 101 - 45203- 438100 06/30/2016 51- 6505915 -2 - NSP Ballfield- Softball Assoc. 258.42 06/30/2016 101 - 45203- 438100 06/30/2016 51- 6505916 -3 - Street Lights 12,529.44 06/30/2016 101 - 43160- 438100 06/30/2016 51- 0011127817 -9 - Street Lights 60.00 06/30/2016 101 - 43160- 438100 06/30/2016 51- 0371645 -4 - Swam Cam 19.01 06/30/2016 101 - 45201- 438100 06/30/2016 51- 7780310 -4 - Bld. Inspec. Garage 40.99 06/30/2016 101 - 41940 - 438100 06/30/2016 51- 9069641 -8 - FNM Head End 1,700.73 06/30/2016 656- 49877 - 438100 06/30/2016 51- 9391437 -3 - 118 W 6th St. 174.21 06/30/2016 101 - 41941 - 438100 06/30/2016 ZCULPS - EXPENS - 51- 0623082 -8 EDA 18.03 06/30/2016 213 - 46522- 438100 Check Total: 56,466.27 Total for Check Run: 116,949.02 Total of Number of Checks: 5 The preceding list of bills payable was reviewed a Date: 7/11/2016 Approved by AP- Computer Check Proof List by Vendor (07/01/2016 - 11:09 AM) May City Council Agenda: 7/11/16 2B. Consideration of approving new hires and departures for City 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. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire /departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires /departures. City staff recommends Alternative #1, for the Council to approve the hires and/or departures as listed. D. SUPPORTING DATA: • List of new /terminated employees NEW EMPLOYEES Name Title Department Hire Date Class Melissa Anderson Liquor Store Clerk Liquor Store 6/30/2016 PT Constance Sheehan Custodian MCC 7/1/2016 PT Zachary Trushenski Life Guard MCC 7/7/2016 PT Jacob Thunander Community Dev & ED Asst. Comm. Dev. 7/11/2016 FT TERMINATING EMPLOYEES Name Reason Department Last Day Class Gail West Voluntary MCC 6/20/16 PT Stacy Florek Voluntary MCC 6/28/16 PT Bryan Rabe Involuntary FNM 6/29/16 FT Dan Stelton Involuntary FNM 6/29/16 FT Tim Kelley Involuntary FNM 6/29/16 FT Brian Nistler Involuntary FNM 6/29/16 FT Ben Wolff Involuntary FNM 6/29/16 FT Kim Baker Involuntary FNM 6/29/16 FT Lisa Bechtold Involuntary FNM 6/29/16 FT Jess Porter Involuntary FNM 6/29/16 PT New Hire and Terms City Council 2016: 7/1/2016 City Council Agenda: 07/11/16 2C. Consideration of approving the sale or disposal of surplus City property (WO) There is no report this City Council cycle. City Council Agenda: 07/11/2016 2D. Consideration of adopting Resolution 2016 -044 accepting a contribution in the amount of $2,500 from Great River Energy. (TP) A. REFERENCE AND BACKGROUND: City Council approved pathway micro - surfacing and replacement as needed in the Meadow Oak development on June 13, 2016. As previously discussed at that meeting, staff contacted Great River Energy to ask for a contribution towards the trail repairs since GRE uses the pathway for maintenance of their lines. Council is asked to consider a donation of $2,500 from Great River Energy to assist with costs associated with the Meadow Oak trail improvements. Al. Budget Impact: The total cost for the section of trail to be removed and replaced in Meadow Oak is $8,491.54. With the $2,500 donation from Great River Energy, the total cost to the City is $5,991.54. A2. Staff Workload Impact: Staff workload impact is to supervise the project. B. ALTERNATIVE ACTIONS: 1. Motion to approve Resolution 2016 -044 accepting the donation from Great River Energy. 2. Motion to deny the donation from the Great River Energy. C. STAFF RECOMMENDATION: City staff recommends the City Council accept the donation from Great River Energy as outlined in alternative #1. D. SUPPORTING DATA: • Map of removal area • Resolution 2016 -044 94 -- - — EM 194 FROM 94E >r SE34P I� SE32P ~ - � SE33P I yF ' � O ` MEADOW OAK AVE NE � S E 29 P q, SE31P 7 HEATS SE35P SE30P 5 HEATS 1 HEAT Er � I Y _ ,rY_ irA'l ❑ I ?4 BRIAR OA.KES 13L1fQ` r - .- * —fin , �'� Lu _ i L rn • t w SPIRIT HILLS RD ti _ , zc !n Y - 1 e. z SUMMIT POINT RD # r Lj- LEGEND:O r ' 7 r CRACK FILL, FOG SEAL & T -MAT a�" may' .•. Uhf '� REMOVAL /REPLACEMENT & T -MAT i I 1T- -, r� Rte.• � ' " ''� , j SECTION NUMBER MEASUREMENT LENGTH SE29P 9'x 589' 589 SE30P 9'6" x 1905' 1905 SE31P 8'6" x 53' 53 SE32P 8'x 316' 316 SE33P 9'6" x 217' 217 SE34P 8'6" x 1781' 1781 SE35P 11' x 1706' 1706 6,567 sq It L NAIHVVAY VVIU IN= 1Ur1 SHOULDER WIDTH = 1 FT MIN. 3" SP 9.5 WEARING COURSE MIXTURE (2.3) 6" CL 5 AGGREGATE BASE (MODIFIED) 12° SELECT GRANULAR BORROW 6" MINIMUM SCARIFY AND RE COMPACT (SUBGRADE PREP) s i 4 City of Monticello RESOLUTION NO. 2016-044 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 Great River Energy Cash Contribution $2500 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 Great River Energy Meadow Oak Trail Improvements Adopted by the City Council of Monticello this 11th day of July, 2016. Brian Stumpf, Mayor ATTEST: Jennifer Schreiber, City Clerk Council Agenda: 07/11/16 2E. Consideration of approving acceptance of the 2015 Audit Report (WO) A. REFERENCE AND BACKGROUND: A transparent organization trusted with properly managing public dollars, the city of Monticello and all Minnesota cities are statutorily required to have a private third parry conduct an annual audit of its financial statements. For the sixth year, Malloy, Montague, Karnowski, Radosevich & Co., P.A. (MMKR) conducted the city's audit. All Finance Department personnel contributed to audit process, with the finance manager providing a substantial and critical role. The city's 2014 Comprehensive Annual Financial Report (CAFR) received the Government Finance Officers Association's (GFOA) Certificate of Achievement for Excellence in Financial Reporting. This is the fifth time the city has received the award, but the first time staff prepared the report. The 2015 CAFR was prepared and submitted by staff to the GFOA for grading and comment. Finally, the CAFR format allows credit rating firms to compare the city's financial position with other cities. Such comparison could lead to a better bond rating. Jim Eichten, Principal of MMKR, will present a summary of their findings and summarize the highlights of the City's 2015 CAFR. Information presented at the workshop and council meeting, will be available on -line at the city's website under city services — finance. No extra copies will be available for distribution. Al. Budget Impact: Acceptance of the audit report results in no costs. A2. Staff Workload Impact: Prepare agenda item and post to website. B. ALTERNATIVE ACTIONS: Motion to accept the 2015 Audit Report. 2. Motion to not accept the 2015 Audit Report at this time. C. STAFF RECOMMENDATION: Staff supports Alternative #1. The City Administrator and Finance Director would like to thank all city and departmental staff for their participation in the audit process. Indeed, the scope of an audit goes beyond the Finance Department and includes scrutiny of the operations of all city departments. For instance, bidding procedures, contract administration, employee reimbursements and other processes are reviewed by the auditors in accordance with state statutes. D. SUPPORTING DATA: • The 2015 Comprehensive Annual Financial Report • Special Purpose Audit Report • Management Letter M - I Al� -, -7" .- __ %, ~10 b,ft, FA CITY OF MONTICELLO, MINNESOTA Comprehensive Annual Financial Report FOR THE FISCAL YEAR ENDED DECEMBER 31, 2015 City of Monticello Wright County, Minnesota COMPREHENSIVE ANNUAL FINANCIAL REPORT YEAR ENDED DECEMBER 31, 2015 Prepared by THE "FINANCE TEAM" Julie Cheney, Finance Assistant Debbie Davidson, Finance Clerk Sarah Rathlisberger, Finance Manager RaeLynn Cook, Payroll- Finance Clerk Pat Kovich, Utility Billing Specialist Wayne W. Oberg, Finance Director CITY OF MONTICELLO Comprehensive Annual Financial Report 7 Table of Contents 9 December 31, 2015 INTRODUCTORY SECTION Paqe Letter of Transmittal 1 GFOA Certificate of Achievement for Excellence in Financial Reporting 4 Organization Chart 5 Directory of Officials 6 FINANCIAL SECTION Independent Auditor's Report 7 Management's Discussion and Analysis 9 Basic Financial Statements Government -wide Financial Statements Statement of Net Position 19 Statement of Activities 21 Fund Financial Statements Balance Sheet - Governmental Funds 22 Reconciliation of the Governmental Funds Balance Sheet to the Statement of Net Position 23 Statement of Revenues, Expenditures and Changes in Fund Balance - Governmental Funds 24 Reconciliation of the Statement of Revenues, Expenditures and Changes in Fund Balances of Governmental Funds to the Statement of Activities 25 Statement of Net Position - Proprietary Funds 26 Statement of Revenues, Expenses and Changes in Net Position - Proprietary Funds 29 Statement of Cash Flows - Proprietary Funds 30 Notes to the Financial Statements 32 Required Supplementary Information Schedules of Employer's Share of Net Pension Liability 55 Schedules of Employer's Pension Contibutions 56 Schedule of Changes in the Fire Relief Association's Net Pension Liability (Asset) and Related Ratios 57 Schedule of Funding Progress 58 Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - General Fund 60 Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - Community Center Fund 62 Schedule of Revenues, Expenditures and Changes in Fund Balance - Budget and Actual - Economic Development Authority Fund 63 Notes to the Required Supplementry Information 64 Combining Individual Fund Statements Nonmajor Governmental Funds Combining Balance Sheet 65 Combining Statement of Revenues, Expenditures and Changes in Fund Balance 66 (continued) CITY OF MONTICELLO Comprehensive Annual Financial Report Table of Contents December 31, 2015 (continued) Internal Service Funds Pape Combining Statement of Net Position 67 Combining Statement of Revenues, Expenses and Changes in Net Position 68 Combining Statement of Cash Flows 69 Other Supplementry Schedules 87 Schedule of Revenues (Sources) and Expenditures (Uses) - General Fund 71 Schedule of Assets, Liabilities, and Fund Balances - Economic Development Authority 76 Schedule of Revenues, Expenditures and Other Financing Sources (Uses) - Economic Development Authority 78 Schedule of Assets, Liabilities, Deferred Inflows of Resources, and Fund Balances - Debt Service Activities 80 Schedule of Revenues, Expenditures and Other Financing Sources (Uses) - Debt Service Activities 81 STATISTICAL SECTION Financial trends Net Position by Component - Last Ten Fiscal Years 83 Changes in Net Position - Last Ten Fiscal years 84 Fund Balances of Governmental Funds - Last Ten Fiscal Years 86 Changes in Fund Balances of Governmental Funds - Last Ten Fiscal Years 87 Governmental Funds Tax Revenues by Source - Last Ten Fiscal Years (modified accrual basis) 88 General Governmental Tax Revenues by Source - Last Ten Fiscal Years (accrual basis) 89 Revenue capacity Tax Capacity Value and Estimated Market Value of Taxable Property - Last Ten Fiscal Years 90 Property Tax Rates - All Direct and Overlapping Governments - Last Ten Fiscal Years 91 Property Tax Levies and Collections - Last Ten Fiscal Years 92 Principal Property Taxpayers - Current Year and Nine Years Ago 93 Water Sold by Customer Type - Last Ten Fiscal Years 94 Water and Sewage Utility Rates - Last Ten Fiscal Years 95 Debt capacity Ratios of Outstanding Debt by Type - Last Ten Fiscal Years 96 Ratios of Net General Obligation Bonded Debt Outstanding - Last Ten Fiscal Years 97 Legal Debt Margin Information - Last Ten Fiscal Years 98 Computation of Direct and Overlapping Debt 99 Schedule of General Obligation Revenue Bond Coverage - Last Two Fiscal Years 100 Economic and demographic information Demographic & Economic Statistics - Last Ten Fiscal Years 101 Principal Employers - Current Year and Eight Years Ago 102 Operating information City Government Employees by Function /Program - Last Ten Fiscal Years 103 Operating Indicators by Function - Last Ten Fiscal Years 104 Capital Assets Statistics by Function - Last Ten Fiscal Years 106 INTRODUCTORY SECTION Letter of Transmittal CITY OF-- MonticeU I---- Finance Department June 27, 2016 To the Honorable Mayor, Members of the City Council, and the Citizens of the City of Monticello: I am pleased to present the Comprehensive Annual Financial Report (CAFR) of the City of Monticello, Minnesota (the city) for the fiscal year ended December 31, 2015. Responsibility for both the accuracy of the data and the completeness and fairness of the presentation, including all disclosures, rests with the city. To the best of our knowledge and belief, the enclosed data is accurate, in all material respects, and is reported in a manner designed to present fairly the financial position and results of operations of the various funds of the city. All disclosures necessary to enable the reader to gain an understanding of the city's financial activities have been included. Management assumes full responsibility for the completeness and reliability of the information contained in this report, based upon a comprehensive framework of internal control that it has established for this purpose. Because the cost of internal control should not exceed anticipated benefits, the objective is to provide reasonable, rather than absolute, assurance that the financial statements are free of any material misstatements. The city's financial statements have been audited by Malloy, Montague, Karnowski, Radosevich & Co., P.A. (MMKR), a firm of licensed certified public accountants. The goal of the independent audit was to provide reasonable assurance that the financial statements of the city for the fiscal year ended December 31, 2015 are free of material misstatements. The independent audit involved examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements, assessing the accounting principles used and significant estimates made by management, and evaluating the overall financial statement presentation. The independent auditor concluded, based upon the audit, that there was a reasonable basis for rendering an CITY OF MONTICELLO unmodified opinion that the city's financial statements for the fiscal year ended December 31, 2015, are fairly presented in conformity with accounting principles generally accepted in the United States of America. The independent auditor's report is presented as the first component of the financial section of this report. The preparation of this CAFR is a requirement of state law. Also, the CAFR is required by the bond rating agencies before they will rate the city's bonds. The report can be used by the city council and the citizens of the city to gain a better understanding of the financial condition of the city. Accounting principles generally accepted in the United States of America require that management provide a narrative introduction, overview, and analysis to accompany the basic financial statements in the form of Management's Discussion and Analysis (MD &A). This letter of transmittal is designed to complement the MD &A and should be read in conjunction with it. The city's MD &A can be found immediately following the report of the auditors. PROFILE OF THE CITY The city is situated in a prime location on Interstate 94 between the cities of Minneapolis /St. Paul and St. Cloud. The city has experienced remarkable growth within the last 15 years in the residential, commercial, office, and retail sectors. The city is a rapidly growing, freestanding urban fringe community encompassing approximately 5,000 acres and a population of 13,125. The city is home to one of Minnesota's two nuclear power plants, both owned by Xcel Energy, Inc. (NYSE: XEL). With a small carbon footprint, the Xcel plant is also the city's largest employer and property taxpayer. Additionally, Monticello's business friendly environment provides a home for Cargill Kitchen Solutions. The privately- owned, agri -giant is the city's largest customer of water and sewage utility services. The city was founded by second - generation Americans who migrated west in the mid- 1800s. Early settlers found the gently sloping banks and shallow river levels of the Mississippi River made a logical place for a river crossing. Incorporated in 1856, the city grew quickly during the early settlement years and then leveled to a population of about 1,300. It was this original settlement that became the core city and survives today as downtown Monticello. The city operates under the "Optional Plan A" form of government as defined in Minnesota Statutes. Under this plan, the government of the city is directed by a city council composed of an elected mayor and four elected council members. The city council exercises legislative authority and determines all matters of policy. The city council appoints personnel responsible for the proper administration of all affairs relating to the city. Council members serve Letter of Transmittal four -year terms, with two members elected every two years. The mayor is elected for a two -year term. The mayor and members of the city council are elected at large. The city provides a full range of services: the construction and maintenance of streets and other infrastructure; snow removal; park and cemetery maintenance; recreational and cultural activities; water, sewer, surface water, residential garbage, and recycling systems; community development, building inspection, planning, police, fire, and liquor store operations; a city -run fiber optic system and community center; and general government operations, including administration, finance /accounting, information systems, community information, and general government buildings. The city council is required to adopt a final budget by late December for the subsequent year. The budget is prepared by fund, function (e.g. public works), and department (e.g. streets and alleys). Transfers of appropriations between funds require the approval of the city council. The legal level of budgetary control is the department level in the General Fund and fund level in all other funds. Budget amendments require city council approval. FINANCIAL PLANNING AND THE LOCAL ECONOMY The city is recovering slowly from recent economic woes that have affected other communities in Wright County and throughout the state of Minnesota. The nuclear power plant provides the city with a relatively stable tax and employment base. During the economic downturn, new commercial development came to virtual standstill and today growth remains anemic. However, the city lost very few of its local businesses, although some reduced their workforce and scaled back operations. The rapid residential growth starting nearly a decade ago has slowed significantly but the city was not hit with a large number of foreclosed homes. In the past, the state of Minnesota has reduced local government aid (LGA) and the market value homestead credit (MVHC) to cities and counties as a way to balance its own budget. Since the city does not receive LGA, the city's finances are relatively insulated from the state's budget problems. In 2012, the state eliminated the MVHC and replaced it with a Market Value Exclusion program, which the city incorporated into its 2015 budget. The new program shifted more of the tax burden to nonresidential property taxpayers. The economy and housing market has also affected city revenues for building permits. The city issued 1,323 building permits in 2006 with a total valuation of $45,572,690. In 2015, the city issued 768 permits with a total valuation of $36,242,742. New residential infrastructure construction will need to occur to support the same level of residential building permits in the future. CITY OF MONTICELLO Fortunately, the city does not rely on the state as a major funding source (LGA). In addition, the city has budgeted conservatively over the years, resulting in very modest growth in the property tax levy. To assist external stakeholders, the city is exploring various ways to better represent its financial position, such as the elimination of all interfund loans /receivables in 2012. Other initiatives include consolidating funds with similar purposes, distributing unallocated expenses and aggregating similar costs for distribution as single amounts to each budget unit. Further, staff continues to refine the chart of accounts with the goal of providing better information to decision makers. MAJOR INITIATIVES The city has three major ongoing initiatives in 2015. The first ongoing initiative is the revitalization of its historic downtown. The downtown is the oldest part of the city and many buildings are in need of maintenance or demolition. In addition, the amount of traffic on State Highway 25 and County Road 75 makes both vehicle and pedestrian traffic difficult to move from one area of the downtown to another. Because of these issues, a number of the store fronts are unoccupied. To address these issues, the city completed an Embracing Downtown Monticello initiative with the goal to identify needed improvements and enhancements, which will once again make the downtown area a vibrant shopping and resident destination. The challenge moving Letter of Transmittal forward will be the implementation of the plan and creating development opportunities within the downtown area for new and existing businesses. The second ongoing initiative is the joint purchase with Wright County of Bertram Chain of Lakes properties. The city and Wright County have already acquired 758 acres of the 1,200 acre site. The 1,200 acre site includes four pristine lakes and woodlands, which when purchased will become a regional park. Wright County and the city obtained matching grant funds from the state to purchase additional acreage in 2016. Stabilizing the operations of the city fiber optics operations is the last initiative. After a succession of general managers and settlement of the bondholder claims, the city is positioned to move forward with a leaner, less expensive telecommunications utility. INTERNAL CONTROL The management of the city is responsible for establishing and maintaining internal control designed to ensure that the assets of the city are protected from loss, theft, or misuse and that adequate accounting data is compiled to allow for the preparation of financial statements in conformity with accounting principles generally accepted in the United States of America. The city's internal controls are designed to provide reasonable, but not absolute assurance that these objectives are met. The concept of reasonable assurance recognizes that: 1) the cost of a control should not exceed the benefits likely to be derived, and 2) the valuation of cost and benefit requires estimates and judgments by management. The city's internal controls are subject to periodic evaluation by management and the Finance Department staff of the city. BUDGETING CONTROLS In addition, the city maintains budgetary controls. The objective of these budgetary controls is to assure compliance with legal provisions embodied in the annual appropriated budget approved by the city council. Activities of the General Fund are included in the annual appropriated budget. The level of budgetary control (that is, the level at which expenditures cannot legally exceed the appropriated amount) is established by department within the General Fund. The city council also adopts a five -year Capital Improvement Program as a financial planning document for its capital project and enterprise funds. As demonstrated by the statements and schedules included in the financial section of this report, the city continues to meet its responsibility for sound financial management. CITY OF MONTICELLO ACKNOWLEDGEMENTS The Government Finance Officers Association of the United States and Canada (GFOA) awarded a Certificate of Achievement for Excellence in Financial Reporting to the city for its CAFR for the fiscal year ended December 31, 2014. This was the fifth year that the city has achieved this prestigious award. In order to be awarded a Certificate of Achievement, the city had to publish an easily readable and efficiently organized CAFR. This report must satisfy both accounting principles generally accepted in the United States of America and applicable legal requirements. A certificate of Achievement is valid for a period of one year only. We believe that our current CAFR continues to meet the Certificate of Achievement Program's requirements and we are submitting it to the GFOA to determine its eligibility for another certificate. The 2015 CAFR meets the highest professional standards and was prepared in a timely and cost effective manner. The preparation of this report would not have been possible without the efficient and dedicated service of the entire staff of the finance department, especially Finance Manager Sarah Rathlisberger, and through the helpful guidance and assistance from our auditing firm, MMKR. I wish to express my appreciation to all members of the department who assisted and contributed to the preparation of this report. Credit also must be given to the mayor and city council for their unfailing support for maintaining the highest standards of professionalism in the management of the city's finances. Respectfully submitted, �)_ J cv_ Wayne W. Oberg, MBA, CPA Finance Director Certificate of Achievement Government Finance Officers Association Certificate of Achievement for Excellence in Financial Reporting Presented to City of Monticello Minnesota For its Comprehensive Annual Financial Report For the Fiscal Year Ended December 31, 2014 Executive Director /CEO CITY OF MONTICELLO The Government Finance Officers Association of the United States and Canada (GFOA) awarded a Certificate for Excellence in Financial Reporting to the City of Monticello, Minnesota for its Comprehensive Annual Financial Report for the fiscal year ended December 31, 2014. The Certificate of Achievement is a prestigious national award recognizing conformance with the highest standards for preparation of state and local government reports. In order to be awarded a Certificate of Achievement, a governmental unit must publish an easily readable and efficiently organized Comprehensive Annual Financial Report, whose contents conform to program standards. Such reports must satisfy both generally accepted accounting principles and applicable legal requirements. A Certificate of Achievement is valid for a period of one year only. We believe our current report continues to conform to Certificate of Achievement program requirements, and we are submitting it to the GFOA. Organization Chart CITY OF MONTICELLO Human Finance Community Resource Director Development Manaeer Director Finance Economic Department Development Data Building Processing Inspections Audit Receptionist Department of Motor Vehicles Liquor Operations Consulting Planner Citizens of Monticello City Commissions & )uncil Advisory Boards City Administrator C F City I Public I I Community I I City Fire I FiberNet I Contracted Engineer Works Center Clerk Chief Operation Services Director Director Construction Streets Community Elections Fire FiberNet City Inspectors Department Center Department Sales [At torney Consulting Parks FiberNet Sheriffs Engineer Department Office Department Utilities FiberNet Animal Department Plant Control Operations Refuse County Collection Assessor 5 Directory of Officials MAYOR & CITY COUNCIL CITY STAFF Position Name Term Expires Mayor ...................................................... ............................... Brian Stumpf 12/31/2016 Council ................................................... ............................... Glen Posusta 12/31/2016 Council .................................................... ............................... Tom Perrault 12/31/2016 Council ..................................................... ............................... Lloyd Hilgart 12/31/2018 Council ......................... ............................... ......................Charlotte Gabler 12/31/2018 City Administrator .......................... Finance Director ............................ Community Development Director Public Works Director ................... Economic Development Director.. City Clerk ........ ............................... Human Resource Manager........... Liquor Store Manager ................... DMV Manager ............................... Finance Manager .......................... Utility Superintendent .................... Street Superintendent ................... Parks Superintendent ................... Community Center Director .......... Chief Building Official .................... Fire Chief ........ ............................... Communications Coordinator ....... PROFESSIONAL SERVICES City Attorney........ City Engineer....... Law Enforcement Financial Advisor. ...............Jeff O'Neill .......... Wayne Oberg ..Angela Schumann .......... Wayne Oberg ...............Jeff O'Neill ...Jennifer Schreiber ............ Tracy Ergen ..... Randall Johnsen ..... Carolyn Granger Sarah Rathlisberger .......... Matt Theisen ............Tom Moores ........... Tom Pawelk ...... Kathleen Baltos ...............John Rued ..............Daryl Gilles .......Rachel Leonard ..........Campbell Knutson, P.A. .................. WSB & Associates Wright County Sherriff's Office ........Northland Securities, Inc. CITY OF MONTICELLO FINANCIAL SECTION CERTIFIED A C C O U N' INDEPENDENT AUDITOR'S REPORT To the City Council and Management City of Monticello, Minnesota REPORT ON THE FINANCIAL STATEMENTS We have audited the accompanying financial statements of the governmental activities, the business -type activities, each major fund, and the aggregate remaining fund information of the City of Monticello, Minnesota (the City) as of and for the year ended December 31, 2015, and the related notes to the financial statements, which collectively comprise the City's basic financial statements as listed in the table of contents. MANAGEMENT'S RESPONSIBILITY FOR THE FINANCIAL STATEMENTS Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. AUDITOR'S RESPONSIBILITY Our responsibility is to express opinions on these financial statements based on our audit. We conducted our audit in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States. Those standards require that we plan and perform the audit to obtain reasonable Principals Thomas M. Montague, CPA Thomas A. Karnowski, CPA Paul A. Radosevich, CPA William J. Lauer, CPA James H. Eichten, CPA Aaron J. Nielsen, CPA Victoria L. Holinka, CPA assurance about whether the financial statements are free from material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the financial statements. The procedures selected depend on the auditor's judgment, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the City's preparation and fair presentation of the financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the City's internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinions. OPINIONS In our opinion, the financial statements referred to above present fairly, in all material respects, the respective financial position of the governmental activities, the business -type activities, each major fund, and the aggregate remaining fund information of the City as of December 31, 2015, and the Malloy, Montague, Karnowski, Radosevich, & Co., P.A. 5353 Wayzata Boulevard • Suite 410 • Minneapolis, MN 55416 • Telephone: 952 - 545 -0424 - Telefax: 952 - 545 -0569 • www.mmkr.com (continued) respective changes in financial position and, where applicable, cash flows thereof, for the year then ended, in accordance with accounting principles generally accepted in the United States of America. EMPHASIS OF MATTER As described in Note 1 of the notes to basic financial statements, the City has implemented Governmental Accounting Standards Board (GASB) Statement No. 68, Accounting and Financial Reporting for Pensions —an amendment of GASB Statement No. 27, and GASB Statement No. 71, Pension Transition for Contributions Made Subsequent to the Measurement Date —an amendment of GASB Statement No. 68, during the year ended December 31, 2015. Our opinion is not modified with respect to this matter. OTHER MATTERS Required Supplementary Information Accounting principles generally accepted in the United States of America require that the Management's Discussion and Analysis and the required supplementary information (RSI), as listed in the table of contents, be presented to supplement the basic financial statements. Such information, although not a part of the basic financial statements, is required by the GASB, who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. We have applied certain limited procedures to the RSI in accordance with auditing standards generally accepted in the United States of America, which consisted of inquiries of management about the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We do not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance. Other Information Our audit was conducted for the purpose of forming opinions on the financial statements that collectively comprise the City's basic financial statements. The introductory section, combining individual fund statements and other supplementary schedules, and statistical section, as listed in the table of contents, are presented for purposes of additional analysis and are not required parts of the basic financial statements. The combining individual fund statements and other supplementary schedules are the responsibility of management and were derived from and relate directly to the underlying accounting and other records used to prepare the basic financial statements. Such information has been subjected to the auditing procedures applied in the audit of the basic financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the basic financial statements or to the basic financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America. In our opinion, the information is fairly stated, in all material respects, in relation to the basic financial statements as a whole. The introductory and statistical sections have not been subjected to the auditing procedures applied in the audit of the basic financial statements and, accordingly, we do not express an opinion or provide any assurance on them. OTHER REPORTING REQUIRED BY GOVERNMENT A UDITING STANDARDS In accordance with Government Auditing Standards, we have also issued our report dated June 27, 2016 on our consideration of the City's internal control over financial reporting and on our tests of its compliance with certain provisions of laws, regulations, contracts, grant agreements, and other matters. The purpose of that report is to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an opinion on internal control over financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City's internal control over financial reporting and compliance. Minneapolis, Minnesota June 27, 2016 Avow lw MANAGEMENT'S DISCUSSION AND ANALYSIS SECTION Management's Discussion and Analysis Management's Discussion and Analysis As management of the City of Monticello, Minnesota (the city), we offer readers of the city's financial statements this narrative overview and analysis of the financial activities of the city for the fiscal year ended December 31, 2015. We encourage readers to consider the information presented here in conjunction with additional information that we have furnished in our letter of transmittal, which can be found on pages 1 -3 of this report. Overview of the Basic Financial Statements The discussion and analysis are intended to serve as an introduction to the city's basic financial statements. The city's basic financial statements comprise three components: 1) government -wide financial statements, 2) fund financial statements, and 3) notes to the financial statements. This report also contains other supplementary information in addition to the basic financial statements themselves. COMPONENTS OF THE ANNUAL FINANICAL REPORT ----------------- Management's Basic Required Discussion and Financial Supplementary Analysis Statements Information Government -wide Fund Notes to the Financial Financial Statements Financial Statements Statements Summary Detail Government -Wide Financial Statements — The government -wide financial statements are designed to provide readers with a broad overview of the city's finances, in a manner similar to private sector businesses. CITY OF MONTICELLO The Statement of Net Position presents information on all of the city's assets and deferred outflows of resources, and liabilities and deferred inflows of resources, with the difference between them reported as net position. Over time, increases or decreases in net position may serve as a useful indicator of whether the financial position of the city is improving or deteriorating. The Statement of Activities presents information showing how the city's net position changed during the most recent fiscal year. All changes in net position are reported as soon as the underlying event giving rise to the change occurs, regardless of the timing of related cash flows. Thus, revenues and expenses are reported in this statement for some items that will only result in cash flows in future fiscal periods (delinquent taxes and special assessments). Both of the government -wide financial statements distinguish functions of the city that are principally supported by taxes and intergovernmental revenue (governmental activities) from other functions that are intended to recover all or a significant portion of their costs through user fees and charges (business -type activities). The governmental activities provided by the city include general government, public safety, public works, sanitation, transit, recreation and culture, and economic development. Business -type activities include water, sewage, liquor, fiber optics, and deputy registrar activities. The government -wide financial statements include not only the city itself (known as the primary government), but also the Economic Development Authority (EDA). The EDA is a legally separate entity which functions, in essence, as a department of the city, to provide redevelopment assistance through the administration of various programs. Therefore, the EDA has been included as an integral part of the city's financial statements. The government -wide financial statements can be found on pages 19 -21 of this report. Fund Financial Statements — A fund is a grouping of related accounts that is used to maintain control over resources that have been segregated for specific activities or objectives. The city, like other state and local governments, uses fund accounting to ensure and demonstrate compliance with finance - related legal requirements. All of the funds of the city can be divided into two categories: governmental funds and proprietary funds. Governmental Funds — Governmental funds are used to account for essentially the same functions reported as governmental activities in the government -wide financial statements. However, unlike the government -wide financial statements, governmental fund financial statements focus on near - term inflows and outflows of spendable resources, as well as the balances of Management's Discussion and Analysis spendable resources available at the end of the fiscal year. Such information may be useful in evaluating a government's near -term financing requirements. Because the focus of governmental funds is narrower than that of the government -wide financial statements, it is useful to compare the information presented for governmental funds with similar information presented for governmental activities in the government -wide financial statements. By doing so, readers may better understand the long -term impact of the government's near -term financing decisions. Both the governmental funds Balance Sheet and Statement of Revenue, Expenditures, and Changes in Fund Balances provide a reconciliation to facilitate the comparison between governmental funds and governmental activities. The city maintains several individual governmental funds. Information is presented separately in the governmental funds Balance Sheet and in the governmental funds Statement of Revenue, Expenditures, and Changes in Fund Balances for the General Fund, Community Center Special Revenue Fund, EDA Special Revenue Fund, Debt Service Fund, and Capital Projects Fund, all of which are considered to be major funds. Data from the remaining governmental funds are combined into a single, aggregated presentation. Individual fund data for each of these nonmajor governmental funds is provided in the form of combining statements elsewhere in this report. The city adopts an annual budget for its General Fund and major special revenue funds. A budgetary comparison schedule has been provided within the required supplementary information for the General Fund and major special revenue funds to demonstrate compliance with the adopted budgets. The governmental fund financial statements can be found on pages 22 -25 of this report. Proprietary Funds — The city maintains two different types of proprietary funds. Enterprise funds are used to report the same functions presented as business - type activities in the government -wide financial statements. The city maintains five enterprise funds which are considered proprietary funds. Enterprise funds are used to report the same functions presented as business -type activities in the government -wide financial statements. The city uses enterprise funds to account for its water and sewage service operations, liquor sales operation, fiber optics, and deputy registrar operations. Internal service funds are an accounting device used to accumulate and allocate costs internally among the city's various functions. The city uses internal service funds to account for benefits accruals, information technology (IT) services, and central equipment services. Because these internal service fund activities predominantly benefit governmental rather than business -type functions, they have been included within governmental activities in the government -wide financial statements. CITY OF MONTICELLO Proprietary funds provide the same type of information as the government -wide financial statements, only in more detail. The proprietary fund financial statements provide separate information for each of the enterprise operations. The internal service funds are combined into a single, aggregated presentation in the proprietary fund financial statements. Individual fund data for the internal service funds is provided in the form of combining statements elsewhere in this report. The proprietary fund financial statements can be found on pages 26 -31 of this report. Notes to Basic Financial Statements — The notes to basic financial statements provide additional information that is essential to obtaining a full understanding of the data provided in the government -wide and fund financial statements. The notes to the basic financial statements can be found on pages 32 -54 of this report. Other Information — In addition to the basic financial statements and accompanying notes, this report presents required supplementary information on activity related to the defined benefit pension plans and the other post - employment benefits (OPEB) plan as well as budgetary comparison information. Combining statements for nonmajor governmental funds, internal service funds, and other supplementary schedules including activities of the General, Economic Development Authority, and Debt Service funds, can also be found in the combining individual fund statements section of this report. Required supplementary information and combining individual fund statements can be found starting on page 55. 10 Management's Discussion and Analysis Financial Highlights The assets and deferred outflows of resources of the city exceeded its liabilities and deferred inflows of resources at year -end by $117,763,474 (net position). Of this amount, $26,308,049 (unrestricted net position) may be used to meet the city's ongoing obligations to citizens and creditors. As of the close of the current fiscal year, the city's governmental funds reported combined ending fund balances of $28,976,250, an increase of $5,054,912, or 21.1 percent. Nonspendable, restricted, and assigned uses of fund balance totaled $24,102,756, leaving an unassigned fund balance of $4,873,494. The 2015 year -end unassigned fund balance is $668,763, or 15.9 percent, higher than the 2014 ending balance. At the end of the current fiscal year, unassigned fund balance for the General Fund was $4,873,494, or 72.6 percent, of total General Fund expenditures for 2015. The city targets 45 percent of next year's expenditure budget as the optimum fund balance level, providing a reserve for cash flow during the first six months of each subsequent year until property tax receipts are released from the county treasurer's office and distributed to the local levels of government. The state auditor recommends that local governments maintain an unrestricted fund balance of approximately 35 -50 percent of operating revenues or no less than five months of operating expenditures for the General Fund. The General Fund's heavy dependence on property tax revenues validates the 45 percent target. (Source: Minnesota Office of the State Auditor: Fund Balance Reporting and Governmental Fund Type Definitions, based on Governmental Accounting Standards Board (GASB) Statement No. 54, 2010 -1003 Revised July 2012). In 2015, government -wide capital assets declined by $8,862,103 because disposals and depreciation on existing assets exceeded acquisitions. Through its governmental activities, the city acquired land for Bertram Chain of Lakes park development at a cost of $241,761. This acquisition included a $100,000 DNR grant and $70,880 contribution from the County. However, the City contributed other pieces of land at Bertram Chain of Lakes to the County for $5,511,547 in 2015. The city's total long -term liabilities increased by $868,109, or 3.1 percent, in 2015. Principal payments made on outstanding debt totaled $5,364,000. The city issued $2,605,000 in general obligations bonds to finance capital project costs and $615,268 of PFA loan for wastewater treatment plant improvements in 2015. The 2015B general obligation bonds are accounted for in the Debt Service Fund and will be paid from special assessments and property taxes. CITY OF MONTICELLO The PFA loan is accounted for in the Sewage Fund and utility customer charges will generate the cash needed for repayment of this debt. 11 Management's Discussion and Analysis GOVERNMENT -WIDE FINANCIAL ANALYSIS Current and other assets Capital assets Total assets Deferred outflows of resources Long -term liabilities Other liabilities Total liabilities Deferred inflows of resources NET POSITION Governmental Activities 2015 2014 $ 36,074,680 $ 33,296,323 58, 497, 221 66, 301, 813 94, 571, 901 99, 598,136 270,113 - 24,186,732 24,734,406 1,399,698 1,363,950 25,586,430 26,098,356 378,179 - Business -Tvoe Activities 2015 2014 $ 9,984,124 $ 10,138,195 44, 298, 041 45, 355, 552 54,282,165 55,493,747 129,955 - 4,762,207 3,346,424 541,740 908,107 5,303,947 4,254,531 222,104 - CITY OF MONTICELLO Total 2015 2014 $ 46,058,804 $ 43,434,518 102, 795, 262 111, 657, 365 148, 854, 066 155, 091, 883 400,068 - 28,948,939 28,080,830 1,941,438 2,272,057 30,890,377 30,352,887 600,283 - Net position Net investment in capital assets 38,099,568 48,253,810 40,722,087 42,117,264 78,821,655 90,371,074 Restricted 12,633,770 10,453,449 - - 12,633,770 10,453,449 Unrestricted 18,144,067 14,792,521 8,163,982 9,121,952 26,308,049 23,914,473 Total net position $ 68,877,405 $ 73,499,780 $ 48,886,069 $ 51,239,216 $ 117,763,474 $ 124,738,996 By the far the largest portion of the city's net position (67 %) reflects investment in capital assets (e.g. land, buildings, structures, systems, machinery, equipment, infrastructure, and intangible assets), net of any related debt used to acquire those assets that is still outstanding. The city uses assets to provide services to citizens; consequently, these assets are not available for future spending. Although the city's investment in capital assets is reported net of related debt, it should be noted that resources needed to repay this debt must be provided from other sources, since capital assets themselves cannot be used to liquidate these liabilities. A small portion of the city's net position (11 %) represents resources that are subject to external restrictions on how they can be used. The remaining unrestricted net position of $26,308,049 may be used to meet the ongoing obligations to citizens and creditors. Of the unrestricted net position, $8,163,982 (31 %) is attributable to business -type activities. The unrestricted governmental activities net position increased $3,351,546 (23 %), while business -type activities unrestricted net position decreased $957,970 (11 %). The government -wide total unrestricted net position increased $2,393,576 (10 %), reflecting revenues exceeding conservative budgeted estimates. The $7,804,592 (12 %) decrease in governmental activities capital assets is reflective of the contribution of land to the county and depreciation exceeding reinvestment. Business -type capital assets decreased $1,057,511 (2 %) also due to depreciation exceeding reinvestment. Net investment in capital assets, which is capital assets less related debt, declined when the city contributed land at Bertram Chain of Lakes to Wright County. This land was not purchased with debt. 12 Management's Discussion and Analysis Revenues Program revenues Charges for services Operating grants and contributions Capital grants and contributions General revenues Property taxes Tax increments Franchise taxes Unrestricted grants and aids Unrestricted investment earnings Gain on sale of assets Other Total revenues Expenses General government Public safety Public works Sanitation Transit Recreation and culture Economic development Interest and fiscal charges Water Sewage Liquor Fiber optics Deputy registrar Total expenses Increase in net position CITY OF MONTICELLO CHANGE IN NET POSITION Governmental Activities Business -Type Activities Total 2015 2014 2015 2014 2015 2014 $ 2,663,578 $ 2,096,398 $ 6,912,512 $ 6,748,031 $ 9,576,090 $ 8,844,429 355,041 295,828 - - 355,041 295,828 2,667,710 1,774,628 1,454,980 488,628 4,122, 690 2,263,256 8,683,585 8,393,374 - - 8,683,585 8,393,374 727,617 826,363 - - 727,617 826,363 333,484 357,409 - - 333,484 357,409 - 27,502 - - - 27,502 278,465 784,347 108,191 399,757 386,656 1,184,104 30,473 - 88,157 - 118,630 - - 217,643 - - - 217,643 15, 739, 953 14, 773, 492 8,563,840 7,636,416 24, 303, 793 22,409, 908 1,447,725 1,488,243 1,960,009 1,880,193 5,312,612 5,223,345 563,477 517,956 40,000 10,000 3,524,979 2,882,127 1,547,875 1,084,620 735,753 649,854 15,132, 430 13, 736, 338 1,102, 610 1,084,882 2,661,990 2,762,357 798,631 692,976 2,536,461 2,919,170 313,968 300,236 7,413,660 7,759,621 1,447,725 1,488,243 1,960,009 1,880,193 5,312,612 5,223,345 563,477 517,956 40,000 10,000 3,524,979 2,882,127 1,547,875 1,084,620 735,753 649,854 1,102, 610 1,084,882 2,661,990 2,762,357 798,631 692,976 2,536,461 2,919,170 313,968 300,236 22,546,090 21,495,959 before transfers and special items 607,523 1,037,154 1,150,180 (123,205) 1,757,703 913,949 Transfers 2,301,045 (3,411,500) (2,301,045) 3,411,500 - - Special item: gain on extinguishment of debt - - - 20,990,451 - 20,990,451 Special item: contribution of land to county (5,511,547) - - - (5,511,547) - Change in net position (2,602,979) (2,374,346) (1,150,865) 24,278,746 (3,753,844) 21,904,400 Net position, as restated, January 1* 71, 480, 384 75, 874,126 50, 036, 934 26, 960, 470 121, 517, 318 102, 834, 596 Net position, December 31 $ 68,877,405 $ 73,499,780 $ 48,886,069 $ 51,239,216 $ 117,763,474 $ 124,738,996 * GASB Statement No. 68 was implemented for the year ended December 31, 2015 and required a $3,221,678 restatement of beginning net position. Prior year amounts were not restated causing a variance in ending net position at December 31, 2014 and beginning net position on January 1, 2015. See Note 14. 13 Management's Discussion and Analysis Revenues by Source - Governmental Acthrities Investment Charges for earnings services 17% Operating grants & 12% contributions z% Property, taxes 55% grants & contributions contributions 17 010 Tax increment Franchise taxes 5% 2% Program Expenses and Revenues - Goverrxner�tal Activities $6 55 $d $3 $2 ���e t�`c yea 110 °� Q� cae J U G °dim d�a``° ■ Program Expenses ■ Program Revenues CITY OF MONTICELLO Governmental Activities. The most significant revenue source for governmental activities is property taxes at 55% of total revenues. Property taxes support the General Fund, Community Center Fund, Capital Project Fund, and Debt Service Fund. Charges for services accounts for 17% of revenues, most of which is generated by the Community Center. Capital grants and contributions include special assessments and revenues from other sources restricted to capital asset acquisition. Investment earnings include both interest received and the increase (decrease) in the investment market values. Tax increments are property taxes collected in tax increment financing districts and are restricted for development purposes. Public works (engineering, streets, ice and snow removal, shop and garage, street lighting, etc.) expenses are the most significant (35 %), followed by recreation and culture (23 %), public safety (13 %), general government (10 %), economic development (10 %), and others (9 %). Included in these amounts is depreciation expense, which is 27% of the total expenses for governmental activities. Governmental activities revenues increased $966,461 (6.5 %) in the current year, with the most significant portions of the increase attributable to charges for services and capital grants & contributions. In 2015, the negative change in investment market values decreased the interest earnings by 65 %. Governmental activities investment earnings for 2015 totaled $278,465. Property taxes collections increased by 3.5 percent with a 4.7 percent higher tax levy. Capital grants and contributions were affected by assessment collections and a grant for land acquisition. Governmental activities expenses increased $1,396,092 (10 %) in the current year. The most significant changes in program expenses were as follows: • Recreation and culture increased $642,852 (22 %) with larger operational and development planning expenditures and recognition of additional accrued employee benefits. • Economic development expenses increased $463,255 (43 %), which was primarily the downward adjustment of land held for resale values. • Other large percentage changes but relatively low dollar impacts included: Sanitation expenses increased $45,521 (9 %) from higher charges in the new contract with a private waste hauler; Transit increased $30,000 (300 %) with 2015 as the first full year with a new service provider; Interest and fiscal charges increased $85,899 (13 %) due to the amortization of bond discount on the 2008A bond paid off in 2015. 14 Management's Discussion and Analysis Revenues by Source - Business -Type Activities Investment Capital grants & earnings contributions) r 1% 18% Charges for services 81% rr� CITY OF MONTICELLO Business -type Activities. Business -type activities decreased the city's net position by $1,150,865, which is $25,429,611 less than the prior fiscal year increase of $24,278,746. Key elements of the change are as follows: The Fiber Optics Fund recorded a special item gain on extinguishment of debt for $20,990,451 in 2014. The gain reflected the extinguishment of $26,445,000 in revenue bonds minus cash from a transfer in and the payment of restricted cash held by a trustee. Transfers out in 2015 caused the decrease in net position while there was a net transfer into the business -type activities in 2014. Business -type activities investment earnings for 2015 totaled $108,191. This is a $291,566 decrease from the prior year's investment earnings of $399,757. As noted earlier in the governmental activities section, swings in market value have a significant impact on net investment earnings. Capital grants and contributions for water and sewer trunk charges are now accounted for in each respective enterprise fund. The city also recorded capital contributions from a PFA grant. Capital contributions for 2015 totaled $1,454,980. FINANCIAL ANALYSIS OF THE CITY'S FUNDS Governmental funds. The focus of the city's governmental funds is to provide information on near -term inflows, outflows, and balances of spendable resources. Such information is useful in assessing the city's financing requirements. In particular, spendable fund balances may serve as a useful measure of a government's net resources available for expenditure at the end of the fiscal year. At December 31, 2015, the city's governmental funds reported total ending fund balances of $28,976,250, an increase of $5,054,912 (21 %) when compared with the prior year. Nearly 30% or $8,619,905 of the total ending fund balances constituted restricted fund balances, which are considered unavailable for appropriation for general operations. The $4,373,045 nonspendable fund balance accounted for 15% of total governmental fund balances and is comprised of land held for resale and prepaid items. At the end of the fiscal year, the General Fund reported a fund balance of $4,986,796, increasing $655,738 (15 %) from the prior year. General fund revenues were $518,644 (7 %) more than the prior fiscal year and expenditures increased by $305,862 (5 %). Transfers out increased by $4,012 to $297,012: a 15 Management's Discussion and Analysis $94,900 annual transfer to the EDA Fund and a one -time $202,112 to the Benefit Accrual Fund, an internal service fund initiated to accumulate resources for employee liabilities. General government expenditures increased $14,528 (1 %) with most of the increase related to employee costs. Ice & removal and engineering were largely responsible for the $83,807 (5 %) decline in public works expenditures. Recreation and culture expenditures increased by $171,707 (22 %) primarily caused by additional internal service fund equipment leasing and pathway maintenance now accounted for in the General Fund. Public safety expenditures increased $127,913 (7 %) with inflation to the Wright County law enforcement contract and increased activity in building inspection. The city also made a one -time payout of accumulated sick leave benefits when it switched to a paid- time -off (PTO) benefit system. The PTO caused payout of $157,122 was spread over the all the affected budget units. The fund balance in the Community Center Fund increased $188,618 (43 %) to $629,442. Reflecting higher membership fees, charges for services increased $77,614 (6 %) to $1,401,024 in 2015. The transfer for debt service decreased from $1,040,000 in 2014 to $1,005,000 in 2015. The community center debt is fully amortized at the end of 2015. The fund balance in Economic Development Authority (EDA) Fund decreased $348,809 (5 %) to $6,562,865. The assigned fund balance, which is available for general EDA activity, equaled $2,003,498 at year end. Land held for resale declined $745,800 (22 %) to $2,682,957. Land held for resale receives the same accounting treatment, lower of cost or market, as inventory. No land held for resale was sold in 2015. At year end, the restricted $2,084,541 portion of the fund balance is attributable to tax increment districts and loan programs. The fund balance in the Debt Service Fund increased $1,463,144 (37 %) to $5,382,214. The planned fund balance increase marks the city's effort to have February debt service payments removed from the fund balances of supporting funds in the year prior to payment. Special assessment revenue increased $744,127 (50 %) to $2,233,403. One property owner's payment of future assessments contributed significantly to the increase. The Capital Projects Fund provides the accounting for acquisition of general government capital assets. Accordingly, the fund accumulates resources from various sources and expenditures may or may not occur in the same year of accumulation. Consequently, the fund balance in the Capital Projects Fund increased $2,496,594 (86 %) to $5,392,213. The $1,764,189 nonspendable portion of the fund balance is land held for resale. Proceeds from a 2015 $2,605,000 general obligation bond issue are accounted for in this fund. Various CITY OF MONTICELLO assessment and street reconstruction projects were financed by this issue. The $855,000 transfer to the Park and Pathway Dedication Fund will go toward land acquisition and park development at Bertram Chain of Lakes. Proprietary funds. The proprietary funds provide the same type of information found in the government -wide financial statements, but in more detail. Water Fund expenses increased $19,224 (2 %) with installation of new and replacement radio read devices. The Water Fund transferred $790,958 to Debt Service Fund for improvements related to the water system. The fund's net position declined $442,569 (3 %) to $14,328,760. Depreciation expense for the fund totaled $513,814. Sewage Fund expenses decreased $94,175 (4 %), largely attributable to operational changes at the wastewater treatment plant. The Sewage Fund transferred $1,510,087, which was partially offset by capital contributions from impact fees, to the Debt Service Fund for improvements related to the sewage system. The fund's net position declined $785,113 (4 %) to $19,813,546. Depreciation expense for the fund totaled $1,103,397. The Liquor Fund's net position increased $275,808 (44 %) to $905,806. The fund's sales increased $323,693 (6 %) to $5,489,430. Gross profit increased $230,803 (18 %) to $1,519,843. Less aggressive sale promotions contributed to the increase. The Liquor Fund transferred $450,000 to the Fiber Optics Fund in 2015. Operating expenses increased $106,978 (15 %) to $801,545 in 2015. Depreciation expense for the fund totaled $46,923. The Fiber Optics Fund's net position decreased $440,981 to $13,400,141. The fund's sales decreased $45,833 (3 %) to $1,619,218 in 2015. Excluding depreciation, the operating loss is $367,607. Depreciation for the fund totaled $419,782. The 2014 settlement with bondholders improved financial stability in 2015. The Deputy Registrar Fund net position increased $223,923 (120 %) to $409,834. Charges for services increased $33,699 (7 %) to $531,408 and operating expenses increased $15,977 (5 %) to $318,686. Depreciation for the fund totaled $3,185. Other factors of the changes in income from operations have previously been discussed in the government -wide financial analysis of business -type activities. 16 Management's Discussion and Analysis GENERAL FUND BUDGETARY HIGHLIGHTS General Fund revenues totaled $7,637,646 and exceeded budget by 391,646 (5 %). Licenses and permits and other revenues were $139,869 (44 %) and $146,239 (153 %) higher than budget, respectively. Licenses and permits were impacted by the increase in building permits. Other revenues include an insurance dividend, which varies from year -to -year and is never budgeted. General Fund expenditures totaled $6,715,369 and were $366,561 (5 %) less than budget. A $202,112 transfer to the Benefit Accrual Fund pushed other financing uses past budget. In fiscal year 2015, one function exceeded budget (public safety) and two departments (planning & zoning and fire & rescue) exceeded budget. Some reporting units within a department may have exceeded budget but were offset by positive variances in other divisions in the same department. Nine of thirty -six reporting units exceeded budget. CAPITAL ASSETS AND DEBT ADMINISTRATION CITY OF MONTICELLO The General Fund year end fund balances since 2011 are as follows: CAPITAL ASSETS Year Amount 2011 $ 4,410,637 2012 3,478,507 2013 3,914,563 2014 4,331,058 2015 4,986,796 Capital assets. The city's investment in capital assets for its governmental and business -type activities at December 31, 2015 totaled $102,795,262 (net of accumulated depreciation). This investment in capital assets included land, construction in progress, structures, systems, machinery and equipment, intangible assets, and infrastructure. Major governmental activities capital assets changes: a $5,511,547 land contribution to Wright County for Bertram Chain of Lakes; purchase of equipment in the internal service Central Equipment Fund of $166,128. Business -type capital assets acquisitions included two wastewater treatment plant improvements projects —one started in 2013 (transferred from construction in progress to buildings and systems) and one started 2015. The total decrease from the prior fiscal year is approximately 8 %; governmental activities decreased nearly 12% and business -type activities decreased 2 %. Additional information on the city's capital assets can be found in the notes to the financial statements on pages 41 -42. 17 Governmental Activities Business -Type Activities Total 2015 2014 2015 2014 2015 2014 Land $ 8,555,369 $ 13, 825,156 $ 1,197, 945 $ 1,197, 945 $ 9,753,314 $ 15, 023,101 Construction in progress 1,264,456 1,742,073 1,491,882 2,507,712 2,756,338 4,249,785 Buildings and systems 92,636,026 90,748,030 79,100,343 77,274,052 171,736,369 168,022,082 Machinery and equipment 5,425,323 5,328,537 2,543,832 2,549,969 7,969,155 7,878,506 Less: Accumulated depreciation (49,383,953) (45,341,983) (40,035,961) (38,174,126) (89,419,914) (83,516,109) Net total $ 58, 497, 221 $ 66, 301, 813 $ 44, 298, 041 $ 45, 355, 552 $ 102, 795, 262 $ 111, 657, 365 Capital assets. The city's investment in capital assets for its governmental and business -type activities at December 31, 2015 totaled $102,795,262 (net of accumulated depreciation). This investment in capital assets included land, construction in progress, structures, systems, machinery and equipment, intangible assets, and infrastructure. Major governmental activities capital assets changes: a $5,511,547 land contribution to Wright County for Bertram Chain of Lakes; purchase of equipment in the internal service Central Equipment Fund of $166,128. Business -type capital assets acquisitions included two wastewater treatment plant improvements projects —one started in 2013 (transferred from construction in progress to buildings and systems) and one started 2015. The total decrease from the prior fiscal year is approximately 8 %; governmental activities decreased nearly 12% and business -type activities decreased 2 %. Additional information on the city's capital assets can be found in the notes to the financial statements on pages 41 -42. 17 Management's Discussion and Analysis CITY OF MONTICELLO OUTSTANDING INDEBTEDNESS Long -term Debt. The city's outstanding long -term debt -- including general obligation bonds, special assessment bonds, revenue bonds and certificates of indebtedness — totaled $25,123,268 at December 31, 2015. Business -type long -term debt increased with the addition of debt (Public Facilities Authority Loan) related to the wastewater plant improvements. Meanwhile, the city issued $2,605,000 in general obligation bonds to finance 2015 and 2016 street projects. All other changes are the result of normal amortization. Additional information on the city's long -term liabilities can be found in the notes to the financial statements on pages 42 -45 of this report. ECONOMIC FACTORS AND NEXT YEAR'S BUDGETS AND RATES • The unemployment rate for the Wright County, Minnesota area for December 31, 2015 was 3.8 %, which is above the state average (3.6 %) and below the national average (5.4 %). • The state and local economy are improving. New commercial and residential development grew at a sustainable pace in 2015. • The occupancy rate of the city's business district has remained constant over the last three years and new commercial construction is growing. • Inflationary trends in the region compare favorably to national indices and housing prices have risen the last two years. • The city expects residential and commercial growth to eventually return to pre- recession levels, accompanied by the increase in affordable housing. REQUESTS FOR INFORMATION This financial report is designed to provide a general overview of the city's finances for all those interested in governmental finance. Questions concerning any information in the report or requests for additional information should be addressed to City of Monticello, Finance Department, 505 Walnut Street, Suite 1, Monticello, MN 55362. 4�r�tiicella 18 Governmental Business -Type Activities Activities Total 2015 2014 2015 2014 2015 2014 General obligation bonds $ 9,563,000 $ 12,680,653 $ 2,930,347 $ 3,206,347 $ 12,493,347 $ 15,887,000 Certificate of indebtedness 325,000 385,000 - - 325,000 385,000 Special assessment bonds 11,689,653 10,010,000 - - 11,689,653 10,010,000 Public Facilities Authority Loan - - 615,268 615,268 - Revenue bonds - 985,000 - - - 985,000 Total $ 21, 577, 653 $ 24, 060, 653 $ 3,545,615 $ 3,206,347 $ 25,123, 268 $ 27, 267, 000 Long -term Debt. The city's outstanding long -term debt -- including general obligation bonds, special assessment bonds, revenue bonds and certificates of indebtedness — totaled $25,123,268 at December 31, 2015. Business -type long -term debt increased with the addition of debt (Public Facilities Authority Loan) related to the wastewater plant improvements. Meanwhile, the city issued $2,605,000 in general obligation bonds to finance 2015 and 2016 street projects. All other changes are the result of normal amortization. Additional information on the city's long -term liabilities can be found in the notes to the financial statements on pages 42 -45 of this report. ECONOMIC FACTORS AND NEXT YEAR'S BUDGETS AND RATES • The unemployment rate for the Wright County, Minnesota area for December 31, 2015 was 3.8 %, which is above the state average (3.6 %) and below the national average (5.4 %). • The state and local economy are improving. New commercial and residential development grew at a sustainable pace in 2015. • The occupancy rate of the city's business district has remained constant over the last three years and new commercial construction is growing. • Inflationary trends in the region compare favorably to national indices and housing prices have risen the last two years. • The city expects residential and commercial growth to eventually return to pre- recession levels, accompanied by the increase in affordable housing. REQUESTS FOR INFORMATION This financial report is designed to provide a general overview of the city's finances for all those interested in governmental finance. Questions concerning any information in the report or requests for additional information should be addressed to City of Monticello, Finance Department, 505 Walnut Street, Suite 1, Monticello, MN 55362. 4�r�tiicella 18 BASIC STATEMENTS Statement of Net Position December 31, 2015 ASSETS Cash and investments Receivables Unremitted taxes Deliquent taxes Unremitted special assessments Deliquent special assessments Deferred special assessments Accrued interest Accounts, net uncollectibles allowance Due from other governmental units Internal balances Inventory Prepaid items Notes receivable Land held for resale Pension asset Capital assets: Nondepreciable Depreciable, net TOTAL ASSETS DEFERRED OUTFLOWS OF RESOURCES Deferred pension resources TOTAL DEFERRED OUTFLOWS OF RESOURCES LIABILITIES Accounts and contracts payable Accrued interest payable Other accrued liabilities Due to other governmental units Unearned revenue Escrow deposits Long -term liabilities: Due within one year Due in more than one year TOTAL LIABILITIES DEFERRED INFLOWS OF RESOURCES Deferred pension resources TOTAL DEFERRED INFLOWS OF RESOURCES NET POSITION Net investment in capital assets Restricted for Debt service Economic development Perpetual care Tax increment Unrestricted TOTAL NET POSITION CITY OF MONTICELLO Governmental Business -type Activities Activities $ 26,197,898 $ 8,218,328 26,701 - 87,864 - 4,378 29 306,234 27,238 3,972,358 184,853 123,380 - 253,397 905,873 182,929 - (27,982) 27,982 - 552,355 161,773 67,466 329,279 - 4,447,146 9,325 - 9,819,825 2,689,827 48,677,396 41,608,214 94, 571,901 54,282,165 270,113 129,955 270,113 129,955 534,332 155,178 179,092 9,072 19,290 502,734 4,808,115 19,378,617 25,586,430 377,397 12,067 9,154 136,722 6,400 415,038 4,347,169 5,303,947 378,179 222,104 378,179 222,104 38,099,568 40,722,087 9,266,800 - 2,592,395 32,388 742,187 - 18,144,067 8,163,982 68,877,405 $ 48,886,069 The notes to the financial statements are an integral part of this statement. $ 34,416,226 26,701 87,864 4,407 333,472 4,157,211 123,380 1,159,270 182,929 552,355 229,239 329,279 4,447,146 9,325 12,509,652 90,285,610 148,854,066 911,729 167,245 188,246 145,794 25,690 502,734 5,223,153 23,725,786 30,890,377 78,821,655 9,266,800 2,592,395 32,388 742,187 26,308,049 117,763,474 19 CITY � ©F MonticeHo (This page left blank intentionally) 20 CITY OF MONTICELLO Statement of Activities For the Year Ended December 31, 2015 Business -type activities Water Utility 1,102,610 1,126,718 268,329 Program Revenues 292,437 Net (Expense) Revenue and Changes in Net Position Sewage Utility 2,661,990 2,083,122 1,186,651 Operating Capital 607,783 Liquor 798,631 1,524,338 - Charges for Grants and Grants and Governmental Business -type 2,536,461 1,642,403 Functions /Programs Expenses Services Contributions Contributions Activities Activities Total Governmental activities 221,963 221,963 Total business -type activities 7,413,660 6,912,512 - 1,454,980 - General government $ 1,447,725 $ 214,087 $ - $ $ (1,233,638) $ $ (1,233,638) Public safety 1,960,009 320,158 355,041 (1,284,810) (1,284,810) Public works 5,312,612 626,483 - 2,229,595 (2,456,534) (2,456,534) Sanitation 563,477 - - (563,477) (563,477) Transit 40,000 - 333,484 - (40,000) (40,000) Recreation and culture 3,524,979 1,488,197 391,217 (1,645,565) (1,645,565) Economic development 1,547,875 14,653 Special item: contribution of land to County - (1,533,222) (1,533,222) Interest and fiscal charges 735,753 Transfers - 46,898 (688,855) (688,855) Total governmental activities 15,132,430 2,663,578 355,041 2,667,710 (9,446,101) (9,446,101) Business -type activities Water Utility 1,102,610 1,126,718 268,329 292,437 292,437 Sewage Utility 2,661,990 2,083,122 1,186,651 - 607,783 607,783 Liquor 798,631 1,524,338 - - 725,707 725,707 Fiber Optics 2,536,461 1,642,403 - (894,058) (894,058) Deputy Registrar 313,968 535,931 - - 221,963 221,963 Total business -type activities 7,413,660 6,912,512 - 1,454,980 - 953,832 953,832 Total primary government $ 22,546,090 $ 9,576,090 $ 355,041 $ 4,122,690 (9,446,101) 953,832 (8,492,269) General Revenues: Property taxes 8,683,585 - 8,683,585 Tax increments 727,617 727,617 Franchise taxes 333,484 - 333,484 Unrestricted investment earnings 278,465 108,191 386,656 Gain on sale of capital assets 30,473 88,157 118,630 Special item: contribution of land to County (5,511,547) - (5,511,547) Transfers 2,301,045 (2,301,045) - Total general revenues, special items, and tranfers 6,843,122 (2,104,697) 4,738,425 Change in Net Position (2,602,979) (1,150,865) (3,753,844) Net Position, January 1, as restated (Note 14) 71,480,384 50,036,934 121,517,318 Net Position, December 31 $ 68,877,405 $ 48,886,069 $ 117,763,474 The notes to the financial statements are an integral part of this statement. 21 CITY OF MONTICELLO Balance Sheet Governmental Funds December 31, 2015 Accounts and contracts payable $ 279,245 $ 20,509 Economic $ 1,125 $ 174,441 Total Total Other accrued liabilities 179,092 Community Development Debt Capital Nonmajor Governmental Due to other governmental units General Center Authority Service Projects Funds Funds ASSETS 1,932 11,937 5,421 19,290 Cash and investments $ 5,649,254 $ 649,256 $ 3,875,238 $ 5,174,958 $ 3,799,585 $ 5,866,121 $ 25,014,412 Receivables 965,211 39,310 8,784 1,125 179,862 16,700 1,210,992 Unremitted taxes 21,587 - 710 - 4,404 - 26,701 Delinquent taxes 87,864 - - - - - 87,864 Unremitted special assessments - 481 3,897 - 4,378 Delinquent special assessments 320 159,721 146,193 129,279 306,234 Deferred special assessments 1,941 - 3,369,687 600,730 129,279 3,972,358 Accrued interest 123,380 - - - - 123,380 Accounts 41,290 27 - 207,900 1,764,189 4,180 253,397 Due from other governmental units 3,194 - 11,875 - - 167,860 182,929 Prepaid items 113,302 19,469 869 - 3,628,024 1,259 134,899 Notes receivable - - - 200,000 - 129,279 329,279 Land held for resale - - 2,682,957 - 1,764,189 - 4,447,146 TOTAL ASSETS $ 6,042,132 $ 668,752 $ 6,571,649 $ 9,112,747 $ 6,318,998 $ 6,168,699 $ 34,882,977 LIABILITIES Accounts and contracts payable $ 279,245 $ 20,509 $ 8,784 $ 1,125 $ 174,441 $ 16,700 $ 500,804 Other accrued liabilities 179,092 - - - - - 179,092 Due to other governmental units 2,208 6,864 - 9,072 Unearned revenue 1,932 11,937 5,421 19,290 Escrow deposits 502,734 - - - - 502,734 Total liabilities 965,211 39,310 8,784 1,125 179,862 16,700 1,210,992 DEFERRED INFLOWS OF RESOURCES Unavailable revenue - property taxes 87,864 - - - - 87,864 Unavailable revenue - special assessments 2,261 3,529,408 746,923 - 4,278,592 Unavailable revenue - notes receivable - 200,000 - 129,279 329,279 Total Deferred Inflows of Resources 90,125 - 3,729,408 746,923 129,279 4,695,735 FUND BALANCES Nonspendable 113,302 19,469 2,474,826 - 1,764,189 1,259 4,373,045 Restricted - - 2,084,541 5,382,214 - 1,153,150 8,619,905 Assigned - 609,973 2,003,498 - 3,628,024 4,868,311 11,109,806 Unassigned 4,873,494 - - - - - 4,873,494 Total fund balance 4,986,796 629,442 6,562,865 5,382,214 5,392,213 6,022,720 28,976,250 TOTAL LIABILITIES, DEFERRED INFLOWS OF RESOURCES, AND FUND BALANCES $ 6,042,132 $ 668,752 $ 6,571,649 $ 9,112,747 $ 6,318,998 $ 6,168,699 $ 34,882,977 The notes to the financial statements are an integral part of this statement 22 Reconciliation of the Governmental Funds Balance Sheet to the Statement of Net Position December 31, 2015 Amounts reported for governmental activities in the statement of net position are different because: Total fund balances - governmental funds Long -term assets from pensions reported in governmental activities are not financial resources and, therefore, are not reported as assets in the funds. Capital assets used in governmental activities are not financial resources and, therefore, are not reported in the funds. Land Construction in progress Buildings and systems Machinery and equipment Accumulated depreciation Governmental funds do not report long -term amounts related to pensions. Deferred outflows of resources Deferred inflows of resources Long -term liabilties that pertain to governmental funds, including bonds payable, are not due and payable in the current period and, therefore, are not reported as fund liabilities. All liabilities, both current and long -term, are reported in the Statement of Net Position. Bonds payable Unamortized bond discounts Unamortized bond premiums Other post - employment benefits obligations Net pension liability Internal service funds are used by management to charge the costs of central equipment, information technology, and benefit accrual services to individual funds. The assets and liabilities of the internal service funds are included in governmental activities in the Statement of Net Position. Internal service fund net position included in the governmental activities Less internal services net position allocated to to business -type activities Some of the city's property taxes, special assessments, and notes receivable will be collected after year -end, but are not available soon enough to pay for currrent period expenditures and, therefore, are reported as deferred inflows of resources in the governmental funds. Interest on long -term debt is not accrued in governmental funds, but rather is recognized as an expenditure when due. Accrued interest for general obligation bonds is included in the Statement of Net Position. i��1.>; yrr�. �► �. »K.1,•�a:�u�a�►rr�rr��r►•�rri�y The notes to the financial statements are an integral part of this statement. CITY OF MONTICELLO $ 28,976,250 9,325 $ 8,555,369 1,264,456 92,636,026 4,585,691 (49,280,780) 57,760,762 $ 270,113 (378,179) (108,066) $ (20,737,653) 25,735 (215,931) (305,563) (1,887,162) (23,120,574) $ 846,236 (27,982) 818,254 4,695,735 (154,281) $ 68,877,405 23 CITY OF MONTICELLO Statement of Revenues, Expenditures and Changes in Fund Balance Governmental Funds For the Year Ended December 31, 2015 The notes to the financial statements are an integral part of this statement. 24 Economic Total Total Community Development Debt Capital Nonmajor Governmental General Center Authority Service Projects Funds Funds Revenues Property taxes $ 5,906,255 $ 1,363,000 $ - $ 1,290,000 $ 79,146 $ $ 8,638,401 Tax increments - - 727,617 - - 727,617 Franchise taxes 216,500 - - 36,865 80,119 333,484 Special assessments 1,330 2,233,403 971,760 112,408 3,318,901 Licenses and permits 461,049 - - - - 461,049 Intergovernmental 354,679 - 11,875 945,756 207,929 1,520,239 Charges for services 349,601 1,401,024 1,250 - 311,645 2,063,520 Fines and forfeitures 42,474 - - - - - 42,474 Investment earnings 64,037 (1,544) 52,034 38,321 25,110 83,898 261,856 Other revenues 241,721 32,827 622 200,000 - - 475,170 Total revenues 7,637,646 2,795,307 793,398 3,761,724 2,058,637 795,999 17,842,711 Expenditures: Current General government 1,465,458 - - - - - 1,465,458 Public safety 1,972,986 - - 1,972,986 Public works 1,709,063 25,177 322 1,734,562 Sanitation 563,477 - - 563,477 Transit 40,000 - - 40,000 Recreation and culture 964,385 1,577,643 - 80,963 2,622,991 Economic development - - 1,237,107 - - 1,237,107 Capital outlay Public works - 1,268,278 333,559 1,601,837 Recreation and culture - - 636,528 636,528 Debt service Principal 5,028,000 - 5,028,000 Interest and fiscal charges 570,753 - 570,753 Bond issuance costs - - - - 71,358 71,358 Total expenditures 6,715,369 1,577,643 1,237,107 5,598,753 1,364,813 1,051,372 17,545,057 Excess (deficiency) of revenues over expenditures 922,277 1,217,664 (443,709) (1,837,029) 693,824 (255,373) 297,654 Other financing sources (uses) Long -term debt issued - - 2,605,000 2,605,000 Premium on long -term debt issued - 46,898 46,898 Sale of capital assets 30,473 - - - - 30,473 Transfers in - 94,900 3,306,045 5,872 855,000 4,261,817 Transfers out (297,012) (1,029,046) - (5,872) (855,000) - (2,186,930) Total other financing sources (uses) (266,539) (1,029,046) 94,900 3,300,173 1,802,770 855,000 4,757,258 Net change in fund balances 655,738 188,618 (348,809) 1,463,144 2,496,594 599,627 5,054,912 Fund balance at beginning of year 4,331,058 440,824 6,911,674 3,919,070 2,895,619 5,423,093 23,921,338 Fund balance at end of year $ 4,986,796 $ 629,442 $ 6,562,865 $ 5,382,214 $ 5,392,213 $ 6,022,720 $ 28,976,250 The notes to the financial statements are an integral part of this statement. 24 CITY OF MONTICELLO Reconciliation of the Statement of Revenues, Expenditures and Changes in Fund Balances of Governmental Funds to the Statement of Activities For the Year Ended December 31, 2015 Amounts reported for governmental activities in the Statement of Activities are different because: Net change in fund balances -- governmental funds $ 5,054,912 Governmental funds reported capital outlays as expenditures. However, in the statement of activities the cost of those assets is allocated over their estimated useful lives and reported as depreciation expense. This is the amount by which capital outlays exceeded depreciation in the current period. Capital outlays $ 1,581,258 Capital contributions 70,880 Capital contributions to county (5,511,547) Depreciation (4,047,743) (7,907,152) Proceeds from long -term debt provide financial resources to governmental funds, but the issuing of debt increases long -term liabilities in the Statement of Net Position. (2,605,000) Repayment of long -term debt principal is an expenditure in the governmental funds, but the repayment reduces long -term liabilities in the Statement of Net Position. 5,028,000 Some expenses reported in the Statement of Activities do not require the use of current financial resources and, therefore, are not reported as expenditures in the governmental funds. Amortization of bond discounts $ (158,410) Amortization of bond premiums 35,564 Change in compensated absences 322,843 Change in OPEB obligation (22,002) Change accrued interest payable 45,397 223,392 Long -term pension activity is not reported in governmental funds Pension revenue from state contributions (23,594) Pension expense 57,087 Deferred inflows of resources are revenues included in the change in net position, but are excluded from the change in fund balances until they are available to liquidate liabilities of the current period. Taxes $ 45,184 Special assessments (2,289,208) Notes receivable (310,865) (2,554,889) Internal service funds are used by management to charge the costs of certain activities to individual funds The net revenue of the internal service funds is reported with governmental activities. Internal service fund activity included in governmental activities $ 142,332 Subtract internal service fund activity allocated to business -type activities (18,067) 124,265 Change in net position of governmental activities $ (2,602,979) The notes to the financial statements are an integral part of this statement 25 CITY OF MONTICELLO Statement of Net Position Proprietary Funds December 31, 2015 Governmental Business -Type Activities - Enterprise Funds Activities - Deputy Internal Water Sewage Liquor Fiber Optics Registrar Totals Service Funds ASSETS Current assets Cash and investments $ 4,406,268 $ 2,200,605 $ 671,717 $ 341,721 $ 598,017 $ 8,218,328 $ 1,183,486 Receivables Unremitted special assessments 29 - - - - 29 - Deliquent special assessments 27,238 - 27,238 Deferred special assessments 177,910 6,943 - - 184,853 Accounts 226,321 607,600 - 31,344 40,608 905,873 Inventory - - 552,355 - - 552,355 - Prepaid items 11,251 24,368 14,085 16,560 1,202 67,466 26,874 Total current assets 4,849,017 2,839,516 1,238,157 389,625 639,827 9,956,142 1,210,360 Noncurrent assets Capital assets: Land 208,143 984,202 5,600 - - 1,197,945 - Buildings and systems 19,832,724 43,467,040 840,217 14,896,665 63,697 79,100,343 - Machinery andequipment 262,198 1,748,694 134,528 384,147 14,265 2,543,832 839,632 Construction in progress - 1,491,882 - - 1,491,882 - Total capital assets 20,303,065 47,691,818 980,345 15,280,812 77,962 84,334,002 839,632 Less accumulated depreciation (10,640,304) (26,794,096) (762,478) (1,805,700) (33,383) (40,035,961) (103,173) Total capital assets (net) 9,662,761 20,897,722 217,867 13,475,112 44,579 44,298,041 736,459 TOTAL ASSETS 14,511,778 23,737,238 1,456,024 13,864,737 684,406 54,254,183 1,946,819 DEFERRED OUTFLOWS OF RESOURCES Deferred pension resources 14,049 17,561 38,635 38,636 21,074 129,955 - (continued) 26 CITY OF MONTICELLO Statement of Net Position Proprietary Funds December 31, 2015 (Continued) Governmental Business -Type Activities - Enterprise Funds Activities - Deputy Internal Water Sewage Liquor Fiber Optics Registrar Totals Service Funds LIABILITIES Current liabilities Accounts and contracts payable $ 29,426 $ 157,983 $ 113,038 $ 76,419 $ 531 $ 377,397 $ 33,528 Accrued interest payable - 12,067 - - - 12,067 897 Other accrued liabilities - - 2,878 6,276 - 9,154 - Due to other governmental units 1,950 52,660 12,491 69,621 136,722 - Unearned revenue 6,400 - - - - 6,400 - Bonds and loans payable - current - 380,233 - - - 380,233 115,000 Compensated absences due within one year 5,506 5,506 13,222 5,834 4,737 34,805 86,865 Total current liabilities 43,282 555,789 181,798 101,020 74,889 956,778 236,290 Noncurrent liabilities Bonds and loans payable - net current portion - 3,195,721 - - - 3,195,721 725,000 Compensated absences payable 9,954 9,954 11,520 6,676 5,010 43,114 139,293 Net pension liability 119,820 149,775 329,504 329,505 179,730 1,108,334 - Total noncurrent liabilities 129,774 3,355,450 341,024 336,181 184,740 4,347,169 864,293 TOTAL LIABILITIES 173.056 3.911.239 522.822 437.201 259.629 5.303.947 1.100.583 DEFERRED INFLOWS OF RESOURCES Deferred pension resources NET POSITION Net investment in capital assets Unrestricted TOTAL NET POSITION 24,011 30,014 66,031 66,031 36,017 222,104 9,662,761 17,321,768 217,867 13,475,112 44,579 40,722,087 (103,541) 4,665,999 2,491,778 687,939 (74,971) 365,255 8,136,000 949,777 $ 14,328,760 $ 19,813,546 $ 905,806 $ 13,400,141 $ 409,834 48,858,087 $ 846,236 Adjustment to reflect the cumulative internal balance for the net effect of the activity between the internal service funds and the enterprise funds over time 27,982 Net position of business -type activities (page 19) $ 48,886,069 The notes to the financial statements are an integral part of this statement. 27 CITY � ©F MonticeHo (This page left blank intentionally) 28 Statement of Revenues, Expenses, and Changes in Net Position Proprietary Funds For the Year Ended December 31, 2015 Sales and cost of sales Net sales Cost of sales Gross profit Operating revenues Charges for services Other Total operating revenues Operating expenses Personal services Materials and supplies Other services and charges Content and access charges Depreciation Total operating expenses Operating income (loss) Nonoperating revenues (expenses) Investment earnings Interest expense Gain on sale of capital asset Loss on sale of capital asset Total Nonoperating revenes (expenses) Income (loss) before transfers and capital contributions Capital contributions Transfers in Transfers out Change in net position Net Position, January 1, as restated (Note 14) Net Position, December 31 CITY OF MONTICELLO Governmental Business -Type Activities - Enterprise Funds Activities - Deputy Internal Water Sewage Liquor Fiber Optics Registrar Totals Service Funds $ 5,489,430 $ 5,489,430 (3,969,587) (3,969,587) 1,519,843 1,519,843 $ 1,093,846 $ 2,041,166 - $ 1,619,218 $ 531,408 5,285,638 $ 420,901 32,872 41,956 4,495 23,185 4,523 107,031 - 1,126,718 2,083,122 4,495 1,642,403 535,931 5,392,669 420,901 181,617 280,558 505,508 567,786 277,943 1,813,412 226,158 152,258 15,597 46,842 104,165 4,294 323,156 18,582 257,541 1,183,002 202,272 436,547 33,264 2,112,626 196,834 - - - 901,512 - 901,512 - 513,814 1,103,397 46,923 419,782 3,185 2,087,101 63,569 1,105,230 2,582,554 801,545 2,429,792 318,686 7,237,807 505,143 21,488 (499,432) 722,793 (787,389) 217,245 (325,295) (84,242) 58,572 31,671 3,015 8,255 6,678 108,191 16,609 - (82,073) - - - (82,073) (16,193) 88,157 88,157 - - - (111,847) (111,847) - 58,572 37,755 3,015 (103,592) 6,678 2,428 416 80,060 (461,677) 725,808 (890,981) 223,923 (322,867) (83,826) 268,329 1,186,651 - - - 1,454,980 - - - 450,000 450,000 226,158 (790,958) (1,510,087) (450,000) - (2,751,045) - (442,569) (785,113) 275,808 (440,981) 223,923 (1,168,932) 142,332 14,771,329 20,598,659 629,998 13,841,122 185,911 703,904 $ 14,328,760 $ 19,813,546 $ 905,806 $ 13,400,141 $ 409,834 $ 846,236 Adjustment to reflect the consolidation of internal service fund related to enterprise funds 18,067 Change in net position of business -type activities (page 21) $ (1,150,865) The notes to the financial statements are an integral part of this statement. 29 Statement of Cash Flows Proprietary Funds For the Year Ended December 31, 2015 Cash flows from operating activities Cash received from customers and users Cash from interfund services provided Cash paid to suppliers for goods and services Cash paid to employees Cash paid to other funds for services provided Net cash provided (used) by operating activities Cash flows from noncapital financing activities Transfers from other funds Transfers to other funds Net cash provided (used) by noncapital financing activities Cash flows from capital and related financing activities Capital contributions Sale of capital assets Acquisition of capital assets Long -term debt issued Principal paid on long -term debt Interest and fiscal charges paid on long -term debt Net cash provided (used) by capital and related financing activities Cash flows from investing activities Interest on investments Net increase (decrease) in cash and cash equivalents Cash and cash equivalents, January 1 Cash and cash equivalents, December 31 CITY OF MONTICELLO (790,958) (1,510,087) (450,000) (790,958) (1,510,087) (450,000) 268,329 1,186,651 - 88,157 (26,683) (1,177,902) 615,268 (276,000) (84,158) 241,646 352,016 450,000 450,000 226,158 (2,751,045) - 450,000 (2,301,045) 226,158 - 1,454,980 29,850 118,007 - (1,204,585) (218,658) 615,268 (276,000) (60,000) (84,158) (16,678) 29,850 623,512 (295,336) 58,572 Business -Type Activities - Enterprise Funds 3,015 Governmental Activities - 6,678 108,191 16,609 29,208 Deputy 107,938 Internal Water Sewage Liquor Fiber Optics Registrar Totals Service Funds $ 1,139,579 $ 2,018,932 $ 5,495,307 $ 1,733,236 $ 530,970 $10,918,024 $ - - - - - - - 420,901 (398,142) (1,396,614) (4,401,688) (1,332,231) (767) (7,529,442) (253,458) (209,197) (265,341) (525,024) (565,657) (280,209) (1,845,428) (12,292) (12,370) (13,672) (24,291) (22,134) (84,759) - 519,948 344,607 554,923 (188,943) 227,860 1,458,395 167,443 (790,958) (1,510,087) (450,000) (790,958) (1,510,087) (450,000) 268,329 1,186,651 - 88,157 (26,683) (1,177,902) 615,268 (276,000) (84,158) 241,646 352,016 450,000 450,000 226,158 (2,751,045) - 450,000 (2,301,045) 226,158 - 1,454,980 29,850 118,007 - (1,204,585) (218,658) 615,268 (276,000) (60,000) (84,158) (16,678) 29,850 623,512 (295,336) 58,572 31,671 3,015 8,255 6,678 108,191 16,609 29,208 (781,793) 107,938 299,162 234,538 (110,947) 114,874 4,377,060 2,982,398 563,779 42,559 363,479 8,329,275 1,068,612 $ 4,406,268 $ 2,200,605 $ 671,717 $ 341,721 $ 598,017 $ 8,218,328 $ 1,183,486 (continued) 30 Statement of Cash Flows Proprietary Funds For the Year Ended December 31, 2015 (Continued) Reconciliation of operating income (loss) to net cash provided (used) by operating activities Operating income (loss) Adjustments to reconcile operating income (loss) to net cash provided (used) by operating activities Depreciation and amortization (Increase) decrease in assets Special assessments receivable Accounts receivable, net Inventory Prepaid items (Increase) decrease in deferred outflows Deferred pension resources Increase (decrease) in liabilities Accounts and contracts payable Other liabilities Due to other governmental units Unearned revenue Compensated absences Net pension liability Increase (decrease) in deferred inflows Deferred pension resources Net cash provided (used) by operating activities Schedule of noncash investing, capital and financing activities: Increase (decrease) in fair value of investments Net amortization of bond premium (discount) Disposal of capital assets CITY OF MONTICELLO Governmental Business -Type Activities - Enterprise Funds Activities - Deputy Internal Water Sewage Liquor Fiber Optics Registrar Totals Service Funds $ 21,488 $ (499,432) $ 722,793 $ (787,389) $ 217,245 $ (325,295) $ (84,242) 513,814 1,103,397 46,923 419,782 3,185 2,087,101 63,569 9,982 (6,943) - - - 3,039 - (3,521) (57,247) 84,557 (4,961) 18,828 - - (32,335) - - (32,335) (897) (591) 1,299 69,757 2,091 71,659 (26,780) (188) (235) (518) (519) (283) (1,743) 270 (209,794) (167,338) 9,517 (75) (367,420) (11,189) - 1,382 6,276 - 7,658 - (8) 1,715 6,428 12,641 20,776 (73) 6,400 - - - - 6,400 - (27,386) 15,460 (18,981) 2,664 (1,974) (30,217) 226,158 7,613 9,515 20,934 20,935 11,419 70,416 - (7,619) (9,523) (20,951) (20,951) (11,428) (70,472) - $ 519,948 $ 344,607 $ 554,923 $ (188,943) $ 227,860 $ 1,458,395 $ 167,443 $ (58,702) $ (62,513) $ (4,052) $ 61,329 $ $ $ 1,602 $ $ - $ $ $ 225,266 $ $ 141,697 $ The notes to the financial statements are an integral part of this statement. 2,275 $ (61,663) $ (17,718) - $ 1,602 $ - $ 366,963 $ 31 Notes to the Financial Statements December 31, 2015 NOTE 1. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES The basic financial statements of the City of Monticello, Minnesota (the city) have been prepared in conformity with accounting principles (GAAP) generally accepted in the United States of America as applied to governmental units, as applied by the Governmental Accounting Standards Board (GASB). GASB is the accepted standard - setting body for establishing governmental accounting and financial reporting principles. The significant accounting policies of the city are described as follows: A. Reporting entity The city of Monticello was incorporated 1856 and is under Minnesota Statutes with a mayor - council form of government. The five - member mayor - council is elected on staggered, even - numbered years. Councilors are elected at -large to four -year terms while the mayor is elected to a two -year term. The governing body appoints an administrator to implement policies and oversee daily operations. The accompanying financial statements include all funds, departments, agencies, boards, commissions, and other organizations that comprise the city, along with any component units. Component units are legally separate entities for which the city (primary government) is financially accountable, or for which the exclusion of the component unit would render the financial statements of the primary government misleading. The criteria used to determine if the primary government is financially accountable for a component unit includes whether or not the primary government appoints the voting majority of the potential component unit's governing body, is able to impose its will on the potential component unit, is in a relationship of financial benefit or burden with the potential component unit, or is fiscally depended upon by the potential component unit. The Monticello Economic Development Authority (EDA) is fiscally dependent upon the city, and its governing body consists of city council members and other members appointed by the city council. The city is able to impose its will on the EDA by significantly influencing the programs, projects, activities, or level of services performed or provided by the EDA. There is a potential for the EDA to provide specific financial benefits to, or impose specific burdens on, the city. Therefore, the EDA is included as a component unit of the city. The EDA's financial data has been blended with that of the city (i.e. reported as though its funds were funds of the city) and reported as a special revenue fund. Therefore, the EDA does not issue separate financial statements. CITY OF MONTICELLO The mayor and council are responsible for appointing some members of other organizations. However, the city's accountability for these organizations does not extend beyond making appointments. B. Government -wide and fund financial statements The government -wide financial statements (i.e., the statement of net position and the statement of activities) report information on all of the activities of the primary government and its component unit. For the most part, the effect of inter -fund activity has been removed from these statements. Governmental activities, which normally are supported by taxes and intergovernmental revenues, are reported separately from business -type activities, which rely to a significant extent on fees and charges for support. The statement of activities demonstrates the degree to which the direct expenses of a given function or segment is offset by program revenues. Direct expenses are those that are clearly identifiable with a specific function. Program revenues include 1) charges to customers or applicants who purchase, use, or directly benefit from goods, services, or privileges provided by a given function or segment and 2) grants and contributions that are restricted to meeting the operation or capital requirements of a particular function or segment. Taxes and other items not properly included among program revenues are reported instead as general revenues. Separate financial statements are provided for governmental funds and proprietary funds. Major individual governmental funds and major individual enterprise funds are reported as separate columns in the fund financial statements. The city applies restricted resources first when an expense is incurred for which both restricted and unrestricted resources are available. Depreciation expense is included in the direct expense of each function. Interest on long -term debt is considered an indirect expense and is reported separately on the Statement of Activities. Aggregated information for the remaining nonmajor funds are reported in single columns in the respective fund financial statements. 32 Notes to the Financial Statements December 31, 2015 C. Measurement focus, basis of accounting, and financial statement presentation The government -wide financial statements are reported using the economic resources measurement focus and the accrual basis of accounting, as are the proprietary fund financial statements. Revenues are recorded when earned and expenses are recorded when a liability is incurred, regardless of the timing of related cash flows. Property taxes and special assessments, if levied, are recognized as revenues in the year for which they are levied. Grants and similar items are recognized as revenue as soon as all eligibility requirements imposed by the provider have been met. Governmental fund financial statements are reported using the current financial resources measurement focus and the modified accrual basis of accounting. Revenues are recognized as soon as they are both measurable and available. Revenues are considered available when they are collectible with the current period or soon enough thereafter to pay liabilities of the current period. For this purpose, the city considers revenue to be available if they are collected within 60 days of the end of the current fiscal period. Expenditures generally are recorded when a liability is incurred, as under accrual accounting. However, debt service expenditures, as well as expenditures related to claims and judgments, net pension liabilities, and compensated absences, which are recognized as expenditures to the extent they have matured. Capital asset acquisitions are reported as capital outlay expenditures in the governmental funds. Proceeds from long -term debt are reported as other financing sources. Property taxes, franchise taxes, licenses, and investment interest associated with the current fiscal period are all considered to be susceptible to accrual and have been recognized as revenues of the current fiscal period. All other revenue items are considered to be measurable and available only when cash is received by the city. Since governmental fund statements are presented using a measurement focus and basis of accounting different from that used in the government -wide statements' governmental column, a reconciliation is presented that briefly explains the adjustments necessary to reconcile ending net position and the change in net position. In the fund financial statements, financial transactions and accounts of the city are organized on the basis of funds. The operation of each fund is considered to be an independent fiscal and separate accounting entity, with a self - balancing set of accounts recording cash and /or other financial resources together with all related liabilities and residual equities or balances, and changes therein, which are segregated for the purpose of carrying on specific activities or attaining CITY OF MONTICELLO certain objectives in accordance with special regulations, restriction, or limitations. Major Governmental Funds — The major governmental funds reported by the city are as follows: General Fund — The General Fund is used to account for all financial resources except those required to be accounted for in another fund. Community Center Fund — The Community Center (special revenue) Fund accounts for the revenues and expenditures related to the community center. In addition to a property tax allocation, the community center generates significant revenue from charges for memberships, program activities, and space rentals. Economic Development Authority (EDA) Fund — The EDA (special revenue) Fund is used to account for revenues and expenditures related to the blended component unit. Tax increments, generated mainly by economic and redevelopment districts, are the EDA's primary revenue source. Debt Service Fund — The Debt Service Fund is used to account for the accumulation of resources for and the payment of long -term debt principal, interest, and related costs. Capital Projects Fund — The Capital Projects Fund is used to account for financial resources to be used for the acquisition or construction of major capital facilities (other than those financed by proprietary funds). Major Proprietary Funds — The city reports the following major proprietary funds: Water Fund — The Water (enterprise) Fund is used to account for all activities necessary to provide water services to the residents and businesses of the city. Sewage Fund — The Sewage (enterprise) Fund is used to account for all activities necessary to provide sewage services to the residents and businesses of the city. Liquor Fund — The Liquor (enterprise) Fund is used to account for the operations of the city's liquor store. 33 Notes to the Financial Statements December 31, 2015 Fiber Optics Fund — The Fiber Optics (enterprise) Fund is used to account for all activities necessary to provide fiber optic services to the residents and businesses of the city. Deputy Registrar Fund — The Deputy Registrar (enterprise) Fund is used to account for the operation of city's department of motor vehicles. Additionally, the city reports the following fund type: Internal Service Funds — These funds account for the city's information technology, benefit accrual and central equipment services. Internal service funds operate in a manner similar to enterprise funds; however, they provide services primarily to other city departments. As a general rule, the effect of inter -fund activity has been eliminated from the government -wide financial statements. Exceptions to this general rule are charges between the city's enterprise funds and various other functions of the city. Elimination of these charges would distort the direct costs and program revenues of the various functions concerned. Amounts reported as program revenues include 1) charges to customers or applicants for goods, services, or privileges provided, 2) operating grants and contributions, and 3) capital grants and contributions, including special assessments. Internally dedicated resources are reported as general revenues rather than as program revenues. Likewise, general revenues include all taxes the city has the authority to impose. Proprietary funds distinguish operating revenues and expenses from non - operating items. Operating revenues and expenses generally result from providing services and producing and delivering goods in connection with a proprietary fund's principal ongoing operations. The principal operating revenues of the city's enterprise and internal service funds are charges to customers for sales and services. Operating expenses for enterprise and internal service funds include cost of sales and services, administrative expenses, and depreciation on capital assets. All revenue and expenses not meeting this definition are reported as non - operating revenues and expenses. Aggregated information for the internal service funds is reported in a single column in the proprietary fund financial statements. Because the principal user of the internal services is the city's governmental activities, the financial statements of the internal service funds are consolidated into the governmental column when presented in the government -wide financial statements. The cost of these services is reported in the appropriate functional activity. CITY OF MONTICELLO D. Cash and Investments Cash and investments include balances from all funds that are combined and invested to the extent available in savings accounts, certificates of deposit, U.S. government obligations, and other securities authorized by state statutes. Earnings from investments are allocated to the respective funds on the basis of applicable participation by each fund. Investments are generally stated at fair value, except for investments in 2a7 -like external investment pools, which are stated at amortized cost. Short-term highly liquid debt instruments (including commercial paper, banker's acceptances, and U.S. treasury and agency obligations) purchased with a remaining maturity of one year or less are reported at amortized cost. Investment income is accrued at the balance sheet date. E. Property Taxes Property tax levies are set by the city council each year, and are certified to Wright County for collection in the following year. In Minnesota, counties act as collection agents for all property taxes. Wright County spreads all levies over taxable property. Such taxes become a lien on January 1 and are recorded as receivables by the city on that date. Property taxes may be paid by taxpayers in two equal installments on May 15 and October 15. Wright County provides tax settlements to cities and other taxing districts several times throughout the year. Taxes which remain unpaid at December 31 are classified as delinquent taxes receivable and are offset by deferred inflows of resources in the governmental funds financial statements. Within the governmental fund financial statements, the city recognizes property tax revenue when it becomes both measurable and available to finance expenditures of the current period. The portion of delinquent taxes not collected by the city in January is fully offset by deferred inflows of resources because it is not available to finance current expenditures. Deferred inflows of resources in governmental activities are susceptible to full accrual on the government -wide financial statements. F. Special Assessments Special assessments are levied against the benefited properties for the assessable costs of special assessment improvement projects in accordance with Minnesota Statutes. The city usually adopts assessment rolls when individual public improvement projects are complete or substantially complete. The assessments are collectible over a term of years generally consistent with the term of years of the related bond issue. 34 Notes to the Financial Statements December 31, 2015 Collection of annual installments (including interest) is handled by the county in the same manner as property taxes. Property owners are allowed to prepay total future installments without interest or prepayment penalties. Once a special assessment roll is adopted, the amount attributed to each parcel is a lien upon that property until full payment is made or the amount is determined to be excessive by the city council or court action. If special assessments are allowed to go delinquent, the property is subject to tax forfeited sale and the first proceeds of that sale (after costs, penalties, and expenses of sale) are remitted to the city in payment of delinquent special assessments. Generally, the city will collect the full amount of its special assessments not adjusted by city council or court action. Pursuant to state statutes, a property shall be subject to tax forfeit sale after three years of delinquency except for homesteaded, agricultural or seasonal recreational property, which is subject to sale after five years. These assessments are recorded as delinquent (levied, but unremitted) and deferred (certified, but not yet levied) special assessments receivable, and are offset by deferred inflows of resources in the governmental fund financial statements. Unremitted special assessment amounts collected by Wright County are recorded in due from other government units. G. Receivables Utility and miscellaneous accounts receivable are reported at gross. Since the city is generally able to certify delinquent amounts to the county for collection as special assessments, no allowance for uncollectible accounts has been provided on current receivables. The city utilizes an allowance for uncollectible accounts to value its receivables only in the proprietary Fiber Optics Fund. Account (trade) receivables are carried at original billing amount less an estimate made for doubtful receivables based on a review of all outstanding amounts on a regular basis. Management determines the allowance for doubtful accounts by identifying troubled accounts and by using historical experience applied to an aging of accounts. With approval from council, trade receivables are written off when deemed uncollectible. Recoveries of trade receivables previously written off are recorded when received. A receivable is considered past due if any portion of the receivable balance is outstanding for more than 30 days. Interest is charged on receivables that are outstanding for more than 30 days. Accrual of interest is not suspended until a CITY OF MONTICELLO receivable is determined to be uncollectible. Provisions for bad debts would be insignificant and none has been made for 2015. Interest receivable is recorded as revenue in the year the interest is earned and is available to pay liabilities of the current period. The interest receivable balance is reported as one amount in the General Fund while all other funds receive interest revenue distributions in cash. H. Inventories The inventories of the proprietary funds are stated at cost on the first -in, first -out basis. Enterprise fund inventory consists of merchandise held for resale at the city -owned Hi -Way Liquors store. I. Prepaid Items Payments to vendors for services that will benefit future accounting periods are recorded as prepaid. Prepaid items are accounted for using the consumption method. Fund balance in an amount equal to the prepaid balance in the related funds is not available for appropriation. J. Notes Receivable Notes receivable consist primarily of loans made by the city to area businesses for development or redevelopment purposes. The terms and interest rates of the individual loans vary. Some notes receivable are offset by deferred inflows of resources in the governmental funds. The city has one note receivable totaling $400,000 with another local government. This note has an interest rate of 3.95 percent and will mature at various dates through January 2016. This note receivable is offset by deferred inflows of resources. K. Land Held for Resale Land held for resale is recorded in the governmental fund which purchased it at the lower of cost or market. Fund balances are nonspendable or restricted in an amount equal to the land's carrying value is reported in the governmental funds as these assets are not available for appropriation. L. Capital Assets Capital assets, which include property, plant, equipment, and infrastructure assets (roads, bridges, sidewalks, and similar items) are reported in the 35 Notes to the Financial Statements December 31, 2015 applicable governmental or business -type activities columns in the government - wide financial statements. Such assets are capitalized at historical cost, or estimated historical cost for assets where actual historical cost is not available. Donated assets are recorded as capital assets at their estimated fair value at the date of donation. The city restructured the capitalization policy which had a single threshold level of $5,000 or more for capitalizing capital assets. The restructured policy divides each asset into a class with a related threshold as follows: Class of Asset Threshold Level Land $1 Land improvements $50,000 Building /building improvements $20,000 Primary infrastructure and utility $75,000 Secondary infrastructure $25,000 Equipment $10,000 Software and non - tangible $10,000 The cost of normal maintenance and repairs that does not add to the value of the asset or materially extend asset lives is not capitalized. The city has elected to fully capitalize the infrastructure capital assets of its governmental activities regardless of their acquisition date or amount. Capital assets are recorded in the government -wide and proprietary fund financial statements, but are not reported in the governmental funds financial statements. Interest incurred during the construction phase of capital assets for business -type activities is included as part of the capitalized value of the assets constructed. Capital assets are depreciated using the straight -line method over their estimated useful lives. Since surplus assets are generally sold for an immaterial amount when declared as no longer needed for city purposes, no salvage value is taken into consideration for depreciation purposes. Useful lives vary from 10 to 40 years for infrastructure; 5 to 20 years for vehicles, machinery, and furniture and equipment; 12 to 40 years for buildings; and 10 to 20 years for improvements other than buildings. Capital assets not being depreciated include land and construction in progress. M. Deferred Outflows of Resources In addition to assets, the statement of net position and /or balance sheet will sometimes report a separate section for deferred outflows of resources. This CITY OF MONTICELLO separate financial statement element represents a consumption of net position that applies to future periods and so will not be recognized as an outflow of resources (expense /expenditure) until that time. The city has only one type of item, which arises under a full accrual basis of accounting, that qualifies for reporting in this category. Accordingly, the item, deferred pension resources, is reported only in the statement of net position. This item results from actuarial calculations and current year pension contributions made subsequent to the measurement date. N. Pensions For purposes of measuring the net pension liability, deferred outflows /inflows of resources, and pension expense, information about the fiduciary net position of the Public Employees Retirement Association (PERA) and additions to /deductions from PERA's fiduciary net position have been determined on the same basis as they are reported by PERA except that PERA's fiscal year end in June 30. For this purpose, plan contributions are recognized as of employer payroll paid dates and benefit payments and refunds are recognized when due and payable in accordance with the benefit terms. Investments are reported at fair value. For purposes of measuring the net pension liability (asset), deferred outflows /inflows of resources related to pensions, and pension expense, information about the fiduciary net position of the defined benefit plan administered by the Monticello Fire Relief Association and additions to and deductions from the plan's fiduciary net position have been determined on the same basis as they are reported by the plan. Investments are reported at fair value. O. Compensated Absences Payable City employees earn vacation or paid- time -off (PTO) based upon the number of completed years of service. The city compensates employees for unused vacation /PTO upon termination of employment. Some non -PTO employees are entitled to paid sick leave at various rates for each month of full -time service. Full -time employees who resign or leave city employment voluntarily and in good standing, after giving proper notice, shall be compensated for up to 50 days of unused sick leave under the following guidelines: For union employees, one - fourth of the unused sick leave times the hourly rate at the time of giving notice is paid. After five years of non -union employment, one - fourth of the unused sick leave times the hourly rate at the time of giving notice is paid. 36 Notes to the Financial Statements December 31, 2015 After 10 years of employment, all employees accrue one -half of the unused sick leave, times the hourly rate at the time of giving notice. All compensated absences are accrued when incurred in the government -wide and proprietary fund financial statements. The liability for governmental funds is recorded in the internal service Benefit Accrual Fund. Resignations and retirements of employees reduce the liability in the Benefit Accrual Fund or the applicable enterprise fund. P. Long -Term Liabilities In the government -wide and proprietary fund financial statements, long -term debt and other long -term obligations are reported as liabilities. Bond premiums and discounts, if material, are deferred and amortized over the life of the bonds using the straight -line method. In the fund financial statements, governmental fund types recognize bond premiums and discounts during the current period. The face amount of debt issued is reported as other financing sources. Premiums received on debt issuances are reported as other financing sources while discounts on debt issuances are reported as other financing uses. Issuance costs, whether or not withheld from the actual debt proceeds received, are reported as debt service expenditures. Q. Deferred Inflows of Resources In addition to liabilities, the statement of net position and /or balance sheet will sometimes report a separate section for deferred inflows of resources. This separate financial statement element represents an acquisition of net position that applies to future periods and so will not be recognized as an inflow of resources (revenue) until that time. The city has two types of items that qualify for reporting in this category. First, unavailable revenue, which arises under a modified accrual basis of accounting, is reported only in the governmental funds balance sheet. The governmental funds report unavailable revenue from three sources: property taxes, special assessments, and notes receivables. These amounts are deferred and recognized as an inflow of resources in the period the amounts become available. Second, deferred pension resources, which arises under a full accrual basis of accounting, is reported only in the statement of net position. These amounts are the result of actuarial calculations involving net differences between projected and actuarial earnings on plan investments and changes in proportion, and are deferred and recognized as an inflow of resources in accordance with actuarial calculations. CITY OF MONTICELLO R. Net Position In the government -wide and proprietary fund financial statements, net position represents the difference between assets and deferred outflows of resources, and liabilities and deferred inflows of resources. Net position is displayed in three components: • Net investment in capital assets — Consists of capital assets, net of accumulated depreciation, reduced by any outstanding debt attributable to acquire capital assets. • Restricted net position — Consists of net position restricted when there are limitations imposed on their use through external restrictions imposed by creditors, grantors, or laws or regulations of other governments. • Unrestricted net position — All other net position that does not meet the definition of 'restricted" or "net investment in capital assets." S. Fund Balance Classifications In the fund financial statements, governmental funds report fund balance in classifications that disclose constraints for which amounts in those funds can be spent. These classifications are as follows: • Nonspendable — Consists of amounts that are not in spendable form, such as prepaid items, inventory, and other long -term assets. • Restricted — Consists of amounts related to externally imposed constraints established by creditors, grantors, or contributors; or constraints imposed by state statutory provisions. • Committed — Consists of internally imposed constraints that are established by resolution by the city council, which is the city's highest level of decision - making authority. Those committed amounts cannot be used for any other purpose unless the city council modifies or rescinds the commitment by resolution. • Assigned — Consists of internally imposed constraints. These constraints consist of amounts intended to be used by the city for specific purposes but do not meet the criteria to be classified as restricted or committed. In governmental funds, assigned amounts represent intended uses established by the governing body itself or by 37 Notes to the Financial Statements December 31, 2015 an official to which the governing body delegates the authority. Pursuant to city council resolution, the council, city administrator, or finance director are authorized to establish assignments of fund balance. • Unassigned — The residual classification for the General Fund which also reflects negative residual amounts in other funds. When both restricted and unrestricted resources are available for use, it is the city's policy to first use restricted resources, then use unrestricted resources as they are needed. When committed, assigned, or unassigned resources are available for use, it is the city's policy to use resources in the following order: 1) committed, 2) assigned, and 3) unassigned. T. Budget Budgets for the General Fund and major special revenue funds are adopted on a basis consistent with accounting principles generally accepted in the United States of America. Reported budget amounts are as originally adopted or as amended by city council- approved supplemental appropriations and budget transfers. No supplemental budget amendments were adopted during the year. Budget appropriations lapse at year -end. The legal level of budgetary control is at the department level in the General Fund and at the fund level in the major special revenue funds. Expenditures exceeded budgeted amounts in the EDA Special Revenue Fund by $641,853. The tax increment portion of the EDA Fund functions like a capital projects fund with expenditures based on the life cycle of the tax increment district. U. Statement of Cash Flows For purposes of the statement of cash flows, the city considers all highly liquid debt instruments with an original maturity from the time of purchase by the city of three months or less to be cash equivalents. The proprietary fund's equity in the government -wide cash and investment management pool is considered to be cash equivalent. V. Use of Estimates The preparation of financial statements in conformity with accounting principles generally accepted in the United States of America requires management to make estimates and assumptions that affect the reported amounts of assets and CITY OF MONTICELLO liabilities and disclosure of contingent assets and liabilities at the date of the financial statements and the reported amounts of revenues and expenses /expenditures during the reporting period. Actual results could differ from those estimates. W. Future Change in Accounting Standards In February 2015 GASB issued Statement No. 72, Fair Value Measurement and Application. This Statement provides guidance for determining fair value measurement for financial reporting purposes and for applying fair value to certain investments, and requires disclosures to be made about fair value measurements, the level of fair value hierarchy, and valuation techniques. Governments should organize these disclosures by type of asset or liability reported at fair value. It also requires additional disclosures regarding investments in certain entities that calculate net asset value per share (or its equivalent). The requirements of this Statement are effective for the city's fiscal year ending December 31, 2016. In June 2015 GASB issued Statement No. 74, Financial Reporting for Postemployment Benefits Plans other than Pension Plans, and Statement No. 75, Accounting and Financial Reporting for Postemployment Benefits other than Pensions. Both statements replace the requirements of GASB Statements related to postemployment benefits other than pensions (OPEB). Statement No. 74 is intended to make the OPEB accounting and financial reporting consistent with the pension standards outlined in Statement No. 67. It applies to OPEB plans, and parallels Statement No. 67 and replaces Statement No. 43. This statement is effective for the city's fiscal year ending December 31, 2017. Statement No. 75 is intended to make OPEB accounting and financial reporting consistent with the pension standards outlined in Statement No. 68. This will include recognizing a net OPEB liability in accrual basis financial statements. It applies to government employers who provide OPEB plans to their employees. It parallels Statement No. 68 and replaces Statement No. 45. This statement is effective for the city's fiscal year ending December 31, 2018. GASB issued Statement No. 76, The Hierarchy of Generally Accepted Accounting Principles for State and Local Governments, which supersedes Statement No. 55. This statement is effective for the city's fiscal year ending December 31, 2016. In August 2015, GASB issued Statement No. 77, Tax Abatement Disclosures. The Statement defines tax abatement agreement and requires certain disclosures regarding the tax abatement in its financial statements. This statement is effective for the city's fiscal year ending December 31, 2017. 38 Notes to the Financial Statements December 31, 2015 NOTE 2. CASH, CASH EQUIVALENTS, AND INVESTMENTS A. Components of Cash and Investments Cash and investments at year -end consist of the following: Deposits $ 14,130,114 1 nvestments 20, 278, 572 Cash on hand 7,540 Total cash and investments — Statement of Net Position $ 34,416,226 Cash and investments are reflected on the Statement of Net Position as follows: Cash and investments — Statement of Net Position $ 34,416,226 B. Deposits In accordance with applicable Minnesota Statutes, the city maintains deposits at depository banks authorized by the city council, including checking accounts and non - negotiable certificates of deposit. The following is considered the most significant risk associated with deposits. Custodial Credit Risk — In the case of deposits, this is the risk that in the event of a bank failure, the city's deposits may be lost. Minnesota Statutes require that all deposits be protected by federal deposit insurance, corporate surety bond, or collateral. The market value of collateral pledged must equal 110 percent of the deposits not covered by federal deposit insurance or corporate surety bonds. Authorized collateral includes treasury bills, notes, and bonds; issues of U.S. government agencies; general obligations rated "A" or better; revenue obligations rated "AA" or better; irrevocable standard letters of credit issued by the Federal Home Loan Bank; and certificates of deposit. Minnesota Statutes require that securities pledged as collateral be held in safekeeping in a restricted account at the Federal Reserve Bank or in an account at a trust department of a commercial bank or other financial institution that is not owned or controlled by the financial institution furnishing the collateral. The city's investment policy does not provide further requirements regarding custodial credit risk. At year -end, the carrying amount of the city's deposits was $14,130,114 CITY OF MONTICELLO while the balance on bank records was $14,259,649. All deposits were covered by federal depository insurance, surety bonds, or by collateral held by the city's agent in the city's name. C. Cash on hand Cash on hand consists of cash in the possession of the city, including petty cash and change funds. D. Investments Custodial Credit Risk — For investments, this is the risk that in the event of a failure of the counterparty to an investment transaction (typically a broker - dealer) the city would not be able to recover the value of its investments or collateral securities that are in the possession of an outside party. The city's investment policy does not provide additional requirements beyond state statutes, but the city typically limits its exposure by purchasing insured or registered investments, or by the control of who holds the securities. Credit Risk — This is the risk that an issuer or other counterparty to an investment will not fulfill its obligations. Minnesota Statutes limit the city's investments to direct obligations or obligations guaranteed by the United States or its agencies; shares of investment companies registered under the Federal Investment Company Act of 1940 that receive the highest credit rating, are rated in one of the two highest rating categories by a statistical rating agency, and all of the investments have a final maturity of 13 months or less; general obligations rated "A" or better; revenue obligations rated "AX or better; general obligations of the Minnesota Housing Finance Agency rated "A" or better; bankers' acceptances of United States banks eligible for purchase by the Federal Reserve System; commercial paper issued by United States corporations or their Canadian subsidiaries, rated of the highest quality category by at least two nationally recognized rating agencies, and maturing in 270 days or less; Guaranteed Investment Contracts guaranteed by a United States commercial bank, domestic branch of a foreign bank, or a United States insurance company, and with a credit quality in one of the top two highest categories; repurchase or reverse purchase agreements and securities lending agreements with financial institutions qualified as a "depository" by the government entity, with banks that are members of the Federal Reserve System with capitalization exceeding $10,000,000; that are a primary reporting dealer in U.S. government securities to the Federal Reserve Bank of New York; or certain Minnesota securities broker - dealers. The city's investment policy does not further address credit risk. 39 Notes to the Financial Statements December 31, 2015 Concentration Risk — This is the risk associated with investing a significant portion of the city's investment (5 percent or more) in the securities of a single issuer, excluding U.S. guaranteed investments (such as treasuries), investment pools, and mutual funds. The city's investment policy requires that no more than 5 percent of the overall portfolio may be invested in the securities of a single issuer, except for the securities of the U.S. government and in agencies or an external investment pool. More than 5 percent of the city's investments are in Bexar County; Federal Home Loan Bank; and Kane, Cook, and DuPage counties. These investments are 5.3 percent, 10.3 percent, and 5.5 percent, respectively, of the city's total investments. Interest Rate Risk — This is the risk of potential variability in the fair value of fixed rate investments resulting from changes in interest rates (the longer the period for which an interest rate is fixed, the greater the risk). The city's investment policy does not further address the duration of investments. CITY OF MONTICELLO The Minnesota Municipal Money Market Fund (4M Fund) is a common law trust organized in accordance with the Minnesota Joint Powers Act, which invests only in investment instruments allowable under Minnesota Statutes. It is an external investment pool regulated by Minnesota statutes and the Board of Directors of the League of Minnesota Cities. The 4M Fund is not registered with the Securities Exchange Commission (SEC), but it follows the same regulatory rules of the SEC under rule 2a7. The city's investment in the 4M Fund is measured at the net asset value per share provided by the pool, which is based on an amortized cost method that approximates fair value. The following schedule provides information on credit and interest rate risks by investment type for the city's investments: Credit Risk Interest Risk — Maturity Duration in Years No Less More Percent of Investment Type Rating Agency Maturity Than 1 1 to 5 5 to 10 Than 10 Total Holdings U.S. agency securities Federal Farm Credit Bank AA+ S &P $ - $ - $ - $ 474,912 $ - $ 474,912 2.3% Federal Agriculture Mortgage Corporation AA+ S &P - - - - 723,407 723,407 3.6% Federal Home Loan Bank AA+ S &P - - - 1,241,875 843,553 2,085,428 10.3% Federal Home Loan Mortgage Corporation AA+ S &P - - - 375,379 - 375,379 1.9% Federal National Mortgage Association AA+ S &P - - - 248,737 507,660 756,397 3.7% Negotiable certificates of deposit N/R N/A - 3,213,499 5,072,366 1,438,302 - 9,724,167 48.0% Local government securities AAA S &P - - - - 1,664,730 1,664,730 8.2% Local government securities AA+ S &P - - - 440,916 440,916 2.2% Local government securities AA S &P - - 297,633 - 297,633 1.5% Local government securities Aaa Moody's - - - 2,419,399 2,419,399 11.9% Local government securities Aa1 Moody's - - - - 554,030 554,030 2.7% Local government securities Aa2 Moody's - - - 100,266 - 100,266 0.5% Money market funds AAAm S &P 609,570 - - - - 609,570 3.0% 4M Fund N/R N/A 52,338 - - - 52,338 0.3% Total investments $ 661,908 $3,213,499 $5,072,366 $4,177,104 $7,153,695 $20,278,572 100.0% N/A — Not Applicable N/R — Not Rated 40 Notes to the Financial Statements December 31, 2015 NOTE 3. CAPITAL ASSETS Capital asset activities for the year end December 31, 2015 are as follows: CITY OF MONTICELLO Depreciable capital assets Buildings and systems January 1, - - Transfers and December 31, - 92,636,026 - Beginning 5,328,537 166,128 Completed Ending Internal Service Governmental Internal Service Governmental 4,585,691 Balance Additions Deletions Construction Balance Fund Assets Funds Total Fund Additions Fund Additions Governmental activities 97,221,717 166,128 Less accumulated depreciation for: Nondepreciable capital assets: Buildings and systems (41,629,356) (3,872,879) - Land $13,825,156 $ 241,761 $(5,511,548) $ - $ 8,555,369 $ $ 8,555,369 $ $ 241,761 Construction in progress 1,742,073 1,412,386 (2,007) (1,887,996) 1,264,456 1,264,456 1,412,386 Total capital assets, not depreciated 15,567,229 1,654,147 (5,513,555) (1,887,996) 9,819,825 9,819,825 1,654,147 Depreciable capital assets Buildings and systems 90,748,030 - - 1,887,996 92,636,026 - 92,636,026 - Machinery and equipment 5,328,537 166,128 (69,342) - 5,425,323 839,632 4,585,691 166,128 Total capital assets, depreciated 96,076,567 166,128 (69,342) 1,887,996 98,061,349 839,632 97,221,717 166,128 Less accumulated depreciation for: Buildings and systems (41,629,356) (3,872,879) - (45,502,235) - (45,502,235) - (3,872,879) Machinery and equipment (3,712,627) (238,433) 69,342 (3,881,718) (103,173) (3,778,545) (63,569) (174,864) Total accumulated depreciation (45,341,983) (4,111,312) 69,342 (49,383,953) (103,173) (49,280,780) (63,569) (4,047,743) Net capital assets, depreciated 50,734,584 (3,945,184) 1,887,996 48,677,396 736,459 47,940,937 102,559 (4,047,743) Total governmental activities $66,301,813 _t(2,291,037) $ (5,513,555) $ - $58,497,221 $ 736,459 $57,760,762 $ 102,559 $ (2,393,596) Business -type activities Nondepreciable capital assets: Land $ 1,197,945 $ - $ $ - $ 1,197,945 Construction in progress 2,507,712 1,144,604 (2,160,434) 1,491,882 Total capital assets, not depreciated 3,705,657 1,144,604 (2,160,434) 2,689,827 Depreciable capital assets: Buildings and systems 77,274,052 - (46,712) 1,873,003 79,100,343 Machinery and equipment 2,549,969 26,683 (320,251) 287,431 2,543,832 Total capital assets, depreciated 79,824,021 26,683 (366,963) 2,160,434 81,644,175 Less accumulated depreciation for: Buildings and systems (36,440,026) (1,978,304) - - (38,418,330) Machinery and equipment (1,734,100) (108,797) 225,266 (1,617,631) Total accumulated depreciation (38,174,126) (2,087,101) 225,266 - (40,035,961) Net capital assets, depreciated 41,649,895 (2,060,418) (141,697) 2,160,434 41,608,214 Total business -type activities $45,355,552 _j __(L15,814) _L _(141,697L $ - $44,298,041 41 Notes to the Financial Statements December 31, 2015 Depreciation for the year ended December 31, 2015 was charged to function /programs as follows: Governmental activities General government Public safety Public works Recreation and culture Capital assets held by the City's internal service funds — charged to the various functions based on usage of assets Total depreciation expense — governmental activities Business -type activities Water Sewer Liquor FiberNet Deputy registrar Total depreciation expense — business -type activities NOTE 4. COMMITMENTS $ 40,127 71,306 3,423,313 512,997 63,569 $ 4,111,312 $ 513,814 1,103, 397 46,923 419,782 3,185 $ 2,087,101 During fiscal 2015, the city awarded contracts for various construction and remodeling projects. The city's commitments for uncompleted work on these contracts at December 31, 2015 are approximately as follows: Sewage Fund Treatment plant upgrades $ 2,086,043 Capital Projects Fund Street construction — School Blvd Overlay $ 169,141 NOTE 5. LONG -TERM LIABILITIES A. Description The city has the following types of long -term liabilities outstanding at December 31, 2015: general obligation (G.O.) bonds and certificates of indebtedness, special assessment improvement bonds, Public Facilities Authority (PFA) loans, compensated absences, net other post - employment benefits (OPEB) obligation, and net pension liability. General Obligation Bonds — Three of the four outstanding general obligation bond issues financed street improvement projects and CITY OF MONTICELLO construction at the wastewater treatment plant. The fourth issue financed a settlement with telecommunication revenue bondholders and capital equipment purchases in the Central Equipment Fund. General Obligation Certificates of Indebtedness — The city issues general obligation certificates of indebtedness to provide financing for capital equipment. Debt service is covered by general property taxes. General obligation certificates of indebtedness are direct obligations that pledge the full faith and credit of the city. These certificates generally are issued as five -year notes with fluctuating debt service payments each year. • Special Assessment Bonds — These bonds are payable primarily from special assessments levied on the properties benefiting from the improvements funded by these issues. Any deficiencies in revenue to fund these issues will be provided from general property taxes. • General Obligation Revenue Bonds — The two outstanding general obligation revenue bond issues financed improvements to the city's sewer system. They will be repaid from revenues pledged and are backed by the taxing power of the city. Net operating revenues were $2,083,122 and principal and interest payments were $360,158 for a percentage of revenues of 17.29 %. • PFA Loan — This loan was issued for improvements to the wastewater treatment plant and is payable primarily from user fees which benefit from the improvements. • Compensated Absences — The city provides vacation and sick leave benefits to certain eligible employees. The liability will be repaid by the Benefit Accrual fund or respective enterprise fund for which each employee is employed. • Net OPEB Obligation — The city provides post - employment benefits to certain eligible employees through the city's OPEB Plan. The liability will be repaid based on a pay -as- you -go financing requirement as well as any additional amounts determined annually by the city. The liability will be repaid by the General Fund. • Net Pension Liability — The city contributes to the Minnesota PERA defined benefit retirement fund per Minnesota state statute. The liability is a reflection of the City's portion of the total net pension liability of the PERA plan based on a percentage of contributions into the plan. 42 Notes to the Financial Statements December 31, 2015 Long -term liabilities at year -end are summarized as follows: Final Interest Maturity Original Issue Rate % Issue Date Date Balance- B. Changes in Long -Term Liabilities End of Year Governmental activities General obligation bonds 2008B Sewer revenue refunding bond $9,270,000 3.00% 04/17/2008 08/01/2018 $ 2,968,000 2014A General obligation bonds: judgment portion 6,080,000 1.00-3.50 12118/2014 1211512030 6,080,000 equipment portion 515,000 1.00-3.05 12118/2014 1211512024 515,000 Other general obligation debt 2013A Certificate of indebtedness 500,000 0.35-2.10 04126/2013 12101/2020 325,000 Special assessments bonds 2007 Improvement bonds 5,137,903 4.00 1212712007 02101/2018 1,649,653 2010A General obligation refunding and improvement bonds 3,255,000 0.40-2.70 09114/2010 0210112021 1,690,000 2011A General obligation refunding 10,735,000 2.00-3.00 10119/2011 0210112023 5,745,000 2015B General obligation bonds 2,605,000 1.50-3.00 11/05/2015 1211512030 2,605,000 Net premiums (discounts) on bonds 190,196 Compensated absences payable 226,158 Net OPEB obligation 305,563 Net pension liability 1,887,162 Total governmental activities $24,186,732 Business -type activities General obligation revenue bonds 2007 Improvement bonds $ 907,097 4.00 12127/2007 02/01/2018 $ 290,347 2013B Wastewater treatment bonds 3,000,000 2.00-3.35 12105/2013 1210112028 2,640,000 Public Facility Authority loan (2015A) 2,391,483 1.06 09123/2015 0812012025 615,268 Net premiums (discounts) on bonds 30,339 Compensated absences payable 77,919 Net pension liability 1,108,334 Total business -type activities $ 4,762,207 CITY OF MONTICELLO Total governmental activities $24,734,406 $4,812,932 $ 5� 360,606 $24,186,732 $4,808,115 Business -type activities January 1, December 31, Due Within $ 2015 Additions Retirements 2015 One Year Governmental activities 615,268 100,483 Add premiums on bonds 35,071 (3,858) General obligation bonds $10,487,000 $ $ (924,000) $ 9,563,000 $1,361,000 Certificate of indebtedness 385,000 95,385 (60,000) 325,000 60,000 Special assessment bonds 12,203,653 2,605,000 (3,119,000) 11,689,653 3,300,250 Revenue bonds 985,000 1,108,334 (985,000) Add premiums on bonds 251,495 46,898 (82,462) 215,931 * Includes January 1, 2015 pension liability balance Less discounts on bonds (184,145) and 15 for further details. 158,410 (25,735) Compensated absences 322,842 238,055 (334,739) 226,158 86,865 Net OPEB obligation 283,561 35,817 (13,815) 305,563 - Net pension liability GERF 1,887,162 1,887,162 Total governmental activities $24,734,406 $4,812,932 $ 5� 360,606 $24,186,732 $4,808,115 Business -type activities General obligation revenue bonds $ 3,206,347 $ $ (276,000) $ 2,930,347 $ 279,750 PFA loans - 615,268 615,268 100,483 Add premiums on bonds 35,071 (3,858) 31,213 Less discounts on bonds (3,130) 2,256 (874) - Compensated absences 108,136 95,385 (125,602) 77,919 34,805 Net pension liability GERF - 1,108,334 * - 1,108,334 Total business -type activities $ 3,346,424 $1,818,987 $ 403,204 $ 4,762,207 $ 415,038 * Includes January 1, 2015 pension liability balance related to GASB Statement No. 68 implementation. See Notes 6 and 15 for further details. 43 Notes to the Financial Statements December 31, 2015 C. Minimum Debt Payments Minimum annual principal and interest payments to maturity for bonds payable are as follows: CITY OF MONTICELLO Governmental Activities Business -Type Activities General Obligation Special Year Ending General Obligation Bonds Certificate of Indebtedness Assessment Bonds General Obligation Bonds PFA Loan December 31, Principal Interest Principal Interest Principal Interest Principal Interest Principal 2016 $ 1,361,000 $ 268,725 $ 60,000 $ 5,250 $ 3,300,250 $ 259,624 $ 279,750 $ 76,643 2017 1,394,000 231,899 65,000 4,590 1,666,250 193,493 273,750 69,173 2018 1,433,000 192,922 65,000 3,713 1,708,153 149,974 281,847 61,748 2019 415,000 160,609 65,000 2,673 820,000 119,555 185,000 56,098 2020 420,000 152,931 70,000 1,470 840,000 102,753 190,000 52,398 2021- 2025 2,220,000 597,671 - - 2,380,000 264,200 1,025,000 195,683 2026- 2030 2,320,000 246,699 975,000 88,775 695,000 45,587 $ 9,563,000 $1,851,456 $ 325,000 $ 17,696 $11,689,653 $1,178,374 $2,930,347 $ 557,330 D. Conduit Debt The city has issued Senior Housing Refunding Revenue Bonds to provide financial assistance to private sector entities for the acquisition and construction of senior housing facilities deemed to be in the public interest. The bonds are secured by the property financed and are payable solely from payments received on the underlying mortgage loans. Upon repayment of the bonds, ownership of the acquired facilities transfers to the private sector entity served by the bond issuance. The City is not obligated in any manner for repayment of the bonds. Accordingly, the bonds are not reported as liabilities in the accompanying financial statements. As of December 31, 2015, there was one series of Senior Housing Refunding Revenue Bonds outstanding. The original issue amounts totaled $3,000,000 with an interest rate of 4.75 percent. This balance has been reduced through annual payments and partial call prepayments. The outstanding balance as of December 31, 2015 is undetermined. E. Pay -As- You -Go Tax Increment Note The city has development agreements with private developers for a property in the city's tax increment districts. As part of the agreements, the city has agreed to reimburse the developers for certain costs through pay -as- you -go tax increment notes. The notes provide for the payment of principal equal to the developers' costs, plus interest at rates ranging from 5.0 percent to 8.5 percent (interest I nterest $ 100,483 $ 6,830 109,000 24,353 111,000 23,195 112,000 22,015 113,000 20,824 69,785 10,277 $ 615,268 $ 107,494 accrual commencing upon the developer completing the project). Payments of the notes will be made at the lesser of the scheduled note payments or the actual net tax increment received during the period specified in the agreement. The note will be canceled at the end of the agreement term, whether it has been fully repaid or not. The outstanding principal balance of these notes as of December 31, 2015 is $1,858,476. These notes are not included in the city's long -term debt, because repayment is required only to the extent sufficient tax increments are received. The city's position is that this is an obligation to assign future and uncertain revenue sources and, as such, is not actual debt in substance. F. Arbitrage Rebate In accordance with the provisions of Section 148(f) of the Internal Revenue Code of 1986, as amended, bonds must satisfy certain arbitrage rebate requirements. Positive arbitrage is the excess of (1) the amount earned on investments purchased with bond proceeds over (2) the amount that such investments would have earned had such investments been invested at a rate equal to the yield on the bond issue. In order to comply with the arbitrage rebates requirements, positive arbitrage must be paid to the U.S. treasury at the end of each five -year anniversary date of the bond issue. As of December 31, 2015, there are no amounts of arbitrage rebates. 44 Notes to the Financial Statements December 31, 2015 G. Revenue Pledged Future revenue pledged for the payment of long -term debt is as follows: 2008A Public 2013B G.O. Project Revenue Wastewater Description Refunding Bonds Treatment Bonds PFA Loan Use of proceeds Community Center Sewage Fund Sewage Fund Revenue pledged Type User fees Utility charges Utility charges Percent of total 100% 81% 19% debt service Term of pledge 2008 -2015 2013 -2028 2013 -2025 Remaining principal and interest $ - $ 3,179,960 $ 722,762 Current year Principal and interest paid $ 1,000,760 $ 250,598 $ - Pledged revenue received $ 1,401,024 $ 1,663,154 $ 378,012 NOTE 6. DEFINED BENEFIT PENSION PLANS — STATE -WIDE A. Plan Description The city participates in the General Employees Retirement Fund (GERF) cost - sharing multiple - employer defined benefit pension plan administered by the Public Employees Retirement Association of Minnesota (PERA). PERA's defined benefit pension plans are established and administered in accordance with Minnesota Statutes, Chapters 353 and 356. PERA's defined benefit pension plans are tax qualified plans under Section 401 (a) of the Internal Revenue Code. General Employees Retirement Fund (GERF) All full -time and certain part-time employees of the city are covered by the General Employees Retirement Fund (GERF). GERF members belong to either the Coordinated Plan or the Basic Plan. Coordinated Plan members are covered by Social Security and Basic Plan members are not. The Basic Plan was closed to new members in 1967. All new members must participate in the Coordinated Plan. CITY OF MONTICELLO B. Benefits Provided PERA provides retirement, disability, and death benefits. Benefit provisions are established by state statute and can only be modified by the state legislature. Benefit increases are provided to benefit recipients each January. Increases are related to the funding ratio of the plan. Members in plans that are at least 90% funded for two consecutive years are given 2.5% increases. Members in plans that have not exceeded 90% funded, or have fallen below 80 %, are given 1 % increases. The benefit provisions stated in the following paragraph of this section are current provisions and apply to active plan participants. Vested, terminated employees who are entitled to benefits but are not receiving them yet are bound by the provisions in effect at the time they last terminated their public service. GERF Benefits Benefits are based on a member's highest average salary for any five successive years of allowable service, age, and years of credit at termination of service. Two methods are used to compute benefits for PERA's Coordinated and Basic Plan members. The retiring member receives the higher of a step - rate benefit accrual formula (Method 1) or a level accrual formula (Method 2). Under Method 1, the annuity accrual rate for a Basic Plan member is 2.2% of average salary for each of the first ten years of service and 2.7% for each remaining year. The annuity accrual rate for a Coordinated Plan member is 1.2% of average salary for each of the first ten years and 1.7% for each remaining year. Under Method 2, the annuity accrual rate is 2.7% of average salary for Basic Plan members and 1.7% for Coordinated Plan members for each year of service. For members hired prior to July 1, 1989, a full annuity is available when age plus years of service equal 90 and normal retirement age is 65. For members hired on or after July 1, 1989, normal retirement age is the age for unreduced Social Security benefits capped at 66. C. Contributions Minnesota Statutes Chapter 353 sets the rates for employer and employee contributions. Contribution rates can only be modified by the state legislature. GERF Contributions Basic Plan members and Coordinated Plan members were required to contribute 9.1% and 6.50 %, respectively, of their annual covered salary in calendar year 2015. The city was required to contribute 11.78% of pay for Basic Plan members and 7.50% for Coordinated Plan members in calendar year 2015. The city's contributions to the GERF for the year ended December 31, 2015, were $266,042. The city's contributions were equal to the required contributions as set by state statute. 45 Notes to the Financial Statements December 31, 2015 D. Pension Costs GERF Pension Costs At December 31, 2015, the city reported a liability of $2,995,496 for its proportionate share of the GERF's net pension liability. The net pension liability was measured as of June 30, 2015, and the total pension liability used to calculate the net pension liability was determined by an actuarial valuation as of that date. The city's proportion of the net pension liability was based on the city's contributions received by PERA during the measurement period for employer payroll paid dates from July 1, 2014, through June 30, 2015, relative to the total employer contributions received from all of PERA's participating employers. At June 30, 2015, the [entity's] proportion share was 0.0578% which was a decrease of 0.0045 % from its proportion measured as of June 30, 2014. For the year ended December 31, 2015, the city recognized pension expense of $252,783 for its proportionate share of the GERF's pension expense. At December 31, 2015, the city reported its proportionate share of the GERF's deferred outflows of resources and deferred inflows of resources related to pensions from the following sources: Differences between expected and actual economic experience Changes in actuarial assumptions Difference between projected and actual investment earnings Changes in proportion Contributions paid to PERA subsequent to the measurement date Total Deferred Outflows of Resources 29,942 184,386 136,901 Deferred Inflows of Resources 151,024 CITY OF MONTICELLO Pension Yearended Expense December 31, Amount 2016 $ (116,561) 2017 (116,561) 2018 (223,725) 2019 70,892 $ (385,955) E. Actuarial Assumptions The total pension liability in the June 30, 2015, actuarial valuation was determined using the following actuarial assumptions: Inflation 2.75% per year Active Member Payroll Growth 3.50% per year Investment Rate of Return 7.90% Salary increases were based on a service- related table. Mortality rates for active members, retirees, survivors and disabilitants were based on RP -2000 tables for males or females, as appropriate, with slight adjustments. Cost of living benefit increases for retirees are assumed to be: 1% effective every January 1st until 2034, then 2.5% for GERF. 266,654 Actuarial assumptions used in the June 30, 2015, valuation were based on the results of actuarial experience studies. The experience study in the GERF was 182,605 for the period July 1, 2004, through June 30, 2008, with an update of economic assumptions in 2014. There were no changes in actuarial assumptions in 2015. $ 351,229 $ 600,283 The $136,901 reported as deferred outflows of resources related to pensions resulting from city contributions subsequent to the measurement date will be recognized as a reduction of the net pension liability in the year ended December 31, 2016. Other amounts reported as deferred outflows and inflows of resources related to pensions will be recognized in pension expense as follows: The long -term expected rate of return on pension plan investments is 7.9 %. The State Board of Investment, which manages the investments of PERA, prepares an analysis of the reasonableness of the long -term expected rate of return on a regular basis using a building -block method in which best - estimate ranges of expected future rates of return are developed for each major asset class. These ranges are combined to produce an expected long -term rate of return by weighting the expected future rates of return by the target asset allocation percentages. 46 Notes to the Financial Statements December 31, 2015 The target allocation and best estimates of arithmetic real rates of return for each major asset class are summarized in the following table: Long -Term Target Expected Real Asset Class Allocation Rate of Return Domestic Stocks 45% 5.50% International Stocks 15% 6.00% Bonds 18% 1.45% Alternative Assets 20% 6.40% Cash 2% 0.50% Total 100% F. Discount Rate The discount rate used to measure the total pension liability was 7.9 %. The projection of cash flows used to determine the discount rate assumed that employee and employer contributions will be made at the rate specified in statute. Based on that assumption, each of the pension plan's fiduciary net position was projected to be available to make all projected future benefit payments of current active and inactive employees. Therefore, the long -term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. G. Pension Liability Sensitivity The following presents the city's proportionate share of the net pension liability for all plans it participates in, calculated using the discount rate disclosed in the preceding paragraph, as well as what the city's proportionate share of the net pension liability would be if it were calculated using a discount rate 1 percentage point lower or 1 percentage point higher than the current discount rate: 1 % Decrease In Discount Discount Rate (6.9 %) Rate (7.9 %) City's proportionate share of the GERF net pension liability $ 4,709,984 $ 2,995,496 CITY OF MONTICELLO H. Pension Plan Fiduciary Net Position Detailed information about each pension plan's fiduciary net position is available in a separately- issued PERA financial report that includes financial statements and required supplementary information. That report may be obtained on the Internet at www.mnpera.org. NOTE 7. DEFINED CONTRIBUTION PENSION PLANS — STATE- WIDE Three Council members of the city are covered by the Public Employees Defined Contribution Plan ( PEDCP), a multiple - employer deferred compensation plan administered by PERA. The PEDCP is a tax qualified plan under Section 401(a) of the Internal Revenue Code and all contributions by or on behalf of employees are tax deferred until time of withdrawal. Plan benefits depend solely on amounts contributed to the plan plus investment earnings, less administrative expenses. Minnesota Statutes, Chapter 353D.03, specifies plan provisions, including the employee and employer contribution rates for those qualified personnel who elect to participate. An eligible elected official who decides to participate contributes 5% of salary which is matched by the elected official's employer. Employer and employee contributions are combined and used to purchase shares in one or more of the seven accounts of the Minnesota Supplemental Investment Fund. For administering the plan, PERA receives 2% of employer contributions and twenty -five hundredths of 1 % (.0025) of the assets in each member's account annually. Total contributions made by the city during fiscal year 2015 were: Contribution Amount % of Covered Payroll Required Employee Employer Employee Employer Rate $ 1,140 $ 1,140 5.00% 5.00% 5.00% 1% Increase NOTE 8. DEFINED BENEFIT PENSION PLAN - MONTICELLO FIRE In Discount RELIEF ASSOCIATION Rate (8.9 %) A. Plan Description $ 1,579,592 All members of the Monticello Fire Department (the Department) are covered by a defined benefit contribution plan administered by the Monticello Fire Relief Association (the Association). As of December 31, 2015, the plan covered 29 47 Notes to the Financial Statements December 31, 2015 active firefighters and 3 retirees and beneficiaries. The plan is a single - employer retirement plan that is established and administered in accordance with Minnesota Laws 1965, chapter 446, as amended and Minnesota statute, chapters 69 and 424A. The Association maintains a separate Special fund to accumulate assets to fund the retirement benefits earned by the Department's membership. Funding for the Association is derived from contributions from the city and 2% fire aid from the State of Minnesota. Funds are also derived from investment income. B. Benefits Provided Upon approval by the Board of Trustees, lump sum retirement benefits are either paid or deferred as follows: Each member who is at least 50 years of age, has retired from the fire department, has served at least 10 years of active service with such department before retirement and has been a member of the Association in good standing at least 10 years prior to such retirement, shall be entitled to a lump sum service pension in the amount of $3,300 for each year of service but not exceeding the maximum amount per year of service allowed by law for the minimum average amount of available financing per firefighter as prescribed by laws. A year of service may be prorated to twelve monthly slices, if a full year of active service is not reached. If a member of the Association shall become permanently or totally disabled, the Association shall pay the sum of $3,300 for each year the member was an active member of the Association. If a member who received a disability pension subsequently recovers and returns to active duty, the disability pension is deducted from the service pension as approved by the Board of Trustees. According to the bylaws of the Association and pursuant to Minnesota Statutes, members who retire with less than 20 years of service and have reached the age of 50 years and have completed at least 10 years of active membership are entitled to a reduced service pension not to exceed the amount calculated by multiplying the member's service pension for the completed years of service times an applicable nonforfeitable percentage. During the time a member is on deferred vested pension (not yet reached age 50), they will earn interest on the deferred benefit amount at a rate equal to the actual time weighted total rate of return as reported by the Minnesota State Auditor's Office, up to five percent, compounded annually. A deferred vested member will not be eligible for disability benefits. CITY OF MONTICELLO C. Contributions Minnesota statutes, chapters 424 and 424A authorize pension benefits for volunteer fire relief associations. Contributions by the city are determined as follows: • Normal cost for next year (increase in pension benefit obligation) • Plus estimated expenses for next year and 10 percent of any deficits • Less anticipated income next year and 10 percent of any surplus The plan is funded by fire state aid, investment earnings and, if necessary, employer contributions as specified in Minnesota statutes and voluntary City contributions (if applicable). The State of Minnesota contributed $108,186 in fire state aid to the plan on behalf of the City Fire Department for the year ended December 31, 2015, which was recorded as a revenue. Required employer contributions are calculated annually based on statutory provisions. The City's statutorily- required contributions to the plan for the year ended December 31, 2015 were $108,186. The City's contributions were equal to the required contributions as set by state statute. The City made no voluntary contributions to the plan. Furthermore, the firefighter has no obligation to contribute to the plan. D. Pension Costs At December 31, 2015, the city reported a net pension asset of $9,325 for the FRA plan. The total pension liability used to calculate the net pension asset in accordance with GASB 68 was determined by Robinson Associates LLC applying an actuarial formula to specific census data certified by the fire department as of December 31, 2015. For the year ended December 31, 2015, the Fire Department recognized pension expense of $66,003. At December 31, 2015, the fire department reported deferred outflows /inflows of resources: Deferred Deferred Outflows Inflows of Resources of Resources Net difference between projected and actual investment earnings $ 48,839 $ - 48 Notes to the Financial Statements December 31, 2015 Amounts reported as deferred outflows and inflows of resources related to pensions will be recognized in pension expense as follows: E. Actuarial Assumptions The total pension liability at December 31, 2015, was determined using the entry age normal actuarial cost method and the following assumptions: Retirement eligibility at 100 percent service pension at age 50 and 20 years of service, early vested retirement at age 50 with 10 years of service vested at 60 percent and increased by 4 percent for each additional year of service up to 20 and eligibility for deferred service pension payable at age 50 and 20 years of service. CITY OF MONTICELLO The target allocation and best estimates of arithmetic real rates of return for each major asset class are summarized in the following table: Asset Class Cash Mutual funds F. Discount Rate Pension Year ended Expense December 31, Amount 2016 $ 12,210 2017 12,210 2018 12,210 2019 12,209 (Asset) $ 48,839 E. Actuarial Assumptions The total pension liability at December 31, 2015, was determined using the entry age normal actuarial cost method and the following assumptions: Retirement eligibility at 100 percent service pension at age 50 and 20 years of service, early vested retirement at age 50 with 10 years of service vested at 60 percent and increased by 4 percent for each additional year of service up to 20 and eligibility for deferred service pension payable at age 50 and 20 years of service. CITY OF MONTICELLO The target allocation and best estimates of arithmetic real rates of return for each major asset class are summarized in the following table: Asset Class Cash Mutual funds F. Discount Rate 100.0% The discount rate used to measure the total pension liability was 4.19 percent. The projection of cash flows used to determine the discount rate assumed that contributions to the FRA plan will be made as specified in statute. Based on that assumption and considering the funding ratio of the plan, the fiduciary net position was projected to be available to make all projected future benefit payments of current active and inactive members. Therefore, the long -term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. G. Changes in the Net Pension Liability Salary Increases 2.00% per year Long -term Target Expected Real Allocation Rate of Return 6.5% -0.7% 93.5% 3.8% 100.0% The discount rate used to measure the total pension liability was 4.19 percent. The projection of cash flows used to determine the discount rate assumed that contributions to the FRA plan will be made as specified in statute. Based on that assumption and considering the funding ratio of the plan, the fiduciary net position was projected to be available to make all projected future benefit payments of current active and inactive members. Therefore, the long -term expected rate of return on pension plan investments was applied to all periods of projected benefit payments to determine the total pension liability. G. Changes in the Net Pension Liability Salary Increases 2.00% per year Total Plan Net Pension Cost of living increases 2.00% per year Pension Fiduciary Liability Investment rate of return 4.19% Liability Net Position (Asset) 20 year municipal bond yield 3.57% (a) (b) (a -b) Beginning balance 12/31/14 $ 1,026,005 $ 1,053,739 $ (27,734) There were no changes in actuarial assumptions in 2015. Changes for the year The 4.19 percent long -term expected rate of return on pension plan investments Service cost 77,343 - 77,343 was determined using a building -block method in which best estimates for Interest on total pension liability 41,888 - 41,888 expected future real rates of return (expected returns, net of inflation) were Contributions from employer - 120,027 (120,027) developed for each asset class using the plan's target investment allocation Supplemental benefits reimbursed 2,000 (2,000) along with long -term return expectations by asset class. Inflation expectations Net investment income (17,673) 17,673 were applied to derive the nominal rate of return for the portfolio. Benefit payments (128,101) (128,101) - Administrative expenses - (3,532) 3,532 Ending balance 12/31/15 $ 1,017,135 $ 1,026,460 $ (9,325) 49 Notes to the Financial Statements December 31, 2015 H. Pension Asset Sensitivity The following presents the city's net pension (liability) asset for the FRA plan, calculated using the discount rate disclosed in the preceding paragraph, as well as what the city's net pension (liability) asset would be if it were calculated using a discount rate 1 percent lower or 1 percent higher than the current discount rate: 1 % Decrease 1% Increase In Discount Discount In Discount Rate (3.19 %) Rate (4.19 %) Rate (5.19 %) Net Pension Asset (Liability) $ (19,611) $ 9,325 $ 37,068 I. Pension Plan Fiduciary Net Position The Association issues a publicly available financial report that includes financial statements and required supplementary information. A copy of the report may be obtained at Monticello City Hall. NOTE 9. OTHER POST - EMPLOYMENT BENEFITS (OPEB) PLAN A. Plan Description The city provides post - employment insurance benefits to certain eligible employees through the city's OPEB Plan, a single - employer defined benefit plan administered by the city. All post - employment benefits are based on contractual agreements with employee groups. The Retiree Health Plan does not issue a publicly available financial report. These contractual agreements do not include any specific contribution or funding requirements. These benefits are summarized as follows: Post - Employment Insurance Benefits — All retirees of the city have the option under state law to continue their medical insurance coverage through the city from the time of retirement until the employee reaches the age of eligibility for Medicare. For members of all employee groups, the retiree must pay the full premium to continue coverage for medical and dental insurance. The city is legally required to include any retirees for whom it provides health insurance coverage in the same insurance pool as its active employees, whether the premiums are paid by the city or the retiree. Consequently, participating retirees are considered to receive a secondary benefit known as an "implicit rate subsidy." This benefit relates to the assumption that the retiree is receiving a more favorable premium rate than they would otherwise be able CITY OF MONTICELLO to obtain if purchasing insurance on their own, due to being included in the same pool with the city's younger and statistically healthier active employees. B. Funding Policy The required contribution is based on projected pay -as- you -go financing requirements, with additional amounts to pre -fund benefits as determined annually by the city. C. Annual OPEB Cost and Net OPEB Obligation The city's annual OPEB cost (expense) is calculated based on the ARC of the city, an amount determined on an actuarially determined basis in accordance with the parameters of GASB Statement Nos. 43 and 45. The ARC represents a level funding that, if paid on an ongoing basis, is projected to cover normal costs each year and amortize any unfunded actuarial liabilities (or funding excess) over a period not to exceed 30 years. The following table shows the components of the city's annual OPEB cost for the year, the amount actually contributed to the plan, and the changes in the city's net OPEB obligation to the plan: ARC $ 40,874 Interest on net OPEB obligation 11,342 Adjustment to ARC (16,399) Annual OPEB cost (expense) 35,817 Less contribution made 13,815 Increase in net OPEB obligation 22,002 Net OPEB obligation — beginning of year 283,561 Net OPEB obligation — end of year $ 305,563 The city's annual OPEB cost, the percentage of annual OPEB cost contributed to the plan, and the net OPEB obligation for the last three years are as follows: Percentage Fiscal Year Beginning Annual of Annual Beginning OPEB OPEB Employer OPEB Cost Net OPEB January 1, Obligation Cost Contribution Contributed Obligation 2013 $215,663 $57,761 $ 17,820 30.9% $255,604 2014 $255,604 $34,718 $ 6,761 19.5% $283,561 2015 $283,561 $35,817 $ 13,815 38.6% $305,563 50 Notes to the Financial Statements December 31, 2015 D. Funded Status and Funding Progress As of January 1, 2014, the most recent actuarial valuation date, the plan was zero percent funded. The actuarial accrued liability for benefits was $265,486 and the actuarial value of assets was $0, resulting in an unfunded actuarial accrued liability (UAAL) of $265,486. The covered payroll (annual payroll of active employees covered by the plan) was $3,914,601, and the ratio of the UAAL to the covered payroll was 6.78 percent. Actuarial valuations of an ongoing plan involve estimates of the value of reported amounts and assumptions about the probability occurrence of events far into the future. Examples include assumptions about future employment, mortality, and the healthcare cost trend. Amounts determined regarding the funded status of the plan and ARC of the employer are subject to continual revision as actual results are compared with past expectations and new estimates are made about the future. The Schedule of Funding Progress immediately following the notes to basic financial statements presents multi -year trend information about whether the actuarial value of plan assets is increasing or decreasing over time relative to the actuarial accrued liabilities for benefits. The city's net OPEB obligation is typically liquidated using the General fund. E. Actuarial Methods and Assumptions Projections of benefits for financial reporting purposes are based on the substantive plan (the plan as understood by the employer and the plan members) and include the types of benefits provided at the time of each valuation and the historical pattern of sharing of benefit costs between the employer and plan members to that point. The actuarial methods and assumptions used include techniques that are designed to reduce the effects of short-term volatility in actuarial accrued liabilities and the actuarial value of assets, consistent with the long -term perspective of the calculations. In the January 1, 2014 actuarial valuation, the projected unit credit actuarial cost method was used. The actuarial assumptions included: a 4.0 percent investment rate of return (net of administrative expenses) based on the city's own investments; an annual healthcare cost trend rate of 10.0 percent initially, reduced by decrements to an ultimate rate of 5.0 percent after 10 years for medical insurance. The assumptions used did not include OPEB inflation increases. The city has chosen to amortize the entire UAAL as a level dollar amount over a 30 year open period. This method will re- amortize the UAAL each year over 30 years. Absent actuarial gains, the UAAL will never be fully recognized under this method. CITY OF MONTICELLO NOTE 10. RISK MANAGEMENT AND LITIGATION The city is exposed to various risks of losses related to torts; theft of, damage to, and destruction of assets; errors and omissions; injuries to employees; and natural disasters. For the past several years, the city has obtained insurance coverage from various trusts administered by the League of Minnesota Cities. Additionally, the city has effectively managed risk through various employee education and prevention programs. All risk management activities are accounted for in the appropriate fund. Expenditures and claims are recognized when it is probable that a loss has occurred, the amount of the loss can be reasonably estimated, and the loss amount exceeds insurance coverage. In determining claims, events that might create claims, but for which none have been reported, are considered. The city attorney estimates that the amount of actual or potential claims against the city as of December 31, 2015 will not materially affect the financial condition of the city. Workers compensation coverage is provided through the League of Minnesota Cities Insurance Trust (LMCIT). This is a group self- insured workers' compensation plan. Nearly every municipality in Minnesota participates in the plan. The city has never had to contribute any additional funds beyond the annual standard premium and deductibles, which is $2,500 per occurrence. The city's annual premium reflects a base rate multiplied by an experience modification of 69 %. The city provides health benefit coverage to all full -time employees and certain part-time employees who meet personnel policy set criteria. The city pays a portion of the premium, which is set annually by council action, and is not obligated to make any other payments. The city also purchases property, vehicle, liability and various other insurance coverages from the LMCIT. The standard deductible for most claims is $1,000. State statute sets tort limits for most liability claims at $500,000 per individual and $1,500,000 for all claimants for one incident. Annually, the council can waive the tort limits, but has chosen not to without exception. The city periodically receives a dividend from LMCIT and has never had to contribute additional funds beyond premiums and deductibles. There were no significant reductions in insurance coverages from the previous year and there were no settlements in excess of insurance coverage in each of the past three years. 51 Notes to the Financial Statements December 31, 2015 NOTE 11. FUND BALANCES Classifications At December 31, 2015, a summary of the city's governmental fund balance classifications are as follows: CITY OF MONTICELLO 52 Special Revenue Funds Economic Debt General Community Development Service Capital Nonmajor Fund Center Authority Fund Projects Funds Total Nonspendable Prepaid items $ 113,302 $ 19,469 $ 869 $ - $ - $ 1,259 $ 134,899 Land held for resale - - 2,473,957 - 1,764,189 - 4,238,146 Total nonspendable 113,302 19,469 2,474,826 - 1,764,189 1,259 4,373,045 Restricted Debt service - - - 5,382,214 - - 5,382,214 Economic development - - 1,342,354 - - 1,120,762 2,463,116 Perpetual care - - - - - 32,388 32,388 Tax increment - - 742,187 - - - 742,187 Total restricted - - 2,084,541 5,382,214 - 1,153,150 8,619,905 Assigned Capital improvements - - - - 3,628,024 4,868,311 8,496,335 Economic development - - 2,003,498 - - - 2,003,498 Community center operations - 609,973 - - - - 609,973 Total assigned - 609,973 2,003,498 - 3,628,024 4,868,311 11,109,806 Unassigned 4,873,494 - - - - - 4,873,494 Total $4,986,796 $ 629,442 $6,562,865 $5,382,214 $5,392,213 $6,022,720 $28,976,250 52 Notes to the Financial Statements December 31, 2015 NOTE 12. CONCENTRATION OF REVENUES Cargill Kitchen solutions is the largest customer of water and sewage services. The company's water purchases account for $69,127, or 6.1 percent, of Water Fund operating revenue; and the company's sewage charges account for $315,472, or 15.1 percent, of Sewage Fund operating revenue. Additionally, Northern States Power Company's (Xcel Energy) net tax capacity for property taxes payable in 2015 is $14,453,109, or 58.6 percent, of the total net capacity of $24,646,698. Accordingly, Xcel Energy's share of the $8.535 million city property tax levy is $5.16 million. The tax capacity on January 1, 2015, is based on market values certified to the state on January 1, 2014. In both 2013 and 2014, Xcel Energy uprated energy producing assets at its Monticello nuclear plant, increasing the company's net tax capacity to $15,913,229, or 61.5 percent, of the $25,891,898 total tax capacity for taxes payable in 2016. NOTE 13. CLAIMS AND JUDGMENTS The city participates in a number of federal and state programs that are fully or partially funded by grants received from other governmental units. Expenditures financed by grants are subject to audit by the appropriate grantor government. If expenditures are disallowed due to noncompliance with grant program regulations, the city may be required to reimburse the grantor government. As of December 31, 2015, significant amounts of grant expenditures have not been audited by the granting agency, but the city believes that disallowed expenditures discovered in subsequent audits, if any, will not have a material effect on any of the individual funds or the overall financial position of the city. NOTE 14. CHANGE IN ACCOUNTING STANDARDS The city implemented several new accounting pronouncements issued by the Governmental Accounting Standards Board (GASB), including State No. 68, Accounting and Financial Reporting for Pension — an Amendment of GASB Statement No. 27 and Statement No. 71, Pension Transition for Contributions Made Subsequent to the Measurement Date — an Amendment of GASB Statement No. 68, for the year ended December 31, 2015. These standards required a retroactive implementation which resulted in the restatement of beginning balances in the December 31, 2014 financial statements. Changes related to these standards are reflected in the financial statements and schedules and related disclosures are included in Notes 6 and 8. CITY OF MONTICELLO As a result of the restatement of beginning balances, the following schedule reconciles the previously reported December 31, 2014 balances to the December 31, 2015 financial statements: Activities /Fund Net Position $ 14,901,305 December 31, Net Position 2014 January 1, as Previously 2015 Reported (1) Restatement as Restated Governmental activities $ 73,499,780 $ (2,019,396) $ 71,480,384 Proprietary funds Water $ 14,901,305 $ (129,976) $ 14,771,329 Sewage 20,761,130 (162,471) 20,598,659 Liquor 987,433 (357,435) 629,998 Fiber Optics 14,198,557 (357,435) 13,841,122 Deputy Registrar 380,876 (194,965) 185,911 Internal service funds proprietary portion 9,915 9,915 Total business -type activities $ 51,239,216 $ (1,202,282) $ 50,036,934 (1) To record the beginning net pension liability and deferred outflows /inflows of resources at December 31. 2014. In January 2014 GASB issued Statement No. 69, Government Combinations and Disposals of Government Operations. It establishes accounting related to government combinations and disposals of government operations. Government combinations include mergers, acquisitions, and transfers of operations. Statement No. 69 also establishes the required financial statement disclosure for government combinations and disposals of government operations. The implementation of this Statement did not have a significant impact on the city's financial statements. NOTE 15. SPECIAL ITEM: CONTRIBUTION OF LAND TO COUNTY The city and Wright County have been jointly acquiring parcels of land located around the Bertram Chain of Lakes since 2008. In 2015, the city and county made an agreement regarding which parcels of land each entity would be in charge of maintaining. Because the county would be maintaining parcels that the city and county owed jointly but were recorded on the city's financial statements, the city contributed those parcels to the county in the amount of $5,511,547. 53 Notes to the Financial Statements December 31, 2015 NOTE 16. INTERFUND TRANSFERS Interfund transfers for the year ended December 31, 2015 consisted of the following: Governmental funds: General Fund Community Center Economic Development Authority Debt Service Capital Projects Nonmajor governmental Internal service Total governmental funds Enterprise funds: Water Sewage Liquor Fiber Optics Total enterprise funds Total $ - $ 297,012 - 1,029,046 94,900 - 3,306,045 5,872 5,872 855,000 855,000 - 226,158 - 4,487,975 2,186,930 - 790,958 - 1,510,087 - 450,000 450,000 - 450,000 2,751,045 $ 4,937,975 $ 4,937,975 CITY OF MONTICELLO The following schedule reflects each fund transfer: Transfers In Transfers Out Amount Economic Development Authority General 94,900 (1) Debt Service Community Center 1,005,000 (2) Water 790,958 (2) Sewage 1,510,087 (2) Capital Projects Debt Service 5,872 (3) Nonmajor governmental Capital Projects 855,000 (4) Fiber Optics Liquor 450,000 (5) Internal service General 202,112 (6) Community Center 24,046 (6) Total $ 4,937,975 (1) Annual transfer to subsidize fund operations. (2) Transfer for principal and interest payments on various debt issues. (3) Transfer to close out portion of debt service fund attributable to the 2008A bond, which was paid off in 2015. (4) Transfer for land acquisition and park development. (5) Transfer to subsidize fund operating and capital expenditures. (6) Transfer to set up internal service fund for benefit accruals. t Ton 54 REQUIRED SUPPLEMENTARY INFORMATION Required Supplementary Information Schedules of Employer's Share of Net Pension Liability Last Ten Fiscal Years Fiscal Year Ending June 30, 2015 Public Employees Retirement Association - General Employees Retirement Fund Monticello Fire Department Relief Association Employer's Proportionate Employer's Employer's Proportionate Share of the Net Pension Proportion Share (Amount) of the Net Employer's Liability as a Percentage of its (Percentage) of the Pension Liability Covered Payroll Covered Payroll Net Pension Liability (a) (b) (a /b) 0.0578% $2,995,496 $3,395,756 88.21% Monticello Fire Department Relief Association CITY OF MONTICELLO Plan Fiduciary Net Position as a Percentage of the Total Pension Liability 78.2% Plan Fiduciary Net Position as a Percentage of the Total Pension Liability 100.9% * The Monticello Volunteer Firemen's Relief Association is comprised of volunteers; therefore there are no payroll expenditures (i.e. there are no covered payroll percentage calculations). * This schedule is provided prospectively beginning with the fiscal year ended December 31, 2015. * *For purposes of this schedule, covered payroll is defined as "pensionable wages." 55 Employer's Proportionate Employer's Employer's Proportionate Share of the Net Pension Proportion Share (Amount) of the Net Employer's Liability as a Percentage of its Fiscal Year Ending (Percentage) of the Pension Liability (Asset) Covered Payroll* Covered Payroll December 31, Net Pension Liability (a) (b) (a /b) 2015 100.0% ($9,325) N/A N/A CITY OF MONTICELLO Plan Fiduciary Net Position as a Percentage of the Total Pension Liability 78.2% Plan Fiduciary Net Position as a Percentage of the Total Pension Liability 100.9% * The Monticello Volunteer Firemen's Relief Association is comprised of volunteers; therefore there are no payroll expenditures (i.e. there are no covered payroll percentage calculations). * This schedule is provided prospectively beginning with the fiscal year ended December 31, 2015. * *For purposes of this schedule, covered payroll is defined as "pensionable wages." 55 CITY OF MONTICELLO Required Supplementary Information Schedules of Employer's Pension Contributions Last Ten Fiscal Years Public Employees Retirement Association - General Employees Retirement Fund Contributions in Relation to the Contributions as a Statutorily Required Statutorily Required Contribution Deficiency Employer's Covered Percentage of Covered Fiscal Year Ending Contributions Contributions (Excess) Payroll" Payroll December 31, (a) (b) (a -b) (c) (b /c) 2015 $ 266,042 $ 266,042 $ - $ 3,547,217 7.5% Monticello Fire Department Relief Association Statutorily Determined Actual Contributions Contribution Fiscal Year Ending Contributions Paid Deficiency (Excess) December 31, (a) (b) (a -b) 2014 $ 120,027 $ 120,027 $ - 2015 108,186 108,186 - This schedule is presented prospectively beginning with the fiscal year ended December 31, 2015. ' *For purposes of this schedule, covered payroll is defined as "pensionable wages." 56 CITY OF MONTICELLO Required Supplementary Information 1,053,739 Schedule of Changes in the Fire Relief Association's Net Pension 1,026,460 Liability (Asset) and Related Ratios (9,325) Plan fiduciary net position as a percentage of the total pension liability 2015 Total pension liability N/A Service cost $ 77,343 Interest 41,888 Benefit payments, including refund of member contributions (128,101) Net change in total pension liability (8,870) Total pension liability - beginning 1,026,005 Total pension liability - ending (A) 1,017,135 Plan fiduciary net position Contributions - State $ 122,027 Contributions - Municipal - Net investment income (17,673) Benefit payments, including refund of member contributions (128,101) Administrative expenses (3,532) Net change in plan fiduciary net position (27,279) Plan fiduciary net position - beginning 1,053,739 Plan fiduciary net position - ending (B) 1,026,460 Net pension liability (asset) - ending (A) -(B) (9,325) Plan fiduciary net position as a percentage of the total pension liability 100.92% Covered payroll' N/A Net pension liability as a percentage of covered payroll' N/A Notes to Schedule: This schedule is built prospectively until it contains ten years of data. "The Association is comprised of volunteers, therefore, there are no payroll expenditures (i.e., there are no covered payroll percentage calculations) 57 CITY OF MONTICELLO Required Supplementary Information Schedule of Funding Progress Unfunded Liability as a Percentage of Payroll 9.83% 11.65% 6.78% 58 City of Monticello Other Post - Employment Benefits Plan Unfunded Actuarial Actuarial Actuarial Actuarial Valuation Date Accrued Value of Accrued Funded Covered January 1, Liability Plan Assets Liability Ratio Payroll 2008 $ 302,787 $ $ 302,787 % $ 3,080,457 2011 362,290 362,290 % 3,108,685 2014 265,486 265,486 % 3,914,601 Unfunded Liability as a Percentage of Payroll 9.83% 11.65% 6.78% 58 CITY � ©F MonticeHo (This page left blank intentionally) 59 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Budget and Actual - General Fund For the Year Ended December 31, 2015 Fund Balance Orginal and Final Current Variance with Budget Actual Final Budget Revenues Property taxes $ 5,901,500 $ 5,906,255 $ 4,755 Franchise taxes 217,000 216,500 (500) Special assessments 300 1,330 1,030 Licenses and permits 321,180 461,049 139,869 Intergovernmental 299,177 354,679 55,502 Charges for services 267,761 349,601 81,840 Fines and forfeitures 42,100 42,474 374 Investment earnings 101,500 64,037 (37,463) Other revenues 95,482 241,721 146,239 Total revenues 7.246.000 7.637.646 391.646 Expenditures: Current General government Mayor and council 53,925 52,572 (1,353) City administration 305,153 312,491 7,338 Elections 3,093 2,979 (114) Finance 405,558 377,867 (27,691) Audit 43,000 37,798 (5,202) City assessing 52,115 50,466 (1,649) Legal 37,000 36,946 (54) Human resources 116,631 117,249 618 Planning and zoning 203,320 244,976 41,656 Information technology services 46,829 19,872 (26,957) City hall 208,078 198,915 (9,163) Prairie center building 19,080 13,327 (5,753) Public safety Law enforcement 1,175,815 1,174,439 (1,376) Fire and rescue 266,011 309,970 43,959 Fire relief 80,000 120,027 40,027 Building inspections 304,452 304,858 406 Civil defense 3,856 1,500 (2,356) Animal control 50,724 48,754 (1,970) National Guard 17,050 13,438 (3,612) (continued) •1 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Budget and Actual - General Fund For the Year Ended December 31, 2015 (Continued) Fund Balance Orginal and Final Variance with Budget Actual Final Budget Expenditures (continued) Public works Public works administration $ 123,580 $ 124,504 $ 924 Engineering 169,508 110,555 (58,953) Public works inspecitons 96,952 32,084 (64,868) Streets and alleys 876,407 737,836 (138,571) Ice and snow removal 250,684 263,020 12,336 Shop and garage 194,810 185,837 (8,973) Stormwater 73,168 26,712 (46,456) Parking lots 9,403 2,030 (7,373) Street lighting 229,500 226,485 (3,015) Sanitation Refuse and recycling collection 588,291 563,477 (24,814) Transit Bus service 40,000 40,000 Recreation and culture Community celebrations 3,300 2,199 (1,101) Senior center 99,922 97,115 (2,807) Park operations 803,325 706,934 (96,391) Park ballfields 32,800 16,971 (15,829) Shade tree 58,628 104,990 46,362 Library 39,962 36,176 (3,786) Total expenditures 7,081,930 6,715,369 (366,561) Excess (deficiency) of revenues over expenditures 164,070 922,277 758,207 Other financing sources (uses) Sale of capital assets - 30,473 30,473 Transfers out (164,070) (297,012) (132,942) Total other financing sources (uses) (164,070) (266,539) (102,469) Net change in fund balance - 655,738 655,738 Fund balance at beginning of year 4,331,058 4,331,058 - Fund balance at end of year $ 4,331,058 $ 4,986,796 $ 655,738 61 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Balance Budget and Actual - Community Center Fund For the Year Ended December 31, 2015 Orginal and Final Variance with Budget Actual Final Budget Revenues Property taxes $ 1,363,000 $ 1,363,000 $ - Charges for services 1,405,550 1,401,024 (4,526) Investment earnings 2,500 (1,544) (4,044) Other revenues 37,000 32,827 (4,173) Total revenues 2,808,050 2,795,307 (12,743) Expenditures Current Recreation and culture Community center operations 1,626,247 1,472,593 (153,654) Community center programming 151,821 97,463 (54,358) Ballfields 24,982 7,587 (17,395) Total expenditures 1,803,050 1,577,643 (225,407) Excess (deficiency) of revenues over expenditures 1,005,000 1,217,664 212,664 Other financing sources (uses) Transfers out (1,005,000) (1,029,046) (24,046) Total other financing sources (uses) (1,005,000) (1,029,046) (24,046) Net change in fund balance - 188,618 188,618 Fund balance at beginning of year 440,824 440,824 - Fund balance at end of year $ 440,824 $ 629,442 $ 188,618 62 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Changes in Fund Budget and Actual - Economic Development Authority Fund For the Year Ended December 31, 2015 Balance Orginal and Final Variance with Budget Actual Final Budget Revenues Tax increments $ 641,437 $ 727,617 $ 86,180 Intergovernmental - 11,875 11,875 Charges for services - 1,250 1,250 Investment earnings 65,000 52,034 (12,966) Other revenues 1,750 622 (1,128) Total revenues 708,187 793,398 85,211 Expenditures Current Economic development General operations 116,150 135,487 19,337 Land held for resale adjustment - 745,800 745,800 Developmental activities 479,104 355,820 (123,284) Total expenditures 595,254 1,237,107 641,853 Excess (deficiency) of revenues over expenditures 112,933 (443,709) (556,642) Other financing sources Transfers in 94,900 94,900 Net change in fund balance 207,833 (348,809) (556,642) Fund balance at beginning of year 6,911,674 6,911,674 Fund balance at end of year $ 7,119,507 $ 6,562,865 $ (556,642) 63 Notes to the Required Supplementary Information December 31, 2015 Budgetary Information The city follows these procedures in establishing the budgetary data reflected in the basic financial statements: A. Prior to September 1, the city administrator submits to the city council a proposed operating budget for the fiscal year commencing the following January 1. The operating budget includes proposed expenditures and the means of financing them. The city council adopts the proposed budget as amended and adjusted by the city council and certifies the proposed property tax levy to the county auditor according to Minnesota Statutes. B. Public hearings are conducted at the city council's chambers in the Monticello Community Center. C. On or before December 28, the final budget is legally enacted by city council resolution and the final property tax levy is certified to the county auditor. D. Management is authorized to transfer budgeted amounts between departments within a fund; however, any revisions that alter the total expenditures of any fund must be approved by the city council. E. The city has legally adopted budgets for the General Fund and major special revenue funds. Expenditures may not legally exceed budgeted appropriations at the total fund level. Monitoring of budgets is maintained at the department level. All amounts over budget have been approved by the city council through the disbursement process. The city is not legally required to adopt an annual budget for the nonmajor special revenue funds, the Debt Service Fund, and the Capital Projects Funds. Project - length financial plans are adopted for the Debt Service and Capital Projects Funds. F. Budgets are adopted on a basis consistent with accounting principles generally accepted in the United States of America. Budgeted amounts are as originally adopted or amended by the city council. All annual appropriations lapse at year -end. on t* no CITY OF MONTICELLO 64 F s z � lw NONMAJOR GOVERNMENTAL FUNDS NONMAJOR GOVERNMENTAL FUNDS SPECIAL REVENUE FUNDS are used to account for revenue derived from specific taxes or other earmarked revenue sources (other than for major capital projects) that are restricted by law or administrative action to expenditures for specified purposes. Minnesota Investment Fund - Established to account for the administration of loans to local businesses while following state and federal guidelines. Cemetery Fund — Established to account for the activities of cemetery operations. The city maintains two cemeteries: Riverside and Hillside. CDBG Revitalization Fund — Established to account for funding and activities for the CDBG Revitalization Grant. CAPITAL PROJECTS FUNDS are used to account for resources used for the acquisition and construction of capital assets by the city, except for those financed by proprietary funds. Storm Sewer Access Fund — This fund was established to account for fees collected from building permits for new construction and lot development. The fees will finance major improvements to the city's storm sewer system. City Street Reconstruction Fund — This fund was established to account for annual improvements to the city's infrastructure based on a reconstruction schedule. Street Lighting Improvement Fund — This fund was established to account for activities incorporating street lighting into designated areas throughout the city. A portion of the city's electric franchise fee is the main revenue source for this fund. Park and Pathway Dedication Fund — This fund was established to account for restricted fees collected from developers for park land acquisition and for park and pathway improvements. The fund also accumulates resources from other sources used for the same purposes. Combining Balance Sheet Nonmajor Governmental Funds December 31, 2015 ASSETS Cash and investments Receivables Accounts receivable Due from other governmental units Notes receivable Prepaid items Total assets LIABILITIES Accounts and contracts payable DEFERRED INFLOWS OF RESOURCES Unavailable revenue - notes receivable FUND BALANCES Nonspendable Restricted for economic development Restricted for perpetual care Assigned for capital improvements Total fund balances Total liabilities, deferred inflows of resources, and fund balances CITY OF MONTICELLO Special Revenue Funds Capital Project Funds City Street Street Park & Minnesota CDBG - Storm Sewer Recon- Lighting Pathway Investment Cemetery Revitalization Access struction Improvement Dedication Total $ 1,120,404 $ 32,888 $ 358 $ 1,174,049 $ 1,775,943 $ 610,649 $ 1,151,830 $ 5,866,121 - - - - - 4,180 - 4,180 - 67,860 100,000 167,860 - 129,279 - - 129,279 - 1,259 - - - - - 1,259 $ 1,120,404 $ 34,147 $ 129,637 $ 1,174,049 $ 1,775,943 $ 682,689 $ 1,251,830 $ 6,168,699 $ $ 500 $ - $ - $ - $ 1,029 $ 15,171 $ 16,700 - 129,279 - - 129,279 1,259 - 1,259 1,120,404 - 358 1,120,762 - 32,388 - 32,388 - - - 1,174,049 1,775,943 681,660 1,236,659 4,868,311 1,120,404 33,647 358 1,174,049 1,775,943 681,660 1,236,659 6,022,720 $ 1,120,404 $ 34,147 $ 129,637 $ 1,174,049 $ 1,775,943 $ 682,689 $ 1,251,830 $ 6,168,699 65 CITY OF MONTICELLO Combining Statement of Revenues, Expenditures and Changes in Fund Balance Nonmajor Governmental Funds For the Year Ended December 31, 2015 Revenues: Franchise taxes Special assessments Intergovernmental Charges for services Investment earnings Total revenues Expenditures: Current Public works Recreation and culture Capital outlay Public works Recreation and culture Total expenditures Excess (deficiency) of revenues over expenditures Other financing sources Transfers in Net change in fund balance Fund balance at begining of year Fund balance at end of year Special Revenue Funds Capital Project Funds City Street Street Park & Minnesota CDBG - Storm Sewer Recon- Lighting Pathway Investment Cemetery Revitalization Access struction Improvement Dedication Total $ $ $ $ $ $ 80,119 $ - $ 80,119 - 112,408 112,408 207,929 207,929 26,394 285,251 - - 311,645 15,715 460 (30) 15,399 24,910 12,220 15,224 83,898 15,715 26,854 (30) 300,650 24,910 92,339 335,561 795,999 - - - 322 - - - 322 25,256 - - 55,707 80,963 - 333,559 - 333,559 - - - 636,528 636,528 - 25,256 322 - 333,559 692,235 1,051,372 15,715 1,598 (30) 300,328 24,910 (241,220) (356,674) (255,373) - - - - - 855,000 855,000 15,715 1,598 (30) 300,328 24,910 (241,220) 498,326 599,627 1,104,689 32,049 388 873,721 1,751,033 922,880 738,333 5,423,093 $ 1,120,404 $ 33,647 $ 358 $ 1,174,049 $ 1,775,943 $ 681,660 $ 1,236,659 $ 6,022,720 .. INTERNAL SERVICE FUNDS INTERNAL SERVICE FUNDS INTERNAL SERVICE FUNDS are used to account for the financing of centralized services to city departments on a cost - reimbursement basis (including depreciation). Benefit Accrual Fund — This fund was established to account for resources accumulated to satisfy paid- time -off (PTO) and sick leave liabilities of governmental employees. Central Equipment Fund — This fund was established to account for equipment purchase and rental to various governmental fund departments. Information Technology (IT) Services Fund — This fund was established to account for the accumulation and distribution of various IT related costs, including communications, software support, capital and non - capital equipment, and software purchases. Combining Statement of Net Position Internal Service Funds December 31, 2015 ASSETS Current assets Cash and investments Prepaid items Total current assets Noncurrent assets Capital assets Machinery and equipment Less accumulated depreciation Total noncurrent assets TOTAL ASSETS LIABILITIES Current liabilities Accounts payable Accrued interest payable Bonds payable due within one year Compensated absences due within one year Total current liabilities Noncurrent liabilities Bonds payable, net current portion Compensated absences payable Total noncurrent liabilities TOTAL LIABILITIES NET POSITION Net investment in capital assets Unrestricted TOTAL NET POSITION Benefit Accrual $ 226,158 226,158 Central Equipment 822,619 (94,736) 20,805 897 115,000 CITY OF MONTICELLO 17,013 (8,437) 12,723 Total 839,632 (103,173) 33,528 897 115,000 - 725,000 - 725,000 139,293 - 139,293 139,293 725,000 - 864,293 226,158 861,702 12,723 1,100,583 - (112,117) 8,576 (103,541) 827,026 122,751 949,777 $ $ 714,909 $ 131,327 $ 846,236 67 CITY OF MONTICELLO Combining Statement of Revenues, Expenses and Changes in Net Position Internal Service Funds For the Year Ended December 31, 2015 M Benefit Central IT Accrual Equipment Services Total Operating revenues Charges to other funds $ - $ 142,800 $ 278,101 $ 420,901 Operating expenses Personal services 226,158 - - 226,158 Materials and supplies - 18,582 18,582 Other services and charges - 196,834 196,834 Depreciation - 60,166 3,403 63,569 Total operating expenses 226,158 60,166 218,819 505,143 Operating income (loss) (226,158) 82,634 59,282 (84,242) Nonoperating revenues (expenses) Investment earnings 15,357 1,252 16,609 Interest expense (16,193) - (16,193) Total nonoperating revenues (expenses) (836) 1,252 416 Income (loss) before transfers (226,158) 81,798 60,534 (83,826) Transfers in 226,158 - - 226,158 Change in net position - 81,798 60,534 142,332 Net position at beginning of year 633,111 70,793 703,904 Net position at end of year $ $ 714,909 $ 131,327 $ 846,236 M Combining Statement of Cash Flows Internal Service Funds For the Year Ended December 31, 2015 Cash flow from operating activities Cash received from internal customers Cash paid to suppliers for goods and services Net cash provided by operating activities Cash flows from noncapital financing activities Transfers from other funds Net cash provided (used) by noncapital financing activities Cash flows from capital and related financing activities Acquisition of capital assets Principal payments on long -term debt Interest and fiscal charges paid on long -term debt Net cash (used) by capital and related financing activities Cash flows from investing activities Interest on investments Net cash provided by investing activities Increase (decrease) in cash and cash equivalents Cash and cash equivalents - January 1 Cash and cash equivalents - December 31 Reconciliation of operating income (loss) to net cash provided by operating activities: Operating income (loss) Adjustments to Reconcile Operating Income (Loss) to Net Cash Provided by Operating Activities: Depreciation Changes in assets and liabilities: Increase in prepaid items Increase in accounts and contracts payable Increase in due to other government units Increase (decrease) in compensated absences Net cash provided by operating activities Noncash investing, capital, and financing activities Increase (decrease) in fair value of investments Benefit Accrual 226,158 226,158 226,158 $ 226,158 $ (226,158) 226,158 Central Equipment $ 142,800 (218,658) (60,000) (16,678) (295,336) 15,357 15,357 (137,179) 985,907 $ 848,728 $ 82,634 60,166 $ 142,800 $ (17,961) CITY OF MONTICELLO IT Services $ 278,101 (253,458) 24,643 1,252 1,252 25,895 82,705 $ 108,600 $ 59,282 3,403 (26,780) (11,189) (73) $ 24,643 $ 243 Total $ 420,901 (253,458) 167,443 226,158 226,158 (218,658) (60,000) (16,678) (295,336) 16,609 16,609 114,874 1,068,612 $ 1,183,486 $ (84,242) 63,569 (26,780) (11,189) (73) 226,158 $ 167,443 $ (17,718) 69 CITY � ©F MonticeHo (This page left blank intentionally) 70 OTHER SUPPLEMENTARY SCHEDULES CITY OF MONTICELLO Schedule of Revenues (Sources) and Expenditures (Uses) General Fund For the Year Ended December 31, 2015 Taxes 2015 Variance with 2012 2013 2014 Final 2015 Final 5,882,000 Actual Actual Actual Budget Actual Budget Revenue and other sources - summary: 46,786 46,786 Mobile home tax 12,790 13,362 17,575 Property taxes $ 5,711,491 $ 5,605,101 $ 5,527,958 $ 5,901,500 $ 5,906,255 $ 4,755 Franchise taxes 195,500 217,000 216,500 217,000 216,500 (500) Special assessments 10,349 22,351 22,808 300 1,330 1,030 Licenses and permits 275,198 331,136 378,810 321,180 461,049 139,869 Intergovernmental 301,895 372,632 320,691 299,177 354,679 55,502 Charges for services 312,807 281,138 319,477 267,761 349,601 81,840 Fines and forfeitures 63,106 41,124 1,900 42,100 42,474 374 Investment earnings 85,603 (52,134) 150,754 101,500 64,037 (37,463) Other 406,167 169,997 180,104 95,482 241,721 146,239 Sales of capital assets - - - - 30,473 30,473 Interfund transfers 1,729 - - - - - Total Revenues & Other Sources 7,363,845 6,988,345 7,119,002 7,246,000 7,668,119 422,119 Revenue and other sources - detail: Taxes Propertytax - current 5,420,093 5,505,158 5,483,145 5,882,000 5,840,880 (41,120) Property tax - delinquent 249,876 75,279 24,140 - 46,786 46,786 Mobile home tax 12,790 13,362 17,575 14,500 15,077 577 Penalties and interest - taxes 28,732 11,302 3,098 5,000 3,512 (1,488) Franchise taxes Franchise tax - electric 195,000 216,500 216,500 216,500 216,500 - Franchise tax - other 500 500 - 500 - (500) Special assessments Assessment for services /projects 10,349 22,351 22,808 300 1,330 1,030 Licenses & Permits Liquor license 50,290 50,320 44,612 50,280 45,640 (4,640) Beerlicense 913 912 964 900 1,013 113 Other business licenses & permits 4,673 3,476 3,707 3,500 2,545 (955) Building permits 207,574 260,981 315,466 260,000 395,024 135,024 Fire sprinkler permits - - - - 215 215 Variance /conditional use permits 2,800 2,550 2,600 1,100 2,100 1,000 Driveway permits 75 50 25 150 75 (75) Grading permits - - - 200 - (200) Mobile home permits 380 475 95 200 325 125 Excavation permits 1,250 3,050 3,850 - 6,125 6,125 Right -of -way permits 3,551 3,092 3,158 - 2,677 2,677 Sign /banner permits 3,320 5,790 4,025 4,500 4,135 (365) Animal licenses 372 440 308 350 1,175 825 (continued) 71 CITY OF MONTICELLO Schedule of Revenues (Sources) and Expenditures (Uses) General Fund For the Year Ended December 31, 2015 (Continued) (continued) 72 2015 Variance with 2012 2013 2014 Final 2015 Final Actual Actual Actual Budget Actual Budget Intergovernmental Revenue Pera increase aid $ 6,741 $ 6,741 $ 6,741 $ 6,740 $ 6,741 $ 1 State highway aid - operating 109,379 107,173 111,280 101,737 125,258 23,521 Fire department aid - operating 74,221 109,594 108,186 80,000 120,027 40,027 Police department aid - operating 59,062 65,767 63,205 60,700 66,814 6,114 County operating grant - street/highway 41,370 38,579 - 19,000 19,642 642 County operating grant - civil defense 11,122 11,678 13,157 12,000 2,221 (9,779) County operating grant - recycling - 33,100 18,122 19,000 13,976 (5,024) Charges for Services Zoning /subdivision fees 2,500 850 1,200 500 1,050 550 Sale of maps and publications 38 15 - 25 - (25) Assessment searches 2,850 7,125 8,174 1,850 11,100 9,250 Blight notice fee 350 2,200 (1,650) - 350 350 Final plat fee 100 50 250 - 150 150 Planning administration fee 30,007 450 550 600 900 300 NSF fee - - 90 - 30 30 Inspection /construction fees 451 861 983 826 826 Inspection fees - buildings - - - - - - Contractor licensing fee 550 1,300 1,825 100 1,075 975 Fire protections fees - townships 133,773 124,227 124,227 124,226 126,439 2,213 Fire emergency response fee 7,000 4,250 4,883 3,500 11,250 7,750 Fire - other fees 6,024 3,091 2,050 600 2,165 1,565 Blight mowing fees 682 1,865 (559) 1,000 625 (375) Rental housing fees 36,415 43,355 55,030 45,000 45,210 210 Animal control fees 28,755 29,539 34,462 30,000 36,869 6,869 Miscellaneous pubic works 186 - 8,981 - - - Tree and brush removal charge - 2,200 1,000 6,755 5,755 Recycling bin fee 485 - - 300 260 (40) Garbage fee - taxable 44,069 44,199 44,992 43,800 90,310 46,510 Garbage miscellaneous fee 660 786 17,488 - - - Garbage surcharge - not taxable 7,863 7,887 2,340 7,760 240 (7,520) Field /Tourney fees 3,250 3,906 4,019 2,500 4,544 2,044 Park rental fees 4,524 4,982 5,099 5,000 6,305 1,305 Memorial program revenue - - - - 1,404 1,404 Developer cost reimbursement 138 200 2,843 1,744 1,744 General charges for services 2,137 - - - - - Fines & Forfeitures Court fines 48,768 39,399 - 42,000 41,761 (239) Animal impound fines 145 225 400 100 713 613 Liquor license violation 1,500 1,500 1,500 - - - Administration offense fines 12,693 - - (continued) 72 CITY OF MONTICELLO Schedule of Revenues (Sources) and Expenditures (Uses) General Fund For the Year Ended December 31, 2015 (Continued) $ 1,412,578 $ 1,389,599 $ 1,438,346 $ 1,486,453 $ 1,457,376 $ (29,077) Public safety 2015 1,844,833 Variance with 1,897,908 2012 2013 2014 Final 2015 Final 2,024,012 Actual Actual Actual Budget Actual Budget Investment Earnings 563,477 (24,814) Transit - - 10,000 Investment earnings $ 73,623 $ (62,833) $ 145,211 $ 100,000 $ 64,037 $ (35,963) Interest - loans 11,980 10,699 5,543 1,500 - (1,500) Miscellaneous Revenue 8,082 753 Transfers out and other uses 2,393,502 92,000 293,000 City property rental 1,600 1,600 1,600 1,600 1,600 6,702,507 Billboard land rental 32,023 19,888 20,146 12,400 2,150 (10,250) Lease - Prairie Center 37,933 38,476 37,511 36,600 22,500 (14,100) Lease - communication tower - - 8,000 24,000 22,180 (1,820) Contributions 6,277 23,250 4,000 2,500 5,958 3,458 Sale of city property 3,021 374 1,994 500 1,831 1,331 Sale of lock boxes 684 1,015 855 700 1,368 668 Tree Sales - - 5,600 - 6,026 6,026 Copies 381 - 21 70 49 (21) Refunds & reimbursables 76,892 44,100 55,030 - 75,416 75,416 Assessment fee reimbursement 29,850 24,525 24,675 23,026 23,026 Fire contributions - - 11,400 13,268 13,268 Insurance claims /dividends 195,830 9,433 - - 29,926 29,926 Other miscellaneous 21,676 7,336 9,272 17,112 36,423 19,311 Other Financing Sources Sales of capital assets - - - - 30,473 30,473 Transfers from other funds 1,729 - - - Total revenues and other sources 7,363,845 6,988,345 7,119,002 7,246,000 7,668,119 422,119 Expenditures and other uses - summary General government $ 1,412,578 $ 1,389,599 $ 1,438,346 $ 1,486,453 $ 1,457,376 $ (29,077) Public safety 1,784,357 1,844,833 1,845,073 1,897,908 1,972,986 75,078 Public works 1,702,395 1,700,161 1,792,870 2,024,012 1,709,063 (314,949) Sanitation 500,037 505,996 517,956 588,291 563,477 (24,814) Transit - - 10,000 40,000 40,000 Recreation and culture 814,260 853,777 792,678 1,037,937 964,385 (73,552) General unallocated 279,302 165,923 12,584 7,329 8,082 753 Transfers out and other uses 2,393,502 92,000 293,000 164,070 297,012 132,942 Total expenditures and other uses 8,886,431 6,552,289 6,702,507 7,246,000 7,012,381 (233,619) Expenditures and other uses - divisions General government Mayor and council $ 51,988 $ 53,696 $ 52,181 $ 53,925 $ 52,572 $ (1,353) City administration 228,738 260,322 273,993 305,153 312,491 7,338 Elections 38,933 2,425 41,835 3,093 2,979 (114) Finance 337,348 326,510 385,662 405,558 377,867 (27,691) Audit 39,227 47,823 53,541 43,000 37,798 (5,202) City assessing 49,600 49,664 49,832 52,115 50,466 (1,649) Legal 40,275 46,905 29,303 37,000 36,946 (54) (continued) 73 CITY OF MONTICELLO Schedule of Revenues (Sources) and Expenditures (Uses) General Fund For the Year Ended December 31, 2015 (Continued) 2015 Variance with 2012 2013 2014 Final 2015 Final Actual Actual Actual Budget Actual Budget General government (continued) Human resources $ 84,041 $ 93,067 $ 90,565 $ 116,631 $ 117,249 $ 618 Planning and zoning 163,629 182,753 220,080 203,320 244,976 41,656 Information technology services 130,102 95,572 33,759 46,829 19,872 (26,957) City hall 233,602 215,507 193,186 200,749 190,833 (9,916) Prairie center building 15,095 15,355 14,409 19,080 13,327 (5,753) Public safety Law Enforcement 1,187,382 1,190,441 1,098,403 1,175,815 1,174,439 (1,376) Fire and rescue 207,778 222,141 306,780 266,011 309,970 43,959 Fire relief 74,221 109,594 108,186 80,000 120,027 40,027 Building inspections 248,376 251,007 266,544 304,452 304,858 406 Civil defense 2,719 9,707 1,660 3,856 1,500 (2,356) Animal control 49,594 47,426 49,439 50,724 48,754 (1,970) National Guard 14,287 14,517 14,061 17,050 13,438 (3,612) Public works Public works administration 176,457 113,882 122,151 123,580 124,504 924 Engineering 200,287 224,028 195,841 169,508 110,555 (58,953) Public works inspecitons 64,827 54,878 36,867 96,952 32,084 (64,868) Streets and alleys 655,170 689,046 735,629 876,407 737,836 (138,571) Ice and snow 133,193 210,552 308,387 250,684 263,020 12,336 Shop and garage 219,646 186,741 177,644 194,810 185,837 (8,973) Stormwater 51,468 12,064 16,842 73,168 26,712 (46,456) Parking lots 4,568 2,965 3,814 9,403 2,030 (7,373) Street lighting 196,779 206,005 195,695 229,500 226,485 (3,015) Sanitation Refuse and recycling collection 500,037 505,996 517,956 588,291 563,477 (24,814) Transit Bus service - - 10,000 40,000 40,000 Recreation and culture Community celebrations 5,165 1,186 688 3,300 2,199 (1,101) Senior center 88,441 90,219 97,547 99,922 97,115 (2,807) Ice arena 75,000 75,000 - - - Park operations 533,537 572,985 570,639 803,325 706,934 (96,391) Park ballfields 29,419 25,517 18,149 32,800 16,971 (15,829) Shade tree 52,983 53,475 68,891 58,628 104,990 46,362 Library 29,715 35,395 36,764 39,962 36,176 (3,786) General unallocated Insurances and other 279,302 165,923 12,584 7,329 8,082 753 Transfers out and other uses Transfers out 2,393,502 92,000 293,000 164,070 297,012 132,942 Total expenditures & other uses 8,886,431 6,552,289 6,702,507 7,246,000 7,012,381 (233,619) Revenue over /(under) expenditures $ (1,522,586) $ 436,056 $ 416,495 $ - $ 655,738 655,738 74 CITY � ©F MonticeHo (This page left blank intentionally) 75 CITY OF MONTICELLO Schedule of Assets, Liabilities, and Fund Balances Economic Development Authority December 31, 2015 (d) = decertified (Continued) 76 EDA TIF TIF TIF TIF TIF TIF TIF General GMEF Future 6 (d) 19 20 22 24 29 ASSETS Cash and investments $ 1,028,625 $ 1,133,354 $ $ 693,728 $ 150,351 $ 127,785 $ 489,704 $ 54,664 $ 94,892 Receivables Unremitted taxes - - - - - 710 - - Due from other governmental units 11,875 - Intrafund receivable 1,016,279 Prepaid items 869 - Land held for resale 2,473,957 209,000 TOTAL ASSETS $ 4,531,605 $ 1,133,354 $ $ 693,728 $ 150,351 $ 127,785 $ 699,414 $ 54,664 $ 94,892 LIABILITIES Accounts and contracts payable $ 8,784 $ - $ $ - $ - $ - $ - $ - $ - Intrafund payable - 44,497 386,574 Unearned revenue - - 209,000 Total liabilities 8,784 44,497 595,574 FUND BALANCES Nonspendable 2,474,826 - - - - - - - - Restricted - 1,133,354 693,728 150,351 127,785 103,840 54,664 94,892 Assigned 2,047,995 - (44,497) - Total fund balance 4,522,821 1,133,354 (44,497) 693,728 150,351 127,785 103,840 54,664 94,892 TOTAL LIABILITIES, AND FUND BALANCES $ 4,531,605 $ 1,133,354 $ - $ 693,728 $ 150,351 $ 127,785 $ 699,414 $ 54,664 $ 94,892 (d) = decertified (Continued) 76 Schedule of Assets, Liabilities, and Fund Balances Economic Development Authority December 31, 2015 (Continued) ASSETS Cash and investments Receivables Unremitted taxes Due from other governmental units Intrafund receivable Prepaid items Land held for resale TOTAL ASSETS LIABILITIES Accounts and contracts payable Intrafund payable Unearned revenue Total liabilities FUND BALANCES Nonspendable Restricted Assigned Total fund balance TOTAL LIABILITIES, AND FUND BALANCES (d) = decertified CITY OF MONTICELLO TIF TIF TIF TIF TIF TIF GAAP Total 30 34 35 36 (d) 38 39 Reconciliation EDA $ 97,956 $ 12 $ 4,111 $ $ $ 56 $ $ 3,875,238 - - - - 710 11,875 (1,016,279) - 869 2,682,957 $ 97,956 $ 12 $ 4,111 $ $ $ 56 $ (1,016,279) $ 6,571,649 $ - $ - $ - $ $ $ - $ - $ 8,784 139,705 19,715 121,822 303,966 (1,016,279) - - - - - (209,000) - 139,705 19,715 121,822 303,966 (1,225,279) 8,784 - - - - - 2,474,826 (41,749) (19,703) 4,111 (121,822) (303,910) 209,000 2,084,541 - - - 2,003,498 (41,749) (19,703) 4,111 (121,822) (303,910) 209,000 6,562,865 $ 97,956 $ 12 $ 4,111 $ $ - $ 56 $ (1,016,279) $ 6,571,649 77 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Other Financing Sources (Uses) Economic Development Authority For the Year Ended December 31, 2015 EDA TIF TIF TIF TIF TIF TIF TIF General GMEF Future 6 (d) 19 20 22 24 29 Revenues Tax increments $ - $ $ $ $ 21,222 $ 17,173 $ 289,299 $ 39,494 $ 20,480 Intergovernmental 11,875 - - - - - Charges for services 1,250 - - - - - Investment earnings 18,489 14,625 9,684 1,543 1,533 2,873 664 1,227 Interest on intrafund loans 28,921 - - - - - - - Other revenues 622 Total revenues 61,157 14,625 9,684 22,765 18,706 292,172 40,158 21,707 Expenditures: Current Salary and wages 7,536 - - - - - - - Benefits 3,009 Supplies 66 - Professional services - legal 9,130 463 Professional services - market matching 45,818 - Professional services - enviromental - 44,497 Professional services - other 7,701 - LPV Insurance 1,937 - - - - - Legal and general publications 5,360 26 26 26 26 26 Property taxes 1,356 - - - - - Marketing 5,650 Dues and membership 4,696 - Utilities - 327 IT services 1,416 - Land acquisition costs - 36,764 Land adjustment to market 732,900 12,900 Other expenses 50,507 - Excess increments - 195,267 Interest on intrafund loans - - - PAYG payments to third parties 6,182 50,685 35,545 16,861 Total expenditures 877,082 - 44,497 - 26 6,208 295,969 35,571 17,350 Excess (deficiency) of revenues over expenditures (815,925) 14,625 (44,497) 9,684 22,739 12,498 (3,797) 4,587 4,357 Other financing sources (uses) Transfers in 94,900 Net change in fund balances (721,025) 14,625 (44,497) 9,684 22,739 12,498 (3,797) 4,587 4,357 Fund balance at beginning of year 5,243,846 1,118,729 - 684,044 127,612 115,287 107,637 50,077 90,535 Fund balance at end of year $ 4,522,821 $1,133,354 $ (44,497) $ 693,728 $ 150,351 $ 127,785 $ 103,840 $ 54,664 $ 94,892 (Continued) 78 CITY OF MONTICELLO Schedule of Revenues, Expenditures and Other Financing Sources (Uses) Economic Development Authority For the Year Ended December 31, 2015 (Continued) TIF TIF TIF TIF TIF TIF GAAP Total 30 34 35 36 (d) 38 39 Reconciliation EDA Revenues Tax increments $ 8,801 $ 214,364 $ $ 58,241 $ 11,757 $ 46,786 $ $ 727,617 Intergovernmental - - - - - 11,875 Charges for services - - - 1,250 Investment earnings 1,318 12 65 1 52,034 Interest on intrafund loans - - - - - (28,921) - Other revenues - - - 40,292 (40,292) 622 Total revenues 10,119 214,376 65 98,533 11,757 46,787 (69,213) 793,398 Expenditures: Current Salary and wages - - - - - - 7,536 Benefits 3,009 Supplies - 66 Professional services - legal 592 10,185 Professional services - market matching - 45,818 Professional services - enviromental 44,497 Professional services - other 7,701 LPV Insurance - - - - 1,937 Legal and general publications 26 26 26 26 5,594 Property taxes - - - - 1,356 Marketing 5,650 Dues and membership 4,696 Utilities 327 IT services 1,416 Land acquisition costs 36,764 Land adjustment to market 745,800 Other expenses (40,292) 10,215 Excess increments - - - - 195,267 Interest on intrafund loans 3,601 6,694 5,136 13,490 (28,921) - PAYG payments to third parties - - - - - 109,273 Total expenditures 3,627 26 618 6,694 5,162 13,490 (69,213) 1,237,107 Excess (deficiency) of revenues over expenditures 6,492 214,350 (553) 91,839 6,595 33,297 (443,709) Other financing sources (uses) Transfers in - - - - - 94,900 Net change in fund balances 6,492 214,350 (553) 91,839 6,595 33,297 - (348,809) Fund balance at beginning of year (48,241) (234,053) 4,664 (91,839) (128,417) (337,207) 209,000 6,911,674 Fund balance at end of year $ (41,749) $ (19,703) $ 4,111 $ $ (121,822) $ (303,910) $ 209,000 $ 6,562,865 79 CITY OF MONTICELLO Schedule of Assets, Liabilities, Deferred Inflows of Resources, and Fund Balances Debt Service Activities December 31, 2015 Revenue General Obligation Bonds Bonds 2007A 2008B 2010A 2011A 2014A 2015B 2008 Improvement Sewer Improvement Refunding Bonds Bonds Public Project Total ASSETS Cash and cash equivalents $ 470,432 $ 1,429,228 $ 646,404 $ 2,620,654 $ 7,575 $ 665 $ $ 5,174,958 Receivables Unremitted special assessments 408 - 73 - - - 481 Deliquent special assessments 2,409 8,082 149,230 - 159,721 Deferred special assessments 395,867 216,508 2,386,963 370,349 3,369,687 Accounts - - 207,900 - 207,900 Notes - - - 200,000 - - 200,000 Total assets $ 869,116 $ 1,429,228 $ 871,067 $ 5,564,747 $ 7,575 $ 371,014 $ $ 9,112,747 LIABILITIES Accounts and contracts payable $ 225 $ 225 $ 225 $ 225 $ 225 $ - $ $ 1,125 DEFERRED INFLOWS OF RESOURCES Unavailable revenue - special assessments 398,276 - 224,590 2,536,193 - 370,349 3,529,408 Unavailable revenue - notes receivable 200,000 - 200,000 Total deferred inflows of resources 398,276 - 224,590 2,736,193 - 370,349 3,729,408 FUND BALANCES Restricted for debt service 470,615 1,429,003 646,252 2,828,329 7,350 665 5,382,214 Total liabilities, deferred inflows of resources, and fund balances $ 869,116 $ 1,429,228 $ 871,067 $ 5,564,747 $ 7,575 $ 371,014 $ $ 9,112,747 Schedule of Revenues, Expenditures and Other Financing Sources (Uses) Debt Service Activities For the Year Ended December 31, 2015 Revenues Property taxes Special assessments Investment earnings Other revenue Total revenues Expenditures Debt service Principal Interest and fiscal charges Total expenditures Excess (deficiency) of revenues over expenditures Other financing sources (uses) Transfers in Transfers out Total other financing sources (uses) Net change in fund balance Fund balance at begining of year Fund balance at end of year 2007A 2008B Improvement Sewer $ 420,000 $ 500,000 120,816 - 1,883 7,708 General Obligation Bonds 2010A 2011A Improvement Refunding $ 40,000 $ 330,000 70,257 2,042,330 5,775 20,213 - 200,000 CITY OF MONTICELLO Revenue 2014A 2015B 2008 Bonds Bonds Public Project Total $ $ $ $ 1,290,000 2,233,403 2,077 665 38,321 - - 200,000 542,699 507,708 116,032 2,592,543 2,077 665 - 3,761,724 544,000 924,000 265,000 2,310,000 - - 985,000 5,028,000 77,065 124,767 38,074 151,375 163,712 15,760 570,753 621,065 1,048,767 303,074 2,461,375 163,712 - 1,000,760 5,598,753 (78,366) (541,059) (187,042) 131,168 (161,635) 665 (1,000,760) (1,837,029) 1,089,754 246,783 964,508 - 1,005,000 3,306,045 - - - (5,872) (5,872) 1,089,754 246,783 964,508 - 999,128 3,300,173 (78,366) 548,695 59,741 1,095,676 (161,635) 665 (1,632) 1,463,144 548,981 880,308 586,511 1,732,653 168,985 - 1,632 3,919,070 $ 470,615 $ 1,429,003 $ 646,252 $ 2,828,329 $ 7,350 $ 665 $ - $ 5,382,214 81 CITY � ©F MonticeHo (This page left blank intentionally) 82 STATISTICAL SECTION STATISTICAL SECTION The Statistical Section is included to provide detailed data on the physical, economic, social and political characteristics of the reporting government. It is intended to provide the user with a broader and more complete understanding of the government and its financial affairs than is possible from the basic financial statements and supplementary information included in the Financial Section. Paqe Financial trends Net Position by Component - Last Ten Fiscal Years 83 Changes in Net Position - Last Ten Fiscal years 84 Fund Balances of Governmental Funds - Last Ten Fiscal Years 86 Changes in Fund Balances of Governmental Funds - Last Ten Fiscal Years 87 Governmental Funds Tax Revenues by Source - Last Ten Fiscal Years (modified accrual basis) 88 General Governmental Tax Revenues by Source - Last Ten Fiscal Years (accrual basis) 89 Revenue capacity Tax Capacity Value and Estimated Market Value of Taxable Property - Last Ten Fiscal Years 90 Property Tax Rates - All Direct and Overlapping Governments - Last Ten Fiscal Years 91 Property Tax Levies and Collections - Last Ten Fiscal Years 92 Principal Property Taxpayers - Current Year and Nine Years Ago 93 Water Sold by Customer Type - Last Ten Fiscal Years 94 Water and Sewage Utility Rates - Last Ten Fiscal Years 95 Debt capacity Ratios of Outstanding Debt by Type - Last Ten Fiscal Years 96 Ratios of Net General Obligation Bonded Debt Outstanding - Last Ten Fiscal Years 97 Legal Debt Margin Information - Last Ten Fiscal Years 98 Computation of Direct and Overlapping Debt 99 Schedule of General Obligation Revenue Bond Coverage - Last Two Fiscal Years 100 Economic and demographic information Demographic & Economic Statistics - Last Ten Fiscal Years 101 Principal Employers - Current Year and Eight Years Ago 102 Operating information City Government Employees by Function /Program - Last Ten Fiscal Years 103 Operating Indicators by Function - Last Ten Fiscal Years 104 Capital Assets Statistics by Function - Last Ten Fiscal Years 106 CITY OF MONTICELLO Net Position by Component Last Ten Fiscal Years (accrual basis of accounting) $loo Primary Government Net Position $80 ■ Net investment in c $60 capital assets ■ Restricted net $40 position $20 _ ■ Unrestricted net position $ 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Note 1: In fiscal years 2013 and 2012, the city had a change in accounting principle, a change in fund structure, and prior period adjustments. Prior years were not adjusted to reflect these changes. Note 2: The city implemented GASB Statement No. 68 and GASB Statement No. 71 in fiscal year 2015. Years prior to 2015 have not been restated. 83 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Governmental activities Net investment in capital assets $ 7,009,622 $ 12,476,536 $ 27,584,763 $ 33,712,370 $ 31,901,676 $ 38,242,040 $ 40,525,009 $ 44,268,757 $ 48,253,810 $ 38,099,568 Restricted - 31,517,792 22,074,427 17,688,193 18,337,866 16,894,936 13,061,044 18,118,070 10,453,449 12,633,770 Unrestricted 56,949,749 24,543,501 28,445,230 28,183,161 26,876,421 24,758,269 25,119,107 13,487,299 14,792,521 18,144,067 Total governmental net position $ 63,959,371 $ 68,537,829 $ 78,104,420 $ 79,583,724 $ 77,115,963 $ 79,895,245 $ 78,705,160 $ 75,874,126 $ 73,499,780 $ 68,877,405 Business -type activities Net investment in capital assets $ 35,749,380 $ 33,971,151 $ 31,375,890 $ 29,910,696 $ 28,556,355 $ 25,031,043 $ 23,698,091 $ 20,496,832 $ 42,117,264 $ 40,722,087 Restricted - - 19,350 19,350 19,350 19,350 19,350 - - - Unrestricted 5,437,867 6,441,470 4,529,830 2,846,018 6,363,148 6,901,353 7,642,046 6,463,638 9,121,952 8,163,982 Total business -type net position $ 41,187,247 $ 40,412,621 $ 35,925,070 $ 32,776,064 $ 34,938,853 $ 31,951,746 $ 31,359,487 $ 26,960,470 $ 51,239,216 $ 48,886,069 Primary government Net investment in capital assets $ 42,759,002 $ 46,447,687 $ 58,960,653 $ 63,623,066 $ 60,458,031 $ 63,273,083 $ 64,223,100 $ 64,765,589 $ 90,371,074 $ 78,821,655 Restricted - 31,517,792 22,093,777 17,707,543 18,357,216 16,914,286 13,080,394 18,118,070 10,453,449 12,633,770 Unrestricted 62,387,616 30,984,971 32,975,060 31,029,179 33,239,569 31,659,622 32,761,153 19,950,937 23,914,473 26,308,049 Total primary government net position $105,146,618 $108,950,450 $114,029,490 $112,359,788 $112,054,816 $111,846,991 $110,064,647 $102,834,596 $124,738,996 $117,763,474 $loo Primary Government Net Position $80 ■ Net investment in c $60 capital assets ■ Restricted net $40 position $20 _ ■ Unrestricted net position $ 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Note 1: In fiscal years 2013 and 2012, the city had a change in accounting principle, a change in fund structure, and prior period adjustments. Prior years were not adjusted to reflect these changes. Note 2: The city implemented GASB Statement No. 68 and GASB Statement No. 71 in fiscal year 2015. Years prior to 2015 have not been restated. 83 CITY OF MONTICELLO Changes in Net Position Last Ten Fiscal Years (accrual basis of accounting) Expenses 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Governmental activities 913,638 973,375 975,846 1,018,098 936,718 1,167,572 1,118,789 1,009,600 1,084,882 1,102,610 General government $ 3,639,497 $ 1,844,320 $ 1,572,389 $ 1,780,972 $ 2,065,463 $ 2,111,710 $ 2,103,737 $ 1,623,727 $ 1,488,243 $ 1,447,725 Public safety 2,856, 573 1,693,116 1,792, 351 2,849,272 1,766, 712 1,788,595 1,819,378 1,884,981 1,880,193 1,960,009 Public works 5,318,865 4,559,460 4,634,167 3,827,501 3,579,291 4,838,544 5,045,729 5,163,461 5,223,345 5,312,612 Sanitation 474,045 509,208 514,208 547,160 534,903 495,693 500,037 487,268 517,956 563,477 Transit 6,293,844 3,703,436 5,272,311 6,555,298 7,885,645 9,869,606 9,489,876 9,700,221 10,000 40,000 Recreation and culture 2,766,014 2,703,227 2,729,950 2,855,682 2,636,088 1,753,197 2,719,730 2,875,260 2,882,127 3,524,979 Economic development 2,061,331 769,584 510,126 842,819 2,647,687 1,199,936 803,594 1,005,813 1,084,620 1,547,875 Interest and fiscal charges 2,378,871 2,193,840 2,136,872 1,673,431 1,464,012 1,248,716 1,298,869 235,265 649,854 735,753 Total governmental activities expenses 19,495,196 14,272,755 13,890,063 14,376,837 14,694,156 13,436,391 14,291,074 13,275,775 13,736,338 15,132,430 Business -type activities Water utility 913,638 973,375 975,846 1,018,098 936,718 1,167,572 1,118,789 1,009,600 1,084,882 1,102,610 Sewage utility 2,095,124 2,000,610 2,085,485 2,074,447 2,495,976 2,340,555 2,480,657 2,466,660 2,762,357 2,661,990 Liquor 3,285,082 644,857 620,743 669,940 637,574 658,999 662,002 689,559 692,976 798,631 Fiber optics - 84,594 1,590,237 2,792,813 3,815,377 5,702,480 5,228,428 5,240,871 2,919,170 2,536,461 Deputy registrar - - - - - - - 293,531 300,236 313,968 Total business -type activities expenses 6,293,844 3,703,436 5,272,311 6,555,298 7,885,645 9,869,606 9,489,876 9,700,221 7,759,621 7,413,660 Total primary government expenses $ 25,789,040 $ 17,976,191 $ 19,162,374 $ 20,932,135 $ 22,579,801 $ 23,305,997 $ 23,780,950 $ 22,975,996 $ 21,495,959 $ 22,546,090 Program Revenues Governmental activities Charges for services General government $ 974,186 $ 695,117 $ 523,228 $ 443,976 $ 491,304 $ 521,182 $ 619,992 $ 147,244 $ 180,145 $ 214,087 Public safety 1,030,842 93,138 99,812 155,036 96,293 202,237 179,540 163,366 164,616 320,158 Public works 1,186,670 1,994,067 1,544,140 744,241 1,556,098 508,077 383,066 544,404 371,671 626,483 Sanitation 129,057 - - 167,119 165,387 52,304 53,077 16,653 48,385 - Transit - - - - - - - - - - Recreation and culture 1,048,551 1,044,699 1,084,622 1,139,199 1,153,113 1,240,970 1,150,273 1,307,149 1,331,581 1,488,197 Economic development 115,616 6,768 15,875 155,769 - - - - - 14,653 Operating grants and contributions 281,531 160,147 159,192 269,492 424,845 253,127 252,784 293,710 295,828 355,041 Capital grants and contributions 12,153,185 3,616,870 948,340 2,067,509 4,124,271 2,083,511 1,841,915 1,079,738 1,774,628 2,667,710 Total governmental activities program revenues 16,919,638 7,610,806 4,375,209 5,142,341 8,011,311 4,861,408 4,480,647 3,552,264 4,166,854 5,686,329 Business -type activities Charges for services Water utility 742,146 867,873 973,776 1,019,390 828,635 1,078,133 1,304,923 1,214,570 1,117,226 1,126,718 Sewage utility 1,043,208 1,196,983 1,307,064 1,371,776 1,470,537 1,712,058 1,850,919 1,981,491 2,081,660 2,083,122 Liquor 3,619,236 1,002,933 1,059,479 1,043,256 1,174,767 1,151,171 1,214,745 1,318,276 1,289, 369 1,524,338 Fiber optics - - - - 456,820 1,610,258 1,747,587 1,606,720 1,761,978 1,642,403 Deputy registrar - - - 456,285 497,798 535,931 Operating grants and contributions - - - - - - Capital grants and contributions 2,188,675 482,412 106,787 - 488,628 1,454,980 Total business -type activities program revenues 7,593,265 3,550,201 3,447,106 3,434,422 3,930,759 5,551,620 6,118,174 6,577,342 7,236,659 8,367,492 Total primary government program revenues $ 24,512,903 $ 11,161,007 $ 7,822,315 $ 8,576,763 $ 11,942,070 $ 10,413,028 $ 10,598,821 $ 10,129,606 $ 11,403,513 $ 14,053,821 (continued) 84 Note 1: The city made a fund structure change in fiscal year 2013. Prior year data has not been updated to reflect this change. Note 2: The city implemented GASB Statement No. 54 in fiscal year 2011. Prior year data has not been restated as a result of this change. 85 CITY OF MONTICELLO Changes in Net Position Last Ten Fiscal Years (accrual basis of accounting) 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Net(expense) /revenue Governmental activities $ (2,575,558) $ (6,661,949) $ (9,514,854) $ (9,234,496) $ (6,682,845) $ (8,574,983) $ (9,810,427) $ (9,723,511) $ (9,569,484) $ (9,446,101) Business -type activities 1,299,421 (153,235) (1,825,205) (3,120,876) (3,954,886) (4,317,986) (3,371,702) (3,122,879) (522,962) 953,832 Total primary government net expense $ (1,276,137) $ (6,815,184) $ (11,340,059) $ (12,355,372) $ (10,637,731) $ (12,892,969) $ (13,182,129) $ (12,846,390) $ (10,092,446) $ (8,492,269) General Revenues and Other Changes in Net Position Governmental activities Taxes Property taxes $ 6,461,748 $ 6,418,124 $ 7,278,152 $ 7,628,547 $ 7,105,319 $ 7,406,358 $ 7,722,214 $ 7,961,229 $ 8,393,374 $ 8,683,585 Tax increment 791,812 824,714 1,172,447 1,193,021 1,155,386 1,044,791 1,024,134 965,935 826,363 727,617 Franchise taxes - - - 48,517 371,258 341,362 339,518 320,640 357,409 333,484 Unrestricted grants and contributions 130,000 288,940 158,340 406,735 37,665 19,359 38,618 65,228 27,502 - Investment earnings 2,093,877 2,170,025 1,461,658 770,178 859,583 1,467,780 767,722 (189,128) 784,347 278,465 Other - - - 41,173 - - 11,575 3,885 217,643 30,473 Gain on sale of capital assets 4,619,629 528,193 233,326 366,961 442,091 354,501 540,272 489,782 - - Transfers 250,000 997,929 371,245 251,133 (5,774,257) 713,655 (2,420,489) 278,500 (3,411,500) 2,301,045 Total governmental activities 14,347,066 11,227,925 10,675,168 10,706,265 4,197,045 11,347,806 8,023,564 9,896,071 7,195,138 12,354,669 Business -type activities Investment earnings 334,623 326,356 547,703 188,178 236,131 495,484 264,589 (117,175) 399,757 108,191 Miscellaneous 27,100 62,664 136,356 42,360 125,326 1,555,509 100,687 65,468 - 88,157 Gain on extinguishment of debt - - - - - - - - 20,990,451 - Contribution of land to County - - - (5,511,547) Transfers (250,000) (997,929) (371,245) (251,133) 5,774,257 (713,655) 2,420,489 (278,500) 3,411,500 (2,301,045) Total business -type activities 111,723 (608,909) 312,814 (20,595) 6,135,714 1,337,338 2,785,765 330,207) 24,801,708 (7,616,244) Total primary government $ 14,458,789 $ 10,619,016 10,987,982 $ 10,685,670 10,332,759 12,685,144 $ 10,809,329 9,565,864 $ 31,996,846 $ 4,738,425 Changes in Net Position Governmental activities $ 11,771,508 $ 4,565,976 $ 1,160,314 $ 1,471,769 $ (2,485,800) $ 2,772,823 $ (1,786,863) $ 172,560 $ (2,374,346) $ 2,908,568 Business -type activities 1,411,144 (762,144) (1,512,391) (3,141,471) 2,180,828 (2,980,648) (585,937) (3,453,086) 24,278,746 (6,662,412) Total primary government $ 13,182,652 $ 3,803,832 $ (352,077) $ (1,669,702) $ (304,972) $ (207,825) $ (2,372,800) $ (3,280,526) $ 21,904,400 $ (3,753,844) Note 1: The city made a fund structure change in fiscal year 2013. Prior year data has not been updated to reflect this change. Note 2: The city implemented GASB Statement No. 54 in fiscal year 2011. Prior year data has not been restated as a result of this change. 85 CITY OF MONTICELLO Fund Balances of Governmental Funds Last Ten Fiscal Years (modified accrual basis of accounting) $ 17,912,418 $ 27,072,957 $ 16,663,801 $ 10,280,326 $ 7,884,431 $ $ $ $ $ 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 General Fund 14,191,473 18,451,828 18,324,689 Capital projects funds (1,805,372) (630,214) (1,839,478) Reserved $ 405,819 $ 430,294 $ 359,303 $ 392,541 $ 336,286 $ $ $ $ $ Unreserved 5,014,094 5,131,193 5,819,249 4,705,092 4,644,748 22,140,662 21,480,938 10,928,985 10,453,449 - Nonspendable - - - - - 386,616 342,380 258,100 126,327 113,302 Restricted 9,138,626 8,655,488 6,485,727 7,321,744 - - - - - Committed Special revenue funds 3,374,200 (141,890) - - Assigned - Capital projects funds - - - - - Unassigned 649,821 3,136,127 3,656,463 4,204,731 4,873,494 Total general fund $ 5,419,913 $ 5,561,487 $ 6,178,552 $ 5,097,633 $ 4,981,034 $ 4,410,637 $ 3,478,507 $ 3,914,563 $ 4,331,058 $ 4,986,796 All other governmental funds Reserved $ 17,912,418 $ 27,072,957 $ 16,663,801 $ 10,280,326 $ 7,884,431 $ $ $ $ $ Unreserved Special revenue funds 14,946,443 7,554,334 14,191,473 18,451,828 18,324,689 Capital projects funds (1,805,372) (630,214) (1,839,478) (2,124,391) (1,532,220) - Nonspendable 1,299,057 197,123 1,822,926 1,815,087 4,259,743 Restricted 22,140,662 21,480,938 10,928,985 10,453,449 8,619,905 Committed 2,662,124 - - - - Assigned 9,138,626 8,655,488 6,485,727 7,321,744 11,109,806 Unassigned Special revenue funds (141,890) - - - - Capital projects funds (1,435,666) Total all other governmental funds $ 31,053,489 $ 33,997,077 $ 29,015,796 $ 26,607,763 $ 24,676,900 $ 33,662,913 $ 30,333,549 $ 19,237,638 $ 19,590,280 $ 23,989,454 Note 1: The City made a fund structure change for the period ending December 31, 2013. Prior year data has not been restated as a result of this change. Note 2: The city implemented GASB 54 for the financial reporting period ending December 31, 2011. Prior years have not been restated as a result of this change. M Changes in Fund Balances of Governmental Funds Last Ten Fiscal Years (modified accrual basis of accounting) Revenues Property taxes Tax increments Franchise taxes Special assessments Licenses and permits Intergovernmental Charges for services Fines and forfeitures Investment earnings Other revenues Total revenues Expenditures General government Public safety Public works Sanitation Transit Culture and recreation Economic development Capital outlay Debt service Principal Interest and fiscal charges Bond issuance costs Total expenditures Excess of revenues over (under) expenditures Other financing sources (uses) Transfers in Transfers out Debt issued Premium (discount) on debt issued Refunded bonds redeemed Refunding deferred amortized (loss) Sale of land held for resale Sale of capital assets Total other financing sources (uses) Net change in fund balances CITY OF MONTICELLO 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 $ 6,461,748 $ 6,190,599 $ 7,233,582 $ 7,502,844 $ 7,319,154 $ 7,294,635 $ 8,234,086 $ 7,985,695 $ 8,407,627 $ 8,638,401 791,812 824,714 1,172,447 1,193,021 1,155,386 1,044,791 1,024,134 965,935 826,363 727,617 - - - 48,517 371,258 341,362 339,518 320,640 357,409 333,484 2,006,519 3,112,374 2,566,932 2,462,673 1,465,264 1,856,134 1,902,871 2,065,944 1,912,932 3,318,901 758,718 627,751 917,539 266,797 217,184 249,999 275,699 331,711 378,810 461,049 937,076 1,764,633 550,283 1,688,895 1,620,771 1,434,420 540,475 1,264,781 732,366 1,520,239 2,796,871 2,888,981 2,290,091 2,518,548 2,890,006 2,239,584 2,076,834 1,846,919 1,722,974 2,063,520 1,750 5,027 2,216 1,220 205 85 14,338 1,725 1,900 42,474 2,093,877 2,170,025 1,461,658 770,178 859,583 1,467,780 767,722 (183,242) 738,956 261,856 4,564,660 372,502 197,988 435,186 643,873 603,019 753,832 700,776 413,113 475,170 20,413,031 17,956,606 16,392,736 16,887,879 16,542,684 16,531,809 15,929,509 15,300,884 15,492,450 17,842,711 1,743,716 1,899,097 1,579,164 1,634,395 1,997,458 2,039,270 2,023,674 1,576,653 1,450,930 1,465,458 2,760,090 1,603,331 1,736,962 2,738,768 1,684,296 1,728,409 1,735,579 1,805,434 1,845,073 1,972,986 3,594,844 1,951,712 2,380,993 2,074,811 1,562,155 1,675,222 1,703,849 1,707,576 1,793,162 1,734,562 474,045 509,208 514,208 547,160 534,903 495,693 500,037 505,996 517,956 563,477 10,000 40,000 2,271,216 2,214,108 2,220,368 2,355,669 2,164,534 2,419,369 2,272,595 2,472,987 2,386,832 2,622,991 2,056,055 772,852 525,783 842,819 2,647,687 1,198,449 800,540 1,011,961 1,084,620 1,237,107 13,074,965 6,430,421 3,522,196 1,946,153 4,138,459 4,067,251 2,829,049 1,357,254 2,220,883 2,238,365 3,407,655 3,388,382 5,037,028 6,749,293 5,001,000 4,860,000 5,174,500 5,290,750 5,411,000 5,028,000 2,373,438 2,256,311 2,192,063 1,801,392 1,553,661 1,383,095 1,290,430 930,982 658,983 570,753 - - - - - 71,358 31,756,024 21,025,422 19,708,765 20,690,460 21,284,153 19,866,758 18,330,253 16,659,593 17,379,439 17,545,057 (11,342,993) (3,068,816) (3,316,029) (3,802,581) (4,741,469) (3,334,949) (2,400,744) (1,358,709) (1,886,989) 297,654 8,181,372 5,202,051 16,818,090 10,172,878 4,687,126 5,710,819 9,990,120 6,906,770 4,914,385 4,261,817 (7,931,372) (4,204,122) (16,446,845) (9,921,745) (4,431,158) (4,997,164) (10,732,901) (7,158,933) (8,325,885) (2,186,930) 5,137,903 15,450,000 3,255,000 10,735,000 6,080,000 2,605,000 83,710 - (19,530) 301,910 (12,374) 46,898 - (15,908,564) (865,000) - (10,690,000) - - (384,432) (103,084) 74,650 - - - 37,520 2,575 62,496 67,569 - 11,575 12,428 - 30,473 250,000 6,153,978 (394,526) 313,629 2,694,007 11,750,565 (731,206) (10,929,735) 2,656,126 4,757,258 $ (11,092,993) $ 3,085,162 $ (3,710,555) _L(3 _L(?, $ 8,415,616 _L(3 $ (12,288,444) $ 769,137 $ 5,054,912 Debt service as percentage of noncapital expenditures 30.9% 38.7% 44.7% 45.6% 38.2% 39.5% 41.7% 40.7% 40.0% 36.6% Note: The city made a fund structure change for the period ending December 31, 2013. Prior year data has not been modified to reflect this change. 87 CITY OF MONTICELLO Governmental Funds Tax Revenues by Source Last Ten Fiscal Years (modified accrual basis of accounting) Property Tax Franchise Year Tax Increment Tax Total 2006 $ 6,461,748 $ 791,812 $ $ 7,253,560 2007 6,190,599 824,714 7,015,313 2008 7,233,582 1,172,447 - 8,406,029 2009 7,502,844 1,193, 021 48,517 8,744, 382 2010 7,319,154 1,155, 386 371,258 8,845, 798 2011 7,294,635 1,044,791 341,362 8,680,788 2012 8,234,086 1,024,134 339,518 9,597,738 2013 7,985,695 965,935 320,640 9,272,270 2014 8,407,627 826,363 357,409 9,591,399 2015 8,638,401 727,617 333,484 9,699,502 Change 2006 -2015 33.7% -8.1% 100.0% 33.7% $lo $8 c $6 0 2 $4 $2 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Tax Revenues by Source Source: Finance Department • Property Tax • Tax Increment • Franchise Tax M CITY OF MONTICELLO General Governmental Tax Revenues by Source Last Ten Fiscal Years (accrual basis of accounting) Property Tax Franchise Year Tax Increment Tax Total 2006 $ 6,461,748 $ 791,812 $ $ 7,253,560 2007 6,418,124 824,714 7,242,838 2008 7,278,152 1,172,447 - 8,450,599 2009 7,628, 547 1,193,021 48,517 8,870,085 2010 7,105, 319 1,155,386 371,258 8,631,963 2011 7,406,358 1,044,791 341,362 8,792,511 2012 7,722,214 1,024,134 339,518 9,085,866 2013 7,961,229 965,935 320,640 9,247,804 2014 8,393,374 826,363 357,409 9,577,146 2015 8,683,585 727,617 333,484 9,744,686 Change 2006 -2015 34.4% -8.1% 100.0% 34.3% $lo $8 $6 0 g $4 $2 $- 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Tax Revenues by Source Source: Finance Department ■ Property Tax ■Tax Increment Franchise Tax Tax Capacity Value and Estimated Market Value of Taxable Property Last Ten Fiscal Years CITY OF MONTICELLO Real Property Residential % of Commercial Year Property Total Property 2006 $ 5,824,238 41.8% Taxable Net $ 7,871,132 2007 6,929,517 42.8% % of 8,913,821 2008 7,443,331 43.0% Tax Capacity 9,455,666 2009 7,506,973 41.8% Total 9,966,873 2010 6,165,704 35.4% Value * 10,793,836 2011 5,307,260 31.9% 56.5% 10,897,898 2012 4,611,403 23.6% $ 13,935,442 14,538,165 2013 4,824,117 25.4% 55.0% 13,793,916 2014 5,408,138 21.9% 16,204,855 18,818,097 2015 5,861,759 22.1% 54.6% 20,316,219 CITY OF MONTICELLO Total Taxable Net Tax Capacity Value (Excludes Personal and Ag /Misc Property) $30 $25 $20 $15 Residential ■ Commercial $10 $5 $- 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Note 1: The fiscal year is for the values in the year levied for taxes collectible in the following year. Note 2: *Tax exempt property values and tax increment values are not included in total net tax capacity value. Source: Wright County Certificate of Taxes and Taxable Properties. .E Total Net Tax Taxable Net Capacity as a % of Personal % of Ag /Misc % of Tax Capacity % of Total Direct Total Percentage of Total Property Total Property Total Value * Total Tax Rate Market Value Market Value 56.5% $ 170,446 1.2% $ 69,626 0.5% $ 13,935,442 100.0% 58.651 $ 993,647,300 1.4% 55.0% 177,822 1.1% 183,695 1.1% 16,204,855 100.0% 42.458 1,243,461,100 1.3% 54.6% 176,289 1.0% 236,789 1.4% 17,312,075 100.0% 46.942 1,282,400,700 1.3% 55.5% 174,223 1.0% 299,191 1.7% 17,947,260 100.0% 46.191 1,245,407,600 1.4% 62.0% 189,563 1.1% 251,177 1.4% 17,400,280 100.0% 45.822 1,188,222,100 1.5% 65.5% 194,825 1.2% 229,016 1.4% 16,628,999 100.0% 46.729 1,106,541,400 1.5% 74.3% 235,633 1.2% 194,492 1.0% 19,579,693 100.0% 49.773 1,219,719,700 1.6% 72.5% 239,129 1.3% 164,609 0.9% 19,021,771 100.0% 42.262 1,201,075,800 1.6% 76.4% 235,713 1.0% 184,750 0.7% 24,646,698 100.0% 44.709 1,513,570,400 1.6% 76.4% 238,732 0.9% 164,516 0.6% 26,581,226 100.0% 44.709 1,712,125,200 1.6% Total Taxable Net Tax Capacity Value (Excludes Personal and Ag /Misc Property) $30 $25 $20 $15 Residential ■ Commercial $10 $5 $- 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Note 1: The fiscal year is for the values in the year levied for taxes collectible in the following year. Note 2: *Tax exempt property values and tax increment values are not included in total net tax capacity value. Source: Wright County Certificate of Taxes and Taxable Properties. .E Property Tax Rates - All Direct and Overlapping Governments Last Ten Fiscal Years 60 40 a M s 20 0 Property Tax Rates For the three highest taxing authorities 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Note 1: Information reflects total tax rates levied by each entity. Tax rates are expressed in terms of "net tax capacity." A property's tax capacity is determined by multiplying its taxable market value by a state determined class rate. Class rates vary by property type and change periodically based on state legislation. Components of the direct rate are not readily available. Source: Wright County (Wright --*-- District #882 -City CITY OF MONTICELLO Total (1) Direct and Overlapping 110.30 99.27 106.36 106.91 108.34 114.57 122.72 113.39 116.43 99.21 91 Overlapping Taxing Districts Monticello City Wright School Special Year of Monticello County District #882 Districts 2006 51.03 32.57 24.37 2.33 2007 42.46 30.71 23.15 2.95 2008 46.94 31.65 25.25 2.52 2009 46.19 32.57 26.08 2.07 2010 45.82 35.82 24.95 1.75 2011 46.73 39.31 27.03 1.50 2012 49.77 43.45 28.26 1.24 2013 42.26 44.29 26.23 0.61 2014 44.71 43.45 28.27 - 2015 35.74 40.59 22.88 60 40 a M s 20 0 Property Tax Rates For the three highest taxing authorities 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Note 1: Information reflects total tax rates levied by each entity. Tax rates are expressed in terms of "net tax capacity." A property's tax capacity is determined by multiplying its taxable market value by a state determined class rate. Class rates vary by property type and change periodically based on state legislation. Components of the direct rate are not readily available. Source: Wright County (Wright --*-- District #882 -City CITY OF MONTICELLO Total (1) Direct and Overlapping 110.30 99.27 106.36 106.91 108.34 114.57 122.72 113.39 116.43 99.21 91 Property Tax Levies and Collections Last Ten Fiscal Years PROPERTY TAXES Fiscal Year Total Tax Levy for Fiscal Year 2006 $ 6,750,132 2007 6,499,914 2008 7,600,189 2009 7,750,119 2010 7,648,269 2011 7,677,351 2012 7,850,042 2013 7,900,724 2014 8,151,086 2015 8,535,565 TAX INCREMENTS Total Tax Fiscal Levy for Tax Credits $ 283,978 261,362 267,056 263,587 278,930 293,075 Tax 2006 $ 779,400 $ 2007 889,262 2008 1,191,177 2009 1,247,605 2010 1,193, 383 2011 1,071,686 2012 955,039 2013 971,745 2014 869,425 2015 729,130 Source: Wright County Net Levy $ 6,466,154 6,238,552 7,333,133 7,486,532 7,369,339 7,384,276 7,850,042 7,900,724 8,151,086 8,535,565 Net Levy $ 779,400 889,262 1,191,177 1,247,605 1,193,383 1,071,686 955,039 971,745 869,425 729,130 Collected within the Year of the Net Levy Collections in to Date % of Subsequent Amount Net Levy Years and $ 6,349,118 98.2% $ 107,522 6,044,463 96.9% 170,697 7,118,136 97.1% 173,289 7,237,730 96.7% 211,623 7,155,141 97.1% 181,589 7,178,807 97.2% 178,326 7,759,174 98.8% 26,849 7,827,356 99.1% 33,139 8,109,373 99.5% 31,063 8,498,746 99.6% - Collected within the (25,704) Year of the Net Levy Collections in 7,357,133 % of Subsequent Amount Net Levy Years 99.2% (53,367) $ 777,297 99.7% $ 443 836,397 94.1% 1,222 1,184,402 99.4% 4,874 1,205,582 96.6% 39,200 1,144,243 95.9% 36,309 1,044,309 97.4% 25,742 953,400 99.8% - 970,071 99.8% - 869,339 100.0% 60 727,558 99.8% - CITY OF MONTICELLO Total Collections to Date Abatements Total Uncollected % of and % of Amount Net Levy Adjustments Amount Net Levy $ 6,456,640 99.9% $ (8,603) $ 911 0.0% 6,215,160 99.6% (22,051) 1,341 0.0% 7,291,425 99.4% (39,224) 2,484 0.0% 7,449,353 99.5% (32,099) 5,080 0.1% 7,336,730 99.6% (25,704) 6,905 0.1% 7,357,133 99.6% (19,074) 8,069 0.1% 7,786,023 99.2% (53,367) 10,652 0.1% 7,860,495 99.5% (27,410) 12,819 0.2% 8,140,436 99.9% (1,576) 9,074 0.1% 8,498,746 99.6% (6,290) 30,529 0.4% Total Collections to Date Abatements Total Uncollected % of and % of Amount Net Levy Adjustments Amount Net Levy $ 777,740 99.8% $ (1,660) $ 0.0% 837,619 94.2% (51,643) 0.0% 1,189,276 99.8% (1,901) 0.0% 1,244,782 99.8% (2,823) 0.0% 1,180,552 98.9% (12,831) 0.0% 1,070,051 99.8% (1,635) 0.0% 953,400 99.8% (1,639) 0.0% 970,071 99.8% (1,674) 0.0% 869,399 100.0% (26) 0.0% 727,558 99.8% (1,572) 0.0% 92 CITY OF MONTICELLO Principal Property Taxpayers Current Year and Nine Years Ago Note 1: The market value and taxable net tax capacity value is for taxes levied in 2014, which are payable in 2015 Source: Wright County Certificate of Taxes and Taxable Properties 93 2015 2006 Percentage of Percentage of Taxable Net Tax Total Net Tax Market Taxable Net Tax Total Net Tax Taxpayer Market Value (1) Capacity Value Rank Capacity Value Value Capacity Value Rank Capacity Value Xcel Energy (Northern States) $ 722,993,700 $ 14,453,109 1 58.6% $ 240,261,700 4,791,134 1 38.3% Walmart Real Estate Bus Trust 10,720,000 213,650 2 0.9% Target Corporation 10,120,400 201,658 3 0.8% New River Medical Center 7,544,100 150,882 4 0.6% Home Depot USA, Inc. 6,835,400 135,958 5 0.6% Muller Family Theatres 5,511,400 109,097 6 0.4% 5,381,200 106,781 4 0.9% AX TC Retail, LP 5,154,900 101,598 7 0.4% Ryan Companies 4,781,700 92,634 8 0.4% RCE Property LLC 4,000,000 79,250 9 0.3% Tapper's Holdings, LLC 3,956,800 77,636 10 0.3% 3,806,000 74,620 8 0.6% Ocello LLC 11,593,300 140,293 2 1.1% Jacob Holdings of Monticello, LLC 6,147,100 122,192 3 1.0% Peterson Holdings, LLC 5,085,200 100,954 5 0.8% Monticello Washington Assn 4,564,600 90,542 6 0.7% Gould Brothers Chev, LLP 4,410,100 86,702 7 0.7% BBF Properties, Inc. 3,712,900 73,508 9 0.6% Tomann, Terrance & Mary Family LTD 3,503,800 69,326 10 0.6% $ 781,618,400 $ 15,615,472 63.4% $ 288,465,900 $ 5,656,052 45.3% Note 1: The market value and taxable net tax capacity value is for taxes levied in 2014, which are payable in 2015 Source: Wright County Certificate of Taxes and Taxable Properties 93 Water Sold by Customer Type (gallons) Last Ten Fiscal Years Year 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 % of Residential Total $ 419,892,135 69.5% 467,672,488 71.3% 409,879,658 69.0% 430,263,791 75.0% 376,687,840 67.1% 348,580,072 66.0% 426,358,402 69.0% 383,079,041 68.8% 328,835,772 68.2% 325,188,041 68.1% CITY OF MONTICELLO Water Sold by Customer Type (gallons) $700 $600 $500 ■ Government o $400 ■ Industrial $300 a Commercial $200 ■ Residential $100 $0 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Source: City of Monticello utility billing department 94 Total % of % of % of Water % of Commercial Total Industrial Total Government Total Sold Total $ 82,989,503 13.7% $ 52,305,000 8.7% $ 48,622,223 8.1% $ 603,808,861 100.0% 91,517,828 14.0% 49,035,750 7.5% 47,703,225 7.3% 655,929,291 100.0% 84,234,653 14.2% 47,790,000 8.0% 52,154,498 8.8% 594,058,809 100.0% 69,825,753 12.2% 38,713,057 6.8% 34,601,796 6.0% 573,404,397 100.0% 90,001,208 16.0% 47,225,176 8.4% 47,227,405 8.4% 561,141,629 100.0% 84,194,027 15.9% 50,971,196 9.7% 44,219,755 8.4% 527,965,050 100.0% 97,281,410 15.7% 46,654,712 7.5% 47,866,428 7.7% 618,160,952 100.0% 85,819,687 15.4% 45,954,136 8.2% 42,206,803 7.6% 557,059,667 100.0% 79,370,922 16.5% 38,308,124 7.9% 35,566,000 7.4% 482,080,818 100.0% 76,283,322 16.0% 38,897,216 8.1% 37,005,919 7.8% 477,374,498 100.0% Water Sold by Customer Type (gallons) $700 $600 $500 ■ Government o $400 ■ Industrial $300 a Commercial $200 ■ Residential $100 $0 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Source: City of Monticello utility billing department 94 CITY OF MONTICELLO Water and Sewage Utility Rates Last Ten Fiscal Years N/A - Not Available Source: City of Monticello utility billing department 95 Water Sewage Residential Commercial Rate Tier 1 Rate Tier 2 Rate Tier 3 Rate Tier 4 Rate Tier 1 Rate Tier 2 Rate Tier 3 Rate Tier 4 Rate Tier 1 Rate Tier 1 Base Rate 501 -4,000 4,001 - 13,369 Over 13,369 Base Rate 501 -4,000 4,001- 13,369 Over 13,369 Base Rate Over 500 Fiscal First 500 per 100 per 100 per 100 First 500 per 100 per 100 per 100 First 500 per 100 Year Cubic Feet Cubic Feet Cubic Feet Cubic Feet Cubic Feet Cubic Feet Cubic Feet Cubic Feet Cubic Feet Cubic Feet 2006 $ 8.92 $ 0.54 $ 0.54 N/A $ 8.92 $ 0.54 N/A N/A $ 10.40 $ 1.87 2007 10.26 0.62 0.71 N/A 10.26 0.62 N/A N/A 11.96 2.15 2008 11.91 0.74 0.84 N/A 11.91 0.74 N/A N/A 13.75 2.47 2009 12.40 0.78 0.88 N/A 12.40 0.78 N/A N/A 14.45 2.60 2010 13.00 0.85 0.95 N/A 14.75 0.95 N/A N/A 15.15 2.75 2011 14.30 0.95 1.10 1.20 14.30 0.95 1.10 1.20 16.75 3.00 2012 15.44 1.03 1.19 1.30 15.44 1.03 1.19 1.30 18.76 3.36 2013 17.00 1.13 1.31 1.43 17.00 1.13 1.31 1.43 20.65 3.70 2014 17.00 1.13 1.31 1.43 17.00 1.13 1.31 1.43 20.65 3.70 2015 17.85 1.19 1.38 1.50 17.85 1.19 1.38 1.50 21.69 3.89 N/A - Not Available Source: City of Monticello utility billing department 95 CITY OF MONTICELLO Ratios of Outstanding Debt by Type Last Ten Fiscal Years 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Governmental activities General obligation bonds Special assessment $ 30,255,000 $ 28,415,000 $ 24,075,000 $ 21,535,000 $ 21,320,000 $ 29,490,000 $ 26,625,000 $13,010,000 $12,203,653 $11,689,653 Other 2,210,000 7,132,903 15,737,903 12,822,903 11,531,903 10,196,903 8,877,403 7,506,653 10,487,000 9,563,000 Tax increment 810,000 680,000 575,000 470,000 - - - - - - Net premium (discount) 639,119 691,438 651,542 631,516 572,079 818,803 744,748 265,320 67,350 190,196 Total GO bonds 33,914,119 36,919,341 41,039,445 35,459,419 33,423,982 40,505,706 36,247,151 20,781,973 22,758,003 21,442,849 Notes 10,188,973 9,515,592 - - - - - - - - Certificates of indebtedness - - - - - - - 445,000 385,000 325,000 Total general obligation debt 44,103,092 46,434,933 41,039,445 35,459,419 33,423,982 40,505,706 36,247,151 21,226,973 23,143,003 21,767,849 Non - general obligation bonds $ 4,620 $ 4,815 $ 6,528 $ 5,879 $ 5,632 $ 5,554 $ 5,071 $ 4,055 $ 2,106 $ 1,931 Revenue 6,579,419 6,157,974 5,742,098 5,209,011 4,612,454 3,690,898 2,739,341 1,782,784 985,000 - Contract for deed 764,293 664,293 564,293 - - - - - - - Total governmental activites $ 51,446,804 $ 53,257,200 $ 47,345,836 $ 40,668,430 $ 38,036,436 $ 44,196,604 $ 38,986,492 $ 23,009,757 $ 24,128,003 $ 21,767,849 Business -type activities General obligation revenue bonds $ $ 907,097 $ 907,097 $ 837,097 $ 747,097 $ 654,097 $ 568,597 $ 3,479,347 $ 3,206,347 $ 2,930,347 Non - general obligation Revenue bonds - 26,445,000 26,445,000 26,445,000 26,445,000 26,445,000 26,445,000 - - PFA loans - - - - - - - - 615,268 Net premium (discount) 14,364 (502,517) (479,980) (457,441) (434,904) (412,366) (360,211) 31,941 30,339 Total business -type activities $ $ 921,461 $ 26,849,580 $ 26,802,117 $ 26,734,656 $ 26,664,193 $ 26,601,231 $ 29,564,136 $ 3,238,288 $ 3,575,954 Total primary government $ 51,446,804 $ 54,178,661 $ 74,195,416 $ 67,470,547 $ 64,771,092 $ 70,860,797 $ 65,587,723 $ 52,573,893 $ 27,366,291 $ 25,343,803 % of personal income (1) 14.3% 14.3% 18.9% 17.6% 15.8% 16.8% 13.7% 10.5% 5.2% 4.6% Per capita debt (1) $ 4,620 $ 4,815 $ 6,528 $ 5,879 $ 5,632 $ 5,554 $ 5,071 $ 4,055 $ 2,106 $ 1,931 (1) See the Schedule of Demographic and Economic Statistics. Note: Details regarding the city's outstanding debt can be found in the notes to basic financial statements M CITY OF MONTICELLO Ratios of Net General Obligation Bonded Last Ten Fiscal Years Debt Outstanding Percentage of Less Amounts Estimated General Available Actual Market Obligation in Debt Value of Year Bonds (1) Service Fund Total Property (2) Per Capita (3) 2006 $ 33,914,119 $ 9,170,798 $ 24,743,321 2.49% $ 2,222 2007 37,826,438 18,520,552 19,305,886 1.55% 1,716 2008 41,946,542 9,936,332 32,010,210 2.50% 2,816 2009 36,296,516 2,346,286 33,950,230 2.73% 2,958 2010 34,171, 079 2,363,382 31,807,697 2.68% 2,766 2011 41,159, 803 12, 727,140 28,432,663 2.57% 2,228 2012 36,815,748 12,952,896 23,862,852 1.96% 1,845 2013 24,706,320 2,750,079 21,956,241 1.83% 1,694 2014 26,349,350 3,919,070 22,430,280 1.48% 1,726 2015 24,728, 535 5,382,214 19,346, 321 1.13% 1,474 Note 1: Does not include revenue bonds. Note 2: See the Schedule of Taxable Net Tax Capacity Value and Estimated Market Value of Taxable Property for the estimated actual market value. Note 3: See the Schedule of Demographic and Economic Statistics. Source: Details regarding the city's outstanding debt can be found in the notes to basic financial statements. 97 Legal Debt Margin Information Last Ten Fiscal Years Fiscal Year CITY OF MONTICELLO 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Legal debt limit $19,872,946 $23,203,682 $ 37,303,833 $38,074,842 $35,646,663 $33,196,242 $36,591,591 $35,671,296 $45,407,112 $ 51,363,756 Total net debt applicable to debt limit 6,650,000 6,100,000 6,180,000 5,585,000 4,985,000 4,365,000 3,795,000 6,200,000 10,872,000 9,888,000 Legal debt margin $13,222,946 $17,103,682 $31,123,833 $32,489,842 $30,661,663 $28,831,242 $32,796,591 $29,471,296 $34,535,112 $ 41,475,756 Total net debt applicable to debt limit as a percentage of debt limit 33.5% 26.3% 16.6% 14.7% 14.0% 13.1% 10.4% 17.4% 23.9% 19.3% Legal Debt Margin Calculation for Fiscal Year 2015 Market value $ 1,712,125,200 Debt limit (3% of market value) $ 51,363,756 Debt applicable to limit General obligation bonds 24,508,000 Less amounts for general obligation bonds not subject to debt limit (14,620,000) Total net debt applicable to limit 9,888,000 Legal debt margin $ 41,475,756 Source: Details regarding the city's outstanding debt can be found in the notes to basic financial statements. Market value data provided in Wright County Certificate of Taxes and Taxable Properties. Note: All Minnesota municipalities (counties, cities, towns, and school districts) are subject to statutory "net debt" limitations under the provisions of Minnesota Statutes, § 475.53. Under this provision, beginning with issues having a settlement date after June 30, 2008, the state of Minnesota increased the legal debt limit from 2 percent to 3 percent of the city's taxable market value. M CITY OF MONTICELLO Computation of Direct and Overlapping Debt As of December 31, 2015 OVERLAPPING DEBT: I.S.D. 882 2,270,000 75.8% 1,720,660 Wright County 46,210,000 18.7% 8,641,270 Total Overlapping Debt 10,361,930 Total direct and overlapping debt $ 32,129,779 (1) Gross bonded debt outstanding. (2) The percentage of overlapping debt applicable is estimated using taxable assessed property values. Applicable percentages were estimated by determining the portion of the government's taxable assessed value that is within the City's boundaries and dividing it by the government's total taxable assessed value. Note: Overlapping governments are those that coincide, at least in part, with the geographic boundaries of the City. This schedule estimates the portion of the outstanding debt of those overlapping governments that is borne by the residents and businesses of the City. This process recognizes that, when considering the government's ability to issue and repay long -term debt, the entire debt burden borne by the residents and businesses should be taken into account. However, this does not imply that every taxpaver is a resident and, therefore, responsible for repavinq the debt of each overlappinq government. Source: The Wright County auditor provided the debt outstanding and estimated applicable percentages for the school district and county. 99 Estimated Net percentage Amount bonded debt applicable applicable to Jurisdiction outstanding (1) to city (2) city DIRECT DEBT: City of Monticello $ 21,767,849 100.0% $ 21,767,849 OVERLAPPING DEBT: I.S.D. 882 2,270,000 75.8% 1,720,660 Wright County 46,210,000 18.7% 8,641,270 Total Overlapping Debt 10,361,930 Total direct and overlapping debt $ 32,129,779 (1) Gross bonded debt outstanding. (2) The percentage of overlapping debt applicable is estimated using taxable assessed property values. Applicable percentages were estimated by determining the portion of the government's taxable assessed value that is within the City's boundaries and dividing it by the government's total taxable assessed value. Note: Overlapping governments are those that coincide, at least in part, with the geographic boundaries of the City. This schedule estimates the portion of the outstanding debt of those overlapping governments that is borne by the residents and businesses of the City. This process recognizes that, when considering the government's ability to issue and repay long -term debt, the entire debt burden borne by the residents and businesses should be taken into account. However, this does not imply that every taxpaver is a resident and, therefore, responsible for repavinq the debt of each overlappinq government. Source: The Wright County auditor provided the debt outstanding and estimated applicable percentages for the school district and county. 99 Schedule of General Obligation Revenue Bond Coverage Last Three Fiscal Years Sewage Fund: Net Revenue Gross Operating Available for Year Revenues (1) Expenses(2) Debt Service 2013 $ 2,006,718 $ 1,476,418 $ 530,300 2014 2,081,660 1,570,197 511,463 2015 2,083,122 1,479,157 603,965 CITY OF MONTICELLO Debt Service Requirements (3) Principal Interest Total 273,000 91,963 364,963 276,000 84,158 360,158 Notes: (1) Total revenues does not include investment earnings. (2) Total operating expenses excluding depreciation. (3) The first year of bond payments is 2014. Schedule excludes telecommunications bonds. No other revenue bonds existed before 2013. Source: Finance Department Coverage 140.1% 167.7% 100 CITY OF MONTICELLO Demographic and Economic Statistics Last Ten Fiscal Years Per Estimated Capita Unemployment School Personal Personal Year Population (1) rate (2) Enrollment (3) Income (4) Income (5) 2006 11,136 4.4% 3,962 $ 358,590,336 $ 32,794 2007 11,253 4.8% 3,910 379,102,317 34,067 2008 11,366 5.7% 3,921 391, 740,556 35,779 2009 11,476 7.9% 3,928 384,446,000 37,011 2010 11,501 8.8% 3,932 410,252,171 35,156 2011 12,759 7.5% 4,011 422,820,501 35,739 2012 12,935 6.2% 4,044 477,596,640 38,069 2013 12,964 4.6% 4,016 502,964,308 39,312 2014 12,993 3.8% 4,089 521, 759,901 40,157 2015 13,125 3.7% 4,100 547,010,625 41,677 Notes /sources: (1) 2010 U.S. Bureau of Census; 2006 -2009 and 2011 -2015 Minnesota State Demographic Center population estimates. (2) Annual average unemployment provided by the Minnesota Department of Employment & Economic Development. (3) ISD No. 882 enrollment information was obtained from the district audit report. The enrollment information is based on the resident ADMs (average daily membership) served. (4) This estimated personal income number is calculated by taking the per capita personal income and multiplying it by the city's population. Also see note (5) regarding the per capita personal income figures. (5) Per capita personal income data is provided by the Bureau of Economic Analysis. Monticello's estimates are based on Wright County information. Wright County, where Monticello is located, is the smallest, relevant statistical tracking area. 101 CITY OF MONTICELLO Principal Employers Current Year and Eight Years Ago 3,282 46.5% 2,764 44.8% Source: City of Monticello 2015 Bond Statement and 2007 Bond Statement '2006 information was not available. Therefore, the next year was used. The city estimates its workforce by using the city's percentage of total county population and multiplying that number by the county's total workforce. 102 2015 2007" Percentage of Percentage of Total City Total City Employer Employees Rank Employment Employees Rank Employment Xcel Energy (Northern States) (1) 700 1 9.9% 422 3 6.8% ISD No. 882 (Monticello) 544 2 7.7% 455 2 7.4% CentraCare Medical Center (New River) 500 3 7.1% 515 1 8.3% Cargill Kitchen Solutions (Sunny Fresh) 450 4 6.4% 396 4 6.4% Wal -Mart Supercenter 325 5 4.6% 325 5 5.3% Cub Foods 180 6 2.6% 122 9 2.0% Ultra Machine Corporation 173 7 2.5% 130 8 2.1% Home Depot 160 8 2.3% City of Monticello 150 9 2.1% 151 6 2.4% WSI Industries, Inc. 100 10 1.4% Denny Hecker Monticello 150 7 2.4% Monticello Clinic 98 10 1.6% 3,282 46.5% 2,764 44.8% Source: City of Monticello 2015 Bond Statement and 2007 Bond Statement '2006 information was not available. Therefore, the next year was used. The city estimates its workforce by using the city's percentage of total county population and multiplying that number by the county's total workforce. 102 City Government Employees by Function /Program Last Ten Fiscal Years Employees by function General Fund General government Public Safety Building Official Public works Engineering Maintenance(1) Culture and recreation Parks Community development Special Revenue Funds Culture and recreation Community center -FT Community center -PT(2) Enterprise Funds Sewer /water Deputy registrar(3) Liquor store FiberNet Total Employees by fund type General Fund Special Revenue Funds Enterprise Funds CITY OF MONTICELLO 8.00 8.00 8.00 8.00 Fiscal Year 8.00 8.00 8.00 7.50 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 8.60 8.60 9.60 9.60 11.00 11.00 11.00 11.00 12.50 12.50 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 4.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 1.00 1.00 1.00 21.50 21.50 21.50 19.50 19.50 19.00 19.00 19.00 18.50 18.50 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 7.50 7.50 36.50 36.50 36.50 36.50 36.50 36.50 36.50 36.50 36.50 36.50 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 11.50 11.50 - - - 6.00 11.00 11.50 11.50 8.50 8.50 8.50 106.60 106.60 107.60 111.60 118.00 118.00 118.00 113.00 115.00 117.00 43.10 43.10 44.10 42.10 43.50 43.00 43.00 41.00 42.00 43.00 44.50 44.50 44.50 44.50 44.50 44.50 44.50 44.50 44.00 44.00 19.00 19.00 19.00 25.00 30.00 30.50 30.50 27.50 29.00 30.00 106.60 106.60 107.60 111.60 118.00 118.00 118.00 113.00 115.00 117.00 Source: City of Monticello human resources department FT = Full -time PT = Part -time Notes: (1) Includes seasonal public works (2) Years 2006 -2013 were estimated 2014 levels as data was not previously tracked. (3) Prior to 2013, the deputy registrar function was included with general government. Prior years were restated. 103 CITY OF MONTICELLO Operating Indicators by Function Last Ten Fiscal Years (continued) 104 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Function Fire Calls for service 266 317 395 375 282 284 203 235 264 251 Public works Salt (tons) 164 274 474 475 521 445 300 475 385 534 Sand (tons) 319 347 611 615 710 547 335 325 600 285 Crack sealant (pounds) 11,115 14,200 18,150 15,000 23,580 11,384 1,492 25,739 23,282 29,580 Asphalt repairs (tons of asphalt) 300 330 200 200 200 253 220 225 190 293 Culture and recreation Shade trees planted - 384 410 425 150 140 220 275 270 257 Diseased trees removed n/a n/a 868 200 180 113 205 71 46 208 Trails maintained (miles) n/a n/a 17 17 17 17 17 17 18 18 Community center users 145,700 168,923 186,429 186,279 183,527 190,014 175,272 211,234 204,134 199,228 Program sales 67,021 88,412 129,339 149,829 167,723 168,159 162,227 192,708 184,125 213,924 Rental revenue 148,533 139,096 136,547 127,612 184,913 154,962 149,733 163,329 150,964 154,938 Economic development Permits issued 1,323 962 3,681 879 495 372 632 659 721 768 Permit valuation $45,572,690 $45,917,000 $45,950,000 $11,630,000 $ 9,033,078 $ 5,333,124 $12,285,873 $15,821,223 $19,714,895 $36,242,742 Water Meters replaced 109 94 111 280 145 215 418 235 598 694 Curb box repairs (water valves) 50 50 75 200 200 200 100 100 100 100 Hydrant repair 175 175 175 175 175 430 300 300 203 430 Residential water gallons used 419,892,135 467,673,488 409,879,658 430,263,791 376,687,840 348,580,072 426,358,402 383,079,041 328,835,772 325,188,041 Avg. daily consumption (MG) 1.817 1.921 1.749 1.806 1.625 1.557 1.798 1.621 1.400 1.308 Max. daily gallons pumped (MG) 5.271 5.150 4.728 4.496 3.565 4.116 4.590 4.269 4.031 3.203 Sewer Sewage flow (MG) 414 423 408 390 398 431 408 392 435 417 Miles jetted 20 20 20 20 25 27 12 20 16 28 Blocks rodded 3 3 3 3 25 10 20 10 20 10 Miles inspected 20 20 20 20 30 30 12 20 20 30 Library Items checked out 188,704 209,174 216,599 219,694 248,327 228,886 237,938 263,220 199,182 195,235 Programs offered 232 145 155 170 164 153 149 173 169 167 Program participants 4,196 3,537 3,869 4,100 3,604 3,807 3,761 3,773 3,788 3,919 (continued) 104 CITY OF MONTICELLO Operating Indicators by Function Last Ten Fiscal Years (continued) Fiscal Year 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Fiber optics Customers n/a n/a n/a n/a n/a n/a n/a n/a 1,539 1,574 Service subscriptions n/a n/a n/a n/a n/a n/a n/a n/a 2,755 2,656 TV customers n/a n/a n/a n/a n/a n/a n/a n/a 813 714 Phone customers n/a n/a n/a n/a n/a n/a n/a n/a 582 518 Internet customers n/a n/a n/a n/a n/a n/a n/a n/a 1,360 1,424 Liquor store Transactions n/a n/a n/a n/a n/a n/a n/a n/a 229,236 237,535 Average liquor sale transaction n/a n/a n/a n/a n/a n/a n/a n/a $ 21.90 $ 22.42 Beer sales n/a n/a $ 2,066,537 $ 2,187,948 $ 2,289,801 $ 2,328,735 $ 2,483,194 $ 2,539,168 $ 2,604,942 $ 2,763,478 Liquor sales n/a n/a $ 1,129,351 $ 1,214,817 $ 1,251,448 $ 1,343,109 $ 1,396,521 $ 1,506,776 $ 1,546,118 $ 1,634,198 Wine sales n/a n/a $ 492,183 $ 575,521 $ 657,562 $ 748,908 $ 812,832 $ 860,817 $ 868,779 $ 927,732 Gross profit margin %- beer n/a n/a 20.7% 15.7% 20.4% 19.1% 20.3% 22.5% 21.4% 25.6% Gross profit margin % - liquor n/a n/a 23.9% 26.8% 29.6% 28.0% 29.3% 27.7% 30.3% 29.8% Gross profit margin % - wine n/a n/a 17.0% 20.2% 26.8% 28.5% 31.4% 29.7% 30.7% 31.5% Deputy registrar (DMV) Motor vehicle transactions 45,225 40,950 45,595 48,000 51,250 54,814 56,211 55,261 60,051 64,927 DNR transactions 5,307 5,580 5,913 5,646 5,982 5,616 5,465 5,727 5,949 5,914 Game /fish transactions n/a 167 235 250 156 325 509 445 433 387 Drivers licenses transactions n/a n/a n/a 450 605 579 814 951 1,462 1,294 Total transactions 50,532 46,697 51,743 54,346 57,993 61,334 62,999 62,384 67,895 72,522 Dealerships serviced 18 14 21 25 30 34 38 21 23 25 Net revenue per transaction n/a n/a n/a n/a n/a $ 1.71 $ 2.75 $ 2.68 $ 2.91 $ 3.02 N/A = Not Available MG = Millions of Gallons Note: Indicators are not available for the general government function. Sources: Various city departments 105 CITY OF MONTICELLO Capital Assets Statistics by Function Last Ten Fiscal Years Note: No capital asset indicators are available for the general government and economic development functions. Source: Various city departments 106 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Function Public safety Fire Fire stations in service 1 1 1 1 1 1 1 1 1 1 Number of volunteers 30 30 30 30 30 30 30 30 30 30 Public works Streets (miles) 65.7 67.6 67.6 68.0 68.0 68.0 68.0 68.0 68.0 68.0 Recreation and culture Parks acreage - - 120 180 509 635 635 696 860 952 Parks 19 19 20 20 28 28 28 28 30 30 Park buildings 9 9 10 11 15 15 15 15 15 15 Community center (sq. ft.) 81,000 81,000 81,000 81,000 81,000 81,000 81,000 82,000 82,000 82,000 Water Fire hydrants 700 700 700 700 700 700 700 700 700 700 Note: No capital asset indicators are available for the general government and economic development functions. Source: Various city departments 106 N R if ,di Ppr CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA Special Purpose Audit Reports on Internal Controls and Compliance With Laws and Regulations Year Ended December 31, 2015 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MONTICELLO Special Purpose Audit Reports Year Ended December 31, 2015 Table of Contents Independent Auditor's Report on Internal Control Over Financial Reporting and on Compliance and Other Matters Based on an Audit of Financial Statements Performed in Accordance With Government Auditing Standards Independent Auditor's Report on Minnesota Legal Compliance Page 1 -2 THIS PAGE INTENTIONALLY LEFT BLANK PRINCIPALS Thomas M. Montague, CPA MMKR Thomas A. Kart3owski, CPA Paul A. Radosevich, CPA William]. Lauer, CPA C E R T I FIE I) I' t li 1. [ c James H. Eichten, CPA A C C O U N I' A N -I' S Aaron J. Nielsen. CPA Victoria L. Holinka, CPA INDEPENDENT AUDITOR'S REPORT ON INTERNAL CONTROL OVER FINANCIAL REPORTING AND ON COMPLIANCE AND OTHER MATTERS BASED ON AN AUDIT OF FINANCIAL STATEMENTS PERFORMED IN ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS To the City Council and Management City of Monticello, Minnesota We have audited, in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States, the financial statements of the governmental activities, the business -type activities, each major fund, and the aggregate remaining fund information of the City of Monticello, Minnesota (the City) as of and for the year ended December 31, 2015, and the related notes to the financial statements, which collectively comprise the City's basic financial statements, and have issued our report thereon dated June 27, 2016. INTERNAL CONTROL OVER FINANCIAL REPORTING In planning and performing our audit of the financial statements, we considered the City's internal control over financial reporting (internal control) to determine the audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the financial statements, but not for the purpose of expressing an opinion on the effectiveness of the City's internal control. Accordingly, we do not express an opinion on the effectiveness of the City's internal control. A deficiency in internal control exists when the design or operation of a control does not allow management or employees, in the normal course of performing their assigned functions, to prevent, or detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the City's financial statements will not be prevented, or detected and corrected, on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance. Our consideration of internal control was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses may exist that have not been identified. (continued) -1- Malloy, Montague, Karnowski, Radosevich, & Co., P.A. 5353 Wayzata Bculcvard • Suitc 410 • Minncapnlis, MN 55416 • Telcphanc: 953 -545 -0424 • Tcicfax: 953- 945 -0569 • www.mmkr.com COMPLIANCE AND OTHER MATTERS As part of obtaining reasonable assurance about whether the City's financial statements are free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a direct and material effect on the determination of financial statement amounts. However, providing an opinion on compliance with those provisions was not an objective of our audit and, accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards. PURPOSE OF THIS REPORT The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the City's internal control or on compliance. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the City's internal control and compliance. Accordingly, this report is not suitable for any other purpose. , A "C tT�-•� � Minneapolis, Minnesota June 27, 2016 Kam , -2- MMKR CERTIFIED I't lil is ACCOUN I'ANTS INDEPENDENT AUDITOR'S REPORT ON MINNESOTA LEGAL COMPLIANCE To the City Council and Management City of Monticello, Minnesota PRINCIPALS Thomas M. Montague, CPA Thomas A. Kart3owski, CPA Paul A. Radosevich, CPA William]. Lauer, CPA James H. Eichten, CPA Aaron J. Nielsen, CPA Victoria L. Holinka, CPA We have audited, in accordance with auditing standards generally accepted in the United States of America, and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States, the financial statements of the governmental activities, the business -type activities, each major fund, and the aggregate remaining fund information of the City of Monticello, Minnesota (the City) as of and for the year ended December 31, 2015, and the related notes to the financial statements, which collectively comprise the City's basic financial statements, and have issued our report thereon dated June 27, 2016. MINNESOTA LEGAL COMPLIANCE The Minnesota Legal Compliance Audit Guide for Cities, promulgated by the State Auditor pursuant to Minnesota Statute § 6.65, contains seven categories of compliance to be tested: contracting and bidding, deposits and investments, conflicts of interest, public indebtedness, claims and disbursements, miscellaneous provisions, and tax increment financing. Our audit considered all of the listed categories. In connection with our audit, nothing came to our attention that caused us to believe that the City failed to comply with the provisions of the Minnesota Legal Compliance Audit Guide for Cities. However, our audit was not directed primarily toward obtaining knowledge of such noncompliance. Accordingly, had we performed additional procedures, other matters may have come to our attention regarding the City's noncompliance with the above referenced provisions. PURPOSE OF THIS REPORT The purpose of this report is solely to describe the scope of our testing of compliance and the results of that testing, and not to provide an opinion on compliance. Accordingly, this report is not suitable for any other purpose. work;(, 7ta, Minneapolis, innesota June 27, 2016 -3- Malloy, Montague, Karnowski, Radosevich, & Co., P.A. 5353 Wayzata Bculcvard • Suitc 410 • Minncapnlis, MN 55416 • Telcphanc: 953 -545 -0424 • Tcicfax: 953- 945 -0569 • www.mmkr.com THIS PAGE INTENTIONALLY LEFT BLANK Management Report for City of Monticello, Minnesota December 31, 2015 THIS PAGE INTENTIONALLY LEFT BLANK MMKR CERTIFIED I't lil is ACCOUN'FANTS To the City Council and Management City of Monticello, Minnesota PRINCIPALS Thomas M. Montague, CPA Thomas A. Kart3owski, CPA Paul A. Radosevich, CPA William]. Lauer, CPA James H. Eichten, CPA Aaron J. Nielsen, CPA Victoria L. Holinka, CPA We have prepared this management report in conjunction with our audit of the City of Monticello, Minnesota's (the City) financial statements for the year ended December 31, 2015. The purpose of this report is to provide comments resulting from our audit process and to communicate information relevant to city finances in Minnesota. We have organized this report into the following sections: • Audit Summary • Governmental Funds Overview • Enterprise Funds Overview • Government -Wide Financial Statements • Legislative Updates • Accounting and Auditing Updates We would be pleased to further discuss any of the information contained in this report or any other concerns that you would like us to address. We would also like to express our thanks for the courtesy and assistance extended to us during the course of our audit. The purpose of this report is solely to provide those charged with governance of the City, management, and those who have responsibility for oversight of the financial reporting process comments resulting from our audit process and information relevant to city finances in Minnesota. Accordingly, this report is not suitable for any other purpose. Minneapolis, Minnesota June 27, 2016 Malloy, Montague, Karnowski, Radosevich, & Co., P.A. 5353 Wayzata Bculcvard • Suitc 410 • Minncapnlis, MY 55416 • Telcphanc: 953 -545 -0424 • Tcicfax: 953- 945 -0569 • www.mmkr.com THIS PAGE INTENTIONALLY LEFT BLANK AUDIT SUMMARY The following is a summary of our audit work, key conclusions, and other information that we consider important or that is required to be communicated to the City Council, administration, or those charged with governance of the City. OUR RESPONSIBILITY UNDER AUDITING STANDARDS GENERALLY ACCEPTED IN THE UNITED STATES OF AMERICA AND GOVERNMENT AUDITING STANDARDS We have audited the financial statements of the governmental activities, the business -type activities, each major fund, and the aggregate remaining fund information of the City as of and for the year ended December 31, 2015, and the related notes to the financial statements. Professional standards require that we provide you with information about our responsibilities under auditing standards generally accepted in the United States of America and Government Auditing Standards, as well as certain information related to the planned scope and timing of our audit. We have communicated such information to you verbally and in our audit engagement letter. Professional standards also require that we communicate the following information related to our audit. PLANNED SCOPE AND TIMING OF THE AUDIT We performed the audit according to the planned scope and timing previously discussed and coordinated in order to obtain sufficient audit evidence and complete an effective audit. AUDIT OPINION AND FINDINGS Based on our audit of the City's financial statements for the year ended December 31, 2015: We have issued an unmodified opinion on the City's basic financial statements. Our report included a paragraph emphasizing that the City implemented Governmental Accounting Standards Board (GASB) Statement No. 68, Accounting and Financial Reporting for Pensions— an amendment of GASB Statement No. 27, and GASB Statement No. 71, Pension Transition for Contributions Made Subsequent to the Measurement Date —an amendment of GASB Statement No. 68, during the year ended December 31, 2015. Our opinion was not modified with respect to this matter. We reported no deficiencies in the City's internal control over financial reporting that we considered to be material weaknesses. • The results of our testing disclosed no instances of noncompliance required to be reported under Government Auditing Standards. • We reported no findings based on our testing of the City's compliance with Minnesota laws and regulations. FOLLOW -UP ON PRIOR YEAR FINDINGS AND RECOMMENDATIONS As a part of our audit of the City's financial statements for the year ended December 31, 2015, we performed procedures to follow -up on the findings and recommendations that resulted from our prior year audit. We reported the following findings that were corrected by the City in the current year: • In the prior year, we reported that for 4 of 25 claims for payroll, the City did not receive a signed approval declaration as required by state statute. There was no similar finding in the current year. • In the prior year, we also reported that 1 of 40 disbursements tested was not paid within the 35- day period as required by state statute. There was no similar finding in the current year. -1- SIGNIFICANT ACCOUNTING POLICIES Management is responsible for the selection and use of appropriate accounting policies. The significant accounting policies used by the City are described in Note 1 of the notes to basic financial statements. The City implemented GASB Statement Nos. 68 and 71 during the year ended December 31, 2015. These statements provide new guidance on accounting and financial reporting for pensions accounted for in the financial statements of plan employers. Implementation of these standards resulted in an adjustment to the beginning equity reported in the City's government -wide and enterprise fund financial statements, as described in Note 1 of the notes to basic financial statements. The application of remaining policies was not changed during the year ended December 31, 2015. We noted no transactions entered into by the City during the year for which there is a lack of authoritative guidance or consensus. All significant transactions have been recognized in the financial statements in the proper period. ACCOUNTING ESTIMATES AND MANAGEMENT JUDGMENTS Accounting estimates are an integral part of the financial statements prepared by management and are based on management's knowledge and experience about past and current events and assumptions about future events. Certain accounting estimates are particularly sensitive because of their significance to the financial statements and because of the possibility that future events affecting them may differ significantly from those expected. The most sensitive estimates affecting the financial statements were: • Depreciation — Management's estimates of depreciation expense are based on the estimated useful lives of the assets. • Other Post - Employment Benefit (OPEB) and Pension Liabilities — These obligations are calculated using actuarial methodologies described in GASB Statement Nos. 45 and 68. These actuarial calculations include significant assumptions, including projected changes, healthcare insurance costs, investment returns, retirement ages, proportionate share, and employee turnover. • Land Held for Resale — These assets are stated at the lower of cost or net realizable value based on management's estimates. • Compensated Absences — Management's estimate is based on current rates of pay and sick leave balances. • Allowance for Doubtful Accounts — Management's estimate of the allowance for doubtful accounts is based on historical revenues, historical loss levels, and an analysis of the collectability of individual accounts. We evaluated the key factors and assumptions used by management to develop these estimates in determining that they are reasonable in relation to the basic financial statements taken as a whole. The financial statement disclosures are neutral, consistent, and clear. CORRECTED AND UNCORRECTED MISSTATEMENTS Professional standards require us to accumulate all known and likely misstatements identified during the audit, other than those that are trivial, and communicate them to the appropriate level of management. Where applicable, management has corrected all such misstatements. In addition, none of the misstatements detected as a result of audit procedures and corrected by management, when applicable, were material, either individually or in the aggregate, to each opinion unit's financial statements taken as a whole. -2- DIFFICULTIES ENCOUNTERED IN PERFORMING THE AUDIT We encountered no significant difficulties in dealing with management in performing and completing our audit. DISAGREEMENTS WITH MANAGEMENT For purposes of this report, professional standards define a disagreement with management as a financial accounting, reporting, or auditing matter, whether or not resolved to our satisfaction, that could be significant to the financial statements or the auditor's report. We are pleased to report that no such disagreements arose during the course of our audit. MANAGEMENT REPRESENTATIONS We have requested certain representations from management that are included in the management representation letter dated June 27, 2016. MANAGEMENT CONSULTATIONS WITH OTHER INDEPENDENT ACCOUNTANTS In some cases, management may decide to consult with other accountants about auditing and accounting matters, similar to obtaining a "second opinion" on certain situations. If a consultation involves application of an accounting principle to the City's financial statements or a determination of the type of auditor's opinion that may be expressed on those statements, our professional standards require the consulting accountant to check with us to determine that the consultant has all the relevant facts. To our knowledge, there were no such consultations with other accountants. OTHER AUDIT FINDINGS OR ISSUES We generally discuss a variety of matters, including the application of accounting principles and auditing standards, with management each year prior to retention as the City's auditors. However, these discussions occurred in the normal course of our professional relationship and our responses were not a condition to our retention. OTHER MATTERS We applied certain limited procedures to Management's Discussion and Analysis, the budgetary comparison schedules, and the pension and OPEB - related required supplementary information (RSI) that supplements the basic financial statements. Our procedures consisted of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We did not audit the RSI and do not express an opinion or provide any assurance on the RSI. We were engaged to report on the combining individual fund statements and other supplementary schedules accompanying the financial statements which are not RSI. With respect to this supplementary information, we made certain inquiries of management and evaluated the form, content, and methods of preparing the information to determine that the information complies with accounting principles generally accepted in the United States of America, the method of preparing it has not changed from the prior period, and the information is appropriate and complete in relation to our audit of the financial statements. We compared and reconciled the supplementary information to the underlying accounting records used to prepare the financial statements or to the financial statements themselves. We were not engaged to report on the introductory section and statistical section which accompany the financial statements but are not RSI. We did not audit or perform other procedures on this other information and we do not express an opinion or provide any assurance on it. -3- GOVERNMENTAL FUNDS OVERVIEW This section of the report provides you with an overview of the financial trends and activities of the City's governmental funds, which include the General, special revenue, debt service, and capital project funds. These funds are used to account for the basic services the City provides to all of its citizens, which are financed primarily with property taxes. The governmental fund information in the City's financial statements focuses on budgetary compliance, and the sufficiency of each governmental fund's current assets to finance its current liabilities. PROPERTY TAXES Minnesota cities rely heavily on local property tax levies to support their governmental fund activities. For the 2014 fiscal year, local ad valorem property tax levies provided 39.0 percent of the total governmental fund revenues for cities over 2,500 in population, and 35.5 percent for cities under 2,500 in population. Property tax levies certified by Minnesota cities for 2015 increased about 4.0 percent over 2014, compared to an increase of 1.6 percent the prior year. A one -year levy limit imposed on cities over 2,500 in population for the 2014 levy year was lifted for the 2015 levy year. The total market value of property in Minnesota cities increased about 8.5 percent for the 2015 levy year, following a modest increase of 1.1 percent for levy year 2014 and a four -year trend of declining market values for levy years 2010 through 2013. Market values showed increases across all property categories for 2015, with gains in the market values of residential homestead properties (10.0 percent) and non - homestead residential properties (9.7 percent) outpacing the market value gain of commercial /industrial properties (2.2 percent). Because the assessed valuation used for levying property taxes is based on values from the previous fiscal year (e.g., the market value for taxes payable in 2015 is based on estimated values as of January 1, 2014), market value improvement has lagged behind recent upturns in the housing market and the economy in general. The City's taxable market value decreased 1.5 percent for taxes payable in 2014, but increased 26.0 percent for taxes payable in 2015. The following graph shows the City's changes in taxable market value over the past 10 years: $1,600,000,000 $1,400,000,000 $1,200,000,000 $1,000,000,000 $ 800,000,000 $600,000,000 $400,000,000 $200,000,000 Taxable Market Value 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 -4- Tax capacity is considered the actual base available for taxation. It is calculated by applying the state's property classification system to each property's market value. Each property classification, such as commercial or residential, has a different calculation and uses different rates. Consequently, a city's total tax capacity will change at a different rate than its total market value, as tax capacity is affected by the proportion of the City's tax base that is in each property classification from year -to -year, as well as legislative changes to tax rates. The City's tax capacity for taxes payable in 2014 decreased 2.8 percent and increased 29.6 percent in 2015. The following graph shows the City's change in tax capacities over the past 10 years: $25,000,000 $22,500,000 $20,000,000 $17,500,000 $15,000,000 $12,500,000 $10,000,000 $7,500,000 $ 5,000,000 $2,500,000 Local Tax Capacity 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 The improvement in property tax capacities contributed to decreases to the overall state -wide tax rates for 2015. The following table presents the average tax rates applied to city residents for each of the last two levy years, along with comparative state -wide rates. Rates expressed as a percentage of net tax capacity All Cities State -Wide City of Monticello 2014 2015 2014 2015 Average tax rate City 48.8 46.9 44.7 35.7 County 47.6 44.7 43.4 40.6 School 28.9 27.1 28.3 22.9 Special taxing 7.3 6.9 Total 132.6 125.6 116.4 99.2 Average tax rates have been below state -wide averages for the last few years as a result of improved market values and tax capacities that began to rise in 2013 and continued in fiscal 2015. The increase in market values and local tax capacity in 2015 is related to significant increases to market values at the Xcel power plant. -5- GOVERNMENTAL FUNDS REVENUE AND EXPENDITURES The following table presents the per capita revenue of the City's governmental funds for the past three years, along with state -wide averages. We have included the most recent comparative state -wide averages available from the Office of the State Auditor to provide a benchmark for interpreting the City's data. The amounts received from the typical major sources of governmental fund revenue will naturally vary between cities based on factors such as the City's stage of development, location, size and density of its population, property values, services it provides, and other attributes. It will also differ from year -to -year due to the effect of inflation and changes in the City's operation. Also, certain data on these tables may be classified differently than how they appear on the City's financial statements in order to be more comparable to the state -wide information, particularly in separating capital expenditures from current expenditures. We have designed this section of our management report using per capita data in order to better identify unique or unusual trends and activities of your city. We intend for this type of comparative and trend information to complement, rather than duplicate, information in the Management's Discussion and Analysis. An inherent difficulty in presenting per capita information is the accuracy of the population count, which for most years is based on estimates. The City has generated more property tax revenue for its governmental funds revenue compared to the average Minnesota city. The City continues to generate more tax increment revenue per capita than average, as it has made use of this tool to finance commercial development. The City generates more special assessment revenue (typically used for new development) as the City continues to be in a growth phase. The City's per capita governmental funds revenue for 2015 was $1,358, an increase of about 13.9 percent from the prior year. Special assessments increased $106 per capita as the City received a large amount of assessments from the I -94 Interchange Project in 2015. Intergovernmental revenue increased $60 per capita due to the City receiving increased state highway aid in 2015. Charges for services also increased $26 per capita based on increased rates, more rentals of community spaces, and increased storm sewer trunk charges. These increases were offset by a decrease in other revenues of $32 per capita mainly as a result of a positive market value adjustment in the City's investment portfolio in the prior year compared to the current year. 10 Governmental Funds Revenue per Capita With State -Wide Averages by Population Class State -Wide City of Monticello Year December 31, 2014 2013 2014 2015 Population 2,500- 10,000 10,000- 20,000 20,000 - 100,000 12,964 12,993 13,125 Property taxes $ 427 $ 396 $ 427 $ 616 $ 647 $ 658 Tax increments 26 37 46 75 64 55 Franchise fees and other taxes 32 42 37 25 28 25 Special assessments 59 51 64 159 147 253 Licenses and permits 28 27 41 26 29 35 Intergovernmental revenues 298 264 166 98 56 116 Charges for services 105 82 90 142 131 157 Other 66 72 65 40 91 59 Total revenue $ 1,041 $ 971 $ 936 $ 1,181 $ 1,193 $ 1,358 The City has generated more property tax revenue for its governmental funds revenue compared to the average Minnesota city. The City continues to generate more tax increment revenue per capita than average, as it has made use of this tool to finance commercial development. The City generates more special assessment revenue (typically used for new development) as the City continues to be in a growth phase. The City's per capita governmental funds revenue for 2015 was $1,358, an increase of about 13.9 percent from the prior year. Special assessments increased $106 per capita as the City received a large amount of assessments from the I -94 Interchange Project in 2015. Intergovernmental revenue increased $60 per capita due to the City receiving increased state highway aid in 2015. Charges for services also increased $26 per capita based on increased rates, more rentals of community spaces, and increased storm sewer trunk charges. These increases were offset by a decrease in other revenues of $32 per capita mainly as a result of a positive market value adjustment in the City's investment portfolio in the prior year compared to the current year. 10 The expenditures of governmental funds will also vary from state -wide averages and from year -to -year, based on the City's circumstances. Expenditures are classified into three types as follows: • Current — These are typically the general operating type expenditures occurring on an annual basis, and are primarily funded by general sources such as taxes and intergovernmental revenues. • Capital Outlay and Construction — These expenditures do not occur on a consistent basis, more typically fluctuating significantly from year -to -year. Many of these expenditures are project- oriented, and are often funded by specific sources that have benefited from the expenditure, such as special assessment improvement projects. • Debt Service — Although the expenditures for debt service may be relatively consistent over the term of the respective debt, the funding source is the important factor. Some debt may be repaid through specific sources such as special assessments or redevelopment funding, while other debt may be repaid with general property taxes. The City's expenditures per capita of its governmental funds for the past three years, together with state -wide averages, are presented in the following table: The City's governmental funds current per capita expenditures are higher than state -wide averages for cities in the same population class. The City's per capita expenditures for capital outlay and construction will vary on a yearly basis depending on current, ongoing capital projects. Debt service costs are significantly higher than other cities state -wide due to the stage of development of the City. -7- Governmental Funds Expenditures per Capita With State -Wide Averages by Population Class State -Wide City of Monticello Year December 31, 2014 2013 2014 2015 Population 2,500- 10,000 10,000- 20,000 20,000- 100,000 12,964 12,993 13,125 Current General government $ 131 $ 104 $ 87 $ 122 $ 112 $ 112 Public safety 248 237 254 139 142 150 Street maintenance and lighting 121 119 114 132 138 132 Recreation and culture 86 101 92 191 184 200 All other 69 89 98 117 124 140 655 650 645 701 700 734 Capital outlay and construction 357 278 276 105 171 171 Debt service Principal 180 163 115 408 416 383 Interest and fiscal charges 54 40 34 72 51 49 234 203 149 480 467 432 Total expenditures $ 1,246 $ 1,131 $ 1,070 $ 1,286 $ 1,338 $ 1,337 The City's governmental funds current per capita expenditures are higher than state -wide averages for cities in the same population class. The City's per capita expenditures for capital outlay and construction will vary on a yearly basis depending on current, ongoing capital projects. Debt service costs are significantly higher than other cities state -wide due to the stage of development of the City. -7- GOVERNMENTAL FUND BALANCES The following table summarizes the changes in the fund balances of the City's governmental funds during the years ended December 31, 2014 and 2015, presented both by fund balance classification and by fund: Governmental Fund Changes in Fund Balance Fund balances of governmental funds Total by classification Nonspendable Restricted Assigned Unassigned Total governmental funds Total by fund Major funds General Community Center Economic Development Authority Debt Service Capital Projects Nonmajor funds Total governmental funds Fund Balance as of December 31, 2014 2015 $ 1,941,414 10,453,449 7,321,744 4,204,731 $ 4,373,045 8,619,905 11,109,806 4,873,494 Increase (Decrease) $ 2,431,631 (1,833,544) 3,788,062 668,763 $ 23,921,338 $ 28,976,250 $ 5,054,912 $ 4,331,058 440,824 6,911,674 3,919,070 2,895,619 5,423,093 $ 23,921,338 $ 4,986,796 629,442 6,562,865 5,382,214 5,392,213 6,022,720 $ 28,976,250 $ 655,738 188,618 (348,809) 1,463,144 2,496,594 599,627 $ 5,054,912 As reflected in the table above, total governmental fund balance increased by $5,054,912. The increase was largely due to the increase in fund balance in the Capital Projects Fund from unspent bond proceeds and Debt Service Fund, mainly from transfers to these funds from enterprise funds. In GENERAL FUND The City's General Fund accounts for the financial activity of the basic services provided to the community. The primary services included within this fund are the administration of the municipal operations, police and fire protection, building inspection, streets and highway maintenance, and recreation and culture. The following graph displays the City's General Fund trends of financial position and changes in the volume of financial activity. Fund balance and cash balance are typically used as indicators of financial health or equity, while annual expenditures are often used to measure the size of the operation. $8,500,000 $8,000,000 $7,500,000 $7,000,000 $6,500,000 $6,000,000 $5,500,000 $5,000,000 $4,500,000 $4,000,000 $3,500,000 $3,000,000 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $ 500,000 General Fund Financial Position Year Ended December 31, 2006 2007 2008 2009 2010 2011 2012 �FundBalance Cash Balance 2013 2014 2015 Expenditures The City's General Fund cash and investments balance at December 31, 2015 was $5,649,254, which increased $1,010,048 from 2014. Total fund balance at December 31, 2015 was $4,986,796, up $655,738. This fund balance level represents approximately 74.3 percent of the City's annual General Fund expenditures, based on 2015 expenditure levels. The City's adopted fund balance policy requires that the City set aside fund balance to represent 45 percent of expenditures for working capital and contingencies. Having an appropriate fund balance is an important factor because a government, like any organization, requires a certain amount of equity to operate. Generally, the amount of equity required typically increases as the size of the operation increases. A healthy financial position also allows the City to avoid volatility in tax rates; helps minimize the impact of state funding changes; allows for the adequate and consistent funding of services, repairs, and unexpected costs; and can be a factor in determining the City's bond rating and resulting interest costs. M The following illustrations provide you with the components of the City's General Fund revenue compared to budget for 2015: Property Taxes Licenses and Permits Intergovernmental Charges for Services Other General Fund Revenue Budget to Actual p6) z �p pZZ ��� ��) pS9 pZZ poz pzz poz pzz 0o0 Zp, oZp, 9Zp, ��0, ���p, �ZZ ��pp, �ZZ ■ Budget ❑ Actual Total General Fund revenues for 2015 were $7,637,646, which was $391,646 (5.4 percent) over the final budget. As reflected in the table above, other revenues were over budget by $109,680, which was mainly due to small amounts over budget spread across many categories. Licenses and permits revenue also exceeded budgeted amounts by $139,869 as a result of conservative budgeting in the revenue category. The following graph presents the City's General Fund revenue sources for the last five years. $6,000,000 $5,600,000 $ 5,200,000 $4,800,000 $4,400,000 $4,000,000 $3,600,000 $3,200,000 $2,800,000 $2,400,000 $2,000,000 $1,600,000 $1,200,000 $ 800,000 $400,000 General Fund Revenue by Source Year Ended December 31, Taxes Intergovernmental Other ■ 2011 ■ 2012 ■ 2013 ❑ 2014 ■ 2015 The graph reflects the City's increasing reliance on taxes to finance its General Fund operations. Overall, General Fund revenues increased $518,644 (7.3 percent) from the previous year. Property taxes increased $378,297 due to an increase in the General Fund tax levy. Other revenues increased $106,359, mainly due to an increased dividend received from the League of Minnesota Cities Insurance Trust in 2015. -10- The following graphs illustrate the components of General Fund spending for 2015 compared to budget: General Governmental Public Safety Public Works Recreation and Culture Other General Fund Expenditures Budget to Actual 000 000 000 000 000 000 000 000 000 000 000 �OO,�00,�00,�00, X000, ��OO, ��OO, ��OO, �-zO, 000, goo, ■ Budget ■ Actual Total General Fund expenditures for 2015 were $6,715,369, which was $366,561 (5.2 percent) under budget. The public works area was under budget by $314,949, mainly in street repairs. Recreation and culture was under budget by $73,552, mainly within park operations. The following illustrations provide you with the components of the City's General Fund spending by function for the past five years: $2,000,000 $1,750,000 $1,500,000 $1,250,000 $1,000,000 $750,000 $ 500,000 $ 250,000 General Fund Expenditures by Function Year Ended December 31, General Public Safety Public Works Recreation and Other Governmental Culture ■ 2011 ■ 2012 ■ 2013 ❑ 2014 ■ 2015 Overall, General Fund expenditures increased $305,862 (4.8 percent) from the prior year. Recreation and culture expenditures increased $171,707, which was mainly due to increased spending for trail repairs. Additionally, public safety expenditures increased $127,913 due to an increase in the monthly charge for police services. -11- ENTERPRISE FUNDS OVERVIEW The City maintains several enterprise funds to account for services the City provides that are financed primarily through fees charged to those utilizing the service. This section of the report provides you with an overview of the financial trends and activities of the City's enterprise funds, which includes the Water Utility, Sewage Utility, Liquor Operations, Fiber Optics, and Deputy Registrar Funds. ENTERPRISE FUNDS FINANCIAL POSITION The following table summarizes the changes in the financial position of the City's enterprise funds during the years ended December 31, 2014 and 2015, presented both by classification and by fund: Enterprise Funds Change in Financial Position Net position of enterprise funds Total by classification Net investment in capital assets Unrestricted Total enterprise funds Total by fund Water Sewage Liquor Fiber Optics Deputy Registrar Total enterprise funds Net Position as of December 31, 2014 2015 Increase (Decrease) $ 42,117,264 $ 40,722,087 $ (1,395,177) 9,112,037 8,136,000 (976,037) $ 51,229,301 $ 48,858,087 $ (2,371,214) $ 14,901,305 $ 14,328,760 $ (572,545) 20,761,130 19,813,546 (947,584) 987,433 905,806 (81,627) 14,198,557 13,400,141 (798,416) 380,876 409,834 28,958 $ 51,229,301 $ 48,858,087 $ (2,371,214) In total, the net position of the City's enterprise funds decreased by $2,371,214 during the year ended December 31, 2015. This change was a combination of a decline in net position of $1,168,932 in the current year and the recording of a change in accounting principle as described in other areas of this report that decreased beginning net position by $1,202,282. The Sewage Fund and Fiber Optics Fund operated at net losses as expenses exceeded revenues, while the City continues to push these funds to be sustainable on their own. -12- WATER ENTERPRISE FUND The following graph presents 10 years of comparative operating results for the City's Water Enterprise Fund: $1,400,000 $1,300,000 $1,200,000 $1,100,000 $1,000,000 $900,000 $800,000 $700,000 $ 600,000 $500,000 $400,000 $300,000 $200,000 $100,000 Water Enterprise Fund Year Ended December 31, 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 o Operating Revenue Operating Expense Operating Income Before Depreciation At December 31, 2015, the Water Enterprise Fund had a cash balance of $4,406,268 and a net position balance of $14,328,760. Net position consisted of $9,662,761 in net investment in capital assets and $4,665,999 in unrestricted net position. Operating revenue in the Water Enterprise Fund is $1,126,718, an increase of $9,492 from the prior year while operating expenses for 2015 were $1,105,230, an increase of $19,224. It is important that this fund continue to have positive operating results so as not to place an additional burden on other city funds. It is also important that the City continue to monitor water rates so that they are designed to also provide for future repairs and replacement of the infrastructure assets. -13- SEWAGE ENTERPRISE FUND The following graph presents 10 years of comparative operating results for the City's Sewage Enterprise Fund: $2,800,000 $2,600,000 $2,400,000 $2,200,000 $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 $(200,000) Sewage Enterprise Fund Year Ended December 31, 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 o Operating Revenue Operating Expense Operating Income (Loss) Before Depreciation At December 31, 2015, the Sewage Enterprise Fund had a cash balance of $2,200,605 and a net position balance of $19,813,546. Net position consisted of $17,321,768 in net investment in capital assets and $2,491,778 of unrestricted net position. Sewage Enterprise Fund operating revenues for 2015 were $2,083,122, which is $1,462 more than the previous year. Operating expenses for 2015 were $2,582,554, which decreased $94,175 from 2014. This decrease is due to less spending for waste water treatment plant services compared to those in the previous year. It is important that this fund have positive operating results so as not to place an additional burden on other city funds. It is also important that the City continue to monitor sewage rates so they are designed to also provide for future repairs and replacement of infrastructure assets. -14- LIQUOR ENTERPRISE FUND The following graph presents 10 years of comparative operating results for the Liquor Enterprise Fund: $ 5,600,000 $ 5,200,000 $4,800,000 $4,400,000 $4,000,000 $3,600,000 $3,200,000 $2,800,000 $2,400,000 $2,000,000 $1,600,000 $1,200,000 $800,000 $400,000 Liquor Enterprise Fund Year Ended December 31, 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 D Sales � Cost of Sales � Operating Expenses Operating Income (Loss) The Liquor Enterprise Fund ended 2015 with a net position balance of $905,806, an increase of $275,808 from the prior year. Of the net position balance, $217,867 represents the investment in liquor capital assets, leaving $687,939 of unrestricted net position. Liquor sales for 2015 were $5,489,430, an increase of $323,693 (6.3 percent) from last year. Sales have steadily increased over the last several years, increasing by about 51.7 percent since 2006. The Liquor Enterprise Fund generated a gross profit of $1,519,843 in 2015, or about 27.7 percent, of gross sales. The Liquor Enterprise Fund's gross profit margin increased significantly when compared to prior years. Operating expenses for 2015 were $801,545, an increase of $106,978 from last year due to increased personal services and materials and supplies to meet the demand of consumers. -15- FIBER OPTICS ENTERPRISE FUND The following graph presents six years of comparative operating results for the Fiber Optics Enterprise Fund: $4,000,000 $3,500,000 $3,000,000 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 $ (500,000) $(1,000,000) $(1,500,000) Fiber Optics Enterprise Fund Year Ended December 31, 2010 2011 2012 2013 2014 2015 D Operating Revenue Operating Expense Operating Income (Loss) Before Depreciation At December 31, 2015, the Fiber Optics Enterprise Fund had a cash balance of $341,721 and a net position balance of $13,400,141. Net position consisted of $13,475,112 in net investment in capital assets and a deficit of $74,971 as unrestricted net position. Operating revenue in this fund was $1,642,403, a decrease of $119,575, or 6.8 percent, in 2015. Operating expenses declined $381,292 in fiscal 2015. This was mainly due to no bond settlement charges in fiscal 2015 as there was in 2014 for the extinguishment of debt. The operating loss before depreciation in this fund during this year was $367,607. This was an improvement of $238,569 in the current year, mostly related to decreased operating expenses as previously discussed. As a result of improved but still poor operating results, we recommend the City continue to monitor the financial results of this fund. The continued monitoring of this fund would include a discussion on how the current financial results compare to the future strategic plan for this fund. Most importantly, the future strategic plan should continue to include a discussion on the impact this fund is having on the overall financial health of the City, including what impact the changes made to the plan are expected to have on the City as a whole in the short-term but also over the long -term. -16- DEPUTY REGISTRAR ENTERPRISE FUND The following graph presents eight years of comparative operating results for the City's Deputy Registrar Enterprise Fund: $550,000 $500,000 $450,000 $400,000 $350,000 $300,000 $250,000 $200,000 $150,000 $100,000 $50,000 Deputy Registrar Fund Year Ended December 31, 2008 2009 2010 2011 2012 2013 2014 2015 o Operating Revenue Operating Expense Operating Income (Loss) before depreciation At December 31, 2015, the Deputy Registrar Enterprise Fund had a cash balance of $598,017 and a net position balance of $409,834. Net position consisted of $44,579 in net investment in capital assets and $365,255 of unrestricted net position. Deputy Registrar Enterprise Fund operating revenues for 2015 were $535,931, which is $38,133 more than the previous year, mostly due to an increase in charges for services. Operating expenses for 2015 were $318,686, which is $15,977 higher than 2014. As shown in the above graph, operating income before depreciation has been steadily increasing over the past several years. -17- GOVERNMENT -WIDE FINANCIAL STATEMENTS In addition to fund -based information, the current reporting model for governmental entities also requires the inclusion of two government -wide financial statements designed to present a clear picture of the City as a single, unified entity. These government -wide statements provide information on the total cost of delivering services, including capital assets and long -term liabilities. STATEMENT OF NET POSITION The Statement of Net Position essentially tells you what your city owns and owes at a given point in time, the last day of the fiscal year. Theoretically, net position represents the resources the City has leftover to use for providing services after its debts are settled. However, those resources are not always in spendable form, or there may be restrictions on how some of those resources can be used. Therefore, net position is divided into three components: net investment in capital assets, restricted, and unrestricted. The following table presents the components of the City's net position as of December 31, 2014 and 2015, for governmental activities and business -type activities: December 31, Increase 2014 2015 (Decrease) Net position Governmental activities Net investment in capital assets $ 48,253,810 $ 38,099,568 $ (10,154,242) Restricted 10,453,449 12,633,770 2,180,321 Unrestricted 14,792,521 18,144,067 3,351,546 Total governmental activities 73,499,780 68,877,405 (4,622,375) Business -type activities Net investment in capital assets 42,117,264 40,722,087 (1,395,177) Unrestricted 9,121,952 8,163,982 (957,970) Total business -type activities 51,239,216 48,886,069 (2,353,147) Total net position $ 124,738,996 $ 117,763,474 $ (6,975,522) The City's total net position at December 31, 2015 was $6,975,522 lower than the prior year. Of the decrease, $4,622,375 came from governmental activities and $2,353,147 from business -type activities. The change in the table above is a combination of a decline in net position of $3,753,844 in fiscal 2015 and a change in accounting principle for reporting the City's participation in the Public Employees Retirement Association and the Monticello Fire Relief Association pension plan that reduced beginning unrestricted net position by $3,221,678. During the year ended December 31, 2015, the City also recorded a contribution of land to Wright County around the Bertram Chain of Lakes totaling $5,511,547. In STATEMENT OF ACTIVITIES The Statement of Activities tracks the City's yearly revenues and expenses, as well as any other transactions that increase or reduce total net positions. These amounts represent the full cost of providing services. The Statement of Activities provides a more comprehensive measure than just the amount of cash that changed hands, as reflected in the fund -based financial statements. This statement includes the cost of supplies used, depreciation of long -lived capital assets, and other accrual -based expenses. The following table presents the change in net position of the City for the years ended December 31, 2015 (including the change in accounting principle discussed previously) and 2014: General revenues Property taxes Net Change 8,683,585 Tax increments 2014 2015 Net (expense) revenue 357,409 333,484 Governmental activities 27,502 — General government $ (1,308,098) $ (1,233,638) Public safety (1,531,029) (1,284,810) Public works (3,335,479) (2,456,534) Sanitation (469,571) (563,477) Transit (10,000) (40,000) Recreation and culture (1,180,833) (1,645,565) Economic development (1,084,620) (1,533,222) Interest on long -term debt (649,854) (688,855) Business -type activities — (3,221,678) Water 113,635 292,437 Sewer (273,360) 607,783 Liquor 596,393 725,707 Fiber optic (1,157,192) (894,058) Deputy registrar 197,562 221,963 Total net (expense) revenue (10,092,446) (8,492,269) General revenues Property taxes 8,393,374 8,683,585 Tax increments 826,363 727,617 Franchise taxes 357,409 333,484 General aids and grants 27,502 — Investment earnings 1,184,104 386,656 Other general revenues 217,643 — Gain on sale of capital assets — 118,630 Special item — gain on extinguishment of debt 20,990,451 — Special item — contribution of land to Wright County — (5,511,547) Total general revenues 31,996,846 4,738,425 Change in net position 21,904,400 (3,753,844) Net position — beginning of year, as previously reported 102,834,596 124,738,996 Change in accounting principle — (3,221,678) Net position — beginning of year, as restated 102,834,596 121,517,318 Net position — end of year $ 124,738,996 $ 117,763,474 One of the goals of this statement is to provide a side -by -side comparison to illustrate the difference in the way the City's governmental and business -type operations are financed. The table clearly illustrates the dependence of the City's governmental operations on general revenues, such as property taxes and unrestricted grants. It also shows if the City's business -type activities are generating sufficient program revenues (service charges and program- specific grants) to cover expenses. This is critical given the current downward pressures on the general revenue sources. -19- LEGISLATIVE UPDATES Despite the 2015 legislative session beginning with a projected budget excess of $1.87 billion for the 2016 -2017 biennium, the most favorable budget forecast in over a decade, little was accomplished during the regular legislative session due to partisan disagreement. The regular session adjourned without the Legislature bringing forth a number of significant funding bills, including the Omnibus Legacy Bill (funding for outdoor heritage, clean water, parks and trails, arts, and cultural heritage) and a bonding bill for capital projects. The Governor subsequently vetoed a number of other funding bills, including the Omnibus E -12 Education Bill due to the Legislature not addressing his demand for a universal preschool provision. Eventually, a one -day special session produced funding bills for E -12 education, jobs and energy, Legacy programs, environment and agriculture, and capital investment. The following is a summary of recent legislation affecting Minnesota cities in 2015 and into the future: Local Government Aid (LGA) — The Legislature completely overhauled the LGA formula for fiscal year 2014 and thereafter, creating a three- tiered formula that includes separate "need factor" calculations for cities with populations under 2,500, between 2,500 and 10,000, or over 10,000. The new formula simplified the LGA calculation, and reduced the volatility of the LGA distribution by limiting the amount it may decline in a given year. Beginning in 2015, any reduction to a city's calculated LGA distribution will be limited to the lesser of $10 per capita, or 5 percent of their previous year net tax levy. For cities that gain under the new formula, the increases will be distributed proportionate to their unmet need, as determined by the new "need factor" calculations. The state -wide LGA appropriation was $516.9 million for fiscal 2015, and is $519.4 million for fiscal 2016 and thereafter. Sales Tax Exemption — Cities (both home -rule and statutory) were exempted from paying sales tax on qualifying purchases, effective for purchases made on or after January 1, 2014. Purchases of goods or services by an exempt local government for a publicly - provided liquor store, gas or electric utility, golf course, marina, campground, cafe, laundromat, solid waste hauling or recycling operation, or landfill will remain taxable. The 2014 Legislature extended the definition of tax exempt local government to include all special district; city, county, or township instrumentalities; economic development authorities; housing and redevelopment authorities; and all joint power boards or organizations. However, the effective date of this expanded exemption list was delayed until January 1, 2017 by the 2015 Legislature. Omnibus Bonding Bill — The Legislature approved a scaled -down Omnibus Bonding Bill during the special session, authorizing approximately $370 million in capital improvements. Included in the funding approved was $172.5 million for transportation infrastructure, $23.5 million for flood hazard mitigation, $10 million for Public Financing Agency (PFA) grants to municipalities for wastewater infrastructure, and $1.5 million to the Metropolitan Council for inflow and infiltration improvement grants to metro area cities. Legacy Funding — The Legacy bill included $9.25 million annually to finance grants for city water infrastructure improvements through the PFA. It also included $17.25 million annually to fund "SCORE" block grants to counties for recycling and waste reduction (a portion of which is passed through to cities) and $1 million of annual funding for a new grant program to establish or improve recycling programs in non -metro area cities. Broadband Initiative — The Omnibus Jobs and Energy Bill passed in the special session included $10.6 million to finance the Border -to- Border Broadband Grant Program, a one -time appropriation available until June 30, 2017. -20- Municipal State -Aid Streets — Included in the Omnibus Transportation Bill were annual funding allocations for municipal state -aid streets of $107.7 million for fiscal 2016 and $178.1 million for fiscal 2017, which represents an increase of approximately $41 million over the previous biennium. Small Cities Assistance Account — A one -time appropriation of $12.5 million was provided to create a new Small Cities Assistance Account to assist with construction and maintenance of roads located within eligible cities, defined as a statutory or home -rule charter city that does not receive municipal state aid street financing (generally those with a population under 5,000). The aid will be distributed to eligible cities biannually in each year funds are available based on the following formula: 5 percent equally to all eligible cities; 35 percent allocated proportionately on each city's share of lane miles to the total for all eligible cities; 35 percent allocated proportionately on each city's population to the total for all eligible cities; and 25 percent allocated proportionately on each city's state -aid adjustment factor to the total for all eligible cities. Workforce Housing Grant Program — The Omnibus Jobs and Energy Bill included annual funding of $2 million for fiscal 2016 and 2017 for a new Workforce Housing Grant Program. Eligible cities can use the grants to develop "market rate residential rental property" to serve employees of businesses located in the eligible project areas. The maximum grant award may not exceed 25 percent of the rental housing development project cost; and awards must be matched by a local unit of government, business, or nonprofit organization with $1 for each $2 of grant funding. Automated License Plate Reader (ALPR) Policy — Law enforcement agencies that utilize ALPRs are required to establish policies governing their use that are consistent with statutory guidelines. The Legislature placed limitations on the type of data that can be collected using ALPRs, and clarified the circumstances under which that data is considered public or private. A limitation of 60 days was established for the retention of data collected by ALPR not related to an active criminal investigation. Standards were established for the sharing of ALPR data between law enforcement agencies. Elections — The Elections Omnibus Bill made numerous changes to elections administration laws, including requirements for filing fees for statutory cities, ballot formatting and marking, absentee ballots, and election recounts. Energy Conservation Measures — The Uniform Municipal Contracting Law was amended to add water metering devices that increase efficiency to the definition of energy conservation measures, enabling municipalities to enter into guaranteed energy savings contracts for the use of water metering devices. Responsible Contractor Requirement — The "responsible contractor" law enacted by the 2014 Legislature became effective on January 1, 2015. Contractors who bid on public contracts in excess of $50,000 are now required to certify that they are a "responsible bidder" in order to be awarded a contract as the lowest responsible bidder or best value alternative. The 2015 Legislature made several clarifications and modifications to the law, including: exempting design professionals and materials suppliers from the requirements; making motor carriers subject to the requirements and establishing a separate verification standard for them; excluding tax increment financing revenue from the value of a construction contract under the law; and allowing general contractors to submit bids without obtaining verification from all subcontractors that bid on the project (the successful prime contractor must submit a supplemental verification under oath prior to the execution of the contract). Appraisal Requirements for Eminent Domain — Effective July 1, 2015, the appraisal requirements for the acquisition of property by eminent domain are changed to require the acquiring entity to obtain at least one appraisal for the property proposed to be acquired only if the acquisition value is greater than $25,000. For acquisitions less than $25,000, the acquiring entity may obtain a minimum damage acquisition report in lieu of an appraisal. -21- Firefighter Employment Provisions and Volunteer Benefits — The Omnibus Public Safety Finance and Policy Bill made a number of changes related to firefighters, including: allowing relief association dues as a voluntarily payroll deduction, allowing volunteer firefighters to be paid less frequently than every 31 days, requiring the licensure of all full -time firefighters by the State Board of Firefighter Training and Education, and expanding "continued employer health insurance benefits" to include dependents of volunteer firefighters killed in the line of duty. Police and Firefighter Retirement Supplemental State Aid — The volunteer firefighter portion of the Police and Firefighter Retirement Supplemental State Aid Program was made permanent. The minimum obligation of municipalities to an associated relief association special fund is now reduced by the amount of both fire state aid and police and firefighter retirement supplemental state aid. Police and firefighter retirement supplemental state aid is also added to the calculation of the exception to municipal ratification requirement for lump -sum plans. Pensions — A number of changes to the pension plans administered by the Public Employees Retirement Association (PERA) were adopted, effective June 30, 2015, including: • The future interest rate actuarial assumption for the PERA General Plan and PERA Police and Fire Plan are changed from 8.5 percent to 8.0 percent for actuarial valuations prepared after June 30, 2015. • The refund repayment interest rate and prior service credit purchase payment determination rate for the PERA General Plan and PERA Police and Fire Plan are also changed from 8.5 percent to 8.0 percent. • The CPI -based post- retirement adjustment mechanism for the PERA Police and Fire Plan is replaced with a flat 2.5 percent increase when the plan reaches a 90 percent funding level. • The contribution stabilizer mechanisms applicable to the PERA General Plan are revised, broadening the factors the plan's Board of Trustees may consider before recommending an increase in the plan contribution rates. • Definitions of salary, termination of service, allowable service, retirement, and volunteer firefighter were revised for all applicable PERA plans. • Changes in eligibility, service pension levels, ancillary benefits, and service time calculations were made to the PERA Statewide Volunteer Firefighter Plan, lump sum retirement division. A change was also made to create a "monthly benefit retirement division" within this plan to facilitate the transfer of individual volunteer firefighter association monthly benefit plans to the statewide plan. • A number of administrative language changes were made to complete the merger of the Minneapolis Employees Retirement Fund into the PERA General Plan, which was effective January 1, 2015. -22- ACCOUNTING AND AUDITING UPDATES GASB STATEMENT NO. 72, FAIR VAL UE MEASURE AND APPLICATION The primary objective of this statement is to address accounting and financial reporting issues related to fair value measurements. Fair value is the price that would be received to sell an asset or paid to transfer a liability in an orderly transaction between market participants at the measurement date. This statement provides guidance for determining a fair value measurement for financial reporting purposes. It also provides guidance for applying fair value to certain investments and disclosures related to all fair value measurements. This statement generally requires investments to be measured at fair value. An investment is defined as a security or other asset that (a) a government holds primarily for the purpose of income or profit and (b) has a present service capacity based solely on its ability to generate cash or to be sold to generate cash. This statement is effective for financial statements for fiscal years beginning after June 15, 2015. Earlier application is encouraged. GASB STATEMENT NO. 73, ACCOUNTING AND FINANCIAL REPORTING FOR PENSIONS AND RELATED ASSETS THAT ARE NOT WITHIN THE SCOPE OF GASB STATEMENT 68, AND AMENDMENTS TO CERTAINPROVISIONS OF GASB STATEMENTS 67 AND 68 The objective of this statement is to improve the usefulness of information about pensions included in financial statements of state and local governments for making decisions and assessing accountability. This statement also clarifies the application of certain provisions of GASB Statement Nos. 67 and 68 regarding 10 -year schedules of required supplementary information (RSI) and other recognition issues pertaining to employers and nonemployer contributing entities. These changes will improve financial reporting by establishing a single framework for the presentation of information about pensions, enhancing comparability for similar information reported by employers and nonemployer contributing entities. The requirements of this statement that address accounting and financial reporting by employers and governmental nonemployer contributing entities for pensions not within the scope of GASB Statement No. 68 are effective for financial statements for fiscal years beginning after June 15, 2016, and the requirements of this statement that address financial reporting for assets accumulated for purposes of providing those pensions are effective for fiscal years beginning after June 15, 2015. The requirements of this statement for pension plans that are within the scope of GASB Statement No. 67 or for pensions that are within the scope of GASB Statement No. 68 are effective for fiscal years beginning after June 15, 2015. Earlier application is encouraged. GASB STATEMENT NO. 74, FINANCIAL REPORTING FOR POSTEMPLOYMENT BENEFIT PLANS OTHER THAN PENSION PLANS The objective of this statement is to improve the usefulness of information about post - employment benefits other than pensions (other post - employment benefits [OPEB]). This statement replaces GASB Statement Nos. 43 and 57. It also includes requirements for defined contribution OPEB plans that replace the requirements for those OPEB plans in GASB Statement Nos. 25, 43, and 50. GASB Statement No. 75, Accounting and Financial Reporting for Postemployment Benefits Other Than Pensions, establishes new accounting and financial reporting requirements for governments whose employees are provided with OPEB, as well as for certain nonemployer governments that have a legal obligation to provide financial support for OPEB provided to the employees of other entities. -23- This statement will improve financial reporting primarily through enhanced note disclosures and schedules of RSI that will be presented by OPEB plans administered through trusts meeting the specified criteria. The new information will enhance the decision - usefulness of the financial reports of those OPEB plans, their value for assessing accountability, and their transparency by providing information about measures of net OPEB liabilities and explanations of how and why those liabilities changed from year -to -year. The net OPEB liability information, including ratios, will offer an up -to -date indication of the extent to which the total OPEB liability is covered by the fiduciary net position of the OPEB plan. The comparability of the reported information for similar types of OPEB plans will be improved by the changes related to the attribution method used to determine the total OPEB liability. The contribution schedule will provide measures to evaluate decisions related to the assessment of contribution rates in comparison with actuarially determined rates, if such rates are determined. In addition, new information about rates of return on OPEB plan investments will inform financial report users about the effects of market conditions on the OPEB plan's assets over time and provide information for users to assess the relative success of the OPEB plan's investment strategy and the relative contribution that investment earnings provide to the OPEB plan's ability to pay benefits to plan members when they come due. This statement is effective for financial statements for fiscal years beginning after June 15, 2016. Earlier application is encouraged. GASB STATEMENT NO. 75, ACCOUNTING AND FINANCIAL REPORTING FOR POSTEMPLOYMENT BENEFITS OTHER THANPENSIONS The primary objective of this statement is to improve accounting and financial reporting by state and local governments for post- employment benefits other than pensions (OPEB). It also improves information provided by state and local governmental employers about financial support for OPEB that is provided by other entities. This statement replaces the requirements of GASB Statement Nos. 45 and 57. GASB Statement No. 74 establishes new accounting and financial reporting requirements for OPEB plans. This statement establishes standards for recognizing and measuring liabilities, deferred outflows of resources, deferred inflows of resources, and expense /expenditures. For defined benefit OPEB, this statement identifies the methods and assumptions that are required to be used to project benefit payments, discount projected benefit payments to their actuarial present value, and attribute that present value to periods of employee service. Note disclosure and RSI requirements about defined benefit OPEB also are addressed. This statement is effective for fiscal years beginning after June 15, 2017. Earlier application is encouraged. Similar to changes implemented for pensions, this statement requires the liability of employers and nonemployer contributing entities to employees for defined benefit OPEB (net OPEB liability) to be measured as the portion of the present value of projected benefit payments to be provided to current active and inactive employees that is attributed to those employees' past periods of service (total OPEB liability), less the amount of the OPEB plan's fiduciary net position. GASB STATEMENT NO. 77, TAX ABATEMENT DISCLOSURES This statement requires disclosure of tax abatement information about (1) a reporting government's own tax abatement agreements, and (2) those that are entered into by other governments and that reduce the reporting government's tax revenues. Tax abatements are widely used by state and local governments, particularly to encourage economic development. For financial reporting purposes, this statement defines a tax abatement as resulting from an agreement between a government and an individual or entity in which the government promises to forgo tax revenues and the individual or entity promises to subsequently take a specific action that contributes to economic development or otherwise benefits the government or its citizens. -24- The requirements of this statement improve financial reporting by giving users of financial statements essential information that is not consistently or comprehensively reported to the public at present. Disclosure of information about the nature and magnitude of tax abatements will make these transactions more transparent to financial statement users. As a result, users will be better equipped to understand (1) how tax abatements affect a government's future ability to raise resources and meet its financial obligations, and (2) the impact those abatements have on a government's financial position and economic condition. The requirements of this statement are effective for financial statements for periods beginning after December 15, 2015. Earlier application is encouraged. GASB STATEMENT NO. 78, PENSIONS PROVIDED THROUGH CERTAIN MULTIPLE- EMPLOYER DEFINED BENEFIT PENSION PLANS The objective of this statement is to address a practice issue regarding the scope and applicability of GASB Statement No. 68, Accounting and Financial Reporting for Pensions —an amendment of GASB Statement No. 27. This issue is associated with pensions provided through certain multiple - employer defined benefit pension plans and to state or local governmental employers whose employees are provided with such pensions. Prior to the issuance of this statement, the requirements of GASB Statement No. 68 applied to the financial statements of all state and local governmental employers whose employees are provided with pensions through pension plans that are administered through trusts that meet the criteria in paragraph 4 of GASB Statement No. 68. This statement amends the scope and applicability of GASB Statement No. 68 to exclude pensions provided to employees of state or local governmental employers through a cost - sharing, multiple - employer defined benefit pension plan that (1) is not a state or local governmental pension plan, (2) is used to provide defined benefit pensions both to employees of state or local governmental employers and to employees of employers that are not state or local governmental employers, and (3) has no predominant state or local governmental employer (either individually or collectively with other state or local governmental employers that provide pensions through the pension plan). This statement establishes requirements for recognition and measurement of pension expense, expenditures, and liabilities; note disclosures; and RSI for pensions that have the characteristics described above. The requirements of this statement are effective for reporting periods beginning after December 15, 2015. Early application is encouraged. GASB STATEMENT NO. 79, CERTAIN EXTERNAL INVESTMENT POOLS AND POOL PARTICIPANTS This statement establishes criteria for an external investment pool to qualify for making the election to measure all of its investments at amortized cost for financial reporting purposes. An external investment pool qualifies for that reporting if it meets all of the applicable criteria established in this statement. The specific criteria address (1) how the external investment pool transacts with participants; (2) requirements for portfolio maturity, quality, diversification, and liquidity; and (3) calculation and requirements of a shadow price. Significant noncompliance prevents the external investment pool from measuring all of its investments at amortized cost for financial reporting purposes. If an external investment pool meets the criteria in this statement and measures all of its investments at amortized cost, the pool's participants also should measure their investments in that external investment pool at amortized cost for financial reporting purposes. If an external investment pool does not meet the criteria in this statement, the pool's participants should measure their investments in that pool at fair value. This statement establishes additional note disclosure requirements for qualifying external investment pools that measure all of their investments at amortized cost for financial reporting purposes and for governments that participate in those pools. Those disclosures for both the qualifying external investment pools and their participants include information about any limitations or restrictions on participant withdrawals. The requirements of this statement are effective for reporting periods beginning after June 15, 2015, except for certain provisions on portfolio quality, custodial credit risk, and shadow pricing. Those provisions are effective for reporting periods beginning after December 15, 2015. Earlier application is encouraged. -25- GASB STATEMENT NO. 80, BLENDING REQUIREMENTS FOR CERTAIN COMPONENT UNITS -AN AMENDMENT OF GASB STATEMENT NO. 14 The objective of this statement is to clarify the financial statement presentation requirements for certain component units. This statement amends the blending requirements for the financial statement presentation of component units of all state and local governments. The additional criterion requires blending of a component unit incorporated as a not- for - profit corporation in which the primary government is the sole corporate member. The additional criterion does not apply to component units included in the financial reporting entity pursuant to the provisions of GASB Statement No. 39, Determining Whether Certain Organizations Are Component Units —an amendment of GASB Statement No. 14. The requirements of this statement are effective for reporting periods beginning after June 15, 2016. Earlier application is encouraged. CHANGES TO REQUIREMENTS FOR FEDERAL GRANTS In December 2013, the U.S. Office of Management and Budget (OMB) Circular released final guidance on administrative requirements, cost principles, and audit requirements for federal awards. The final guidance, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards ( "Uniform Guidance "), supersedes and streamlines eight existing OMB Circulars into one document that includes OMB Circulars A -21, A -87, A -89, A -102, A -110, A -122, A -133, and the guidance in OMB Circular A -50 on Single Audit Act follow -up. The Uniform Guidance, which is located in Title 2 of the Code of Federal Regulations (CFR), consolidates previous guidance into a streamlined format that aims to improve both its clarity and accessibility, lessen administrative burdens for federal award recipients, and reduce the risk of waste, fraud, and abuse. The Following is a Summary of Significant Changes for Grant Recipients: • Changes time and effort documentation requirements by providing possibilities for alternative methods of accounting for salaries and wages based on achievement of performance outcomes. • Non - federal entities must have a financial management system that includes, but is not limited to: a comparison of expenditures with budget amounts for each federal award, written procedures to implement the requirements of cash management, and written procedures for determining the allowability of costs in accordance with Subpart E – Cost Principles. • Governments must comply with the new general procurement standards which include, but are not limited to: written standards covering conflicts of interest of employees engaged in the selection, award, and administration of contracts and documented procurement procedures that include an analysis of lease versus purchase alternatives when appropriate. • Governments will now be required to follow the five procurement methods which include, at times, more restrictive compliance requirements than Minnesota Statutes. For example: small purchases (over $3,000 prior to October 1, 2015 and over $3,500 after October 1, 2015) will require quotes. • There are new requirements for governments with subrecipients (or those making subawards), which include, but are not limited to: a required written risk assessment of each subrecipient, which may require you to provide training and on -site reviews of their program operations. • For governments with subrecipients or those that operate as a fiscal host of a federal grant award and thus provide subawards, payments must be made in advance to the subrecipients, unless certain requirements are not met, then the reimbursement method can be used. -26- Among Other Matters Specifically Applicable to Auditors, Changes to the Uniform Guidance Include: • Raising both the threshold that triggers a Single Audit and the threshold for Type A/B program determination to $750,000. • Changing the high -risk program criteria for Type A programs. • Reducing the number of high -risk Type B programs that must be tested as major programs. • Revising the Type B small program floor. • Reducing the percentage of coverage requirement to 40 percent for normal auditees and 20 percent for low -risk auditees. • Revising the criteria for low -risk auditee status. • Increasing the threshold for reporting findings to $25,000 in questioned costs and requiring more detailed information to be reported. Effective Dates: Year beginning January 1, 2015 — • All administrative requirements and cost principles will apply to new awards made after December 26, 2014. • Governmental entities are required to comply with the Uniform Guidance once the new regulations are in effect at the Federal government level (December 26, 2014). • Any funding drawdowns made after January 1, 2015 must comply with the Uniform Guidance. • Must document whether the entity is in compliance with the old or new procurement standards listed in Subpart D, Sections 200.317- 200.326. The federal government has provided a two -year grace period for implementing the new procurement standards. Year beginning January 1, 2016 — All administrative requirements and cost principles will apply to new awards made after December 26, 2014. Subpart F — Audit Requirements are applicable. Year beginning January 1, 2017 — Must have implemented the new procurement standards of the Uniform Guidance, if the government initially elected the two -year grace beginning January 1, 2015. At this point, all of the new Uniform Guidance at Title 2 CFR 200 is applicable. Recommended Action Items: We recommend that award recipients familiarize themselves with the new requirements contained in the Uniform Guidance and develop a plan to become compliant with the new regulations. Consider the following — • Attend training on the new uniform administrative requirements. • Identify needed policy and procedure changes, especially in the areas of: • Financial management • Payment • Procurement • Compensation • Travel costs • Identify internal controls that might need to be established or modified. • Determine who within your organization is responsible for each action item. • Determine the timing of each action item. • Determine when you will implement the new procurement standards and document in writing. -27- THIS PAGE INTENTIONALLY LEFT BLANK CITY OF MONTICELLO AUDIT REPORT YEAR ENDED DECEMBER 31, 2015 James H. Eichten, CPA Opinion on Financial Statements Financial statements are fairly presented in accordance with accounting principles generally accepted in the United States of America ■Testing of Internal Controls and Compliance ■Internal controls over financial reporting Compliance with laws and regulations related to financial reporting State Laws and Regulations Compliance with Minnesota laws and regulations Single Audit of Federal Awards Not required for fiscal 2015 Audit Summary Auditor's Responsibility Planned scope and timing of audit Audit opinions and findings Financial Report Unmodified or clean opinion Emphasis of a matter - Implementation of GASB Statement #68 on pensions Internal Controls Over Financial Reporting No findings Legal Compliance Audit Findings No findings Audit Summary Governmental Funds Overview i ■ ■ ■n ■ ■i Tax Rates Rates expressed as apercentage of net tax capacity All Cities State -Wide City of Monticello 2014 2015 2014 . 2015 Average tax rate City 48.8 46.9 44.7 35.7 County 47.6 44.7 43.4 40.6 School 28.9 27.1 28.3 22.9 Special taxing 7.3 6.9 — — Total 132.6 125.6 116.4 99.2 Governmental Funds Revenue per Capita With State -Wide Averages by Population Class State -Wide City of Monticello Year December 31, 2014 2013 2014 2015 Population 2,500 - 10,000 10,000- 20,000 20,000 - 100,000 12,964 12,993 13,125 Property taxes $ 427 $ 396 $ 427 $ 616 $ 647 $ 658 Taxincrements 26 37 46 75 64 55 Franchise fees and other taxes 32 42 37 25 28 25 Special assessments 59 51 64 159 147 253 Licenses and permits 28 27 41 26 29 35 Intergovernmental revenues 298 264 166 98 56 116 Charges for services 105 82 90 142 131 157 Other 66 72 65 40 91 59 Total revenue $ 1,041 $ 971 $ 936 $1,181 $1,193 $1,358 Year Population Current General government Public safety Street maintenance and lighting Recreation and culture All other Governmental Funds Expenditures per Capita With State -Wide Averages by Population Class State -Wide City of Monticello December 31, 2014 2013 2014 2015 2,500- 10,000 10,000- 20,000 20,000 - 100,000 12,964 12,993 13,125 $ 131 $ 104 $ 87 $ 122 $ 112 $ 112 248 237 254 139 142 150 121 119 114 132 138 132 86 101 92 191 184 200 69 89 98 117 124 140 655 650 645 701 700 734 Capital outlay and construction 357 278 276 105 171 171 Debt service Principal 180 163 115 408 416 383 Interest and fiscal charges 54 40 34 72 51 49 234 203 149 480 467 432 Total expenditures $ 1,246 $ 1,131 $ 1,070 $ 1,286 $ 1,338 $ 1,337 $8,500,000 $8,000,000 $7,500,000 $7,000,000 $6,500,000 $6,000,000 $5,500,000 $5,000,000 $4,500,000 $4,000,000 $3,500,000 $3,000,000 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 2006 2007 2008 � Fund Balance General Fund Financial Position Year Ended December 31, 2009 2010 2011 2012 D Cash Balance 2013 2014 2015 Expenditures $6,000,000 $5,600,000 $5,200,000 $4,800,000 $4,400,000 $4,000,000 $3,600,000 $3,200,000 $2,800,000 $2,400,000 $2,000,000 $1,600,000 $1,200,000 $800,000 $400,000 General Fund Revenue by Source Year Ended December 31, Taxes Intergovernmental Other 02011 ■ 2012 02013 02014 02015 )00,000 750,000 500,000 50,000 )00,000 750,000 500,000 50,000 General Fund Expenditures by Function Year Ended December 31, General Public Safety Public Works Recreation and Other Governmental Culture ■ 201.1 ■ 2012 02013 02014 02015 Audit Summary Governmental Funds Overview Enterprise Funds Overview )0,000 )0,000 )0,000 )0,000 )0,000 )0,000 )0,000 )0,000 )0,000 )0,000 )0,000 )0,000 )0,000 )0,000 Water Enterprise Fund Year Ended December 31, 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 Operating Revenue Operating Expense Operating Income Before Depreciation $2,800,000 $2,600,000 $2,400,000 $2,200,000 $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 $(200,000) Sewage Enterprise Fund Year Ended December 31, 2006 2007 2008 2009 2010 2011 2012 o Operating Revenue Operating Expense Operating Income (Loss) Before Depreciation 2013 2014 2015 $5,600,000 $5,200,000 $4,800,000 $4,400,000 $4,000,000 $3,600,000 $3,200,000 $2,800,000 $2,400,000 $2,000,000 $1,600,000 $1,200,000 $800,000 $400,000 Liquor Enterprise Fund Year Ended December 31, 2006 2007 2008 2009 2010 2011 o Sales Cost of Sales Operating Expenses Operating Income (Loss) 2012 2013 2014 2015 $4,000,000 $3,500,000 $3,000,000 $2,500,000 $2,000,000 $1,500,000 $1,000,000 $500,000 $(500,000) $(1,000,000) $(1,500,000) Fiber Optics Enterprise Fund Year Ended December 31, 2010 2011 2012 2013 2014 2015 o Operating Revenue Operating Expense Operating Income (Loss) Before Depreciation Audit Summary Governmental Funds Overview Enterprise Funds Overview Government -Wide Financial Statements Accounting and Auditing Updates GASB Statement No 68 - Accounting and Financial Reporting for Pensions General revenues Net Change Property taxes 2014 2015 Net (expense) revenue 826,363 727,617 Governmental activities 357,409 333,484 General government $ (1,308,098) $ (1,233,638) Public safety (1,531,029) (1,284,810) Public works (3,335,479) (2,456,534) Sanitation (469,571) (563,477) Transit (10,000) (40,000) Recreation and culture (1,180,833) (1,645,565) Economic development (1,084,620) (1,533,222) Interest on long -term debt (649,854) (688,855) Business -type activities 102,834,596 124,738,996 Water 113,635 292,437 Sewer (273,360) 607,783 Liquor 596,393 725,707 Fiber optic (1,157,192) (894,058) Deputy registrar 197,562 221,963 Total net (expense) revenue (10,092,446) (8,492,269) General revenues Property taxes 8,393,374 8,683,585 Taxincrements 826,363 727,617 Franchise taxes 357,409 333,484 General aids and grants 27,502 — Investment earnings 1,184,104 386,656 Other general revenues 217,643 — Gain on sale of capital assets — 118,630 Special item— gain on extinguishment of debt 20,990,451 — Special item— contribution of land to Wright County — (5,511,547) Total general revenues 31,996,846 4,738,425 Change in net position 21,904,400 (3,753,844) Net position — beginning of year, as previously reported 102,834,596 124,738,996 Change in accounting principle — (3,221,678) Net position — beginning of year, as restated 102,834,596 121,517,318 Net position — end of year $ 124,738,996 $ 117,763,474 Clean Opinion on Financial Statements Certificate of Achievement for Excellence in Financial Reporting No Findings Reported Implementation of GASB Statement #68 Improving General Fund Financial Position Continued Evaluation of Financial Reporting and related Internal Controls City Council Agenda: 7/11//16 2F. Consideration of obtaining public transportation service in 2017 via participation in the Wright County Area Transportation (WCAT) organization. JJO) A. REFERENCE AND BACKGROUND: As you recall, at a recent special meeting of the City Council representatives Phil Kern, City Administrator, and Jack Russek, Councilmember from Delano, representing WCAT were present to invite Monticello to join WCAT. During the discussion they provided budget information and service experience associated with participation in the Trailblazer transportation cooperative (WCAT, Sibley County, McCleod County). Mr. Kern and Mr. Russek reported that the Trailblazer system is operating well from a service and cost standpoint. The funding program featuring 85% funding of system expenses and 15% local share (fare revenue, contract revenue, city contribution) has enabled participating cities to provide transportation service to its citizens with a very small contribution from city coffers. This is due to the local share being funded almost entirely by fare box revenue and contract dollars. Monticello participation in WCAT would improve efficiency through the addition of Monticello ridership and also improve public transportation opportunities for citizens county -wide. As with transportation services provided to Monticello, citizens in the past via Heartland Express, River Rider and the Monti Shuttle, the Trailblazer service design features dial area service to and from any location within the City. Additionally, participation in the program enables citizens from other communities including Monticello Township residents to be transported to Monticello. I have spoken with a number of the City Administrators who have been involved with WCAT and all have indicated that the arrangement with Trailblazer is working well. Additionally, Trailblazer has recently constructed a bus garage in the City of Buffalo which Mayor Stumpf has toured at a recent Wright County Mayors Association meeting. If the City Council supports joining WCAT, the transition would occur on January 1, 2017, as the current contract with Hoglund Transportation to operate the "Monti Shuttle" expires on that date. Unfortunately, I was not able to contact Joe Kounkel last week regarding the prospect of switching public transportation service providers as he was on vacation, however, I was able to speak to Gordy Hoglund. In speaking to Mr. Hoglund about the potential for bidding on the service for 2017, he noted that it would be impossible to compete with the state funded program on a cost standpoint and he would not begrudge the City for moving in a new direction. If the City Council decides to join WCAT for 2017 and beyond, on behalf of the City, I will make sure to thank Hoglund Transportation for providing great service that was reasonably priced. Al. Budget Impact: If the City joins WCAT, the City budget figure of $40,000 for 2017 would go away but be replaced with the risk of having to support a portion of the 15% local share. As noted City Council Agenda: 7/11//16 earlier, participating communities have not had to pay any portion of the local share because during the past two years the local share has been covered by fare box revenue, so the risk of a significant expense is nominal. A2. Staff Workload Impact: Potential minimal participation in the WCAT organization. Cooperative efforts to promote use of the bus. B. ALTERNATIVE ACTIONS: 1. Motion to join WCAT via adoption of joint powers agreement Under this alternative a member of Council needs to be appointed to serve as the City representative to WCAT. The WCAT Board sends a representative to the Trailblazer board who acts on behalf of WCAT. I understand that WCAT meets once per month or less. Lastly, the WCAT board will need to consider bringing Monticello into the fold to make it official. Also, according to the joint powers agreement, there was an initial fee of $1,000 for the first year of operation. I do not know at this time if Monticello will be charged this fee or initiation fee. Council may wish to add to the motion to approve payment of nominal initiation fee if any. 2. Motion to deny proposal to join WCAT. C. STAFF RECOMMENDATION: Staff recommends alternative 1 for reasons outlined above. D. SUPPORTING DATA: • Copy of joint powers agreement. 2 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" and collectively as the "Cities "). RECITALS WHEREAS, Minnesota Statute §471.59 authorizes the joint and cooperative exercise of powers common to the Cities. WHEREAS, the Cities 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 City has adopted a Resolution finding that it is in the best interests of the citizens of each City 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 Cities desire and intend to provide affordable Public Transportation to their communities. The goal of the Cities 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 Cities 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 "). This Agreement shall become effective upon adoption of a resolution by the governing body of no less than three Cities, and shall be binding on all the Cities who have joined through adoption of a resolution by their respective governing bodies through August 1, 2014, unless otherwise extended or amended by the Parties. Any Party seeking to join the WCAT Authority after August 1, 2014, 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 Parties joining after August 1, 2014. 3. WCAT Board Composition. Each City shall appoint annually a representative to the WCAT Board. Each City may appoint an alternate representative who may act in the place and stead of an absent representative from that Party. Members to the board may be appointed or removed at the pleasure of the Party, with each member serving until their successor is appointed and qualified as provided by each Party. 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 Cities. Each City agrees to pay a proportionate share (the "Pro Rata Share ") of the WCAT Board's remaining unfunded operating expenses and capital expenditures 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 "). Each City shall also pay an annual fee to provide for the proper operations of the WCAT Board. Each City shall pay an initial $1,000 fee to cover the WCAT Board's projected expenses during the first year of operation. For 2015 only, operating and capital expenses shall be based upon the projected total number of rides during 2015 as determined by the WCAT Board prior to January 1, 2015 and such expenses shall be allocated proportionately among the Cities with each City paying its Pro Rata Share. Within 90 days after December 31, 2015, the WCAT Board shall perform a reconciliation of operating and capital expenses based upon each City's actual 2015 Ride Share, and funds shall be payable from or reimbursed to each City based upon the difference between each City's initial payments and reconciled 2015 Ride Share amounts. The WCAT Board may from time to time adjust the operating and capital expenses as it deems appropriate. 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 of each City 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. C. 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. 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 Parties. The WCAT Board has no authority to issue debt that exceeds the term of this Agreement. 7. Voting. Prior to January 1, 2015, each Party shall have one vote on the WCAT Board. Beginning January 1, 2015, each Party 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 Cities. A simple majority vote 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. 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 Cities. 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 stated in Paragraph 2 of this agreement. This agreement shall continue in effect through December 31, 2019. This Agreement shall remain in effect for each respective party until that party 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 party 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 Parties in the same manner in which the Parties 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 City , 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 Cities, following approval of their respective City Councils. 13. Governing Law. This Agreement shall be interpreted in accordance with the laws of the State of Minnesota. 14. Liability and Insurance. Each City 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 Cities agree that liability arising out of the activities of the WCAT Board and the Cities shall be subject to the requirements of Minnesota Statutes §471.59, subdivision 1(b), as it may be amended. The Cities intend that the WCAT Board be insured 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 City, whether set forth in Minnesota Statutes, Chapter 466 or otherwise. 15. Default. The failure by any Party 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 Party 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 Cities agree that they will submit any disputes under this Agreement to mediation prior to resorting to an action in Court. By signing this Agreement, the parties hereto certify that the same has been approved by their respective City Councils. By Mayor ATTEST: City Administrator By Mayor ATTEST: By Mayor ATTEST: City Administrator By Mayor ATTEST: City Administrator City Administrator City Council Agenda: 7/11/16 2G. Consideration of approving an annual membership as a benefit for Community Center part time employees. (KB /TE) A. REFERENCE AND BACKGROUND: The City Council is being asked to approve a free individual membership benefit and a discounted family membership benefit to the part time employees of the Community Center. This would be a taxable benefit available at the option of the employee. This benefit was authorized for all full time employees in 1999 or 2000 by the City Council before the facility opened. Currently many businesses are actively and aggressively seeking employees. At the Community Center it has been difficult to recruit and to retain employees. In an effort to be more successful in this endeavor we are asking to be able to provide a membership benefit to the part time employees. This benefit comes at a very low cost to the City, however, can make a difference in our staffing levels and our ability to provide good and safe service to our members and guests. In addition to the ability to more easily recruit and keep employees, having our staff use the facility as a member will assist them as they sell memberships or provide information to potential guests of the facility as they will be a more knowledgeable employee. Word of mouth is always the best advertising for any service business. These new "members" can also help the community center as we strive to provide a good quality experience to everyone. With this membership, our employees can tell us when there are problems with members or guests of the facility that we need to address or if there is equipment maintenance that needs to happen or finally if there are areas that might need more attention for cleaning. It should also be noted that the City currently pays minors $7.75 per hour which hinders our recruitment and retention efforts. Offering free and discounted family memberships to part- time Community Center employees will give staff an added tool for recruitment. While we may not be able to pay $9.50 per hour, we will be able to offer memberships to offset the hourly wage difference. This is a more cost effective option than increasing the minimum wage to $9.50 for everyone. The Community Center employees 80 -90 part time employees. If the Council approves, we would provide each of them with an individual membership. If they wished to upgrade to a family membership, they would then pay the difference between the annual cost of the individual membership rate and the annual family rate. Membership upgrades including; unlimited fitness classes, unlimited childcare or locker rental, would continue to be charged to the employee and not provided as a free benefit. Al. Budget Impact: There are currently 11 Community Center employees participating in the City's Corporate membership program; seven families, three adults and one senior. This provides $3,636 in annual revenue for the Community Center. If a part City Council Agenda: 7/11/16 time employee chose to upgrade to the family membership, they would pay a difference of $177 for a year. Currently we have seven family members on the corporate membership or $1,239 revenue for a year. It is unknown how many might choose this option if offered. A2. Staff Workload Impact: The Community Center would maintain membership records for these employees under their recreation software program. In our orientation and quarterly staff in- services, we would review the membership benefit and remind staff to report problems to management. B. ALTERNATIVE ACTIONS: 1. Motion to approve the taxable membership benefit to the part time employees of the Community Center, free to the individual employee and a discounted rate for a family upgrade. 2. Motion to deny the membership benefit for the part time employees. C. STAFF RECOMMENDATION: Staff, the Community Center Advisory Board and the Personnel Committee all recommend approval of this benefit for the part time Community Center employees as noted in alternative 1. There is a relatively low cost to the Community Center with a high potential return in the form of increased recruitment and retention, pro- active customer service, and an increased staff presence. D. SUPPORTING DATA: • None 2 City Council Agenda: 7/11/16 2H. Consideration of approving adjustments to the MCC part -time and city temporary /alternate salary schedules to meet minimum wage requirements. (TE) A. REFERENCE AND BACKGROUND: City Council is asked to consider approving adjustments to the Monticello Community Center's (MCC) part-time and city temporary /alternate salary schedules to meet minimum wage requirements. Effective August 1, 2016 the minimum wage requirement for adults will increase from $9 to $9.50 per hour. The MCC currently has a minor starting wage and an adult starting wage for their part- time staff. The minor salary schedule already meets the minimum wage guidelines and does not require an adjustment at this time. To accommodate the adult minimum wage increase, the MCC's adult salary schedule was adjusted on a graduated basis for grades 1 -7. Grades 8 -11 were left unchanged. Both the current and proposed schedule is attached. The seasonal winter rink attendant position on the City's temporary /alternate salary schedule requires a starting wage adjustment from $9.27 to $9.50 per hour to meet the minimum wage requirement. To accommodate the minimum wage increase, the range for the seasonal winter rink attendant was adjusted from $9.27 - $10.77 to $9.50- $11.42. This was a particularly difficult seasonal position to fill last year thus, you see the range has been adjusted to more closely match the MCC's indoor rink attendant position. Both the current and proposed range is attached. Implementation: Adults who are currently making less than the minimum wage will have their rate increased to $9.50 per hour and anyone currently making above than the minimum wage will be placed on the closest step to their current wage on the revised pay scale. The following are important to note: This is the last anticipated increase to minimum wage until 2018 when annual inflationary increases will be implemented. The MCC part-time pay schedules have not typically been included as part of the annual market wage adjustment or COLA. The City may want to consider for 2018. • The effective date of the new pay scales will be July 23rd to match the City's payroll schedule. Al. Budget Impact: The minimum wage adjustment is a budgeted item for 2016- 2017. The impact on the MCC's budget over the next 12 months is City Council Agenda: 7/11/16 approximately $24,000. Based on last season's hours the budget impact to the seasonal winter rink attendant position is very minor totaling less than $100 over the next 12 months. B1. Staff Workload Impact: Their will be a short -term increase in staff workload to adjust the scale and approximately 63 adult wages. B. ALTERNATIVE ACTIONS: 1. Motion to approve adjustments to the MCC adult, and city temporary /alternative pay schedules moving employees to appropriate levels as outline above. 2. Motion to approve alternative action. C. STAFF RECOMMENDATION: The Personnel Committee and MCC Advisory Board recently reviewed the proposed recommendations and recommend Alternative 1 approving adjustments to the MCC adult, and city temporary /alternate salary schedules. SUPPORTING DATA: • Proposed Salary Schedules 2 Proposed Salary Schedules Combined Part -time MCC Pay Schedule CURRENT Grade 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 1 $ 7.75 $ 7.95 $ 8.14 $ 8.35 $ 8.55 $ 8.77 $ 8.98 $ 9.21 $ 9.00 $ 9.23 $ 9.46 $ 9.70 $ 9.94 $ 10.19 $ 10.44 $ 10.60 $ 10.75 2 $ 7.75 $ 7.95 $ 8.14 $ 8.35 $ 8.55 $ 8.77 $ 8.98 $ 9.21 $ 9.05 $ 9.28 $ 9.51 $ 9.74 $ 9.98 $ 10.23 $ 10.49 $ 10.65 $ 10.80 3 $ 7.75 $ 7.95 $ 8.14 $ 8.35 $ 8.55 $ 8.77 $ 8.98 $ 9.21 $ 9.15 $ 9.38 $ 9.61 $ 9.85 $ 10.10 $ 10.35 $ 10.61 $ 10.77 $ 10.93 4 $ 7.75 $ 7.95 $ 8.14 $ 8.35 $ 8.55 $ 8.77 $ 8.98 $ 9.21 $ 9.25 $ 9.48 $ 9.72 $ 9.96 $ 10.21 $ 10.47 $ 10.73 $ 10.89 $ 11.05 5 $ 8.76 $ 8.94 $ 9.16 $ 9.35 $ 9.58 $ 9.82 $ 10.08 $ 10.33 $ 10.59 $ 10.85 $ 11.02 $ 11.18 $ 11.31 $ 11.54 6 $ 9.27 $ 9.46 $ 9.69 $ 9.92 $ 10.18 $ 10.42 $ 10.69 $ 10.94 $ 11.11 $ 11.27 $ 11.43 $ 11.66 7 $ 9.79 $ 9.99 $ 10.24 $ 10.49 $ 10.75 $ 11.01 $ 11.29 $ 11.57 $ 11.74 $ 11.91 8 $ 10.00 $ 10.20 $ 10.46 $ 10.71 $ 10.99 $ 11.25 $ 11.54 $ 11.81 $ 12.00 $ 12.17 9 $ 12.36 $ 12.61 $ 12.92 $ 13.24 $ 13.58 $ 13.90 $ 14.25 $ 14.60 $ 14.82 10 $ 12.51 $ 12.76 $ 13.09 $ 13.40 $ 13.74 $ 14.08 $ 14.47 $ 14.78 $ 15.00 11 $ 20.00 1 $ 20.40 1 $ 20.91 1 $ 21.42 $ 21.96 PROPOSED Grade 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 1 $ 7.75 $ 7.95 $ 8.14 $ 8.35 $ 8.55 $ 8.77 $ 8.98 $ 9.21 $ 9.50 $ 9.69 $ 9.88 $ 10.08 $ 10.28 $ 10.49 $ 10.70 $ 10.91 $ 11.13 2 $ 7.75 $ 7.95 $ 8.14 $ 8.35 $ 8.55 $ 8.77 $ 8.98 $ 9.21 $ 9.55 $ 9.74 $ 9.94 $ 10.13 $ 10.34 $ 10.54 $ 10.75 $ 10.97 $ 11.19 3 $ 7.75 $ 7.95 $ 8.14 $ 8.35 $ 8.55 $ 8.77 $ 8.98 $ 9.21 $ 9.65 $ 9.84 $ 10.04 $ 10.24 $ 10.45 $ 10.65 $ 10.87 $ 11.08 $ 11.31 4 $ 7.75 $ 7.95 $ 8.14 $ 8.35 $ 8.55 $ 8.77 $ 8.98 $ 9.21 $ 9.75 $ 9.95 $ 10.14 $ 10.35 $ 10.55 $ 10.76 $ 10.98 $ 11.20 $ 11.42 5 $ 8.76 $ 8.94 $ 9.16 $ 9.38 $ 9.62 $ 9.85 $ 10.05 $ 10.25 $ 10.45 $ 10.66 $ 10.88 $ 11.09 $ 11.31 $ 11.54 6 $ 9.27 $ 9.46 $ 9.69 $ 9.95 $ 10.15 $ 10.35 $ 10.56 $ 10.77 $ 10.99 $ 11.21 $ 11.43 $ 11.66 7 $ 9.79 $ 9.99 $ 10.24 $ 10.44 $ 10.65 $ 10.87 $ 11.08 $ 11.31 $ 11.53 $ 11.76 8 $ 10.00 $ 10.20 $ 10.46 $ 10.67 $ 10.88 $ 11.10 $ 11.32 $ 11.55 $ 11.78 $ 12.02 9 $ 12.36 1 $ 12.61 $ 12.92 $ 13.24 $ 13.58 $ 13.90 $ 14.25 $ 14.60 $ 14.82 10 $ 12.51 1 $ 12.76 $ 13.09 $ 13.40 $ 13.74 $ 14.08 $ 14.47 $ 14.78 $ 15.00 11 $ 20.00 1 1 $ 20.40 1 1 $ 20.91 1 1 $ 21.42 $ 21.96 Denotes starting adult wage Alternate /Temporary Salary Schedule CURRENT Year 1 Year 2 Year 3 Year 4+ Winter Rink Attendant $ 9.27 $ 9.76 $ 10.26 $ 10.77 PROPOSED Winter Rink Attendant $ 9.50 $ 10.15 $ 10.75 $ 11.42 3ositions iIide Attendant = hildcare Attendant :limbing wall, G52, Program Asst. ce Rink Attendant 3S1, LG, Lead CW, Prog. Lead =M Mgr. _ead GS, Event Host 3rogram Teacher, Event Decorator N51 (mkt. wages) _eague Manager (mkt. wages) :ertified Fitness Instructor (mkt. wages) 'ositions ilide Attendant - hildcare Attendant limbing wall, G52, Program Asst. ce Rink Attendant 3S1, LG, Lead CW, Prog. Lead =M Mgr. .ead GS, Event Host 3rogram Teacher, Event Decorator NSI (mkt. wages) _eague Manager (mkt. wages) ertified Fitness Instructor (mkt. wages) City Council Agenda: 07/11/16 2I. Consideration to approve a Special Event Permit allowing use of city streets and related assistance for the Downtown Block Party on July 13, 2016. Applicant: Monticello Chamber (JS) A. REFERENCE AND BACKGROUND: The City Council is asked to consider approval of a special event permit for the Downtown Block Party, occurring on Wednesday, July 13, 2016. As part of the approval, the City Council is asked to consider the closure of Walnut Street, the use of the 3rd Street parking lot, and related City assistance and equipment for traffic control and event amenities. In specific, the application lists the following requested City assistance: • "No Parking" signs placed on Walnut (by 8 p.m. on July 12th) • Street barricades on Walnut ( 7 a.m. on July 13th) • Barricades in Third St. parking lot (July 12th) • Pedestrian crosswalk markers (July 13th) • Trash receptacles, picnic tables, traffic cones (July 13th) The applicant for the event is the Chamber of Commerce, on behalf of the downtown area businesses. Similar to previous years, the request includes the closure of Walnut Street between Broadway West and Third Street. The event will utilize the entire right of way, including portions of the boulevard in front of Walnut Street businesses in that area. The applicant has requested that the street be closed between 7:00 AM and 10:00 PM to accommodate volunteer set -up and take -down before and after the event. The event itself will occur from 4:30 PM to 9:00 PM. Council approval is also requested for use of the municipal parking lot along Third Street for event activities. As with the 2015 permit, the applicant is requesting the ability to stake a 30' x 40' tent in the Third Street parking lot. Any holes in the lot will require patching to the satisfaction of the Public Works department. The tent will be set up Tuesday and removed Thursday. Therefore, the applicant is requesting the use of that portion of the Third Street parking lot beginning on Tuesday, July 12th through a portion of Thursday, June 14d'. As part of the street closure and parking lot use, the group is also seeking City assistance for providing and placing picnic tables, delivery of requested barricades and trash containers for the event. The applicant has listed the event requirements for these items. The Sheriff's Office has reviewed this application and has indicated that the Chamber (for the Block Party) has hired an off -duty deputy to assist with any law enforcement concerns that may arise during the block party. City Council Agenda: 07/11/16 The property and business owners along this section of Walnut Street will be required to be contacted about the Block Party. Al. Budget Impact: None. A2. Staff Workload Impact: Staff impacts are as noted above and include drop -off and pickup of barricades, placement of "No Parking" signage, picnic tables and trash/recycling receptacles. B. ALTERNATIVE ACTIONS: 1. Motion to approve the Special Event Permit allowing temporary closing of Walnut Street from 7:00 AM until 10:00 PM. on Wednesday, July 13th, 2016, including the use of public parking facilities, staff resources and amenities as described in the Special Event Permit application, contingent on: a. Continued site coordination with Street Superintendent. b. Restoration of the Third Street parking lot to satisfaction of Public Works department. C. Verification of notification of affected local businesses by permit holder. 2. Motion to deny the Special Event Permit for temporary closure of Walnut Street and use of public facilities and amenities as described. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 above. D. SUPPORTING DATA: • Downtown Block Party Narrative • Downtown Block Party Site Plan /Map • Block Party Barricade /Sign Layout • Certificate of Liability Coverage CITY` OF } MontlopL� CrTY OF MONTICELLO Community Development 505 'Walnut Street, Suite 1 Spada[ Event Permll Monticello, MN 55362 0 0 (763) 295 -2711 , info@ci.monticello.mn.us �-°,�=Hlcaitdoo n CheckHst Property Address s Property Legal Description Property ID number uFORWdfi1\ -r DIM Owner fume Owner Address Owner Phone Owner Email A G°}RL C kk' H V0R,(F G 3i( Applicant Name VAA` JA Applicant Address Applicant Phone 1 Applicant Email Y ` 0 Name of Event Location/ Address of Event r . Dates & Times of Event JA6 CAJ �. U' U r- v Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the Community Development Department. Application Submission Schedule Application, required information, and payment must be submitted no later than 14 working days prior to desired approval date. Application Information Applicants shall note that special event permits are a zoning permit. Liquor licensing and permitting requires separate review. A special event permit DOES NOT grant or include any liquor license or permit for your event. Please contact the Monticello City Clerk's office regarding liquor licensing and regulations. Sign permits may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and /or City property (including rights of way) and /or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may also require review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. 07/24/15 1 Specia6 Event Review Process • The Community Development Department will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice' of denial shall be provided to the applicant which includes all identified reasons for denial. SpecW Event Temporary Use PerrnK Approval Criteria Approval of a Temporary Use Permit shall only be granted once the Community Development Department has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; 07/24/15 At PLJC,/R1TE1GW SUBMj 1`, L REQL lMEhfiEf QTS, C U IV CH ECX- DR J, �H E -CCt A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well��- as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and /or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Certificate of insurance /liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee of $50.00. Specia6 Event Review Process • The Community Development Department will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice' of denial shall be provided to the applicant which includes all identified reasons for denial. SpecW Event Temporary Use PerrnK Approval Criteria Approval of a Temporary Use Permit shall only be granted once the Community Development Department has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; 07/24/15 Special Event Temporary Use Permit Approval Criteria, cont. • Not include permanent alterations to the site, • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Temporary Use Permit for the special event, the Community Development Department is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the Community Development Department. 07/24/15 3 Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Signature) (Date) CITY APPROVAL (Zoning Administrator Signature) (Date) (Community Development Director Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification City Clerk City Clerk Monticello Community Center Room /Park Reservations Monticello Community Center Room /Park Reservations Liability Insurance Certificate Received Post - Approval Routing /Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room /Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete 07/24/15 4 Uowntown Block Party Information Sheell Date: Wednesday, July 13th 2016 Time: 4:30PM - 9:OOPM Place: On Walnut Street between Broadway & 3rd On business properties in that area. On the 3rd street public parking lot See attached map. (ivPrviPxAr Attachments provided: Layout of Block Party Certificate of Insurance - Event Certificate of Insurance - Liquor The Downtown Block Party is being sponsored by all interested downtown and Chamber businesses. This event is being sponsored by the Chamber of Commerce. It is open to the public and is with the purpose of promoting the downtown area, brining awareness to the public of all of the businesses located downtown and as a way to bring the community together for a day of inexpensive fun. Insurance Information: Event Insurance - Insurance for the event has been secured through the sponsorship of the Monticello Chamber of Commerce and Foster White Insurance Agency. The City of Monticello has been named as additional insured on the policy See attached event insurance information. Liquor Service & Insurance - we will be serving tap beer at the event. Cornerstone Cafe will be in charge of the sale of beer at the event. We have secured one officer from the Wright County Sherrif's Office as well as two reserves who will be on -site from 4:30- 9:OOpm Cornerstone Cafe has a liquor license, a catering permit for liquor and liquor liability insurance which will name The City of Monticello as additional insured for this event. See attached licenses and insurance information. Street & Parking Lot Closing Information: We are requesting the temporary closing the Walnut Street between Broadway & 3rd Street on Wednesday, July 13th from 7AM - 10:00 PM. We are also requesting temporary NO PARKING signs be posted on both sides of Walnut Street between Broadway and 3rd Streets on Tuesday, July 12th to begin at 8 PM through 7AM. This will ensure that their will not be any parked cars in the area at 7AM Wed. We are putting a 30x40 tent in the parking lot located on the corner of 3rd & Walnut St. (see layout). This tent would be used for food & beverage sales and for shaded seating. This tent would be set up by General Rental on Tuesday, July 12th and will be taken be taken down by General Rental on Thursday, July 14th 2015. It will require 12 stakes to be drilled into the parking lot. These holes will be plugged by General Rental at the time of the tent removal. City Equipment and Assistance Requested: See attached site map for details. Assistance We are asking the city for assistance in the following ways - Place as indicated the following items No Parking Signs on Walnut by 8PM on Tue. 7/12/16 Street barricades 7 AM on Wed. 7/13/16 Barricades on Tue. 7/12/16 around area of parking lot where the tent will be set up. Trash cans 11 AM on Wed. 7/13/16 Cones 11 AM on Wed. 7/13/16 Pedestrian crossing markers 11 AM on Wed. 7/13/16 Picnic tables 11 AM on Wed. 7/13/16 ;Secure permission to place a black sign on the grassy area in front of the water treatment plant on East Broadway. (no assistance needed - just permission) Equipment (10) Trash Cans (25) Picnic Tables (20) orange cones (4) Stop for Pedestrians in Cross Walk Signs (if available) No Parking Signs Street Barricades Walnut Street at Broadway Walnut Street at 3rd Street East end of alley (2) entrances to 3rd st. parking lot Area around tent set -up in parking lot 4� LM A Cn M Y' State Farm 1 11 Edward 207 Jones Walnut Band Sidewalk Tent Royalty Face Tattoos Fishing & Duck Adoptions Game lI� - - -- !�� Food Shelf Walnut Street U11 Tent & banquet table 2 chair Sno -Cones ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Sidewalk � (2) 20x10 tents � r (8) 10x10 tents ar in Lo Wright Sherburne Realty I 2 -10X10 tents, nail table, banq table, chairs Hair Jazz & Nail Art all 'f Wrist Band Booth Minnow Races. Tent, Banquet table, 1 chair U(D Water- melon (2) Banquet Tenet tables ■ ■ ■ ■ ■ ■ i i ■ M M M M M M M M M M M M M M M M (20) Banquet tables (1)60 )1 round table (1) 20x10 (1) (19) chairs 10x10 tent & (6) banquet tables Tent & (2) banquet tables c� 0 M ��1 a� L L M ■ ■ ■ ■� E M E M O M M E M O M M E M I Sid�v I Y % �i°, Food /Beer Tent C1 db 4F 11 • h(zfnr-IgM 0-1-44-11 ' �a) ' ~ N ■ ■ � rn E� CU U0 i Hwy 25 NO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Cornerstone Cafe Vacuum Center Brand New Nails Train Route � Trash Cans l� Picnic Table Cashier `�r' Cones "Stop for peas � Banquet Table Portable Toilet Our activities LO ti 0 m Walnut Street Own 0 lIr I'� c/) CD m` Food /Beer Tent � � � 'I (Q (D W W Food Tables Grill Grill Beer Trailer •' '4 .,�°- MQ.. CERTIFICATE OF LIABILITY INSURANCE DATE ( 0512012020120 6 16 THIS CERTIFICATE IS ISSUED AS A 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 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 Foster White Agency, Inc. 114 West 3rd Street Monticello, MN 55362 Jake Olinger CONTACT NAME: PHONE FAX WC, No E4: AIC No): a -mss: PRODUCER CUSTOMER ID #: MONTI -4 INSURERS AFFORDING COVERAGE NAIC # INSURED Monticello Chamber of Commerce PO Box 192 INSURERA: West Bend Mutual Insurance CO 15350 EACH OCCURRENCE $ 1,000,00 Monticello, MN 55362 INSURER B X INSURER C: NSO 1078042 04120/2016 INSURER D: DAMAGE TO RENTED PREMISES Ea occurrence $ 100,00 INSURER E $ 5,00 PERSONAL & ADV INJURY INSURER F GVvEKAGE5 CERTIFICATE NUMBER- Prwi-gie w III impr1?. 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 LTR TYPE OF INSURANCE ADDL SUBFI POLICY NUMBER POLICY EFF MMIDDIYYYY POLICY EX MMIDDNYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR X NSO 1078042 04120/2016 04120/2017 DAMAGE TO RENTED PREMISES Ea occurrence $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO LOC JECT PRODUCTS- COMPIOP AGG $ 2,000,00 $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS X PROPERTY DAMAGE (PER ACCIDENT) $ A HIRED AUTOS NSO 1078042 04/20/2016 04/20/2017 X $ A NON -OWNED AUTOS NSO 1078042 0412012016 04/2012017 $ X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 1,000,00 AGGREGATE $ 1,000,00 A EXCESS LIAB CLAIMS -MADE NUO 2097834 0412012016 04/20/2017 DEDUCTIBLE $ $ RETENTION $ I WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? NIA WC ST; OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE- POLICY LIMIT $ A D & O Liability NNO 1088832 04/20/2016 04/20/2017 Aggregate 1,000,00 DESCRIPTION OF OPERATIONS ! LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, It more space Is required) Ci of Monticello is named as an Additional Insured in respect to General Lla Ility. RE: Downtown Block Party -July 13,2016 ..._1. got \.tUY -CLLAI IVIV CITYMON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Monticello THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 505 Walnut Street ACCORDANCE WITH THE POLICY PROVISIONS. Monticello, MN 55362 AUTHORIZED REPRESENTATIVE Jake Olinger O 1988 -2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD CORNE -1 OP ID: JK CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDfYYYYJ 06102/20/ s THIS CERTIFICATE IS ISSUED AS A 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 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 Foster White Agency, Inc. 114 West 3rd Street CONTACT NAME: Jim Brown / -295-2614 - 295 -3010 AC o Ext : 763 o : Monticello, MN 55362 Jim Brown ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # X INSURERA:Auto Owners Insurance CO 18988 0710112016 INSURED Cornerstone Cafe & Catering Co INSURER B: Midwest Insurance Company $ 1,000,000 INSURER C: DAMAGE PREMISES ( ENTED PREMISES Ea occurrence ) 154 West Broadway PO Box 535 INSURER D: MED EXP (Any one person) Monticello, MN 55362 INSURER E : INSURER F: L;UVtKAUhb CERTIFICATF NIIMRFR• DMIMIr Al A1I IMQC6. - vl• I�VIf1YV1 \. 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 LTR TYPE OF INSURANCE POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR X 08168699 0710112016 07101/2017 EACH OCCURRENCE $ 1,000,000 DAMAGE PREMISES ( ENTED PREMISES Ea occurrence ) $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,00 GEN'L X AGGREGATE LIMIT APPLIES PER_ PRO- JECT LOC POLICY F7 GENERAL AGGREGATE $ 2,000,00 PRODUCTS- COMP /OP AGG $ 2,000,00 $ OTHER: A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS 9- 460 - 662 -00 05/0112016 05/0112017 COMBINED SINGLE LIMIT Ea accident $ X BODILY INJURY (Per person) $ 300,00 BODILY INJURY (Per accident) $ 100,00 HIRED AUTOS AUTOS PROPERTY DAMAGE Per accident $ 300 000 , UMBRELLA LIAB I OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? ® NIA 0101WP 1025337 00 0510112016 05/01/2017 PER OTH- X I STATUTEJ. ER E.L. EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYEE $ 1,000,00 (Mandatory In NH) If yes, describe under E.L. DISEASE- POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS below A Liquor Liability 08168699 07101/2016 06/30/2017 Aggregate 1,000,00 Each 1,000,00 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Liquor Liability applies at restaurant, catering and outdoor seating. City of Monticello is named as Additional Insured with respects:General Liability coverage. CITYMON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Monticello 505 Walnut Street ACCORDANCE WITH THE POLICY PROVISIONS. Monticello, MN 55362 AUTHORIZED REPRESENTATIVE Jim Brown V IUUU -ZU14 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD City Council Agenda: 7/11/16 2J. Consideration to approve an application for temporary on -sale liquor license for the Monticello Lions Club for their Brewfest event on August 20, 2016 QS) A. REFERENCE AND BACKGROUND: The Monticello Lions Club is requesting approval of an application for a 1 -day temporary on -sale liquor license on August 20, 2016 for their annual Brewfest event. The Lions Club will be setting up the event in West Bridge Park, located at 107 West River Street. The Lions Club has provided a certificate of insurance for this event and will be submitting an application for a special event permit for use of West Bridge Park in the coming months. City Council is required to approve temporary liquor applications prior to sending them to the State Alcohol and Gambling Division for approval. Al. Budget Impact: None A2. Staff Workload Impact: Minimal staff time to send application to State Alcohol and Gambling Division for approval. B. ALTERNATIVE ACTIONS: 1. Motion to approve the application for a temporary liquor license for the Monticello Lions Brewfest event on August 20, 2016 at West Bridge Park, contingent on approval of the Special Event Permit. 2. Do not approve the application for a temporary liquor license. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 for approval of the application. D. SUPPORTING DATA: • Application for temporary liquor license • Certificate of Liability Insurance KA AM =8 PANNESOTA DEPAfvTMCNT Of PuBt IC SArt^? Name of organization Monticello Lions Address PO Box 673 Name of person making application Date(s) of event August 20, 2016 X lChad Vokaty Add New Officer Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division 444 Cedar Street, Suite 222, St. Paul, MN 551 {01 651- 201 --7500 Fax 651 - 297 -5259 TTY 651 -282 -6555 APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Organization officer's name Location where permit will be used. If an outdoor area, describe. West Bridge Park, 107 West River Street, Monticello, MN 55362 Date organized Tax exempt number - - -� October 1975 Q -+602 —� City State Zip Code Monticello Minnesota 1155362 Business phone Home phone 612 - 366 -0717 612- 366 -0717 Type of organization ❑ Club [] Charitable ❑ Religious N Other non - profit City State Zip Big Lake _ Minnesotan 55309 If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. Christensen Group- $1,000,000.00 Each Occurence - $1,000,000.00 Aggregrate Lucas Olson - 952 -653 -1000 APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City /County Date Approved <%L0 City Fee Amount Permit Date (,d -3 / t 2 Date Fee Paid Signature City C er or ty Official Approved Director Alcohol and Gambling Enforcement �N .'Submit this form to the city or county 30 days prior to event. Forward application signed by city and/or county to the address above. If the application is approved the Alcohol and Gambling Enforcement Division will return this application to be used as the permit for the event. Page 1 of 1 A4COORtf CERTIFICATE OF LIABILITY INSURANCE kl--r'' DATE(MM/DDNYYY) 1 6/3/2016 THIS CERTIFICATE IS ISSUED AS A 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 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 Christensen Group Insurance NAME: Lucas Olson PHONE (952) 653 -1000 ac No (952)b53 -1100 11100 Bren Road 'best ED Og'Ess :lolson @christensengroup.com INSURERS AFFORDING COVERAGE NAIC #! Minnetonka MN 55343 INSURER A:NSI _ A Division of West Band 22608 INSURED INSURER B., EACH OCCURRENCE Monticello .Lions Club INSURERC: PREMISES Ea occurrence PO Bois 673 INSURER D: MED EXP (Any one n) INSURER E: Monticello MN 55362 INSURER F: A107246 COVERAGES CERTIFICATE NUMFIER-16 -17 Liab RI=VICInN Lur uuRPO. 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. INS TYPE OF INSURANCE s POUCY NUMBER POLICY EFF WDDIYY POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR EACH OCCURRENCE $ 11000, 000 PREMISES Ea occurrence $ 100,000 MED EXP (Any one n) $ EXCLUDED A107246 1/1/2016 1/1/2017 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY Q PE D 7 Loo GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE Ea accident $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS 130DILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE Per accident $ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS L1AB CLAIMS -MADE DEL) I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS` LIABILITY YIN ANY PROPRIETORIPARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? NIA P R T - TA7 TE I ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 5 A LIQUOR LIABILITY A107247 1/1/2016 1/1/2017 EACH COMMON CAUSE #1, 000 , 000 AGGREGATE #1,000,000 DESCRIPTION OF OPERATIONS f LOCATIONS 1 VEHICLES (ACORD 101, Addltlonal Remarks Schedule, nnay be attached it more space is required) RE: Monticello Lions Brewfest Certificate holder is included as an Additional, Insured under the Commercial General Liability and Liquor Liability when required by written contract. City of Monticello West Bridge Park 107 W River St Monticello, MN 55362 ACORD 25 (2014/01) INS025 (201401) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John Hendrickson /LMO C0 1988 -2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD City Council Agenda: 07/11/16 2K. Consideration to approve a Special Event Permit allowing exclusive use of West Bridge Park and related assistance in conjunction with the Brewfest event on August 20, 2016. Applicant: Monticello Lions Club (JS/PW) A. REFERENCE AND BACKGROUND: The City Council is asked to consider approval of a special event permit for the Brewfest event, a craft beer - tasting fundraiser organized by the Monticello Lions Club. The request has several associated considerations: a) Approval for use of West Bridge Park from 7:00 AM — 10:00 PM (to accommodate set -up and tear -down) b) Approval of the use of city parking lots in the downtown area C) Approval for city staff assistance for preparation and set -up d) Closure of portions of W. River Street and Walnut Street This adult - oriented community event is proposed to occur Saturday, August 20, 2016, from 3 to 7 p.m., and is being promoted and held in cooperation with eligible Minnesota craft brew vendors and local food vendors. Brewfest organizers are expecting 120 brew types at 45 tables, as well as local restaurant vendors, and an attendance of 1500 persons. Brewfest representatives have indicated that the set -up for the park will be very similar to last year's event. As a condition of approval, the Brewfest Committee will be asked to coordinate with the Parks Superintendent and Streets Superintendent on site planning and parking coordination. The event is proposed to be located in West Bridge Park. Event attendees would access the park from different locations nearby, with restricted points of entry into the event area in the park itself. The Brewfest Committee indicates in the attached application narrative that the event area within the park will be sectioned off with temporary fencing in order to restrict the point of entry to those over 21 years of age, as this event will be limited to only those persons over 21 holding an event ticket. The Lions Club will be responsible for placement of fencing around the park perimeter and for signage at the parking lots, with snow fence and posts provided by the City as is available. The Brewfest event will include a band for background listening. It is not anticipated that this would create any concerns about sound or volume. However, the Lions Club is being asked to provide advance notice of the event to surrounding homes and businesses within a 2 -block radius. The Brewfest Committee is seeking City assistance for providing barricades, cones, picnic tables, and set -up of those items. The Committee will be asked to verify trash and portable restroom services for the event. The Committee has requested use of the park from 7:OOAM — 10:00 PM to accommodate set -up, clean -up and tear -down by Lions Club members. City Council Agenda: 07/11/16 As with the 2015 event, Public Works staff has proposed a plan to block off some streets in the area of West Bridge Park in order to control traffic flow into and out of the park vicinity. Any approval is contingent on coordination with the Streets Department and Wright County Sherriff s Office for final security, traffic control and street closures. A map of the proposed closures and site plan has been prepared by the Street Superintendent and is attached for reference. The Sheriff's Office has reviewed the permit application and has indicated no issues with the proposed permit; the Sheriff's Office noted that the event organizers have in the past hired an off -duty deputy to assist with security. The Monticello Lions Club is required to obtain insurance to cover the event and its activities, including liquor liability coverage, with the City named as second insured. The Lions Club is responsible for verifying that individual food and beverage vendors have the appropriate insurance coverage and state permits. The Lions Club is expected to provide security for the event through the Wright County Sheriff's Department. Brewfest is designed to be a fundraiser for this non - profit organization. The group has indicated that the Lions were able to give back approximately $30,000 to the community as a direct result of last year's Brewfest event. At tonight's meeting, the Monticello Lions are also requesting a one -day temporary liquor license for the event. Al. Budget Impact: None. A2. Staff Workload Impact: The Lions Club is requesting City assistance for delivery and pick -up of barricades, cones, and picnic tables. These will be delivered to the site and picked up during regular staff hours by the Parks Department (estimated 16 hours). The Street Superintendent will also prepare and provide a site plan for barricade and cone placement. The Streets Department will be responsible for placing and removing all street barricades and signage (estimated 12 hours). B. ALTERNATIVE ACTIONS: 1. Motion to approve the Special Event Permit allowing temporary use of West Bridge Park for the Monticello Lions Brewfest event from 7 a.m. to 10 p.m. on Saturday, August 20, 2016, including City assistance, use of municipal parking lots, and street closures. The approval is contingent on: a. Continued site plan and parking use coordination with the Street Superintendent and Park Superintendent. b. Appropriate signage and fencing in coordination with the Street and Park Superintendents. C. Verification of trash and portable bathroom services for the event. 2 City Council Agenda: 07/11/16 d. Verification of notification of affected local businesses and residents within a 2 -block radius of the Park by permit holder, no later than two weeks prior to event. e. Notification and event coordination with Wright County Sheriff's Office. f. Provide a Certificate of Insurance for the event, including liquor and general liability, with the City named as a second insured. 2. Motion to deny Special Event Permit for Brewfest event on August 20, 2016. C. STAFF RECOMMENDATION: City staff supports Alternative #1 above. D. SUPPORTING DATA: • Application & Narrative — Lions Club • Aerial Image showing proposed street and parking lot closures, 2016 • Certificate of Liability Insurance CITtt'. rJj. MontioceRo CITY OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Monticello, MN 55362 Special Event Permit (763) 295 - 271. into Qci.monticello.mn.us Application Checklist 1. APPi��T a 1HOWA ON -d TY C l w1l ; Property Address':?. T- Property Legal Description } Property ID Number 1. A description of the proposed special event, how it will function Piic'ERiY' �� 11�3��►"��11�1 .. - Owner Name ( 6 t C L Owner Address` ,42. An explanation of how the proposed special event will meet Owner Phone '7 Z -S` — l% each of the review criteria specified by code (on reverse), as well Owner Email as any additional criteria that may apply for the specific use. _ AFP� 11 AT t. . Applicant Name j/ ' A f LL& tWl r— L, G1 Applicant Address t :� l L_t Applicant Phone - } ' t c' J,101yC11 1 ' -7 l7 l(,J4CI S z- 26 t� Applicant Email Name of Event Location /Address of Event ©. it) 1� Dates & Times of Event APPi��T APPIUC410 +I Suamfi At ftEQUIRI ENIEi+�i' -d TY C l w1l ; A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and ,42. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; r 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Electronic copies of all written narratives and plan sets required above. Application fee of $50.00. 09/15/11 rMperty w er 1 am the fee title owner of the described property and 1 agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. C/ ry Applicant's 5taltrxzeni This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and Information I have submitted are true and correct. Si nature �` l( f p' llr 4�AlDate) { 1; � � / S� Base Plan Set Requirements - d v-a � J� YAW (t0 ULA \,/ -Q Ten 1Q { ) Reduced Plan sets —11 " x 17 " Complete A pp lication Required ` Q..C... The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the Community Development Department. Application Submission Schedule Application, required information, and payment must be submitted no later than 14 working days prior to desired approval date. CIT1i' APPR�iVAI. _ r a (Zoning Administrator Signature) (Date) (Community Development Director Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal checklist (as appticablej 09/15/11 2 Public Works Routing Admin Streets Director Law Enforcement Notification Liability Insurance Certificate Surrounding Property Owner Notification Complete Special Event Review Process • The Community Development Department will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the Community Development Department has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear, 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval • In approving the Temporary Use Permit for the special event, the Community Development Department is authorized to impose such conditions upon the issuance of the permit as may be 09/15/11 necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. I Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the Community Development Department. 09/15/11 Monticello Lions — PO Box 673 — Monticello, MN 55362 1�•NO We Serve 1 June 2016 Staff and Council City of Monticello 505 Walnut Street Monticello, MN 55362 Greetings, As you are likely aware, the Monticello Lion's Club has a long tradition of serving the Monticello community, especially the humanitarian needs of our less fortunate residents, and having fun as we serve. We raise money for programs in a variety of ways and are currently planning an event that we need your help with in order for us to be successful. The event we are planning is the 2015 Monticello Lions Brewfest, a "Craft Beer Tasting Festival ". We are expecting 120 plus beer "flavors" from craft brewers to be presented for tasting. We are planning to make it a celebration of not only craft beer from small brewers, but also a festival of music and food from local restaurants. Our participation goal for the2016 Brewfest is 1500 attendees. The date of the festival is August 20, 2015. Consider the mission statement for this event, "To establish and promote a signature craft beer tasting event for the purpose of raising revenue, in order to continue and expand the community service tradition of the Monticello Lions by using the funds raised for humanitarian purposes. The motto of the Monticello Lions and Lions everywhere being, "We Serve". We are hoping to build on the success of the previous years festivals. Our goals are to increase the number of beer vendors, the number of beers to taste, the number of attendees, and the amount of net revenue, and to improve the experience for all in attendance. Judging by the response of all of the stakeholders including brewers, distributors, food vendors, attendees and the Lions, we are well on our way to achieving this goal. Last year the Lions were able to give more than $30,000.00 back to the community as a direct result of the Brewfest festival. Just a few of the beneficiaries of these funds include the Monticello Food Shelf, the Monticello Fire Department, 320 families and individuals that received food baskets last Christmas, and many other programs that serve the community, especially the less fortunate among us. The actual use of West Bridge Park will be to set up to 45 tables, some or all with small pop -up tents over them, for Craft Beer Brewers to display their craft beers for sampling. Festival attendees will be given a two ounce sampling glass to use to sample as many of the craft beers present as they wish to. In addition to the craft beer brewers there will be up to six local restaurants with tables and small tents selling their culinary specialties. We have also retained a band with a comfortable bluely rock flavor to provide a pleasant musical background for the event. The event will take place rain or shine. We have had great days, weather wise, for the last four year's events, and are hoping for another just like it this year. The tasting hours for this event will be from 3 — 7 PM. By Minnesota statute, a tasting festival can only run for four hours. We are requesting reservation of the park from 7:00 AM to 10:00 PM to accommodate set-up and tear -down J clean -up. At the end of the event Lions members will take down, pack up and remove all materials, structures, trash, etc. from the site. To accomplish the goal of a successful, orderly and peaceful event, we request that the park be closed to all other uses for that day. We intend to place a fence around the perimeter of the space that we will be using. All Brewfest activities will take place within the fence. All persons inside the fence must be 21, must have purchased a Brewfest ticket, and be wearing a wristband that we will issue. This narrative is attached to the permit application. We have had extensive contact with City of Monticello employees that may be affected by this event, and communicated with them so as to set up in a manner that is acceptable to the City of Monticello. Several City of Monticello employees are also members of the Monticello Lions Club. Sincerely, " v Mike Cyr Monticello Lions Brewfest Committee 612.366.0717 Monticello PUBLIC WORKS A4COORtf CERTIFICATE OF LIABILITY INSURANCE kl--r'' DATE(MM/DDNYYY) 1 6/3/2016 THIS CERTIFICATE IS ISSUED AS A 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 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 Christensen Group Insurance NAME: Lucas Olson PHONE (952) 653 -1000 ac No (952)b53 -1100 11100 Bren Road 'best ED Og'Ess :lolson @christensengroup.com INSURERS AFFORDING COVERAGE NAIC #! Minnetonka MN 55343 INSURER A:NSI _ A Division of West Band 22608 INSURED INSURER B., EACH OCCURRENCE Monticello .Lions Club INSURERC: PREMISES Ea occurrence PO Bois 673 INSURER D: MED EXP (Any one n) INSURER E: Monticello MN 55362 INSURER F: A107246 COVERAGES CERTIFICATE NUMFIER-16 -17 Liab RI=VICInN Lur uuRPO. 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. INS TYPE OF INSURANCE s POUCY NUMBER POLICY EFF WDDIYY POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR EACH OCCURRENCE $ 11000, 000 PREMISES Ea occurrence $ 100,000 MED EXP (Any one n) $ EXCLUDED A107246 1/1/2016 1/1/2017 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY Q PE D 7 Loo GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE Ea accident $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS 130DILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE Per accident $ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS L1AB CLAIMS -MADE DEL) I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS` LIABILITY YIN ANY PROPRIETORIPARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? NIA P R T - TA7 TE I ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 5 A LIQUOR LIABILITY A107247 1/1/2016 1/1/2017 EACH COMMON CAUSE #1, 000 , 000 AGGREGATE #1,000,000 DESCRIPTION OF OPERATIONS f LOCATIONS 1 VEHICLES (ACORD 101, Addltlonal Remarks Schedule, nnay be attached it more space is required) RE: Monticello Lions Brewfest Certificate holder is included as an Additional, Insured under the Commercial General Liability and Liquor Liability when required by written contract. City of Monticello West Bridge Park 107 W River St Monticello, MN 55362 ACORD 25 (2014/01) INS025 (201401) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John Hendrickson /LMO C0 1988 -2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD City Council Agenda: 07/11/16 2L. Consideration to approve a Special Event Permit for outdoor entertainment at Chatter's Bar & Grill on Friday, July 1511 and Saturday, July 16th, 2016; Applicant: Steffens, Brooke /Chatters Restaurant (AS) A. REFERENCE AND BACKGROUND: The City has received a Special Event permit application from Chatters Restaurant for live entertainment activities after 10:00 PM. Special Event permits are also brought to the City Council if there is the potential that the activity proposed could impact the City's regulations pertaining to noise. The Special Event Ordinance was approved on May 23rd and it allows the City Council to approve Special Event permits for activity after 10 p.m. 3 -19 -2: (D) Special events shall not operate before 7 a.m. or after 10 p.m. unless a Special Event Permit (or other) for such activity has been approved by the City Council. Such permit supersedes the provisions of City Code 6- 1- 10(B). In this case, Chatter's Restaurant has applied for a Special Event permit for Friday evening, July 15, 2016 and Saturday, July 16, 2016. Their outdoor events are proposed to take place both evenings from 9:00 PM to 1:00 AM. The applicant intends to have live music Friday evening, and a DJ service on Saturday evening. As described by the applicant in their site plan and narrative, it is their intent to have the activity occur in the west area of their parking lot. The Chatters property itself is located in a B -3 zoning district and is located directly adjacent on its west property line to Highway 25. The site is surrounded to the north, east and south by commercial property. The property is located approximately 735 feet from the nearest residential property, which is in the Groveland neighborhood. The Groveland neighborhood is separated from the site by both commercial property and Highway 25. The applicant's narrative indicates that the band would be oriented north inside the tent for the event. By orienting the band to the north, the restaurant is intending to minimize the potential the noise impacts to the residential area located to the west. The restaurant is also proposing to enclose the band and activity area with a 30' x 60' tent. The area will also be fenced. The Wright County Sheriff's Office received a copy of the permit application for review. No noise complaints were received for the previous year's event. The Sheriff's Office did receive a call for response to a disturbance at last year's event, but indicated that there were no concerns regarding issuance of this year's permit. Al. Budget Impact: None. City Council Agenda: 07/11/16 A2. Staff Workload Impact: Minimal staff time was necessary to review the request and prepare this report. No additional staff time is anticipated for this request. B. ALTERNATIVE ACTIONS: Motion to approve the Special Event Permit for outdoor entertainment at Chatter's Restaurant Bar & Grill for July 15th and 16th, 2016, as described in the application materials. 2. Motion to deny the Special Event Permit for outdoor entertainment at Chatter's Restaurant Bar & Grill, based on findings to be made by the City Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 above. D. SUPPORTING DATA: • Application & Narrative • Event Map • Certificate of Liability Coverage `U }_ manticdo CITY OF MONI'ICJELLO Community Development 505 Walnut Street, Suite 1 Special Event Permit Monticello, MN 55362 (763) 295 -2711 . info(uci.monticello.mn.us i�pp�ication Checklist APPUCA T PROPERTY INFORMATION CITY CHECKANr Property Address C4 A t; Property Legal Description A written narrative including: Property ID Number I. A description of the proposed special event, how it will function PROPERTY OWNER INFORMATION on the property, hours and dates of operation, and any other Owner Name Owner Address Owner Phone Owner Email I `' ' � "4 :. ,# it, 10 - -W We* H ah APPLICANT 11I FORMATION Applicant Name t � S 2. An explanation of how the proposed special event will meet Applicant Address M c..f, 9V;- -- Applicant Phone Applicant Email F UOf' - Name of Eventj , . G Location /Address of Event ObIt A rV, h tJ .5�0t . Dates & Times of Event 1114 16 r —1-04JAIM A _ ! —kzt3 APPUCA T APPLICATION SUBMITTAL REQUIREMENTS CITY CHECKANr CHECK A written narrative including: I. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Electronic copies of all written narratives and plan sets required above. Application fee of $50.00. 09/15/11 Property Ow'ner's Statement -- I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted, Date Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. ure) .z- _� I (Date) Base Plan Set Requirements~" Ten (10) Reduced Plan sets --11" x 17" Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the Community Development Department. Application Submission Schedule Application, required information, and payment must be submitted no later than 14 working days prior to desired approval date. CITY APPROVAL (Zoning Administrator Signature) (Date) (Community Development Director Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal checklist (as applicable): 09/15/11 2 Public Works Routing Admin Streets Director Law Enforcement Notification Liability Insurance Certificate Surrounding Property Owner Notification Complete special Event Review Process • The Community Development Department will review all Temporary Use Permit applications, • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the Community Development Department has determined the use shall: Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; ® Be compatible with the principal uses taking place on the site; o Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; S. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Temporary Use Permit for the special event, the Community Development Department is authorized to impose such conditions upon the issuance of the permit as may be 09/15/11 necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: I. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the Community Development Department. 09/15/11 4 Chatters Restaurant and Bar will be hosting Brat Pack Radio (live band) on Friday July 15" 2016 from 9:OOpnm-I:OOarn and a All Request [U (live music) on Saturday July 16 m2U16.(Riverfestweekend) We would like to have the band and DJ perform on our front parking lot. The band will be facing north towards the restourant. The Band/DJ will NOT be facing residential hnus/ng. We are also providing party tent that will cover the entire Band/DJ along with all of our customers which will help with a lot of the noise. We will have a 30x6O ft. tent that will also be fenced off along with a small part of the parking |ot.Asitep|anisottarhedtoshovvyouvvhatspotsvvevviUbeus|ng.|fyouhaveanyfu/therquesbony please feel free to contact me at 763-271-0070 Thank You, Brooke Steffens fL PLAN, f t NO r r a low • ` _- - Jew wit- -- _ € _ _ ------ ---- -- - #s 21 r r f _ zz:!%. 4;.�- m to ti3 -�i BAR &VOiDsa.- AICORI:Y CERTIFICATE OF LIABILITY INSURANCE RA N C E DATE(MMIDDNYYY) �. 4 06/27/2016 THIS CERTIFICATE IS ISSUED AS A 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 endomement(s). PRODUCER CONTACT NAME: Beth Fielder Advantage 1 Insurance ALc. N Ext : 320- 253 -3525 A No :320 -650 -1361 4191 2nd St S PO Box 7489 Ao1 RESS. info@advantageoneins.com St Cloud, MN 56302 INSURER(S) AFFORDING COVERAGE I NAIC # INSU_RERA: Auto - owners insurance Co. WEST RIVER RESTAURANTS INC _ INSURED INSURER B: Raul Mutual Insurance DBA CHATTERS RESTAURANT & BAR INSURER C: 4181 CEDAR ST INSURER D: MONTICELLO, MN 55362 -4523 INSURER E: INSURER F: CnVFRO[.FS (`Gfl?TICIar`ATC Al11MQCQ. nMnnnnn r�nwrn r.�.nn�.•.0 ....... 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 LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR Y 08093251 07/0112016 07/01/2017 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $ 300,000 MED EXP (Any one person) $ 10 000 PERSONAL & ADV INJURY $ 1,000,000 AGGREGATE LIMIT APPLIES PER: POLICY L_J JECT 17 LOC GENERALAGGREGATE $ 2,000,000 GEN'L PRODUCTS - COMP /OP AGG $ 1 000 000 $ OTHER: AUTOMOBILE LIABILITY ANY AUTO 08093251 I 07/0112016 07/01/2017 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 _ BODILY INJURY (Per person) $ X OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY X AUTOS ONLY BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ A X UMBRELLA LIAB OCCUR 14902028700 07/01/2016 07101/2017 EACH OCCURRENCE $ 1,000,000 EXCESS LIAB X CLAIMS -MADE '10,000 AG_ GREG_ATE $ 1,000,000 DED X RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y! N ANY PROPRIETORIPARTNER/E>CECUTiVE (Mandatory In ER EXCLUDED? (Mandatory to NH) If yes, describe under N/A WC 190485.04 07/01/2016 07/01/2017 STATUTE ERH E.L. EACH ACCIDENT $ 500 000 E.L. DISEASE - EA EMPLOYE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 600,000 DESCRIPTION OF OPERATIONS below A Liquor Liability 08093251 07/0112016 07101/2017 Liquor 1,000,000 DESCRIPTION OF OPERATIONS J LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Restaurants with sale of 30% or more butlers than 75% liquor /City of Monticello is listed as additional insured in regards to the special event being held July 15th 2016. Ropt 1 r_ nVwr_R SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Monticello THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ty ACCORDANCE WITH THE POLICY PROVISIONS. 505 Walnut St #1 Monticello, MN 55632 AUTHORIZED REPRESENTATIVE BJF) ©1988 -2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD Printed b BJF on June 27, 2016 at 02:44PM City Council Agenda: 07/11/16 2M. Consideration of approving public art to be placed at City View Park for future mountain bike trailhead. (TP) A. REFERENCE AND BACKGROUND: The City of Monticello has been presented with a unique opportunity to be the public partner with a local metal artist, Sue Seeger, who was chosen from 700 grant applications to receive a Minnesota Legacy Grant based upon her past artwork, ability to supervise and complete major projects, and the merits of her project ideas. She was awarded a grant for $10,000 to complete a metal sculpture for a public partner with a recreation base. After meeting with the artist and reviewing her work, the Parks Commission agreed that the best park for displaying the art would be at City View Park (a.k.a., Tower Hill) where a future mountain bike challenge course is being planned for construction in the fall of 2016 through the summer of 2017. The sculpture will be a life size deer in action made out of stainless steel mountain bike parts that have been donated to her from the local biking community, framed with 1/4" steel rods, and it will be placed in the ground on a 14 -guage post with a concrete base. The sculpture will be located at the main entrance point of the park on the hill which will be very visible as the future mountain bike trailhead. The city has wonderful metal art throughout the community from Parker McDonald and this artist will be able to continue that art legacy in our community. The sculpture is planned to be revealed at a public unveiling at the park in late October. Al. Budget Impact: There is no budget impact as the artist is constructing the art with funding from a Legacy Grant. A2. Staff Workload Impact: Staff will coordinate a public unveiling of the sculpture at the park in the fall of 2016. B. ALTERNATIVE ACTIONS: 1. Motion to approve public art to be placed at City View Park for the future mountain bike trailhead. 2. Motion to deny public art to be placed at City View Park. C. STAFF RECOMMENDATION: The Monticello Parks Commission and City staff recommend approving public art to be placed at City View Park for future mountain bike trailhead as outlined in Alternative #1. D. SUPPORTING DATA: • Map of City View Park showing the location of the sculpture. • Picture of proposed art. METAL DEER SCULPTURE LOCATION nt p ! F� y 44 1I 3 Sue Seeger's Metal Sculpture Art City Council Agenda: 07/11/16 2N. Consideration to adopt Resolution #2016 -045 approving plans and specifications and authorizing the advertisement of bids for the TH 25/7th intersection improvements, City Proiect No. 15CO04 (SB) A. REFERENCE AND BACKGROUND: On January 11, 2016, the City Council held the public hearing and authorized the preparation of plans and specifications for the TH 25 and 7th Street Intersection Improvement project. Improvements to the intersection include the following: 7th Street East: • Reconstruct bituminous pavement between TH 25 and Cedar Street. • Construct a right turn lane and relocate sidewalk along westbound 7th Street between TH 25 and Cedar Street. • Install 6 -foot wide concrete sidewalk on the south side of 7th Street from TH 25 to Cedar Street, adjacent to Perkins, Americinn and Taco Bell. • Signal improvements including flashing yellow arrows at the TH 25 approaches with center left turn lane striping on 7th Street between TH 25 and Cedar Street • Complete streetscape improvements along 7th Street between TH 25 and Cedar Street and along 6th Street adjacent to the modular block retaining wall. TH 25: • Construct northbound and southbound right turn lanes at 7th Street. • Signal improvements including flashing yellow arrows at the 7th Street approaches • Complete streetscape improvements along the TH 25 corridor between 7th Street and 6th Street. • Construct City entrance monument /plaza at the northeast corner of TH 25 and 7th Street. • Install 6- foot -wide concrete sidewalk and boulevard treatments on the west side from 7th Street to 6th Street. • Install 8- foot -wide concrete sidewalk and boulevard treatments on the east side from 7th Street to 6th Street. • Install modular block retaining wall north on the east side north and south of 7th Street to match the recently constructed wall along 7th Street adjacent to Hillside cemetery. Project Schedule The final plans were approved by MnDOT District 3 and central office for bidding on June 30, 2016. The project is anticipated to be bid on August 4 and awarded on August 8, 2016 at the earliest. If the project is awarded, construction is anticipated to start mid to late August. Most of the construction would occur at night between 7 p.m. and 6 a.m. given the lane closure restrictions on TH 25 during the day and the inability to shift traffic due to the existing median and roadway widths. It is estimated that the project will take 40 working days to complete. If is feasible that construction of the project could be completed by October 31, 2016, given and award date of City Council Agenda: 07/11/16 August 8, weather conditions are favorable and contractors are available to complete the project this year. However, given the timing for construction commencing and the uncertainty of the bid amounts the City will receive, WSB has evaluated and option for constructing a portion of the project in 2016 with the remaining work to be completed in 2017 in order to provide flexibility with the contractor's schedule. The priority improvement for this project includes the 7th Street right turn lane and the associated signal improvements, therefore it is recommended that this work be completed first. The project specifications will stipulate that at a minimum, the 7th Street right turn lane and reconstruction of 7th Street between TH 25 and Cedar Street will be completed by October 31, 2016. In this situation, a temporary signal would be in place during the winter of 2016 /2017 until construction would start again in the spring of 2017. The other option is that the contractor could complete all or a portion of the remaining improvements by October 31, 2016 and then continue work again in the spring of 2017 if needed. The remaining work would include the right turn lanes on TH 25, sidewalk and pedestrian improvements, modular block retaining wall, etc. In either situation the landscaping is anticipated to be completed in the spring of 2017. By stipulating in the contract that at a minimum construction of the work along 7th Street be constructed this year with a temporary signal in place, this provides the contractor with flexibility to complete a reasonable portion of the project in 2016 and then complete the entire project in early spring. This may be beneficial to a contractor who is looking for work early next spring prior to other projects bidding and starting later in 2017. On the other hand, if a contractor is available to complete the work this year, that option will be available as well. Flexibility in the schedule may provide the City will a lower bid as well. Al. Budget Impact: The total estimated project cost for the TH 25 and 7th Street intersection improvements totals $1,600,000. This cost includes construction costs, contingency and indirect costs. This project is proposed to be funded using street reconstruction bonds, capital improvement funds, advancement of state aid funds, MnDOT local initiative funds and special assessments to benefitting properties. MnDOT's local initiative share is estimated at $400,000. It is anticipated that approximately $43,000 will be levied in special assessments to Perkins, Taco Bell and the Americinn hotel for street reconstruction and new sidewalk construction along 7th Street. Approximately $1,000,000 of the project costs are eligible for State Aid funding. The City will need to advance these funds as the current balance is $425,000. A resolution to advance funds was adopted by the Council on April 25, 2016 and subsequently approved by MnDOT. A2. Staff Workload Impact: WSB will administer the bidding process. 2 City Council Agenda: 07/11/16 ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution #2016 -045 approving plans and specifications and authorizing the advertisement of bids for the TH 25/71h intersection improvements, City Project No. 15C004 2. Motion to deny adoption of Resolution #2016 -045 at this time. B. STAFF RECOMMENDATION: City staff recommends approving Alternative #1 as this project has been identified in the City's Transportation Plan and Capital Improvement Plan and it is timely to move forward now for construction to commence this year. Staff is currently developing a communication plan for the project similar to the TH 25 /CSAH 75 project. D. SUPPORTING DATA: • Resolution #2016 -045 • Project Plans and Specifications (available at City Hall) CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-045 APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS FOR THE TH 25/7 TH STREET INTERSECTION IMPROVEMENTS, CITY PROJECT NO. 15CO04 WHEREAS, pursuant to resolution approved by the City Council on January 11, 2016, the City Engineer has prepared plans and specifications for the TH 25 and 7th Street Intersection Project described as follows: 7' Street East: • Reconstruct bituminous pavement between TH 25 and Cedar Street • Construct a right turn lane and relocate sidewalk along westbound 7th Street between TH 25 and Cedar Street • Install 6 -foot wide concrete sidewalk on the south side of 7th Street from TH 25 to Cedar Street, adjacent to Perkins, Americinn and Taco Bell • Signal Improvements including flashing yellow arrows at the TH 25 approaches with center left turn lane striping on 7th Street between TH 25 and Cedar Street • Complete streetscape improvements along 7th Street between TH 25 and Cedar Street and along 6th Street adjacent to the modular block retaining wall TH 25: • Construct northbound and southbound right turn lanes at 7th Street • Signal improvements including flashing yellow arrows at the 7th Street approaches • Complete streetscape improvements along the TH 25 corridor between 7th Street and 6th Street • Construct City entrance monument/plaza at the northeast corner of TH 25 and 7th Street • Install 6- foot -wide concrete sidewalk and boulevard treatments on the west side from 7th Street to 6th Street • Install 8- foot -wide concrete sidewalk and boulevard treatments on the east side from 7th Street to 6th Street • Install modular block retaining wall north on the east side north and south of 7th Street to match the recently constructed wall along 7th Street adjacent to Hillside cemetery And other necessary appurtenance work, and improvements. WHEREAS, the City Engineer has presented such plans and specifications to the Council for approval; NOW THEREFORE, BE IT RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: Such plans and specifications, a copy of which is on file in the office of the City Clerk, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in the Star Tribune and /or Construction Bulletin an advertisement for bid upon the making of such improvement under such approved plans and specifications. The advertisement shall be published no less than three weeks before the last day for submission of bids, once in the City's legal publication and at least once in either a newspaper published in a city of the first class or a trade paper. To be eligible as a trade paper, a publication shall have all the qualifications of a legal newspaper except that, instead of the requirement that it shall contain general and local news, such trade paper shall contain building and construction news of interest to contractors in this state, among whom it shall have a general circulation. The advertisement shall specify the work to be done, and shall state that bids will be opened at 10 a.m. on August 8, 2016 and that the award of the bid and the responsibility of the bidders will be considered by the City Council at 6:30 p.m. on August 22, 2016 in the Council Chambers of City Hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed with the Clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the City for 5% of the amount of such bid. ADOPTED BY the Monticello City Council this 1 I"' day of July, 2016 CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator City Council Agenda: 07/11/16 20. Consideration of adopting Resolution #2016 -048 approving a Cooperative Construction Agreement with MnDOT for the TH 25/7' Street Intersection Improvement Project No. 15C004. (SB) A. REFERENCE AND BACKGROUND: MnDOT is requesting the City enter into a cooperative construction agreement for the TH 25/7th Street Intersection Improvement Project as MnDOT has committed using trunk highway funds for the right turn lane construction and signal improvements on TH 25. The enclosed agreement is a standard agreement that the City has entered into with other projects. Agenda item #20 summarizes the project components and funding. A.1 Budget Impact: MnDOT's local initiative share is estimated at $394,172.00 per the enclosed agreement. In general, MnDOT's costs share of construction costs includes 100% of the base construction costs for the right turn lane construction on north bound and southbound TH 25 at 7th Street and 50% of the permanent signal construction costs for their "legs" of the intersection. A.2 Staff Impact: City staff and WSB staff time will involve completing required payment requests from MnDOT as construction of the project progresses per the agreement. B. ALTERNATIVE ACTIONS: 1. Motion to adopt City Resolution #2016 -048 approving a Cooperative Construction Agreement with MnDOT for the TH 25 /7th Intersection Improvement Project No. 15C004. 2. Motion to deny adoption of City Resolution #2016 -048. C. STAFF RECOMMENDATION: Staff recommends Council approval of Alternative #1. The agreement needs to be executed by the City and MnDOT prior to the award of the project, which is anticipated for August 8, 2016. D. SUPPORTING DATA: • Resolution #2016 -048 • MnDOT Cooperative Construction Agreement CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-048 ENTERING INTO COOPERATIVE CONSTRUCTION AGREEMENT NO. 1002877 WITH THE MINNESOTA DEPARTMENT OF TRANSPORTATION WITH THE CITY OF MONTICELLO FOR THE TH 25/7th STREET INTERSECTION IMPROVEMENTS, CITY PROJECT NO. 15CO04 WHEREAS, the City of Monticello desires to enter into a Cooperative Construction Agreement with MnDOT for the TH 25/7 TH Street intersection improvements (the "Project "); and NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the City of Monticello enter into MnDOT Agreement No. 10028777 with the State of Minnesota, Department of Transportation to provide for payment by the State to the City of the State's share of the costs of the right turn lanes construction to be performed upon, along and adjacent to Trunk Highway No. 25 from I94 northeast ramp to 6th street and located on 7th street from Trunk Highway No. 25 to Cedar street within the corporate City limits under C.P. 15C004, State Aid Projects No 222 - 010 -005, 222 - +101 -008 and State Project No. 8605 -53. BE IT FURTHER RESOL VED, that Mayor Brian Stumpf and City Administrator Jeff O'Neill are hereby authorized and directed to execute the Agreement and any amendments to the Agreement; and ADOPTED BY the Monticello City Council this 11th day of July, 2016. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator CERTIFICATION STATE OF MINNESOTA COUNTY OF WRIGHT I hereby certify that the foregoing is a true and correct copy of Resolution #2016 -048 duly passed, adopted and approved by the Monticello City Council at their scheduled meeting on July 11, 2016, and recorded in minutes of said meeting. Jennifer Schreiber, City Clerk Notary Public: Date: (STAMP) City Council Agenda: 07/11/16 4A. Consideration to accept bids and award proiect for the Bertram Chain of Lakes Regional Park — Athletic Park Interim Improvements. (AS /SB /TP) A. REFERENCE AND BACKGROUND: The City Council is asked to accept bids and award the project for the interim improvements at the Bertram Chain of Lakes Regional Park — Athletic Park. Bids for the project were received and opened on Tuesday, June 28, 2016 at 10:00 AM. The City received 3 bids, with the lowest bid being submitted by Barber Construction, Inc. in the amount of $220,507.00. The following table lists all bids received for the project along with the engineer's estimate. Contractor Grand Total Bid Barber Construction, Inc. $220,507.00 Landwehr Construction, Inc. $233,650.75 Sunram Construction, Inc. $250,472.00 Engineers Estimate $1989700.00 A summary including a detailed breakdown of each bid item for each contractor is enclosed. It is recommended to award the bid to Barber Construction Inc. as they are the lowest responsible bidder satisfying all bidding requirements. WSB has checked contractor references and it appears the contractor has worked successfully in other communities for this type of work. The Engineer's Estimate for the project was $198,700.00. The low bid was higher than the engineer's estimate, which can be attributed to the small scale of the project and the high workload of contractors this season per feedback from bidders. In addition to the costs noted above, the Parks Superintendent will have costs for seeding of the 20 -acre site in the estimated amount of $18,500, which includes seed, fertilizer, equipment, and fuel. The project cost will therefore total $239,007. The improvements include: • Gravel entrance drive (base for future paved drive) • Gravel parking area (45 spaces) and infiltration areas • 10' bituminous pathway from the gravel entrance drive to regional park entrance /trail connection point • Approximately 20 acres of open play space — suitable for soccer, lacrosse, frisbee Construction is required to be completed by August 15, 2016. Council will recall that this set of interim improvements is a requirement of provision for providing public access to the area of the park acquired under the Outdoor Recreation City Council Agenda: 07/11/16 grant used to purchase the 40.17 acre parcel. The 40.17 acres needs to be publicly accessible within three years of the date of acquisition, which is June, 2017. WSB will provide construction staking and inspection oversight for the project, per contract for the BCOL Athletic Park Master Plan. Al. Budget Impact: The total project cost is estimated at $239,007, including both the bid award and Parks Department components of the project. City budgeted $200,000 within the Parks Department 2016 budget for completion of the improvements. The balance of the project cost, estimated at $39,007, is proposed to come from the Closed Bond Fund. The Finance Director has indicated that there are adequate funds to finance the difference between budgeted amount and project cost. A2. Staff Workload Impact: The Parks Superintendent has planned for the workload associated with their component of the noted improvements and estimates a total of two full time and one seasonal employee working on the project, for approximately two -three weeks. City equipment will also be utilized for the project. B. ALTERNATIVE ACTIONS: 1. Motion to accept bids and award project to Barber Construction Inc. for the Bertram Chain of Lakes Regional Park — Athletic Park Interim Improvements. 2. Motion to reject bids. for the Bertram Chain of Lakes Regional Park — Athletic Park Interim Improvements and direct other action. 3. Motion of other. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. Acceptance of the bids and award of the project is consistent with the City's planning efforts to -date for the Bertram Chain of Lakes Athletic Park. In addition, these steps are required in order to move forward toward improvements required by the awarded grant funding. D. SUPPORTING DATA: • Letter of Recommendation • Bid Summary • Bid Tabulation • Interim Improvement Site Plan A WSB Building a legacy —your legacy. June 29, 2016 Honorable Mayor and City Council City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: BCOL Athletic Complex Interim Improvements City of Monticello Project No. 16CO01 WSB Project No. 2596 -110 Dear Mayor and Council Members: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 -541 -1700 Bids were received for the above - referenced project on Tuesday, June 28, 2016, and were opened and read aloud. Although there were ten prime bidders on the plan - holder list, only three bids were received. The bids were checked for mathematical accuracy and tabulated. Please find enclosed the bid tabulation indicating the low bidder as Barber Construction, Inc., St. Bonifacius, Minnesota, with a grand total bid in the amount of $220,507.00. The Engineer's Estimate for the project was $198,700.00. The low bid was higher than the engineer's estimate, which can be attributed to the small scale of the project and the high workload of contractors this season per feedback from bidders. If funding is available, we recommend that the City Council award a contract for the grand total bid in the amount of $220,507.00 to Barber Construction, Inc. as the lowest responsible bidder based on the results of the bids received. If the City Council considers rebidding the project, note that the city would incur additional costs related to the rebidding process and there is risk of receiving higher prices. Sincerely, WSB & Associates, Inc. Jason L. Amberg, RLA Associate / Group Manager — Landscape Architecture Enclosures cc: Jeff O'Neill, City of Monticello Angela Schumann, City of Monticello Tom Pawelk, City of Monticello Shibani Bisson, WSB & Associates, Inc. Eric Eckman, WSB & Associates, Inc. Equal Opportunity Employer wsbeng.com C: �Users�lennifer. Burrows�AppDato�LoccAMicrosoft�WindowsVNetC ache�Content .Outlook�4HYUK2V2�2596 -110 CST LTR RECMMD7 Name Date Page 2 Jake Barber, Barber Construction, Inc. srb C\ Usm\ Jennifer.BUrrows\AppData\Local\ Microsoft\ Windows\ INeiCache \Contem.Outlook \4HYUK2V2\2596 -110 CST LTR RECMM1DTN- h-- 062816.d- BID TABULATION SUMMARY PROJECT: BCOL Athletic Complex Interim Improvements City Project No. 16CO01 OWNER(S): City of Monticello, MN WSB PROJECT NO(S).: 2596 -110 BIDS OPENED: Tuesday, June 28, 2016, at 10:00 a.m. Local Time K:102596- 1101AdminlConstruction Admin12596 -110 CST Bid Tab Summary- 062816 - signed Bid Addendum Contractor Security Received Grand Total Bid (5 %) 1 Barber Construction, Inc. X N/A $220,507.00 2 Landwehr Construction, Inc. X N/A $233,650.75 3 Sunram Construction, Inc. X N/A $250,472.00 Engineer's Opinion of Cost $198,700.00 We hereby certify that this is a true and correct tabulation of the bids as received on June 28, 2016. Jason L. Amberg, RLA Associate / Group Manager - Landscape Architecture Denotes corrected figure K:102596- 1101AdminlConstruction Admin12596 -110 CST Bid Tab Summary- 062816 - signed I— _ Lij = LU U) ry LU >� O, O L J C r O M J 4) t Q N d _ ca " a� Q o, L _ y-+ �( m_ o- rn Lo N _ O 7 _ O O _ Q O L e Q_. M C ' r N O Qi ILL •� e -.m co - o CN N Q i +�+ ( o; r 0 7 ll n ll C K v r D u i D L 5 ll n > ll D D- D _ll L U Bertram Chain of Lakes Athletic Park Interim Improvements City of Monticello, MN City of Monticello Project # ................. WSB & Associates, Inc. Project ....... #2596 -110 Date ..................... ............................... 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(c CERTIFICATE OF SURVI LAYOUT PLAN SCALE: 1" = 100' D I _1 + + + + + + + + + + + + + + + - -___ -- Z + + + + + + + + + + + + + + + WI I R1075 - + + + + + + + + + + + + + + + - - - - -7 _ >I W I �+ + + + + + + + + + + + + + + __ - -- Q I + + + + + + + + + + + + + + +1 - - -- -PARCEL 1A QI � I+ + + + + + + + + + + + + , + + OI I + + + + + + + + + + + +— +— — + I - , + + + + + + + + + — + + + I i + + + + + + + _ +— + + + + + + I 6 I �I ii I + + —+ --I:- + + + + + + + + + + + I + + + + + + + + + + + + + , — — 50 SETBACK _ + + + + + + + + + + + + + + + p 96) m ii I h+ + + + + + + + + + + + + + + I� + + + + + + + + + + + + + + + I II II � v - + + + + + + + + + + + + + + + - - - - - -- - - + + + + + + + + + + + + + - - + + + + + + + + + + + + + + + + + - -- I + + + + + + + + + + + + + + + I I�+ + + + + + + + + + + + + + + I, I + + + + + + + + + + + + + + +I 4r N + + + + + + + + + + + + + + + - + + + R1075 c 0 ;i + + + + + + + I Ii + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + do + + + + + + + + + + + + + + + I rn i j, J 6' + + + + + + + + + + + + + + + " + + + + + + + + + + + + + + + •` - ' 'v ' + + + + + + + + + + + + + + �� � � I , i + + + + + + + + + + + + +_ �- 9 � — _ 1 6 oil i � — __ + �� � 1- �� � -IN- T + + + s ,9. 63 _ J ` D _K' � _\I + — — + + + + + + + + + + + �� I ='� + + + + + - -+- + + + + + + + + III II � — I I\ \ \ + + + -� + + + - + + + — °I- — +_ + + + + +°' + �cO + ��1+ 6 + + + + + ro I + + + + + + +° + + + + + + + 9g 3 R850 � + + + + + + + + + rn + + + + + + _ _ — + + +; + + + __ + + + + + + + + i f _ U C� Y - - -- = -- CEL r r 1i, + + + + +vv +— + + + + + + ' rn i II - + + + + +' —+ —'r+ + + + + + + + + I , + + + + + + + + + + + + + + + + + + + + + +� i i 0 'll 966.39 ESC - IlI -- - - - - -- —� 30SETBACK I -r 1 _ _ � 600 _ soot 9 ��,= �- COUNTY PARK D SK s D % - - , „- ___ - - - -_ 96 - -_ - - - -- , 6 0 100 200 300 'COQ Scale 1 100' O O N ./ MONUMENT SIGN SIZE: APPROX. 7.5' WIDE X 7.5' TALL POST 5X6 TIMBERS SMALL SIGN FACE: 2'X4' LARGE SIGN FACE: 4'X4' 4 C) 0 r0rT� F� H O r ' I� 0 W O H—I w^ � MONUMENT SIGN NOT TO SCALE z 0 zz Q X w 0 z z'w o� Co w CE Q 0 w J z Y Q z W U a U EL a Lu O a O O ¢ z w o ? �gLL o LL Q 0 O FL wW < Q Wog a >c7w aw�w 0 w o � D z Lu = 0- o < ~ O J J LLI }m°ff w waQZ' 0a�C) > w Q w ma�� w Q z U =�QQ E Z O O O L 4- m O a V � Q J O MV W 0 0 o M Lo �� _� x o LID =3 Z °o > v E Q .N -q 0 a3 O U Q M O) X aa) CD w V, m o Q a O O 0 0 U M O O O v 0) o -0 z Q U J J O CO N O N 0 N Q Q w 0 SHEET L3.0 O ca J O w z Q ED � o � z W 7 , N ~O W 0 o z a J) Q C2 Q 0 w J z Y Q z W U a U EL a Lu O a O O ¢ z w o ? �gLL o LL Q 0 O FL wW < Q Wog a >c7w aw�w 0 w o � D z Lu = 0- o < ~ O J J LLI }m°ff w waQZ' 0a�C) > w Q w ma�� w Q z U =�QQ E Z O O O L 4- m O a V � Q J O MV W 0 0 o M Lo �� _� x o LID =3 Z °o > v E Q .N -q 0 a3 O U Q M O) X aa) CD w V, m o Q a O O 0 0 U M O O O v 0) o -0 z Q U J J O CO N O N 0 N Q Q w 0 SHEET L3.0 O ca J z o, ry OL J C O- c� J 4) Q - a� � W o) a) Q O, �_ �L �c CD co � 1 N _ O 0_ O _ Q o� M O' N O - Y LL . ca o= O. r � N Q o; 6 II II � ADJACENT LA��'D - AGRICULTURE USE I I III / / PROPS ;Y LINE -TYP. (SEE , 964 963 CERT�I KATE OF SURVEY) / / 965 _— I L< I I I I I I I 970.00 EX I I I I FROM THIS POINT SOUTH, THE TRAIL SHALL BE CONSTRUCTED TO GENERALLY FOLLOW EXISTING / / I / / I / / I 968 BUILDING SETBACK LINE - TYP _ v — — — — -- -30 SETBACK --- - - - -�; � -' \\ ol o — — — — — — — — — — — — — — 968 I' - - - -- I I 50 SETBACK II' I I III I I I PARCEL 18 I - �� I 96S _ I I I / h I III ---------------- - - - --- - - - - -- �I I III 1 I I 967 i J\ 68 \ TERRAIN, PLUS OR MINUS 1 FOOT. / Till / w SLOPES SHALL BE SMOOTH AND Q I x UNIFORM WITH 4% MAX LONGITUDINAL W w L0 W I I N SLOPE. CROSS SLOPE SHALL BE 1.5% z o 0 TOWARD DITCH. I I �r I I U I I I 1 I \ I 1. ALIGNMENT SHALL BE FIELD W I I / 9 I I I r = STAKED AND APPROVED BY OWNER / + IIi- ¢ I — D 2. PROFILE TO BE FIELD REVIEWED • WITH OWNER AFTER ROUGH GRADING Lij THE ALIGNMENT PRIOR TO INSTALLING .; CLASS 5. - 0 IIII +I N O iI I p p \\-ADJACENT >O II i 1 11 LAND - C AGRICULTURE USE I III � III I III � III l D v = III I I III I � i ll 5 u D i D L D D n 10 ll D D _ll L u 100 ---T PROPERTY LINE - TYP. (SEE CERTIFICATE OF SURVEY) GRADING PLAN SCALE: 1" = 100' III � I � < jl�,DSK _< I J, I I i IIII -- IIII I I I I III I� I III II 1 1 III II 1 IIII I � lil III II r lil I i L pSK / I \ I 1I' I i / I I I \ I \ I V � — I \ � I I fv I \ I � II it v REFER TO GRADING co � ADJACENT LAND - ENLARGEMENT - SEEODETAIL 2 I �� AGRICULTURE USE 4. 1 1 \ I / I co r � 1 PARCEL 1A II , 1 v I \ \ II \ I 1 1 1 I I 1 \ \ \ \ 1 1 1 \ \ 1 1 / / / r I / I / r / I / / / / ESTIMATED EARTHWORK QUANTITIES = 4,500 CY TOTAL ESTIMATED AMOUNT INCLUDES APPROX. 3,000 CY OF STRIPPED TOPSOIL FOR THE AREAS TO BE CONSTRUCTED AND FOR REQUIRED INFILTRATION AREAS. STRIPPED TOPSOIL WILL BE BLENDED / FEATHERED OUT WITHIN FIELD AREA (NO PERMANENT BERMING OR STOCKPILING OF MATERIAL). THE BALANCE ESTIMATED 1,500 CY IS RELATED TO IMPORT OF COMMON BORROW AND CLASS 5 AGGREGATE FOR CONSTRUCTION OF THE PARKING LOT AND TRAIL. 11 1 11 11 11 966.50 FESI- I it I I I I I I 970.00 E - 966.65 FEES- ADJUST- DITCH TO ALIGN WIhH CULVERT iN THIS AR�A 5 s Y �'I N I—� Rol �� — — x x x — — — 968 x 9,nDP OF INFILTRATION x AREA AT 967.50 ELEV. BOTTOM OF INFILTRATION AREA AT 967.00 ELEV. 968.17 X :? X• - BOTTOM OF INFILTRATION AREA AT 965.00 ELEV. /967.75 LJU Lr 11" UIH. L:IVIF' \-TOP OF INFILTRATION L CULVERT WITH APRON AREA AT 966.50 ELEV. �o X`Q °� TOP OF INFILXTiATION 968.43 TRAIL HP J AT EACH END x X X' AREA AT 966.50 ELEV. x 911 °~ 68.61 HIP —_ � -- -- .-- ��-- �_- -�— FROM THIS POINT SOUTH, THE TRAIL SHALL BE CONSTRUCTED TO GENERALLY FOLLOW EXISTING TERRAIN, PLUS OR MINUS 1 FOOT. SLOPES SHALL BE SMOOTH AND UNIFORM WITH 4% MAX LONGITUDINAL SLOPE. CROSS SLOPE SHALL BE 1.5% TOWARD DITCH. 1. ALIGNMENT SHALL BE FIELD STAKED AND APPROVED BY OWNER 2. PRO' ILE9TO BE FIELD REVIEWED WITH OWNER AFTER ROUGH GRADII14THE ALIGNMENT PRIOR x TO INSTALLING CLASS 5. X 5 h x 111 Q° X `� ti GRADING PLAN ENLARGEMENT SCALE: 1" = 50' 0 7� 0 0 0 I 0 W N� 1� O w 1 1 1 11 1 1 z 0 zz a X w 0 z zw o�_ Wo w / 0 / w Q m m 0 0 z w L0 W I I N I I o 0 I I I I �r I I U I I I 1 I \ I I I I I I / I I I r / I — T ESTIMATED EARTHWORK QUANTITIES = 4,500 CY TOTAL ESTIMATED AMOUNT INCLUDES APPROX. 3,000 CY OF STRIPPED TOPSOIL FOR THE AREAS TO BE CONSTRUCTED AND FOR REQUIRED INFILTRATION AREAS. STRIPPED TOPSOIL WILL BE BLENDED / FEATHERED OUT WITHIN FIELD AREA (NO PERMANENT BERMING OR STOCKPILING OF MATERIAL). THE BALANCE ESTIMATED 1,500 CY IS RELATED TO IMPORT OF COMMON BORROW AND CLASS 5 AGGREGATE FOR CONSTRUCTION OF THE PARKING LOT AND TRAIL. 11 1 11 11 11 966.50 FESI- I it I I I I I I 970.00 E - 966.65 FEES- ADJUST- DITCH TO ALIGN WIhH CULVERT iN THIS AR�A 5 s Y �'I N I—� Rol �� — — x x x — — — 968 x 9,nDP OF INFILTRATION x AREA AT 967.50 ELEV. BOTTOM OF INFILTRATION AREA AT 967.00 ELEV. 968.17 X :? X• - BOTTOM OF INFILTRATION AREA AT 965.00 ELEV. /967.75 LJU Lr 11" UIH. L:IVIF' \-TOP OF INFILTRATION L CULVERT WITH APRON AREA AT 966.50 ELEV. �o X`Q °� TOP OF INFILXTiATION 968.43 TRAIL HP J AT EACH END x X X' AREA AT 966.50 ELEV. x 911 °~ 68.61 HIP —_ � -- -- .-- ��-- �_- -�— FROM THIS POINT SOUTH, THE TRAIL SHALL BE CONSTRUCTED TO GENERALLY FOLLOW EXISTING TERRAIN, PLUS OR MINUS 1 FOOT. SLOPES SHALL BE SMOOTH AND UNIFORM WITH 4% MAX LONGITUDINAL SLOPE. CROSS SLOPE SHALL BE 1.5% TOWARD DITCH. 1. ALIGNMENT SHALL BE FIELD STAKED AND APPROVED BY OWNER 2. PRO' ILE9TO BE FIELD REVIEWED WITH OWNER AFTER ROUGH GRADII14THE ALIGNMENT PRIOR x TO INSTALLING CLASS 5. X 5 h x 111 Q° X `� ti GRADING PLAN ENLARGEMENT SCALE: 1" = 50' 0 7� 0 0 0 I 0 W N� 1� O w 1 1 1 11 1 1 z 0 zz a X w 0 z zw o�_ Wo w Q m o w J m Y Q Z W U U = a U F Q -0, O O � � ZLLI w 0 Z w Q co 00 w W - w 0 U) c~n a >CDw w F aWow J o W � cn5zco =g ~ O er J J yu >- CE w � Lu z 0 U �C) >wQw Co If WQO� _ � Q Q Z � CL G y .� L 0 a V � Q m 0 0 o o M � 7 co co LL Co o m o n Z o aci v > E _ o cu O U E Q M � X � a� 13) M 'o t i N m m o r a 0 U 0 U w c'7 O O O Q) O z E 0 Q J J 0 co � O � N 0 N Q Q w 0 0 SHEET L4.0 1 L J 0 w Q m m 0 0 z w L0 W 0 N ~O w o 0 z a U Q } m Q m o w J m Y Q Z W U U = a U F Q -0, O O � � ZLLI w 0 Z w Q co 00 w W - w 0 U) c~n a >CDw w F aWow J o W � cn5zco =g ~ O er J J yu >- CE w � Lu z 0 U �C) >wQw Co If WQO� _ � Q Q Z � CL G y .� L 0 a V � Q m 0 0 o o M � 7 co co LL Co o m o n Z o aci v > E _ o cu O U E Q M � X � a� 13) M 'o t i N m m o r a 0 U 0 U w c'7 O O O Q) O z E 0 Q J J 0 co � O � N 0 N Q Q w 0 0 SHEET L4.0 1 L J City Council Agenda: 07/11/16 4B. Consideration to authorize application to the Monticello Orderly Annexation Board for variance to Ordinance for Subdivision as related to a 27 -acre parcel of PID# 213 - 100 - 081400 for the Bertram Chain of Lakes Regional Park Athletic Park and consideration of direction on parcel ownership. (AS /JO /TP) A. REFERENCE AND BACKGROUND: The Council is asked to authorize an application to the Monticello Orderly Annexation Board for subdivision of a 27 -acre parcel from the full 157 -acre parcel of which it is currently a part. The subject 27 -acre site is directly adjacent to the planned boundary of the Bertram Chain of Lakes Regional Park Athletic Park. The 27 acres is located on the southern edge of the larger 157 -acre parcel owned by the City of Monticello, previously the site of bio- solids application by the City. The application for subdivision is a variance to MOAA subdivision requirements which limits parcel divisions to 10 acres maximum or a full 40 acres. In April of 2014, the City Council authorized the use of the approximately 27 -acres of former bio- solids land for the athletic park portion of the Bertram Chain of Lakes Athletic Park. The decision was based on an analysis which shifted approximately 11 acres of property planned for athletic uses to the passive area of the park, increasing the amount of grant funds the City /County were eligible for under Legacy programs. As a result, this shift thereby decreased the City's overall cost to fund acquisition of the regional parkland. The Council authorized the replacement of that 11 acres of land directly to the north of the planned athletic park, on the 157 -acre property formerly used for application of bio - solids by the City. As such, an approximately 27 -acre parcel has been incorporated into the athletic park master plan concepts. The additional acreage authorized provided for additional buffering between the passive and active areas of the regional park, as well as additional area for field space. The Council's motion at the time included direction to consider that area for final phases of athletic park build -out. Since that time, concept plans for the athletic park, as well as community feedback on needed improvements, have shown the 27 acres as a likely location for the first phase of development as it includes a variety of recreation fields, including baseball and soccer fields. As noted, the 27 -acres is owned solely by the City of Monticello. The balance of the regional park is owned jointly in an equal partnership by the City and County. As part of the decision regarding the authorization for application for subdivision, the Council is also asked to provide direction on whether it wishes the 27 acres to remain in sole ownership by the City or to consider a joint ownership consistent with the balance of the park. With common ownership of the parcel and the regional park, the 27 -acre piece could be added to the existing acreage at the park under an administrative lot line adjustment process; requiring no formal review by the MOAA. If the Council wishes to remain the sole owner of the 27- acres, the variance to the subdivision ordinance through the MOAA Board is required. City Council Agenda: 07/11/16 Ownership of additional land area at the Bertram Chain of Lakes Regional Park has been discussed by the Bertram Chain of Lakes Advisory Council (BCOLAC) within the context of a larger discussion on how to proceed with acquisitions of land for the regional park which lie outside the boundary of the original park. The Bertram Chain of Lakes Advisory Council has recommended that each potential acquisition be discussed separately for purposes of ownership. In discussing the 27 -acre parcel in specific, the Advisory Council recommended that the issue be brought to the City Council for consideration and decision. The two Wright County Commissioner representatives to the BCOLAC, Pat Sawatzke and Mark Daleiden, have initially signaled that Wright County would be unlikely to contribute financially to the joint ownership of the 27- acres. Operation and maintenance of the athletic park area itself, including the 27 acres would remain the responsibility of the City per the City /County Joint Powers agreement for BCOL regardless of ownership structure. Regardless of Council's decision on whether to direct staff to pursue a joint ownership discussion with Wright County, action is requested to authorize application for the subdivision. The splitting of the 27 -acre parcel is required to continue moving forward with the master planning effort for the athletic park. In addition, the City has received notice from the DNR that the conversion of recreational land requirements from the Xcel /City Ballfields to the 27 -acres would be acceptable. To move the conversion forward, splitting of the 27 acre parcel is also required. Al. Budget Impact: The application for variance through the MOAA Board is $400. A2. Staff Workload Impact: Limited to discussion with the Advisory Council and preparation of this report. B. ALTERNATIVE ACTIONS: Decision 1: Authorization of application to MOAA for parcel split 1. Motion to authorize application to the Monticello Orderly Annexation Board for variance to Ordinance for Subdivision for subdivision of an approximately 27 -acre parcel of PID# 213- 100 - 081400 to become part of the Bertram Chain of Lakes Regional Park Athletic Park. 2. Motion to deny application to the Monticello Orderly Annexation Board for variance to Ordinance for Subdivision for subdivision of an approximately 27 -acre parcel of PID# 213 -100- 081400 to become part of the Bertram Chain of Lakes Regional Park Athletic Park. 3. Motion of other. Decision 2: Direction regarding parcel ownership City Council Agenda: 07/11/16 1. Motion to direct staff to begin discussions with Wright County regarding possible joint ownership of the 27 -acre parcel. 2. Motion to continue sole ownership of the 27 -acre parcel by the City of Monticello at this time. C. STAFF RECOMMENDATION: Staff recommends alternative 1 for both decisions at this time. Authorization will allow staff to proceed with required application to the MOAA as required and necessary to continue the master planning process for the BCOL Athletic Park. The completion of action on this parcel will also allow the city to begin more aggressive action on the sale of the remainder of the bio- solids property. In regard to ownership, as improvements and maintenance /operations continue to move forward at BCOL, the City Council may wish to re- examine the ownership issue at a future point. If the subdivision is approved by the MOAA, future decisions by the Council regarding formalization of the conversion of recreational plan, the master plan for the athletic park, including Comprehensive Plan amendment, will be required. D. SUPPORTING DATA: • Subject Parcel Illustration • Bertram Chain of Lakes Concept Plan • DRAFT Bertram Chain of Lakes Athletic Park Concept Plan • Joint Powers Agreement Subject Parcel aty B•ou ndary i inch = i, o y #yet lM, PnIP, , and t,m lip pm "6hftLht in wfm#. � -- I UJ z II w 3 co Park jEntrance I Ift�7at�e I Park Use Reservation/ Visitor Faci ties \ it B M l- r Beach/ Fishing Bertram Lake N� Lake Access T City Trail Connectio R t Dry Prairie rw Interpretive Area Restored Dry Prairie ,nter retive Signs - �� I � Shaded Bench ,heating i c M Y v 3 , I m I i �. am odd Mud Lake I T YMCA ¢ De 'pl y f C�no� -Yn Camrng t Lake K j i i 1 % A a' 4a 1, m �i i 'Lake Ec logy — Interpre ve Area Overlook _ Lake /Water ualit (� Monitoring and Shorehoe Management Area - InferpFe v, Signs j Lake Overlooic�latforrri canoe $` Access T i o /Launch = ,y Long Lake 1� (n VI Bertram C6ain of La \ f Re 9 Tonal Park Development Concept Oak Savanna,, November 02, 2012 (rev.) r ' Interpretive' rea June 10, 2011 -'� Walk -In Campsites Restored Oak Savanna r� Kame Landform -- ��; Prepared for. Interpretive- Signs he B a n Chain of Lakes Shaded Bench - — / Advisory Council C anoe Seating by G. Sones 500' -- 1000' I Access /Launch �' Trail Head ' Parking % ,r Park Entrance h' /Trail Head �o / [�X* ' Parking s Jvore: Bike /Hike and Ski Trails and Walking Paths are shown for conceptual layout purposes. Existing pathways beyond these alignments (not shown here), such as mountain bi e routes, are subject to review by the BCOL Advisory Council's Technical Review Committee for consideration. - -- — ke /Hike Trail - - -- - - -- - -- — Overlook t Wetland Ecological i/ Interpre_ tive Al e K4nagement Area \ Bike /Hike Trail e it z Interpretive S,iiggn -s�-- Idle a at rfoul Overlook Blind )' W Obsei 4.. Blind III I City Trail - Connection I I CONCESSIONS 1 RESTROOM BUILDING BATTING CAGES co co x N L Lij CL c� 0 0 Lij U o J w CD U) < I -0- O O C CD 3: m Q 04 N y r 0 R1 v r c m LID N fl G GIL I� 0 'I a T C14 ,. ° 'I W I� .3 a .I d i, +----- - - - - -- k i�i I I I I I I I !1 I II PREMIUM , I , PREMIUM II I I 11 SINGLE I SINGLE ULTI- PU'RPO� ULTI- PURPO� I I 1 I I � 1� GREEN �1 GREEN ;I 1i it � i i1 (I TU RN LANES I I STORAGE �I SHED IF I 11 1 I - J J �a I OVERFLOW I PARKING I z z z} 1 z 1 +r�-� rr 1 0 1 1 `� I } }1 Q 1 2� 1 I GGO' L_JL J } a 11 0 1 , T L _ J YOUTHII X80 BASE BASEBALL FIELD PROP-0 o LDROP-OF'F w�f DD y�7 � 7> I -- - - - - -� —-- - - --� _ __ _ -� -_ -- _Pf l fl�'h RY E1` RANCE-7 EX I T I 4q� — I I I I PICNIC MULTI, PURPOSE I I I I SHELTER 1' ATHLETIC FIELDS 1 I AREA (SOCCER; J FOOTBALL 1 1 . LACROSSE) POND f l I I I AREA II I I I� —_- — � — — — -- I I I I I I I I 11 MULTI' PURPOSE ATHLETIC FIELDS I i r V l FOOTBALL l TEN (SOCCER I I I I LAOROSE COURT I I I I I I I I I 11 -7O" 11 i I I I I , 1 CEREMONIAL 1 - -__ L- - - -- - - - - -- - — — AWARD -S P-A�C E YOUTH � kSEBALL 1! l - 1 � Uu I CEREMO AWARE) + I I I N /AL / ACE r . rJ PLAY AREA 300' SOFTBAL FIELD r*' - CONCESSIONS 1 I RESTROOM BUILDINGL_.�.�. -����� � -7 60' I I BCC' ASEBALL I I BASEBALL FIELD ELD 110 0— 7EN • • • 0 8 4 .t r r r e r r r r 1 1 i 1 300e- F-�. 1 3010� � SOFTBALL FIELD DROP-0 L --� ,SOFTBALL H 1 FIELD • J i 180' CO CESSIONS / RE TROOM BUILDING j PICNIC � SHELTER AREA J I RAILS DROP -OF -��- — - -- — — - -�--' `��a PLAY AREA >> >> �3 - O CN �� ]� } DRAIN FIELD I 00 1 r 540 �� - -� -� GATE DRAIN FIELD rt_��_._ --�— �------- - - -–_ — — —__� f---- - - - - -- + } — i _ 1 1 ST RAGE SHED MULTI 1 I CONCESSIONS RESTROOMS 1 PURPOSE �1 MULTI' PURPOSE I I I . WARMING HOUSE I I I 11 ATHLETIC ' C� I ATHLE�fICY MELDS I I .I � �" ' I I 1 1 I FIELD II GENERAL SKATING , I �SOCCER l FOOTBALL 1 I I I I I I I I SOCCER � I I I I - I I I I ;� FOOTBALL �' I �� f HOCKEY RI N K t ••'r j PICNIC � SHELTER AREA J I RAILS DROP -OF -��- — - -- — — - -�--' `��a PLAY AREA >> >> �3 - O CN �� ]� } DRAIN FIELD I 00 1 r 540 �� - -� -� GATE DRAIN FIELD rt_��_._ --�— �------- - - -–_ — — —__� f---- - - - - -- + } — i _ 1 1 ST RAGE SHED MULTI 1 I CONCESSIONS RESTROOMS 1 PURPOSE �1 MULTI' PURPOSE I I I . WARMING HOUSE I I I 11 ATHLETIC ' C� I ATHLE�fICY MELDS I I .I � �" ' I I 1 1 I FIELD II GENERAL SKATING , I �SOCCER l FOOTBALL 1 I I I I I I I I SOCCER � I I I I - I I I I ;� FOOTBALL �' I �� f HOCKEY RI N K t BCOL Athletic Park Application to MOAA Related to planning for the Bertram Chain of Lakes Regional Park — Athletic Park In April of 2014, Council authorized the use of the approximately 27 -acres of former bio- solids land for the athletic park portion of the Bertram Chain of Lakes Athletic Park. The subject 27 -acre site is directly adjacent to the original planned boundary of the Bertram Chain of Lakes Regional Park Athletic Park. Part of larger 157 acre parcel Request is to formally subdivide the 27 -acre parcel from the full 157 -acre parcel. Application for subdivision is a variance to MOAA subdivision requirements which limits parcel divisions to so acres maximum or a full 4o acres. Application in July for August hearing before the MOAA. R Previous authorization for planning shifted approximately 11 acres of property planned for athletic uses to the passive area of the park and authorized use of 27 acres of bio- solids for athletic park Increased the amount of grant funds the City /County were eligible for under Legacy programs. Decreased the City's overall cost to fund acquisition of the regional parkland Resulted in more timely acquisition of land; larger acquisitions The acreage provided for additional buffering between the passive and active areas of the regional park, as well as additional area for field space CONCESSIONS h RESTROOM BUILDING — — I 111 PREMIUM PREMIUM I I j 380' MI SINGLE SINGLE I �k BASEBAL f�IULTHPURPOd. LTI- PURPOS I. - -- FIELD ii GIREEN i GREEN o�--� I TURN LAN fI I STORAGE SHED sHEO OVERFLOW -' BARKING niuuwuuinu f 1 yy l l TTING GAGES CONCESSIONS I RESTROOM 8UI W-- . r.- ._ — / II �___ � j �28[3 II r II gsEBALL 11 1 I 25 aASRB , f! BASE 1 ' I YOUTH f' FIELD.- I I . ELO SALT PICNIC , I MULTI PURPOSE II SMELTER II ATHLETIC IELDS II AREA l i {SOCCEFJ I F( }OTBALL J I CEREMO II LACROSSE} II POND j i AREA AWARD 1 e li i it '' li it II i i II I I I I li MULTI!PU4POSE it li ATHL6c FIELDS it I {SOCCE41 FQOTBALL ) 11 li LACROSSE) it li i i it 4 li IL-7D it li ! CEkEMONIALI II ISTQRAGE SHED II TwClL�� +� —• `MULTIi PU4POSE 11 I I PURPOSE I I rO CJ ATHLF fIC FIELDS I (SOCCER J F TBALL ) I (SOCCER) I LA RO SE) it i FOOTBALL ! [} C] li it II LACROSSE) it L - - - - - _ —_ - -_�j � GA TE I I PLAY I AREA 360' 300' SOFTBAL FIELDITI LEGEND BASEIMPROVEMENTS x L k 3001 -'J SOFTBALL FIELD JILD IOP- I I li i i i1 li i i it I; MULTI P1 RP[SE ;I I; ATHLETIC, FIELDS ;I 11 (SOCCEk I FOOTBALL 1 I I li LACROSSE) it II I I I I I I I li i i it —GATE CONCESSIONS RESTROOMS I WARMING HOUSE aNERAL SKATING — HOCKEY RINK SECONDARY ENTRANCE 1 E)UT �_�.+4i ESSIONS f ZaOM BUILDING t PICNIC I SHELTER AREA A RAILS },-4L...__�__.� _ I Council is asked to provide direction to: Retain sole City ownership of parcel Pursue joint ownership discussions with Wright County. The balance of the regional parkland outside of the 27 acre is or will be owned jointly in an equal partnership by the City and County. The Bertram Chain of Lakes Advisory Council has recommended that each potential acquisition be discussed separately for purposes of ownership. Advisory Council recommended that the issue be brought to the City Council for consideration and decision. Operation and maintenance of the athletic park area itself, including the 27 acres would remain the responsibility of the City per the City /County Joint Powers agreement for BCOL regardless of ownership structure. With common ownership of the parcel and the regional park, the z7- acre piece could be added to the existing acreage at the park under an administrative lot line adjustment process; requiring no application /formal review by the MOAA. If the Council wishes to remain the sole owner of the z7- acres, the variance to the subdivision ordinance through the MOAA Board is required. Regardless of Council's decision on whether to direct staff to pursue a joint ownership discussion with Wright County, action is requested to authorize application for the subdivision. The splitting of the z7 -acre parcel is required to continue moving forward with the master planning effort for the athletic park. The City has received notice from the DNR that the conversion of recreational land requirements from the Xcel /City Ballfields to the z7- acres would be acceptable. To move the conversion forward, splitting of thez7 acre parcel is also required. Discussion regarding the foundation for joint ownership could be on- going and will require approvals of both bodies under jointly agreed - upon terms. Staff recommends alternative 1 for both decisions at this time. Timing Consideration Authorization for application needed to effect the full BCOL athletic park planning area and continue the master planning process for the BCOL Athletic Park Conversion of Outdoor Recreation land area The completion of action on this parcel will also allow the city to begin more aggressive action on the sale of the remainder of the bio- solids property As improvements and maintenance /operations continue to move forward at BCOL, the City Council may wish to re- examine the ownership issue at a future point. Discussions regarding in -kind contribution, etc. City Council Agenda — 7/11/16 4C. Consideration of a reauest for Development State Planned Unit Develobment and a request for Preliminary Plat for the Mills Fleet Farm Addition to Monticello, a proposed commercial development proiect including a retail facility of over 165,000 square feet, a vehicle fuel sales facility, a car wash facility, and two future development parcels. Applicant: WSN /Ramerth, Tim (NAC) Property: Legal: See Plat Exhibit PID: 155011000190 and 155011000102 Address: East Chelsea Road Planning Case Number: 2016-035 A. REFERENCE & BACKGROUND Request(s): Development Stage Planned Unit Development Final Stage Planned Unit Development Preliminary Plat Final Plat Deadline for Decision: August 5th, 2016 Land Use Designation: Places to Shop (Commercial) Zoning Designation: B -4, Regional Business 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. Overlays /Environmental Regulations Applicable: Freeway Bonus Sign District Current Site Use: Vacant property Surrounding Land Uses: North: Manufacturing — (I -1 — Light Industrial District) East: Vacant Commercial and Industrial — B -4 and IBC South: High School Campus (PUD District) West: Industrial (I -1 — Light Industrial District) Project Description: In 2007, Mill's Feet Farm submitted land use applications for a comprehensive plan amendment re- guiding the subject site from industrial to commercial, a rezoning request to B -4 (Regional Business), and City Council Agenda — 7/11/16 applications for preliminary plat and planned unit development, including a series of conditional use permits. These applications were approved. However, the development project was never constructed, and the conditional use permits, PUD and preliminary plat approvals expired. The approvals for comprehensive plan amendment and rezoning for the subject site were considered and approved separately and were published and enacted, and as such, continue to be effective. Since that time, the City has updated its land use plan and zoning ordinance. Fleet Farm has resubmitted a site and building plan that includes a smaller store footprint, as well as some other changes from the original approval. The proposed building is approximately 165,300 square feet in area reduced from the original building size of 235,000 square feet. Apart from the smaller size, the plan relocates the gas station and car wash facility to main property south of Chelsea Road, and adds a storage /display building and racking areas to the east and south of the main store. The facility includes an automotive service center and a seasonal display center. ANALYSIS Planning Commission Action. The Planning Commission considered these applications at a public hearing held on Wednesday, July 6, 2016. The Commission discussed the scope of the project, and how it differs from the original proposal from 2007. Particular comments related to the possibility that some of the signage might be aesthetically improved to add electronic messaging. In this case, the Commission suggested that if the applicant has additional signage allowance by code, they would be able to work with staff to upgrade the sign package without being held strictly to that shown in the application materials. The Commission expressed approval for the building design and materials, and acknowledged the applicant's intent to supplement plantings on the east boundary with UMC to meet the "C" buffer planting requirement. The neighboring property owner to the east, UMC, provided extensive comment via a letter from the company's ownership. The neighbor raised a general objection to the land use, preferring a reliance on previous industrial designation for the property. The neighbor specifically raised concerns over traffic capacity and safety of Chelsea Road, and concerns that the intersection plans at Chelsea and Fallon, combined with commercial traffic from the Mills Fleet Farm retail use, would interfere with traffic at 2 City Council Agenda — 7/11/16 the UMC facility. UMC also requested a fence be installed on the east property line to limit the potential of litter or debris from the commercial site. The applicants noted that for the proposed 2007 project, an Environmental Assessment Worksheet was required with examined traffic conditions on and around the site, including findings that the traffic conditions would be handled by the proposed improvements in the area. Since that time, the project has been reduced in size and scope, and should generate even less traffic than originally anticipated. Among other issues, it was noted that the City Engineer is recommending a "right -in, right out" design at the westernmost access road to avoid conflicts with the median design extending from the Fallon Avenue roundabout just west of the subject property. The applicant indicated that they would like to work with staff to resolve this aspect of the layout. Following the hearing and Planning Commission discussion, the Commission voted unanimously to recommend approval of the PUD Rezoning and Development and Final Stage PUD plans, as well as the Preliminary and Final Plats for the project. The City Council will first review the project as a Development Stage PUD and Preliminary Plat proposal, then receive the Final Stage PUD, including decision for rezoning to PUD, and Final Plat applications at a subsequent meeting. Comprehensive Plan. The Comprehensive Plan of 2008 identifies "attracting and retaining jobs" and "expanding the tax base" as priorities in the City. The development of a regional retail center such as Mill's Fleet Farm is consistent with the goals of the Comprehensive Plan. The subject site is guided within the Comprehensive Plan as "Places to Shop ", a commercial designation. Zoning. The subject site is zoned B -4, Regional Business District. Within the B -4 district, retail is an allowed use. The proposed Mills Fleet Farm site is an allowed use within the B -4 zoning district. The automotive service center and open sales areas are accessory uses to the principal retail use on Lot 1, Block 1 and are considered part of the planned unit development request. Vehicle Fuel Sales, proposed for Lot 2, Block 1, is a conditional use within the B -4 zoning district, again proposed as part of the larger planned unit development request. Setbacks. Within the B -4 zoning district, no setback requirements are laid out by the ordinance. The proposed buildings and fences will be setback from property lines and roads and maintain a large buffer from adjacent properties. The principal building is set back from Chelsea Road approximately 560 feet, and approximately 240 feet and 300 feet from the west and east property lines, respectively. The fence is set back from the east property line at 20 feet, and more than 170 feet from the west property line. The rear setback is approximately 350 feet from the school property. 3 City Council Agenda — 7/11/16 Lot Area. The subject site is approximately 36.05 acres in area. The B -4 district does not require a minimum lot size, depth or width. It is noted that the proposed retail facility proposed for Lot 1, Block 1 is one of the larger sites in the area. Easements. The platting of the parcels will require drainage and utility easements around the perimeter of the property, as well as the proposed lots interior to the proposed plat. There is an existing stormwater drainage pond toward the northwest part of the property. This pond was installed with the original site plan and the applicants are not proposing any changes. The site also has a drainage and utility easement along the northern boundary of the property along Interstate 94. The applicant's site plan illustrates that the proposed highway sign will be located outside of this easement. Maximum Building Height. The maximum building height in the B -4 district is 30 feet. The proposed building has a primary height of 26 feet, although it varies significantly along the frontage, extending up to 33 feet in some places. In addition, the main building has the signature "silo" at the entrance area. The silo will be 67 feet in height. The City can offer flexibility in the building and silo height through the use of a PUD. Building Type and Design. The site plan shows the exterior of the building to be finished with precast aggregate material. In the B -4 district, precast building materials are allowed. The entrance and silo area will use EFIS material, which is also an allowed material. Glass treatment on the front of the building includes the entry door area, as well as two prominent glass display panels on either side of the main entry facade. Site Lighting. The applicants have submitted a lighting plan which shows lighting fixtures around the main building; the outdoor storage area; the gas station area; and the entrances to the site. The light fixtures will be 90 degree hooded fixtures, which meets code. The light plan does not specify the light pole height. By code, the light pole fixtures shall not be higher than 25 feet. The lighting plan shows a maximum light measurement of less than 1.0 at all property lines, in compliance with 1.0 foot - candle maximum in commercial and industrial areas. Trash Enclosure. The plans submitted show an outdoor trash enclosure adjacent to the gas station. The trash enclosure will be on a concrete pad and be six feet in height. The trash enclosure meets the City's requirements in terms of setback, landscaping and building materials. However, it is recommended that the applicants consider relocating this to a position less prominent in view, such as to the south of the fuel tank area, farther away from Chelsea Road. The main store will be served by an interior trash room, with a trash compactor near the loading bays on the east side of the building. The trash compactor will be screened from view by the fencing that goes around that part of the building. L, City Council Agenda — 7/11/16 Parking. The following table shows the parking requirements at a facility such as this: Proposed Use Stalls Required Stalls Proposed Compliant Convenience Store 25 4 No Retail Center 826 569 No Total 851 573 No The number of proposed parking stalls is short of the number required by ordinance. However, the applicant has provided a table that shows the number of proposed parking stalls is common for a retail building of this size. The City can also offer flexibility in the PUD to allow less parking stalls than required. If it were to become necessary, there is a large area west of the main building that could accommodate more than 300 additional parking spaces. This area should be designated for "proof of parking" to ensure that a future expansion accounts for the appropriate parking supply on the property. The parking lot design is properly dimensioned with 10 foot by 20 -foot parking stalls and drive aisles 24 feet wide. The proposal meets the requirements of the City's code. The applicants are also proposing 16 handicapped accessible parking stalls which is appropriate for the size of the parking lot. The parking lot will be paved and have concrete perimeter curbing. By code, the curb setback for the side yard is 5 feet. The curb is 20 feet from the property line at its closest point. The parking lot meets the requirements for setbacks. Loading Area. The site plan shows four loading bays. The loading area is properly dimensioned such that large trucks can easily enter and exit the loading bay area. The loading bay area is buffered from view by the display area and proposed "wrought - iron" style fencing along the front gate line. Trucks will utilize the main curb cut from Chelsea Road, proceed through the entry gates in the storage enclosure, and access the loading bays. Trucks will exit the site via the same route. The circulation is designed to minimize truck conflicts with most of the customer parking areas. Open Sales /Outdoor Display Area. The site plan provides for an area of open sales and outdoor display to the east of the main retail building. The display area will include materials for sale on the ground, and on racks. The area is paved with bituminous pavement, with concrete as the paving surface in the loading dock area. The plan provides for an 8 -foot tall chain link fence along the east and south boundaries of the enclosure, with the wrought -iron style fencing fronting the north boundary of the display /storage area. 5 City Council Agenda — 7/11/16 The facility also includes a covered accessory storage /sales building of approximately 17,600 square feet within the enclosed display area. The building is proposed to be a post -framed building with tan and brown metal exterior panels, along with pairs of overhead entrance doors on east and west ends. The building will be just over 22 feet in height. Automotive Use. The main building includes an automotive service center on the west side of the building. A series of six overhead doors serve this portion of the building, and a 17 -space parking area is located along the west side of the building for customers. Vehicle Fuel Sales. As noted previously, the plans provide for a vehicle fuel sales and car wash facility on a separate parcel along the south side of Chelsea Road, between the road the main facility's stormwater pond and parking lot. A separate private roadway serves the facility on its south boundary. Traffic will enter the site from this roadway, and proceed to the car wash. The car wash has three bays, each with stacking space of 3 -4 cars per bay without interfering with inbound vehicles. The wash facility is attached to a small retail store, and the building's primary wall materials are pre -cast concrete with exposed aggregate finish. To the east of the car wash are four fuel pump islands, also accessed from either of two large curb cuts from the private roadway. All traffic from both the wash and the fuel islands will exit back out to the private roadway via one of these two curb cuts. Underground fuel tanks are located in the open space to the east of the fuel islands. A trash enclosure is located adjacent to the four parking stalls on the north side of the fuel tank area. As previously noted, the applicants should consider relocating this to a position less prominent in view, such as to the south of the fuel tank area, farther away from Chelsea Road. Landscaping. The Monticello Zoning Ordinance requires a landscape plan for all commercial and industrial properties. The plan includes the planting of canopy tress and evergreen trees along the west, east, and south of the property; and shrubs along the east side of the property. The plan also calls for seeding of the outlot areas. In addition to the perimeter landscaping, the plan also calls for "islands" of planters in the parking lot. The islands will have deciduous trees and shrubs planted in them. The landscaping plan appears to meet the requirements of the City's code. The ordinance also sets a requirement for landscaping that prescribes a tree planting quantity per acre, and a shrub planting quantity based on the perimeter length of the buildings on the site. The site is approximately 36 acres in area, and the buildings total approximately 1,260 linear feet in perimeter length. The basic landscaping quantities required by the ordinance would total 360 caliper inches (ACI) of trees, and 256 shrubs. To this total, a buffer requirement is added, based on the perimeter lot line. The applicant has provided a plan that includes 377 G City Council Agenda — 7/11/16 caliper inches of trees, and the requisite 256 shrubs, most of which are designated for the perimeter of the site boundary, and throughout the parking lot islands. Because the requirements of the code are cumulative, the applicant has provided landscape quantities that are short of the total requirement. However, the easterly boundary of the site already contains a significant amount of vegetation, which qualifies toward the buffer requirement. At least 70 evergreen canopy trees (approximately 300 additional ACI) are on the applicant's property, with several more straddling the lot line. On the west side of the site, the improved areas are situated more than 100 feet, and up to 200 feet, from the property boundary, minimizing the impact of the adjoining land uses. Moreover, the site is, because of its size, relatively heavily landscaped in most open areas. The ordinance provides the opportunity for a finding that the intent of the landscaping regulations are met with alternative quantities, and the PUD provides further opportunities for departure from the strict code application. Staff believes that the proposed plan meets the intent of the zoning ordinance in general. It is further noted that the City Engineer has suggested that some of the landscaping will interfere with maintenance access to some of the site ponding, and should be moved. Planning staff would recommend that the material moved from the ponding areas be relocated to the open space around the gas station/car wash facility. Curb Cut Access /Site Circulation. The applicants are proposing three curb cuts. Each curb cut is greater than 125 feet apart, which meets code. The City Engineer may comment on curb cut location, width, spacing, and turn lane design. The City Engineer has also provided comment on transportation- related items. Grading and Drainage Plan. The applicant has submitted a grading and drainage plan that directs hard surface stormwater to various infiltration and stormwater basins around the property. This is subject to further review by the City Engineer. Utility Connections. The utility connections are all located along Chelsea Road. The three buildings will connect to the utilities toward the center of the site. This is subject to further review by the City Engineer. Fire Connection. The site plan shows several fire hydrants around the property and a fire truck route around the property. This is subject to further review by the City Fire Chief. Snow Storage. The site plan does not specify a snow storage location, however, the site has a large open space on the west side of the property that would available for snow storage when necessary. Signage. The applicant has proposed a combination of wall signage on the main store building and the car wash building, in addition to a primary freestanding sign on 7 City Council Agenda — 7/11/16 the north lot fronting Interstate 94, and a monument sign along the Chelsea Road frontage. The site is in the freeway bonus sign district. Wall signage is permitted to cover an area of up to 15% of the building wall facing the public street. The signage may be apportioned around the building to be mounted on other building walls, however. In this case, the applicants have proposed wall sign coverage equal to approximately 12% of the car wash fagade, and 6% of the main building fagade. These totals are well within the allowable amount. Freestanding signs are permitted to be 32 feet in height (in the freeway bonus district), and 300 square feet in area for shopping centers. The proposed sign is 50 feet in height and 199 square feet in message area. The sign face area includes both the principal proposed use, as well as space for the future development lots. The applicants are seeking flexibility under the PUD to accommodate the proposed height. Staff notes that as this sign is proposed as the only freestanding sign for the development, and is of comparable height to that of the adjacent shopping center PUD to the north. In addition to the large freestanding sign, the code allows a monument sign of 14 feet in height at 100 square feet in area. The applicants have proposed a sign on the gas station/car wash site that is 13 feet, 3 inches high and approximately 171 square feet in area. The PUD flexibility is being sought in this case by transferring a portion of the allowable freeway sign area to the monument sign, which otherwise meets the requirements of the zoning ordinance sign regulations. Preliminary and Final Plat. The proposed plat creates a development parcel south of Chelsea Road that will contain the main store and its accessory storage building on one lot of 28.58 acres (Lot 1, Block 1), as well as the gas and car wash facility on a separate parcel of 2.74 acres (Lot 2, Block 1). A second parcel, shown as Outlot A, would also occupy a portion of the land south of Chelsea, with a total of 2.34 acres. Outlot A would be prepared for future development, at which time the City will require a separate review of that proposal, including platting and amendment to the PUD. To the north of Chelsea Road, within the limits of the PUD, would be a second development parcel, designated as Lot 1, Block 2, with an area of 2.39 acres. This parcel was previously planned to contain the gas station and related facilities. For the purposes of the PUD, this site will retain the PUD's primary freestanding sign, and also accommodate a future commercial development. As with Outlot A on Block 1, the City would review site plan and zoning compliance, including an amendment to the PUD, at the time of the future commercial development. The City Engineer has been working with the applicants regarding easement requirements and other engineering - related items. The City Engineer has also provided comments as related to items identified in the 2007 Environmental Assessment Worksheet (EAW). The lots all exceed the requirements for the B -4 N. City Council Agenda — 7/11/16 zoning district, and the plat is consistent with the requirements of the applicable zoning and subdivision regulations. It should be noted that future development on Outlot A will require replatting, and development on both Outlot A and Lot 1, Block 2, will require Development and Final Stage PUD approvals before development can proceed. Planned Unit Development Flexibility. For Planned Unit Development, the City must find that the flexibility from standard zoning regulations being offered to accommodate the project provide for a project that better meets the City's development goals and objectives, as identified in the Comprehensive Plan than would application of the basic standards. In this case, the applicant is seeking flexibility requiring the following findings for the primary areas of flexibility: Landscaping quantities are found to be appropriate given the nature of the site and existing plantings. As noted, specific application of the landscape requirements for this site, given the surrounding land uses, results in planting quantities that would not be typical of a commercial facility. That being said, the applicant has provided significant levels of landscaping throughout the site, with a focus on the perimeter buffer areas, supplementing an extensive existing planting along the east boundary line. 2. Signage sizes and square footage is found to be appropriate given the allowances of the code, similar treatment in other areas, and the flexibility afforded by PUD. As noted in the report, the applicant's sign plan is similar to the shopping center project north of I -94, in that the freestanding sign identifying the center is located on a parcel separate from the main facility. However total sign quantity is well below the total allowances of the code. Building materials for the accessory storage /sales structure are metal, rather than the masonry requirement common for commercial development. The City must find that the use of these materials is acceptable given the site and situation. In this case, the accessory building is set back from the street by nearly 900 feet, and from the south property line nearly 200 feet. It is also surrounded by an extensive planting area of canopy trees. B. ALTERNATIVE ACTIONS Decision 1: Development Stage PUD for Mills Fleet Farm Addition 1. Motion to adopt Resolution No.2016 -046, approving a Development Stage PUD for the proposed Mills Fleet Farm Addition, based on the findings in said resolution, and the conditions identified in Exhibit Z as attached to this report. L City Council Agenda — 7/11/16 2. Motion to deny adoption of Resolution No. 2016 -046 for a Development Stage PUD for the proposed Mills Fleet Farm Addition based on findings to be identified by the City Council. 3. Motion to table action on Resolution No. 2016 -046 subject to additional information. Decision 2: Preliminary Plat for Mills Fleet Farm Addition Motion to adopt Resolution No. 2016 -047, approving the Preliminary Plat for Mills Fleet Farm Addition, based on the findings in said resolution, and the conditions identified in Exhibit Z as attached to this report. 2. Motion to deny adoption of Resolution No. 2016 -047, based on findings to be identified by the City Council. 3. Motion to table action on Resolution No. 4016 -047, subject to additional information. C. STAFF RECOMMENDATION Based on plans submitted on behalf of Mill's Fleet Farm, staff recommends approval of the Development Stage Planned Unit Development and Preliminary Plat with the conditions in Exhibit Z as recommended by the Planning Commission. The project varies from the standard zoning regulations in a few significant ways, but uses this flexibility solidly in keeping with the City's overall development objectives, as well as with the comprehensive plan and rezoning approvals granted at the time the project was first considered in 2007. Following the Development Stage review, the applicant will be required to submit Final Stage PUD and Final Plat drawings for approval by the City Council. With the final approvals, the applicant must enter into a development agreement that details the process for development and secures the various improvements in the project. D. SUPPORTING DATA A. Resolution 2016 -046 B. Resolution 2016 -047 C. Ordinance #650, Draft D. Resolution PC- 2016 -026 E. Resolution PC- 2016 -027 F. Aerial Site Image G. Applicant Narrative 10 City Council Agenda — 7/11/16 H. Owner's Statement I. Preliminary Plat J. Final Plat K. Application Plan Package, including: a. Title Sheet b. Legend c. Existing Conditions d. Removals e. Site Plans f. Grading Plans g. Erosion Control Plans h. Overall Utility Plans i. Paving Plan j. Signing and Striping Plan k. Chelsea Road Turn Lane Plan 1. Construction Details m. Landscaping Plans n. Floor Plans o. Accessory Building Plans p. Storage Yard Entrance Plans q. Car Wash Plans r. Sign Plans s. Electrical and Photometric Plans L. Sample Site, Sign and Elevation Images M. Parking Analysis N. Signage Analysis O. Landscaping Detail P. Fence Detail Q. Lighting Detail R. Stormwater Summary Information S. City Engineer's Letter, dated June 29th, 2016 T. MnDOT Plat Review Letter U. Public Comment Letter, UMC Z. Conditions of Approval 11 City Council Agenda — 7/11/16 EXHIBIT Z Rezoning to PUD, Development and Final Stage PUD, Preliminary and Final Plat for Mills Fleet Farm Addition Chelsea Road, Monticello PID Nos. 155011000190 and 155011000102 The light pole fixtures shall not be higher than 25 feet. 2. The Fire Inspector shall review and approve the fire connections. 4. The applicant relocate required landscaping for engineering purposes to open space around the gas station/car wash facility without reducing overall quantity. 5. The applicants relocate the vehicle fuel sales trash enclosure to a position less prominent in view, such as to the south of the fuel tank area, farther away from Chelsea Road. 6. The applicants apply for final stage planned unit and final plat. 7. The applicant enter into a development contract with the City specifying and securing all relevant aspects of the project. 8. The applicants comply with the terms of the City Engineer's letter dated June 29, 2016. 9. The applicants comply with the recommendations of other City staff. 12 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-046 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A DEVELOPMENT STAGE PLNNED UNIT DEVELOPMENT FOR THE CONSTRUCTION OF A PROPOSED COMMERICAL RETAIL FACILITY: LOTS 1 -2 AND OUTLOT A BLOCK 1, AND LOT 1, BLOCK 2, MILLS FLEET FARM ADDITION TO MONTICELLO WHEREAS, Mills Fleet Farm has submitted an application for approval of a Development Stage PUD and rezoning to PUD to construct a commercial retail facility on the subject property; and WHEREAS, the property in question is guided for commercial uses under the "Places to Shop" category in the Monticello Comprehensive Plan; and WHEREAS, the property in question is currently zoned B -4, Regional Business District according to the official Monticello zoning map and ordinance; and WHEREAS, the proposed zoning will accommodate flexibility from the otherwise applicable regulations to allow a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging a combination of commercial retail uses on the subject property; and WHEREAS, the Planning Commission held a public hearing on July 6, 2016 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 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 hereby 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 retail development is consistent with the direction of the Comprehensive Plan for "Places to Shop ". 3. The improvements proposed for the site under the Development Stage PUD are consistent with the requirements of the zoning ordinance. 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 landscaping, storage and display, and signage, are consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOL VED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Development Stage PUD for construction of a retail commercial project for Mills Fleet Farm as recommended by the Planning Commission, subject to compliance with related codes and regulations for such use, and the following conditions: The light pole fixtures shall not be higher than 25 feet. 2. The Fire Inspector reviews and approves the fire connections. 3. The applicant move landscaping required to be relocated for engineering purposes to open space around the gas station/car wash facility without reducing overall quantity. 4. The applicants relocate the vehicle fuel sales trash enclosure to a position less prominent in view, such as to the south of the fuel tank area, farther away from Chelsea Road. 5. The applicants apply for final stage planned unit and final plat. 6. The applicant enter into a development contract with the City specifying and securing all relevant aspects of the project. 7. The applicants comply with the terms of the City Engineer's letter dated June 29, 2016. 8. The applicants comply with the recommendations of other City staff. ADOPTED this 11th day of July, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2016-047 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A PRELIMINARY PLAT FOR THE MILLS FLEET FARM ADDITION TO MONTICELLO WHEREAS, Mills Fleet Farm has submitted an application for approval of a Preliminary Plat to accommodate the development of retail uses; and WHEREAS, the property in question is guided for commercial uses under the "Places to Shop" category in the Monticello Comprehensive Plan; and WHEREAS, the property in question is proposed to be zoned PUD, Planning Unit Development District, to accommodate the shared access and signage on the new platted parcels; and WHEREAS, the proposed plat will accommodate flexibility from the otherwise applicable regulations to allow a development project consistent with the requirements of the Monticello Comprehensive Plan; and WHEREAS, the proposed project will meet the goals and policies of the Monticello Comprehensive Plan, as well as the Zoning Ordinance encouraging commercial uses on the subject property; and WHEREAS, the Planning Commission held a public hearing on July 6, 2016 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 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 hereby makes the following Findings of Fact in relation to the recommendation of approval: 1. The proposed project complies with the intent of the use of Planned Unit Development in that the flexibility offered under PUD is utilized to further the objectives for the area within the City Comprehensive Plan. 2. With conditions, the proposed plat meets all applicable requirements of the City's Zoning Ordinance. 3. Except as otherwise allowed per PUD flexibility, all applicable requirements and performance standards of the City's Zoning and Subdivision Ordinances will be satisfied. 4. The addition of commercial retail uses on the subject site is consistent with the City's development objectives. 5. The retail project contributes to a reasonable expectation and density of land use on the property. 6. The project can be accommodated with existing and planned public infrastructure. 7. The project will not negatively impact conditions or property values for other properties in the area. 8. The plat and PUD better accommodate the use of shared spaces and facilities. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota: The Monticello City Council hereby approves the Mills Fleet Farm Addition Preliminary Plat as recommended by the Planning Commission, subject to compliance with related codes and regulations for such use, and the following conditions: 1. The light pole fixtures shall not be higher than 25 feet. 2. The Fire Inspector shall review and approve the fire connections. 3. The applicant relocate required landscaping for engineering purposes to open space around the gas station/car wash facility without reducing overall quantity. 4. The applicants relocate the vehicle fuel sales trash enclosure to a position less prominent in view, such as to the south of the fuel tank area, farther away from Chelsea Road. 5. The applicants apply for final stage planned unit and final plat. 6. The applicant enter into a development contract with the City specifying and securing all relevant aspects of the project. 7. The applicants comply with the terms of the City Engineer's letter dated June 29, 2016. The applicants comply with the recommendations of other City staff. ADOPTED this 11t' day of July, 2016, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL ATTEST: Jeff O'Neill, City Administrator Brian Stumpf, Mayor ORDINANCE NO. 650 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE MILLS FLEET FARM PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B -4, REGIONAL BUSINESS DISTRICT TO MILLS FLEET FARM PUD, PLANNED UNIT DEVELOPMENT: LOTS 1 -2 AND OUTLOT A, BLOCK 1; AND LOT 1, BLOCK 2, MILLS FLEET FARM ADDITION TO MONTICELLO THE CITY COUNCIL OF THE CITY OF MONTICELL0 HEREBY ORDAINS: Section 1. Section 2.4(P) — Planned Unit Developments, Title 10 — Zoning Ordinance is hereby amended by adding the following: (XX) Mills Fleet Farm PUD District (a) Purpose. The purpose of the Mills Fleet Farm PUD District is to provide for the development of certain real estate subject to the District for retail commercial land uses. (b) Permitted Uses. Permitted principal uses in the Mills Fleet Farm PUD District shall be retail commercial uses as found in the B -4, Regional Business District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , and development agreement dated , 2016, as may be amended. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to retail uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Mills Fleet Farm PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the B -4, Regional Business District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning ORDINANCE NO. 650 Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amendment to rezoned the following described parcels from B -4, Regional Business District to Mills Fleet Farm PUD, Planned Unit Development District: Lots 1 -2, Block 1 and Outlot A; and Lot 1, Block 2, Mills Fleet Farm Addition to Monticello Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 2016. ATTEST: Jeff O'Neill, Administrator AYES: NAYS: Brian Stumpf, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -026 RECOMENDING APPROVAL OF A REZONING AND DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR MILLS FLEET FARM WHEREAS, the applicant has submitted a request to rezone its property along Chelsea Road, PID Nos. 155011000190 and 155011000102, from B -4, Regional Business to PUD, Planned Unit Development District; and WHEREAS, the applicant concurrently proposes to develop the property for a variety of retail purposes; and WHEREAS, the site is guided for commercial uses under the label "Places to Shop" in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long -term use and development of the property for commercial uses; and WHEREAS, the Planning Commission held a public hearing on July 5, 2016 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 retail development is consistent with the direction of the Comprehensive Plan for "Places to Shop ". 3. The plan, through PUD, results in a project that more closely achieves the goals and objectives of the Comprehensive Plan than would the application of the standard zoning regulations. 4. The plan results in development that is compatible and consistent with the existing surrounding land uses in the area. 5. The improvements proposed for the site under the Development Stage PUD are consistent with the requirements of the zoning ordinance. 6. 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. 7. The PUD flexibility for the project, including landscaping, storage and display, and signage, are consistent with the intent of the City's economic CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -026 development objectives, as well as with the intent of the PUD 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 Rezoning and Development Stage PUD, subject to the conditions listed in Exhibit Z as follows: 1. The light pole fixtures shall not be higher than 25 feet. 2. The Fire Inspector shall review and approve the fire connections. 3. The applicant relocate required landscaping for engineering purposes to open space around the gas station/car wash facility without reducing overall quantity. 4. The applicants relocate the vehicle fuel sales trash enclosure to a position less prominent in view, such as to the south of the fuel tank area, farther away from Chelsea Road. 5. The applicants apply for final stage planned unit and final plat. 6. The applicant enter into a development contract with the City specifying and securing all relevant aspects of the project. 7. The applicants comply with the terms of the City Engineer's letter dated June 29, 2016. The applicants comply with the recommendations of other City staff. ADOPTED this 5th day of July, 2016, by the Planning Commission of the City of 2 4 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -027 RECOMENDING APPROVAL OF A PRELIMINARY AND FINAL PLAT FOR MILLS FLEET FARM ADDITION TO MONTICELLO WHEREAS, the applicant has submitted a request to rezone its property along Chelsea Road from B -4, Regional Business to PUD, Planned Unit Development District; and WHEREAS, the applicant concurrently proposes to plat the property into a series of lots and blocks with a variety of principal buildings and shared uses; and WHEREAS, the site is guided for commercial uses under the label "Places to Shop" in the City's Comprehensive Plan; and WHEREAS, the proposed Plat, along with the companion PUD, 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 July 5, 2016 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 Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site. 2. The use of the site for retail commercial use is consistent with the direction of the Comprehensive Plan for "Places for Community ". 3. The improvements proposed for the site under the Plat and Development Stage PUD are consistent with the requirements of the zoning ordinance. 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. 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 and Final Plat for Mills Fleet Farm Addition to Monticello, subject to the conditions listed in Exhibit Z as follows: CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC- 2016 -027 1. The light pole fixtures shall not be higher than 25 feet. 2. The Fire Inspector shall review and approve the fire connections. 3. The applicant relocate required landscaping for engineering purposes to open space around the gas station/car wash facility without reducing overall quantity. 4. The applicants relocate the vehicle fuel sales trash enclosure to a position less prominent in view, such as to the south of the fuel tank area, farther away from Chelsea Road. 5. The applicants apply for final stage planned unit and final plat. 6. The applicant enter into a development contract with the City specifying and securing all relevant aspects of the project. 7. The applicants comply with the terms of the City Engineer's letter dated June 29, 2016. 8. The applicants comply with the recommendations of other City staff. ADOPTED this 5th day of July, 2016, by the Planning Commission of the City of Monticello, Minnesota. 2 Ramerth, Tim /WSN Request Created by: City of Monticello June 2, 2016 City of Monticello Attn: Angela Schumann Community Development Director 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Mills Fleet Farm PUD Application Dear Ms. Schumann, WIDSETH SMITH NOLTIN Brainerd /Baxter 7804 Industrial Park Road PO Box 2720 Baxter, MN 56425 -2720 218.829.5117 0 218.829.2517 Brainerd @wsn.us.com 0 WidsetIrSmithNolting.com On behalf of Mills Fleet Farm (MIFF), we are making application for a proposed Planned Unit Development (PUD) within the City of Monticello. The property consists of two parcels that abut Chelsea Road and are located between Fallon Avenue and County Road 18. One parcel is approximately 33.66 acres and lies south of Chelsea Road while the other parcel is directly across Chelsea Road off the northwest corner of the main property and is approximately 2.39 acres in size. In 2007, the property was rezoned and a PUD and Preliminary Plat were approved for a larger Mills Fleet Farm retail store. The plat was not recorded, the approved conditional use permit has expired and the project was not built. We provide the following information for your review: Background: In 2007, the property was rezoned from Light Industrial to Regional Business District. An application for a PUD and Preliminary Plat were approved, but the project was never built. The PUD approval included the following: Pylon sign along 1 -94 with a height of 50 feet and 400 square feet, a fuel station sign with a 14' height and 99 square feet, leniency on a reduced number of parking stalls based on the history of the many locations owned and operated by Mills Fleet Farm and adherence to the zoning requirements at the time of approval. As part of this process, an Environmental Assessment Worksheet (EAW) was completed. The project as proposed, consisted of a 273,201 square feet retail store with 8 automotive center bays, seasonal display areas, a 4,378 square foot Convenience Store (C- Store) with a total of 16 fueling points, a 5,080 square foot carwash with a total of 4 bays and potential for a future lot fronting Chelsea Road. The areas of potential concern identified in the EAW centered around stormwater management and traffic impacts on the public infrastructure. For water quality /surface water runoff, a regional ponding system was constructed as part of a larger overall development that occurred prior to 2007. The MIFF property is included in the drainage area that is served by this regional ponding system, with two of these ponding areas abutting the subject property. In the EAW, the adjacent ponds were referred to as the northwest pond and the southeast pond. The northwest pond analysis included the MIFF property that lies north of Chelsea Road and 18 acres from the property that maintained the main store, which lies south of Chelsea Road. The remainder of the MIFF property was accounted for in the analysis for the southeast pond. At that time, rainfall data from Technical Paper 40 (TP 40) was used, and it was assumed the property would be developed as office /industrial, which would consist of an impervious surface coverage of 85 percent. Compliance with this analysis would ensure the stormwater was managed in conformance with the City standards at the time. These criteria were followed with the application at that time. Engineering Architecture Surveying I Environmental WIDSETH hi-c- SMITH NOLTING For traffic, it was anticipated that 9,715 vehicles a day would be generated based on the trip generation analysis. This was based on the ITE Trip Generation Manual (7t" Edition). It was identified that no traffic improvements were needed as part of the proposed MFF development. Proposed Development /PUD MFF has been sold and is under new ownership since the first PUD process was completed in 2007. A new model is currently being developed with regard to how products will be supplied to the stores. This will have a direct impact on the square footage each store will need for inventory in the not so distant future. The Monticello location will be the first project under the new ownership, which has influenced the overall store footprint substantially from the original application. The main store footprint has been reduced to 165,296 square feet, which greatly reduces the land need requirements for the proposed store. This affords the opportunity to combine all of the proposed structures for the MFF facility on a single lot south of Chelsea Road and leave real estate available for creating additional lots on the main property and the property across Chelsea Road. This creates an opportunity for complimentary uses to develop next to the MFF store, and a PUD offers flexibility for non - residential areas. The property is currently zoned Regional Business District (B -4). The proposed use is for a 165,296 MFF store with 5 automotive center bays, a seasonal display area, a combined C -store and carwash totaling 4,905 square feet, 3 carwash bays and 16 fueling points, a kerosene fueling point, an accessory structure and an open yard area. There will be two additional lots that will be created, with the anticipation the adjacent uses will be fast food restaurant type facilities. We estimate the restaurant to be approximately 2,500 square foot in size based on the lot size available for future development. PUD considerations are as follows: Compatibility Although the facility is a large retail store, it also contains the same operations as many industrial operations. There are retail goods deliveries, a large warehouse space and operation, and employees and customers. The only real difference is that customer traffic may be greater than the surrounding uses. Truck deliveries will be made during the day and will be conducted only during hours of operation and within the enclosed merchandise yard. Approximately 10 to 15 truckloads of merchandise will be delivered on a daily basis. The hours of operation are similar to a two shift industrial operation. The store opens at 8:00 am and closes generally at 9:00 pm. The convenience store will operate from 6:00 am to 10:00 pm and is therefore open to serve employees prior to going to work or after leaving. The car wash is open 24/7 since it is fully automated and washes can be purchased from a direct point of sale at the wash. This again is intended to offer a service for those that work late or start early. Our heaviest customer traffic is early evening after normal working hours, weekends, and holidays. These are generally times when retail traffic will not interfere with industrial traffic and will perhaps assist employees in allowing them to make stops on the way to or from home rather than making special trips. The fast food restaurants are a compatible use adjacent to retail. Adequate space would be allowed on the proposed lots to account for drive up facilities queuing that WIDSETH i lh-0- SMITH NOLTING would not impact Chelsea Road. The appropriate area would be available to accommodate the required 6 foot setback for drive up windows as well. Construction Materials: The main retail building will be a steel frame structure with precast bearing walls. The precast walls will have exposed aggregate finishes to enhance the appearance. The entrances will be highlighted by a silo and an overhang with an EFIS appearing exterior finish. The walls will have some variance in height to break up the long appearance. The facility will also have an enclosed merchandise lot that will be controlled by personnel at a yard entrance gate. The loading docks for the facility will be enclosed within the merchandise lot to the rear of the building (east side) and screened from view. The parking lot is located on the north side of the facility, which offsets the building farther from Chelsea Road. Landscaping further breaks up the large parking lot area. A decorative fence has been provided along the yard fronting Chelsea Road. The fuel station and C -Store are located on the south side of Chelsea Road along with the automatic car wash. This will serve as a convenience for our customers and further breaks up the appearance from the street for the retail store. The convenience store is a precast bearing wall structure with split face block on the exterior, a standard steel canopy structure over the fuel dispensers, six large underground fuel tanks and a state of the art piping and environmental protection system. All three grades of fuel — regular unleaded, mid - grade, and premium — as well as diesel and bulk kerosene will be available at the dispensers. Connected to the C- Store, is an automatic car wash featuring 3 bays for washing cars. One bay will feature a soft brush type of wash and the other two bays will feature the touchless wash preferred by many customers. It will be fully automated and washes can be purchased from a direct point of sale at the wash, in the convenience store and at the main store. The building will be constructed from the same precast materials as the main store. They are much more durable for the harsh environment internal to a car wash facility. Again, this facility will be landscaped in the same manner as the retail store. Signage: This project is considered a multi- tenant project; therefore, the project will have signage on both sides of Chelsea Road. Both properties are located in the Freeway Bonus District. The main retail facility will have some wall signage over the auto service facility doors, at the entrances to the building, department signage, rental signage and a MFF logo on the northeast corner. A free standing sign has been proposed at the C -Store located on the south side of Chelsea Road, as an information sign to the local traffic on Chelsea Road. A pylon sign will be erected near the ROW adjacent to 1 -94, to facilitate multi- tenant signage for informing drivers to exit at the appropriate ramps. It is however, set back more than 85 feet from the property line due to a sanitary and storm drainage easement. It is placed to accommodate access to the easement and sized to be readable from the freeway at freeway speeds early enough to allow traffic to properly weave and exit the freeway at the appropriate off ramp, but is in partial conformance to Section 4.5 of the zoning ordinance. As a result, the location of the sign on the MFF property is setback 85 WIDSETH ilh-0- SMITH NOLTING feet from the neighboring properties, which have signage immediately adjacent to the 1 -94 ROW. In addition, a monument sign for the fuel station will be erected along Chelsea Road to advertise the convenience store, car wash, and fuel station pricing. The fuel station sign is located in front of the facility, visible to the public. It is in partial conformance to Section 4.5 of the zoning ordinance. The balance of the signage is all wall signage and is sized and designed to be attractive, informational, and appropriate for the size and type of building. Signs include: • Free Standing Signs • Main Pylon Sign — 50' high and 199 sf for freeway exposure • Fuel station monument Sign — 15' 3" high and 171 sf for pricing • Main Store — as shown on building elevations • Wall Entrance signs — "Mills Fleet Farm" and "Auto Service" • Wall Signs — "Auto Service ", address numerals, logo at corner of the building, "Hunting ", "Fishing ", "Pet Supplies ", "Candy & Snacks ", "Apparel ", "Entrance ", and "Exit" • Fuel Station & Convenience Store — as shown on building elevations ■ Canopy — "Gas Mart ", logos at the corners, "Kerosene" • Car Wash — as shown on building elevations ■ Wall Signs — "Touchless ", "Softgloss ", "Car Wash ", "Exit ", bay numerals, and logos. Menu boards — to advise customers of the washes available. Traffic /Parking Facilities: The actual sizes of the proposed uses on the subject property have decreased from the EAW that was prepared for this location. Since that time, the ITE Trip Generation Manual has been updated to the 9th Edition. Based on the new manual, there has been a slight increase in the trip generation, which will be offset by the decrease in the size of the proposed structures. It is estimated that 10,650 vehicles a day will be generated from the proposed development. This is a slight increase over the EAW estimate of 9,715 vehicles per day. The EAW did not take into account that the potential for a developable lot existed with that development scenario. Taking this into consideration would put the estimated vehicles per day to be equal to or less than the number identified in the EAW. Trips to the MFF site will include customers, employees, deliveries, and service personnel. Traffic will vary in amount throughout the day with the peaks in the early evening and on weekends. To accommodate peak traffic, Chelsea Road in front of the proposed MFF property has already been upgraded to a 3 lane roadway system with dedicated right turn lanes at appropriate entrances. This takes turning movements in to separate lanes to accommodate free flow of the through traffic to be maintained. As outlined earlier, no deliveries will be accepted unless the store is open. Any deliveries arriving prior to opening will simply have to wait in the drive lane leading to the yard entrance until the store opens. Based on the ordinance, the required number of parking stalls for the proposed development is 700. Based on our experience, the appropriate number of parking WIDSETH ilh-0- SMITH NOLTING stalls for our facilities equates to approximately 1 stall per 300 square feet of building area. We have provided a total of 573 stalls, which equates to approximately 1 stall per 288 square feet. We have provided a summary of our most recent store locations to illustrate the parking needs based on those facilities. It is not uncommon to request a variance from the parking requirements based on this history. Site Lighting: The parking lots and buildings will be lighted as all buildings are — to assist and protect customers and employees coming and going from the store after dark, to assist employees and customers in the safe operations during the stocking and sales of merchandise, and for security of all people and property during hours the facility is not open. The photometric layout provided illustrates that no light spills onto the adjoining properties but will adequately light the site for the defined reasons outlined above. Security lighting will be present during hours the facility is not open to accommodate the use of equipment installed as part of the protection system for the property and people. Landscaping: The MFF property is zoned B -4 and is abutted by Industrial zoning on the north, east and west property lines and R -1 on the southerly property line. The ordinance requires a buffer Type C on the east, west and south property lines. Buffer Type C has been indicated on the easterly property line. The existing trees on the easterly property line were planted as part of a proposed development that was completed prior to the landscape ordinance change. For the purposes of this submittal, we are including the existing trees in the buffer calculations and have identified planting additional vegetation to comply with the Type C buffer. Along the west and south property lines, we have identified a Type A buffer, which is in partial conformance with the ordinance. Regional ponds are present along the west and south property lines. The landscaping plan illustrates that even a Type A buffer will severely limit access to these regional systems for future maintenance. The landscaping plan further illustrates that the Type A buffer requirements infringe on a drainage swale in the southeast corner of the yard. We are requesting the City of Monticello consider modification to the landscape ordinance requirements on the west and south property line for purposes of providing reasonable access to the regional ponding system for future maintenance purposes. We understand the need for screening from adjacent land use. The fact that we are in an industrial area is not a large concern for us, as many of our customers have an industrial or farm related background of some sort. The buffering requirements in this case, with exception to the south property line, are more intended for screening the MFF property from the adjacent uses. The south property line is different, in the fact that we understand a sports center is being planned by the school district immediately adjacent to our south property line; therefore, screening is intended for softening the view adjacent to the sports center. The landscape ordinance in Monticello is extremely stringent when compared to all the other communities we have developed in. We anticipate the landscaping component, at a minimum, to be twice that of any other store we have built. We are WIDSETH SMITH NOLTING requesting leniency on the west and south property lines from the landscape ordinance to facilitate the need for future maintenance on the regional ponding system. Drainage: The MFF property is located in an area that has been previously developed and a regional stormwater ponding system has been created to treat runoff from the proposed developments. Under the time of development, the rainfall data that was utilized for design was based on the U.S. Weather Bureau Technical Paper 40 (TP 40). Since that time, the National Oceanic and Atmospheric Administration (NOAA) has published new rainfall data summaries that reflects a longer data history and is more reflective of current weather patterns. NOAA rainfall data will be utilized in the stormwater management analysis. The EAW states that two ponds are adjacent to the MFF property, the northwest and southeast ponds. 18 acres of the MFF property can be drained to the northwest pond to be compliant with the stormwater management standards. The remainder of the property can be drained to the southeast pond. It just so happens that the MFF property in total is approximately 36 acres; therefore drainage can be split in half to each pond from the subject property. We have received some stormwater information that reflects the two ponds were designed originally using National and Urban Runoff Program (NURP) standards and TP 40 rainfall events for the MFF property assuming an impervious coverage of 85 percent. The dead pool volumes (water volume below the pond outlet) were based on the 2.5 inch rainfall event and the live storage (water storage volume above the pond outlet) needed for peak runoff control was based on the 100 -year 24 -hour rainfall event. Current water quality standards require infiltration of 1 inch of runoff over the new impervious surfaces, which is based on the National Pollutant Discharge Elimination System (NPDES) standards. Any areas receiving runoff from fueling areas cannot be directed to the infiltration areas. The City of Monticello has a requirement that the infiltration basins shall be sized for 1.1 inches of runoff from the new impervious surfaces. The proposed MFF development has been planned with 3 separate infiltration basins, with the outflows being the adjacent northwest and southeast ponding areas. The infiltration areas will maintain the runoff in exceedance of the 2.5 inch rainfall event and will only discharge to the regional ponds in the larger storm events. We have provided a summary that illustrates compliance with the comparison of the TP 40 volumes in relation to the new NOAA volumes we would contribute to the regional ponding system for the 2.5 inch rainfall event and the 100 - year 24 -hour storm event. The applicant respectfully requests approval of all aspects of the project as presented. Please let us know if you have any questions or need additional information. You may contact me at (218) 316 -3653 or by email, tim.ramerth(a wsn.us.com or Mike Angland at (218) 316 -3608 or by email, mike.anglandCa-)wsn.us.com. We look forward to providing additional information at the planning commission meeting. WIDSETH SMITH NOLTING Sincerely, WIDSETH, SMITH & NOLTING ASSOCIATES, INC. Timothy T. Ramerth, P.E. Project Manager cc. Hugh Leasum, Mills Properties, LLC Jeff Meek, Mills Properties, LLC Attch. Preliminary Plat for Mills Fleet Farm Addition to Monticello Final Plat for Mills Fleet Farm Addition to Monticello Monticello MFF Drawings Parking Analysis Summary Stormwater Management Summary LED Strip Lighting Specifications Landscape Planting Detail Sheets Updated Title Commitment Photos of Exterior Elevations and Signage Images Site Lighting Specifications June 9, 2016 City of Monticello Attn: Angela Schumann Community Development Director 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Mills Fleet Farm PUD Application Dear Ms. Schumann, Widseth Smith Nolting & Associates, on behalf of Mills Properties, LLC, will act as an authorized agent. Specifically, Tim Ramerth with be the representative to sign the permit application and receive correspondence for the PUD project in conjunction with myself for Mills Properties, LLC. We understand that WSN is an agent acting on behalf of Mills Properties, LLC, and that Mills Properties, LLC will be bound by all decisions, agreements and related conditions as agreed by such agent. Please let me know if you need any additional information. Thank you for your attention to this matter. Sincerely, Jeff Meek, CFO, Mills Properties, LLC cc: Tim Ramerth, WSN PRELIMINARY PLAT OF , I \ MILLS FLEET FARM ADDITION TO MONTICELLO NORTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 121, RANGE 25 \ \ \ I / WEST LINE OF SECTION 13, / / TOWNSHIP 121, RANGE 25 00 0 /o / -- o < N / J ! a ^ SOUTHERLY RIGHT OF WAY ALINE OF INTERSTATE NO. 94 SOUTHERLY RIGHT OF WAY - M AND B OF MONTICELLO LLC /' — \\ \\\ \ LINE OF INTERSTATE NO. 94 301 CHELSEA RD — \ \ \� \� \ \ \ \� MONTICELLO, MN 55362 \ \ \ o \�\\ y \ eS� \ ACCESS CONTROL ACCORDING TO \ \ •;3= \ \ \\ \ \ \\ 4 �\ \ DOCUMENT NO. 287159 \ \ \ \ 00, c - 1 I , \ i (ice, ^ 85.00 FOOT SANITARY S0 0 �\ �/ \ SEWER EASEMENT ACCORDING JO DOCUMENT NO. 1056695 IN a \ WHL ENTERPRIZES =) 307 CHELSEA RD. �' / /'`'�- / \j MONTICELLO, MN 55362 953 0�, /_ "� z I [ LOT 1— \� �' c35-3 ! j 103,994 SQ. FT. h_ - _ - \ - 954 O I 2.39ACRES� � _ — = 956 �a`O {� h N ` \ 40 ry -' 5633 23S "F LIJ `- a / I \ \ - w z j /! � 9511 MONTICELLO INDUSTRIAL PARK INC I \ \ \ / 1 \ o a Z J / / / MONTICELLO, MN 55362 (n uj /I��II � III 1 0 100 200 SCALE ( IN FEET) ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE WRIGHT COUNTY COORDINATE DATABASE NAD 83 ELEVATIONS ARE BASED ON NAVD 88 DATUM • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS # 41643 7 = DENOTES MAILBOX >— = DENOTES GUY WIRE UGT = DENOTES SIGN ® = DENOTES SANITARY CLEANOUT SO = DENOTES SANITARY MANHOLE - = DENOTES STORM MANHOLE qqO yv° Y = DENOTES HYDRANT W DENOTES WATER VALVE = DENOTES WELL = DENOTES LIGHT POLE n= DENOTES ELECTRIC METER ® = DENOTES ELECTRIC TRANSFORMER T❑ = DENOTES TELEPHONE PEDESTAL > = DENOTES SANITARY SEWER = DENOTES STORM SEWER UGT = DENOTES UNDERGROUND TELEPHONE UGE = DENOTES UNDERGROUND ELECTRIC OHE = DENOTES OVERHEAD ELECTRIC - = DENOTES WATER LINE = DENOTES APPROXIMATE WETLAND AREA DENOTES CONCRETE SURFACE DENOTES BITUMINOUS SURFACE LLI J \ J / ! / g5g I = DENOTES GRAVEL SURFACE OQC) \ /\ / / / _ o (If cy-o k'� - d I I.��; ` �F. Imo. ...! t� ♦I, - ' `7� / p -- , / - ._.._ ♦ �_ iii r - r- - _ l i r �__ ._ ._ ,. . ._ ._ � i ._ ♦ ,. I / / / /�, CENTERLINE OF AN 80.00 FOOT ROAD , / y ^� /! /Ill 111 \1j 111 � 1' ', \ / AND UTILITY EASEMENT ACCORDING TO \\ I \ / / � 1�11I1III(Ilf ® DOCUMENT N0. 379144 \ I I \ \ /!v �9 I MONTICELLO INDUSTRIAL PARK INC \ 1 RIVERWOOD BANK ,,� / / / / / /// !! 11 t{ 11f1 957 _ — YOB ` — \ so / MONTICELLO, MN 55362 : \\ / -� — \ \ \ \ — , —\ \\ J 9766 FALCON AVE. NE. #10 °' //• .... •. /`. IIII •{ I / � \ \ MONTICELLO, MN 55362 / vv ..� -' 9 �\� _\ 4`- -rn HOC 5 \ \\ j� -�\ 11111 /ll�ll it IIII IIII / / \ \ �\\ / III 1 I I I III p O GRAVEL \ \\ /!!!I /!I / \� • �jIIIIIIIIIIIIII I I I I ry APPROACH g� / I \ �i ''36 S � - _- � �1 \ \���•'� � � A=26 °13'49' / \ � �.. \ ,��, 9� R -48.00 \ \\ II ) — \ L =21.97 I ,'�� / \ @ v \ \ \ _ /// / / / / /// (\� EAST LINE OF MONTICELLO -- 11 t {I1111�IIIIiIIIyf ��- \� \� S 23 \ —T COMMERCE CENTER FIFTH ADDITION IIIII IIIII II III �� S00'48'10 "W 688 \ — \ / / (l r /l / / /�l / / / �- I I Illl'Ii I 25.87 PROPOSED TRAIL EASEMENT ACCORDING TO �'. �. 32 \ \ _ _t / DOCUMENT NO. ,II ill II ,1jIi �I�II� t— !I 1. Iii Illllj Il 1 w LOT 2 \\ \ �\��g�\ S \\` - / / �IMONTICELLO INDUSTRIAL PARK INC \ / / MONTICELLO, MN 55362 III I111•i II II IIII I 1 �, t \ \ �.\ � � / If III { II Ii 11' \ I 1 119,337SQ._F•T,� iry 00 % \ y� ��� ( I 1 / /�/ „ /• /l \\ �� / 2.74 ACRES \ \ I I = %' \ 1 11111111 II II 1 \ i \ �� -- ,r`��'' IN TEGRAfD RECYCLING \TECH COR i {IIIIii111111i1 N% - 999 90TH ST. � . I { I I I I I I N6 32 \ . 39 - MONTICELLO, MN 55362 I Illl 1II111� II \ `_ 2(92 956 -J o i �� �\ A�� \_, i ,low I III 11 `'' s w i / \ \ \ �.F. \ ♦ S lb I''I I{{Ii�I {!I y DRAINAGE AND PONDING EASEMENT / % 9s9 S f J 1 I ACCORDING TO DOCUMENT NO. 1040025 try / \ OUTLOT A 101,891 SQ. FT. 2.34 ACRES - -y 180 I �I {✓ Ilil {'IIIII / M I 1 1=20 (TYP) INTEGRATED RECYCLING TECH CORP - -- II III! IIIII 96� 9696 FALLON AVE. IIIII I MONTICELLO, MN 55362 ( l /I {{i IIII III\ / / O ` I - -� i / 388.97 a� - -- - -' I \ \ - -- 1 11111 1�11iI II // \ 8L G I / N89 °12'oo "w °` '� - -- - - - - - =- \ tiY° l l 11 1.1111 III / \ \ �J , - � 1•yIII��IIIIyIII�I till Ill II IIIII \ PROPOSED IIiIIIIIitII / EASEMENT KANT -SING PARTNERSHIP LLP s \ 1 1 1 I'i IIIIIIi�Illl / s / WEST LINE OF MONTICELLO 9668 FALLON AVE. - •� III'+ I ( I I MONTICELLO, MN 55362 COMMERCE CENTER \ • ( I ° Ilii 1111111 / / i i I SIXTH ADDITION <' u' � III {111 - ;�• „_ -`�. - -- 1 I f;, ; \\ \_\ I•I� IIIII / / ,, I � I 1 -' ��_ i- - - - - -J 1 L---------- - - - - -� - -� / / _ ,Lo ---- ------------ ----------- - - - - -- i - - - -- f--- - - - -r- L---- - - - - -- M. 960 I \ \ �I t \ I \ � � _1 PROPOSED \ MILLS FLEET FARM wi I I I J�.959- \\ \ I \\ 1� 00 EAST LINE OF I \ ,✓ MONTICELLO COMMERCE - -- CENTER THIRD ADDITION I I/ I I I LOT 1\ I I \ 1,244,888SQ.FT. I i I / ;.`•' '',<' 28.58 A RES \ \ I = r' (� WURM PARTNERSHIP LLP /•\ y6 \ _ \ \ \ \ \ I\ I / UMC REAL ESTATE LLC 9600 FALCON AVE. NE. I / \ I I I 'pro \ I _ II / 500 CHELSEA RD MONTICELLO, MN 55362 // \ .,I i I , \ I i I i I I / \ \ \ \ \ \ \ I \ \ I I �/ / MONTICELLO, MN 55362 rn ----- T------ - - - - -� ---------- - - - - -� -- ------------------- - - - - -- �I ------------ 1 _ ---- - - - - -� - - - - -1 - - -- �--------- - - - - -- - - -� - -, � --� - -� - - - - ------------------ / - - -/ EAST LINE OF MONTICELLO COMMERCE - j } CENTER FIRST ADDITION ,11 II - -�� I /// / �h I \. \ 959 - -J / co < `- I ,` \III I / /•' %/ \ / °' rn STORM WATER, DRAINAGE AND POND NG EASEMENT -_— _ _ — — — —/� -- - 111111 110 r ` / 1 / SOUTH LINE OF LOT 19, // ACCORDING TO DOCUMENT NO. 582955 MAINLINE DISTRIBUTE PROP — - •— — _ �: —.= = ; — — 9530 FALCON AVE. NE. a AUDITOR'S SUBDIVISION NO. ONE -_ MONTICELLO, MN 55362 - ~ I II111 111 \ \ c �� — `� / =� `��/ %%' _ Ji ii j/ `� - - - -= - - - - - -- -N — << —k— all RETENTION / \� \ \�\ —�—__ _= 224.98 - 813.48 _cam \ \ °j • +t +r• • •� s it + N89'54'31 "W r=� 1038.46 Hit \ — — — — — — POND \ — RQ s- 1 Y° �': ( \,, -95e� ® - -� �� �;,�i*� /! !-� 11lii III -� �lllll -._ _ — �� SOUTH LINE OF LOT 18, �� AUDITOR'S SUBDIVISION- NO. ONE �\ �� I ' ♦ ♦li�' F- . 1 ♦Y 959 ��` ; I \ \ _ _ _ \ 1 ,�\ \ \�` , -� - - - �����\.1��i ;\\ 71,1,�,� III \ ho, INDEPENDENT SCHOOL DISTRICT 882 959 1 \ �i \ \�"� I /// — _ INDEPENDENT SCHOOL DISTRICT 882 1 9350 FALCON AVE. I I \ (I`) \\ `\ \�\ III / — — — 5225 SCHOOL BLVD 1 MONTICELLO, MN 55362 III���"”" \\ MONTICELLO, MN 55362 � 960 \ � ssa _ I I \ 1 \ � \ �- � 11 I' / L � / �- � 1 1 • � I � I I I I "� ;, ,-� _ \ \ 11 IIIII {III 111 11 1 111111111 \ \, \. I. 1 ► � I � I I � I �;;J I i� I I� ./ , .// i /// \\ 1�11�1�111►►1�IV �I�iii�l�ll VICINITY MAP (NOT TO SCALE) SUBJECT PROPERTYI r, NAME: S�TF.4WA TO O I DESCRIPTION: PART OF LOTS 10, 18 AND 19, AUDITOR'S SUBDIVISION NO. ONE, SECTION 13, TWP 121, RGE 25, WRIGHT COUNTY, MINNESOTA FEE OWNER: MILLS PROPERTIES, LLC APPLICANT: MILLS PROPERTIES, LLC 512 LAUREL STREET P.O. BOX 5055 BRAINERD, MN. SURVEYOR: WIDSETH SMITH NOLTING 7804 INDUSTRIAL PARK RD BAXTER, MN. ZONING: B -4 REGIONAL BUSINESS DISTRICT AREA: 37.27 ACRES DATE: JUNE 6, 2016 LOT 1, BLOCK 1 LOT 2, BLOCK 1 LOT 1, BLOCK 2 OUTLOT A DRAINAGE AND UTILITY EASEMENTS ARE AS SHOWN BELOW FOR ALL LOTS UNLESS OTHERWISE SHOWN INTERIOR SIDE LOT LINE 6 12 6 12 -t - -_1 L_ - -F - ROAD LINE BEING 6 FEET IN WIDTH AND ADJOINING ALL INTERIOR SIDE LOT LINES AND 12 FEET IN WIDTH AND ADJOINING ALL ROAD LINES AND REAR LOT LINES TOTAL AREA 1,244,888 SQ.FT 119,337 SQ.FT. 103,994 SQ.FT. 101,891 SQ.FT. TRAIL, DRAINAGE AND UTILITY EASEMENT 196,231 SQ.FT. 11,091 SQ.FT. 24,808 SQ.FT. 17,000 SQ.FT. NOTE: SEE ENGINEERING AND ARCHITECTURE DRAWINGS FOR ADDITIONAL EXISTING AND PROPOSED UTILITY, SOIL, LANDSCAPE, TREE INVENTORY AND GRADING INFORMATION. © 2016 WIDSETH SMITH NOLTING OFFICIAL PLAT MILLS FLEET FARM ADDITION TO MONTICELLO KNOW ALL PERSONS BY THESE PRESENTS: That MILLS PROPERTIES LLC., a Delaware limited liability company, fee owner of the following described property situated in the County of Wright, State of Minnesota, to -wit: That part of Lot 10, AUDITOR'S SUBDIVISION NO. ONE, according to the recorded plat thereof, on file in the Wright County Minnesota Recorder's Office, being part of the Northwest Quarter of the Northwest Quarter (NW1 /4- NW1 /4), Section 13, Township 121, Range 25, said Wright County, described as follows: Beginning at the most easterly corner of Lot 1, Block 1, MONTICELLO COMMERCE CENTER SECOND ADDITION, according to the recorded plat thereof, on file in said Wright County Recorder's Office; thence South 26 degrees 27 minutes 25 seconds West, bearing based on said MONTICELLO COMMERCE CENTER SECOND ADDITION, 547.34 feet along the easterly line of said Lot 1 and its southwesterly extension to the centerline of Chelsea Road according to Document No. 379144 on file in said Wright County Recorder's Office; thence South 63 degrees 32 minutes 35 seconds East 205.00 feet along said centerline of Chelsea Road; thence North 26 degrees 27 minutes 25 seconds East 547.24 feet to the southwesterly right of way line of Interstate Highway No. 94; thence North 63 degrees 30 minutes 56 seconds West 205.00 feet along said southwesterly right of way line of Interstate Highway No. 94 to the point of beginning. AND That part of Lots 10, 18 and 19 AUDITORS SUBDIVISION NO. ONE, lying East of the plats of MONTICELLO COMMERCE CENTER FIRST ADDITION, MONTICELLO COMMERCE CENTER THIRD ADDITION and MONTICELLO COMMERCE CENTER FIFTH ADDITION and lying West of the plat of MONTICELLO COMMERCE CENTER SIXTH ADDITION being part of the Northwest Quarter of Section 13, Township 121, Range 25, Wright County, Minnesota which lies Southwesterly of the following described line: Commencing at the Northwest corner of said Northwest Quarter; thence on an assumed bearing of South 1 degree 14 minutes 38 seconds West along the West line of said Northwest Quarter, a distance of 708.88 feet to the point of beginning of the line to be described; thence South 63 degrees 32 minutes 35 seconds East, a distance of 4016.29 feet and there terminating. Has caused the same to be surveyed and platted as MILLS FLEET FARM ADDITION TO MONTICELLO and does hereby dedicate to the public for public use the public way and the drainage and utility easements as created by this plat. IN WITNESS WHEREOF, said MILLS PROPERTIES, LLC., a Delaware limited liability company has caused these presents to be signed by its proper officer this day of 20 Signed: MILLS PROPERTIES, LLC Hugh P. Leasum Executive Vice President /Chief Operating Officer STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of Delaware limited liability company, on behalf of the company. Printed Name Notary Public, My Commission Expires: County, Minnesota 20 by Hugh P. Leasum, Executive Vice President /Chief Operating Officer of MILLS PROPERTIES, LLC, a Signature I, Chad M. Conner, 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 Chad M. Conner, Licensed Land Surveyor Minnesota License Number 41643 STATE OF MINNESOTA COUNTY OF CROW WING 20 The foregoing Surveyor's Certificate was acknowledged before me this day of Printed Name Notary Public, Crow Wing County, Minnesota My Commission Expires: 01 -31 -2020 Signature © 2016 WIDSETH SMITH NOLTING 20 , by Chad M. Conner, Land Surveyor, Minnesota License Number 41643. CITY PLANNING COMMISSION, MONTICELLO, MINNESOTA Be it known that at a meeting held on this day of of MILLS FLEET FARM ADDITION TO MONTICELLO. Planning Commission, City of Monticello, Minnesota Chairperson CITY COUNCIL, MONTICELLO, MINNESOTA 20 , the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat is Secretary This plat of MILLS FLEET FARM ADDITION TO MONTICELLO was approved and accepted by the City Council of the City of Monticello, 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. City Council, City of Monticello, Minnesota LIM Mayor WRIGHT COUNTY SURVEYOR LIZA Clerk I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this 20 Wright County Surveyor WRIGHT COUNTY AUDITOR day of Pursuant to Minnesota Statutes Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this 20 Wright County Auditor WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes Section 505.021, Subd. 9, taxes payable for the year 20 20 Wright County Treasurer WRIGHT COUNTY RECORDER Deputy on the land hereinbefore described have been paid this 1 hereby certify that this instrument was filed in the office of the County Recorder for record on this M. and was duly recorded in Cabinet No. , Sleeve as Document No. Wright County Recorder LIZA Deputy day of 20 , at day of day of o'clock 1 OF 2 JL Z� N 0 O J O� w Z H _ U) Div mn U T N 0 Q N Lu PROJECT DIRECTORY: m PROJECT ADDRESS MILLS FLEET FARM RETAIL STORE CHELSEA ROAD MONTICELLO, MN 55632 MILLS FLEET FARM CAR WASH CHELSEA ROAD MONTICELLO, MN 55362 ENGINEER - ARCHITECT WIDSETH SMITH NOLTING 7804 INDUSTRIAL PARK ROAD P.O. BOX 2720 BAXTER, MINNESOTA 56425 PHONE: (218) 829 -5117 FAX: (218) 829 -2517 ELECTRICAL ENGINEER WIDSETH SMITH NOLTING 7804 INDUSTRIAL PARK ROAD P.O. BOX 2720 BAXTER, MINNESOTA 56425 PHONE: (218) 829 -5117 FAX: (218) 829 -2517 H.V.A.C. & PLUMBING ENGINEER WIDSETH SMITH NOLTING 7804 INDUSTRIAL PARK ROAD P.O. BOX 2720 BAXTER, MINNESOTA 56425 PHONE: (218) 829 -5117 FAX: (218) 829 -2517 ELECTRICAL POWER EXCEL ENERGY PHONE: (608) 223 -2014 NATURAL GAS CENTER POINT ENERGY PHONE: (320) 963 -8511 WATER, SANITARY & STORM SEWER CITY OF MONTICELLO PHONE: (612) 219 -5818 TELEPHONE SERVICE AT &T TRANSMISSION PHONE: (903) 753 -3145 TDS TELECOM PHONE: (763) 295 -2301 CHARTER COMMUNICATIONS PHONE: (763) 398 -0980 MONTICELLO, MINNESOTA SCHEDULE OF DRAWINGS: GENERAL G1.2 TITLE SHEET SITE WORK C1.0 LEGEND C2.0 EXISTING CONDITIONS C2.1 REMOVALS C3.0 -3.3 SITE PLANS C4.0 -4.3 GRADING PLANS C5.0 EROSION CONTROL PLAN C5.0 OVERALL UTILITY PLANS C6.0 -6.12 UTILITY PLANS C7.0 PAVING PLAN C8.0 SIGNING AND STRIPING PLAN C9.0 CHELSEA ROAD TURN LANE C10.0 -10.1 CONSTRUCTION DETAILS 1-1.0 -1.4 LANDSCAPE PLANS ARCHITECTURAL RETAIL STORE A1.1 FIRST FLOOR PLAN A6.1 EXTERIOR ELEVATIONS ACCESSORY BUILDING A13.1 PERIMETER RACKING ELEVATIONS & SECTIONS A13.2 ACCESSORY BUILDING STORAGE YARD ENTRANCE A20.1 GATE HUT PLAN, SECTIONS & ELEVATION CAR WASH ELECTRICAL E1.1 SITE LIGHTING PLAN RENDERED E1.2 BUILDING & YARD E1.3 PARKING LOT E1.4 CAR WASH E1.5 SCHEDULES z} o 2 w w LL UZzoO d � Q U,O75;Q zLu< LU Q }QF O F w w I¢Q° =wz�Q }Of °Fo wQ,= w wUz wF a <- Uof DQ� waFa0 cr ir ww� 2 'r � U H -OO -1 tn m co o z17-- oa �2ct �C) 0 w ry w Q 0 it U_ J 0 0 z Q c� z J w U 2i A30.1 O O O CANOPY FLOOR & ROOF PLAN 0 m o A31.1 ti o O O z z m O Y W z a Q U O A30.1 FLOOR & ROOF PLAN } A30.2 CANOPY FLOOR & ROOF PLAN m o A31.1 m EXTERIOR ELEVATIONS W ui � U z z A31.2 EXTERIOR ELEVATIONS W J Q = m D cn D U ° SIGN DETAILS A50.1 SIGNAGE Lu U O _I W H LU W z Z_ W 2i co LL H LL J LU LLJ J 0 J W H L U H J co �- J Z -i -i 0 w SHEET NO. G1.2 C:\Temp\MFFMONTICELLO-CENTRAL_chris.satterlund.rvt 5/27/2016 1:45:10 PM © 2016 WIDSETH SMITH NOLTING SHEET OF SURVEY MONUMENTS EXISTING UTILITY MUNICIPAL SYMBOLS (cont. $ BENCH MARK (�t STORM MANHOLE 0 GUARD POST s �O° GUY ANCHOR O• FOUND CIM CO-) WATER CURB STOP A FOUND CPNT. w O" WATER HANDHOLE Q SIGN DOUBLE POST G Da SIGN SINGLE POST O FOUND JLM o WATER HYDRANT TREE STUMP OSD TV DISH �P WETLAND SYMBOL OTV TV HANDHOLE x FOUND LATH @) WATER MANHOLE • FOUND PIPE n WATER METER o��G O Uj U 0 �P U) J 0 Z 0 x FOUND READING w WATER VALVE O STAKED CIM ® WATER WELL SHEET NO. STAKED CPNT. UTILITY UTILITY SIZE & TYPE C1.0 w z OOH STAKED JLM o STAKED PIPE EXISTING UTILITY PRIVATE SYMBOLS EXISTING TOPO SYMBOLS AC AC UNIT O FENCE POST r FLAG POLE 0 GUARD POST >— GUY ANCHOR -a GUY POLE CO-) HANDICAP SYMBOL g MAILBOX ® SHRUB Q SIGN DOUBLE POST G Da SIGN SINGLE POST O TREE CONIFER O" T TREE DECIDUOUS TREE STUMP OSD TV DISH 101, WETLAND SYMBOL OTV TV HANDHOLE TV YARD LIGHT EXISTING UTILITY MUNICIPAL SYMBOLS (j APRON Ls LIFT STATION 0 SANITARY CLEANOUT Os SANITARY MANHOLE ❑ STORM CATCH BASIN [E] STORM INLET SOIL BORING SYMBOLS LIF ❑D LASER- INDUCED FLUORESCE BORING •LY LYSIMETER OMw MONITOR WELL QPT PERC TEST �IPz PIEZOMETER ORw RECOVERY WELL OS' SOIL BORING z2P SOIL VAPOR POINT oVS VAPOR SURVEY POINT PROPOSED UTILITY MUNICIPAL SYMBOLS / APRON PROPOSED 11111c0 SANITARY CLEANOUT PROPOSED • SANITARY LIFT STATION PROPOSED SANITARY LIFT STATION VALVE MANHOLE PROPOSED SANITARY MANHOLE PROPOSED p SANITARY PLUG PROPOSED STORM CATCH BASIN PROPOSED STORM MANHOLE PROPOSED �..,� WATER 11 1/40 BEND PROPOSED M WATER 22 1/20 BEND PROPOSED 'y WATER 450 BEND PROPOSED T, WATER 900 BEND PROPOSED [ WATER CAP PROPOSED WATER CROSS PROPOSED WATER CURB STOP PROPOSED /;y<D WATER HYDRANT PROPOSED b WATER REDUCER PROPOSED r� WATER SLEEVE PROPOSED WATER TEE PROPOSED w N WATER VALVE PROPOSED PROPOSED UTILITY PRIVATE SYMBOLS l�( ELEC LIGHT POLE PROPOSED EROSION CONTROL SYMBOLS -4-- SURFACE DRAINAGE ARROW OSTORM DRAIN INLET PROTECTION TRAFFIC CONTROL DEVICES & SYMBOLS _J_ TRAFFIC CONTROL SIGN (1 POST) 11 TRAFFIC CONTROL SIGN (2 POST) u TYPE III BARRICADE O DRUM CHANNELIZER 0 0 o FLASHING ARROW OR MESSAGE BOARD EXISTING TOPOGRAPHIC LINES —X X X X X— FM OHC OHE ss ss DT UGC UGE- FOC GAS UGT ws ws CENTER LINE EDGE OF WOODS FENCE BARB WIRE FENCE CHAIN LINK FENCE WOOD FORCEMAIN OVERHEAD CABLE TV OVERHEAD ELECTRIC OVERHEAD TELE RAILROAD RETAINING WALL SANITARY SEWER SANITARY SEWER SERVICE STORM SEWER STORM SEWER DRAIN TILE UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND FIBER OPTIC UNDERGROUND GAS UNDERGROUND TELE WATERMAIN WATERMAIN SERVICE WETLAND EDGE R /W, LOT & EASEMENTS LINES BUILDING SETBACK LINE LOT LINE PROPOSED ----------- - - - - -- EASEMENT LINE ----------- - - - - -- EASEMENT LINE PROPOSED LOT LINE - O O MNDOT CONTROLLED ACCESS LINE RIGHT OF WAY EXISTING PROPOSED CONSTRUCTION LINES FENCE CHAIN LINK PROPOSED FENCE WOOD PROPOSED XXXX X— FENCE BARB WIRE PROPOSED FM FORCEMAIN PROPOSED > SANITARY SEWER PROPOSED ss ss SANITARY SERVICE PROPOSED STORM SEWER PROPOSED DT STORM SEWER DRAIN TILE PROPOSED WATERMAIN PROPOSED ws ws WATERMAIN SERVICE PROPOSED EROSION CONTROL LINES ELEC GROUND LIGHT OE ELEC HANDHOLE X ELEC LIGHT POLE SILT FENCE ELEC MANHOLE n ELEC METER [E] ELEC PEDESTAL CO-) ELEC POLE g ELEC SIGNAL ® ELEC TRANSFORMER BOX Q GAS METER G Da GAS VALVE O LP TANK O" T TELE HANDHOLE TELE MANHOLE ❑T TELE PEDESTAL -O TELE POLE OTV TV HANDHOLE TV PAGE OF SECTION BOTTOM ❑ TV PEDESTAL SOIL BORING SYMBOLS LIF ❑D LASER- INDUCED FLUORESCE BORING •LY LYSIMETER OMw MONITOR WELL QPT PERC TEST �IPz PIEZOMETER ORw RECOVERY WELL OS' SOIL BORING z2P SOIL VAPOR POINT oVS VAPOR SURVEY POINT PROPOSED UTILITY MUNICIPAL SYMBOLS / APRON PROPOSED 11111c0 SANITARY CLEANOUT PROPOSED • SANITARY LIFT STATION PROPOSED SANITARY LIFT STATION VALVE MANHOLE PROPOSED SANITARY MANHOLE PROPOSED p SANITARY PLUG PROPOSED STORM CATCH BASIN PROPOSED STORM MANHOLE PROPOSED �..,� WATER 11 1/40 BEND PROPOSED M WATER 22 1/20 BEND PROPOSED 'y WATER 450 BEND PROPOSED T, WATER 900 BEND PROPOSED [ WATER CAP PROPOSED WATER CROSS PROPOSED WATER CURB STOP PROPOSED /;y<D WATER HYDRANT PROPOSED b WATER REDUCER PROPOSED r� WATER SLEEVE PROPOSED WATER TEE PROPOSED w N WATER VALVE PROPOSED PROPOSED UTILITY PRIVATE SYMBOLS l�( ELEC LIGHT POLE PROPOSED EROSION CONTROL SYMBOLS -4-- SURFACE DRAINAGE ARROW OSTORM DRAIN INLET PROTECTION TRAFFIC CONTROL DEVICES & SYMBOLS _J_ TRAFFIC CONTROL SIGN (1 POST) 11 TRAFFIC CONTROL SIGN (2 POST) u TYPE III BARRICADE O DRUM CHANNELIZER 0 0 o FLASHING ARROW OR MESSAGE BOARD EXISTING TOPOGRAPHIC LINES —X X X X X— FM OHC OHE ss ss DT UGC UGE- FOC GAS UGT ws ws CENTER LINE EDGE OF WOODS FENCE BARB WIRE FENCE CHAIN LINK FENCE WOOD FORCEMAIN OVERHEAD CABLE TV OVERHEAD ELECTRIC OVERHEAD TELE RAILROAD RETAINING WALL SANITARY SEWER SANITARY SEWER SERVICE STORM SEWER STORM SEWER DRAIN TILE UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND FIBER OPTIC UNDERGROUND GAS UNDERGROUND TELE WATERMAIN WATERMAIN SERVICE WETLAND EDGE R /W, LOT & EASEMENTS LINES BUILDING SETBACK LINE LOT LINE PROPOSED ----------- - - - - -- EASEMENT LINE ----------- - - - - -- EASEMENT LINE PROPOSED LOT LINE - O O MNDOT CONTROLLED ACCESS LINE RIGHT OF WAY EXISTING PROPOSED CONSTRUCTION LINES FENCE CHAIN LINK PROPOSED FENCE WOOD PROPOSED XXXX X— FENCE BARB WIRE PROPOSED FM FORCEMAIN PROPOSED > SANITARY SEWER PROPOSED ss ss SANITARY SERVICE PROPOSED STORM SEWER PROPOSED DT STORM SEWER DRAIN TILE PROPOSED WATERMAIN PROPOSED ws ws WATERMAIN SERVICE PROPOSED EROSION CONTROL LINES BALE CHECK -0--Bl0-0- BI0S -BI0- BIO ROLL SILT FENCE --W—HD--*—HD�*—HD— SILT FENCE TYPE HEAVY DUTY --w—MS-w-MS-w-MS— SILT FENCE TYPE MACHINE SLICED ��PAPAPA— SILT FENCE TYPE PREASSEMBLED U O FLOTATION SILT CURTAIN HATCH PATTERN AND SHADING LEGEND Z Q) a� 0 J 0 w Z a� 0 U a� U Q W QQ) a� w F- ❑ Of z oaw I- Z ❑ � O z Of j 11� O�w w 0 z L'L' wwa Lu F) O � ��W Q W L. Qw0z Z d �w0 O� w _ 2o U ~ } J w }m w ��❑-0 00 2i U) mOfa3: Oa,Q wQaw _�:FH " I I m z 0 I— a ry U 0 w ❑ U) z O w L M V O z CD J N w a w ❑ w w a x U ___ O EASEMENT PATTERN �. RIGHT OF WAY PROPOSED (n O RANDOM RIPRAP Uj DOCUMENTATION SYMBOLS U O J U) W w w z A 2A SECTION ARROW - SOD o SECTION NUMBER TOP; LL + + + ++ SEED PAGE OF SECTION BOTTOM w 0 O o Uj LL O Uj U 0 U) J 0 Z 0 z O w o °m HYDRAULIC STABILIZER SHEET NO. _ C1.0 w z co Q o EROSION CONTROL BLANKET } m m ❑ W m 1777 77-1 LL_L_L_L TEMP. ROCK CONSTRUCTION ENTRANCE "' z w 0 0 Z 0 cn ❑ 0 m BUILDING WALL HATCH BITUMINOUS SURFACE a CONCRETE SURFACE OGRAVEL SURFACE ___ O EASEMENT PATTERN �. RIGHT OF WAY PROPOSED (n a DOCUMENTATION SYMBOLS U O J U) W w z A 2A SECTION ARROW - Q SECTION NUMBER TOP; LL PAGE OF SECTION BOTTOM w 0 O Uj LL O Uj U 0 U) J U J Z Z 0 O w SHEET NO. C1.0 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C01- LG- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:45:37 PM © 2016 WIDSETH SMITH NOLTING NOTES: • THE ENGINEER HAS MADE AN ATTEMPT TO SHOW ALL PUBLIC UTILITIES WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT. PUBLIC UTILITIES SHOWN ON THIS PLAN WERE DRAWN USING FIELD SURVEY INFORMATION AND MAPS PROVIDED TO THE ENGINEER BY THE UTILITY COMPANIES AS A RESULT OF A GOPHER STATE ONE CALL DESIGN LOCATE REQUEST. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS PRIOR TO BIDDING AND CONSTRUCTING THE PROJECT. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATION LOCATES AND SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST 48- HOURS BEFORE CONSTRUCTION. \ • THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -.2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA ". I I I \ \A Z / / •� `_ -_= =/ /_ /\ _ - - - -- f\ -- _— r s / / • • • 11111/ � \ _ � > \ I I I I I I .i T �_= -= - -._ _._ = _• _., -= - �- -- . � =` • �`" - �. ._ -.- �� � ( / / /j //� / . •;1I �/'� \ I I 1 \ PROPERTY BOUNDARY (TYP.) 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J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \CO2- DP- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:46:00 PM © 2016 WIDSETH SMITH NOLTING q o O w \tiY�Q / / I / / / A / I 4 / \ \ \- \ / / / / I = \\ IN, w tiY° Ofz aZo z 00 UGE \ �� / / \\ \ \\ 06 >Q o 06 -1> z F / / \ zw \ \ \Gq\ c \UGE =y / \ / / \\ \\ �\ o-z)3 J \ U W \ \ q Ewa \ GqS \ l -- - - - - - -1 cS FOC\ \ / j \\ �� / wa o / / � \ p0 < FO\ \f =mow _ wo \ F� \ \ \ �L / '� ~ 0 Zw rmJw / ` p FOC \ GF \ � �/ \ \ wc1p � O _ _ as w }W¢U ia xx \ \ \ GqS \ 7� / 1 FOC\ \ _� 2 Foc \ V I \ SAWCUT END OF CURB AND GUTTER REMOVAL, ° O cqs \ \ / \ Fo\ &cF Foc\ ; \ z SAWCUT 296 LN. FT. BITUMINOUS U cn \ `1 S / o _— o �. Of REMOVE 56 SQ. YD. BITUMINOUS SURFACE \� \\\ of GqS \ REMOVE 296 LN. FT. CONCRETE CURB AND GUTTER — z o \ \ \ 4 / w x L0 CO w w // c\ CO o qs \ \ C\ \ \ \ 1 w z Y Z \cqs \ \ \ \ \ O Q C T- / i' / / / / l l f f / I C/ �.. / I a !. I I► I � J I I I ' F °c cqs \ l\ � / PROPERTY BOUNDARY (TYP.) F °c Gqs s SAWCUT END OF CURB AND GUTTER REMOVAL F° \cqs \ \ \F °c ,1 /A ``- ,/ r / r/ /- i ./ [�. I i 11 I 1 I 1 1 1 1 1 1 / NOTE 5 I l l l i l l l l l l �' �,,\ F °c Gqs 1 1 1 1 1 1 1 1 i' • THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THE QUALITY LEVEL WAS I I I I J I I ( i i �FOC cqs DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38 -.2 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA ". F c cqs \ • CONTRACTOR SHALL CALL GOPHER STATE ONE CALL PRIOR TO BEGINNING REMOVALS. \ \ • ALL EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN ARE TO BE IN PLACE PRIOR TO I I I J I I I I ( \ /i / •�� \ Q BEGINNING REMOVALS. 1 1 J 1 I I I I I I ; ; / \ \F \ cqs U I- • CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, CONCRETE PAVEMENT, BITUMINOUS PAVEMENT, BUILDINGS, 1 I I I I I I I I I / / \ \ oc \ \\ J O LIGHT POLES & BASES, ETC. NOT NOTED FOR DEMOLITION & REMOVAL DURING REMOVALS. ANY DAMAGED STRUCTURES I I I 1 I I , — — — — — — — — — U) ;' — — �t _ _ �' �� \ ; \Foc \ �i\ Z TO REMAIN SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. i i I I I I I I / ; ; \ \ \\ w z_ • ALL SAWCUT EDGES IN CONCRETE WALK, CONCRETE PAVEMENT AND BITUMINOUS PAVEMENT SHALL BE PROTECTED i i 1 I 1 I I i i i I (/ /f \ \ FOG \ AFTER REMOVALS THROUGH THE DURATION OF THE PROJECT. PAYMENT FOR SAWCUTTING WILL BE MADE ONLY ONCE. I I 7 I ( I I ; ; \ \ �� w O ADDITIONAL SAWCUTTING TO MAINTAIN A CLEAN SAWCUT VERTICAL EDGE WILL BE AT THE EXPENSE OF THE I I I I ( I 1 /i / \ \\ \ F °c w p J J CONTRACTOR. I I I I I I I I I I i i \\ 1 \\ IJi � U a • ALL MATERIALS IDENTIFIED FOR REMOVAL SHALL BE DISPOSED OFF SITE IN ACCORDANCE WITH FEDERAL, STATE AND I I I I I I I I I ; ; c c) c) 1- O LOCAL LAWS. I I J I 1 I I I I / / \\ /\ 0 20 40 \ \ \ \ -j -i z0 w • ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA MANUAL ON UNIFORM CONTROL DEVICES, i I i I i I I I I I ; ; \ 1 \ 1 1 p� CURRENT EDITION AND TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS (FIELD MANUAL), CURRENT EDITION. I I I I I I I I I I I i i \ i I \ SCALE • THE EXACT LOCATION OF TRAFFIC CONTROL DEVICES WILL BE DETERMINED BY THE CONTRACTOR, SUBJECT TO THE I I 1 I 1 I j I I I I I i i \ �� I \ IN FEET \ SHEET NO. APPROVAL OF THE ENGINEER. 1 1 1 I I I I I I ;' \, �' I \\ C2.1 II d` 1 ✓ I I I I I I I I I I I / / / i 1 J:\0115B- MILLS \0115130070- Monticello \0115130070.000 -New Store \CADD \CIVIL \CO2- DP- 01 15B0070.dwg Plotted by:Mike Rude 5/31/2016 4:46:01 PM © 2016 WIDSETH SMITH NOLTING r111111�� 1 1 1 r 1 I I 1 I I I I 1 I I I I 1 I I I 1 I I I I 1 I I I 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 I V, I�1 m ■ —P2 I I I I I C I ` J I m I v , P2 lJ J r ^ � :-4p I 1-- I � W cn I C I l FP2 I o I z I I I 4P2 I I I — L---------------------- - - - - -- n n I 1 1 1 1 1 1 P3 I jlp� P - -- - -- - - - - - -- ------------- - - - - -I - - - j I I I .:.'1 W. - I I .. I I I a I 'P I 3 1 I w. 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I SCALE ( IN FEET) C3.0 i i 1 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \CO3- SP- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:46:59 PM © 2016 WIDSETH SMITH NOLTING I I I I I I I I I I� I I I SEE CHELSEA ROAD TURN LANE PLAN SHEET FOR DIMENSION DETAILS i / 1` / , MONUMENT SIGN , (SEE SHEET A50.1 & S50.1) ,/c, DRAINAGE & UTILITY EASEMENT / MONUMENT SIGN (SEE SHEET A50.1 & S50.1) / DRAINAGE AND UTILITY �' PROPERTY BOUNDARY (TYP.) EASEMENT (TYP.) ; 4 / / / / / / / / / VACUUM ISLAND (SEE CW124A / DB) \ \ R X403, \ b •,- . =. IRRIGATION SLEEVE (TYP.) \\ / IL CAR WASH 4,905 S.F. �.a:.X�, \� LIGHT POLE (TYP.) \ \ \ DRAINAGE AND UTILITY EASEMENT (TYP.) 2 R 1 \1rav-11111ML44 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL CURB RADII ARE 5' TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL CURB TO MEET MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR A TYPE "B618 CURB & GUTTER" OR "S518 CURB & GUTTER ". 4. CONSTRUCT PEDESTRIAN RAMPS IN ACCORDANCE WITH MNDOT STANDARD PLAN 5- 297.250 LEGEND: B618 CURB & GUTTER S518 CURB & GUTTER \ \ \ \ \ \ 0 z � 0 40 80 \ \ I SCALE ( IN FEET) \ w � n J:\0115B- MILLS \0 1 1 5130070- Monticello \0115130070.000 -New Store \CADD \CIVIL \CO3- SP- 01 15B0070.dwg Plotted by:Mike Rude 5/31/2016 4:47:01 PM © 2016 WIDSETH SMITH NOLTING ZEZ a� o J Oc: W Z a� 0 U N 2 U � Q W to 'un EZ W All Of z a �0 m WOj v 0 > l OWw O w W z U Oj( O U) z Q 0 W J O O w W Q Lu o r- U) }U° ID Of Q w z w O z f L J 0 d Q ❑ w O p O O H � � W Lu F2U� wm } m } W w ❑ J = W ❑ owf ❑ w af LU U aO � w m m of Q J Lu CL J K U) ui 2 UJ Q _ 3: H H U_ � } m z O a U U W z O w w Ir w SHEET NO. C3.1 Q O ~ O U O J O O m r- U) 04 � z O O wm LO U af a O z w a O o m w m _ m w w D 6i z z Lj w U z LL U 2 m Q U a ❑ cf) O U W SHEET NO. C3.1 Q ~ U J O U) z ~ O w H O Z a _ ' w Uj O z w J LL U a z W J J — O F- SHEET NO. C3.1 L- — — c I I I 108.29' BACK OF CURB I I I I I I I I 11 I I I 11 I I I I I I I I I I I ' II I I I I I 11 I I I I I I I I I I I I I I I I I I ' I I I I I 11 I I � ' DRAINAGE AND UTILIT Y I EASEMENT (TYP.) I I I I I I I I I I I I II I I I I � I I 30' R%' , DUMPSTER ENCLOSURE 4 STALLS (SEE C219 / DB & C217 / DB) 10' 24.00' / F -F �\ `� PEDESTRIAN RAMP WITH ` TRUNCATED DOMES / SEE NOTE 4 / °. • °'� : / CL `��� �. ° • i ° KEROSENE ISLAND (SEE Z1 02A / DB & Z1 03A / DB) 5 VALLEY GUTTER SEE DETAIL 20' R TANK FARM \ \ 30, R n 5' VALLEY GUTTER i SEE DETAIL / I I � � I 30' R - , I I j I I / I I / I I 1���'R LNG - - - - -- — -O - -- �o 10'R o A M I I I I I I 1 1 1 1 I LIGHT POLE (TYP.) I I 11 I I 24.00' F -F I I 1 1 PROPERTY BOUNDARY I I I I I. I I I I I I I ; � I I i M 0- I MOTORCYCLE PAD SEE PAVING PLAN I I I I I I I I I I I I — I--------- - - - - -- J 112.83' BACK OF CURB — — — I 10'R Iwo~ �. I 34' R °- I � I -------------------------------------- - - - - - - - -� v ° I � v° ° I I ° I I I , 310 lop, I I ° I I I I ° 17 STALLS I I I p I I I I � I I I ° I I v 0 40 80 1 1 I I I �o ° SCALE ( IN FEET) co - ° I � I I I ° 24.00- (TYP.) LEGEND: B618 CURB & GUTTER S518 CURB & GUTTER IRRIGATION SLEEVE (TYP.) / 20' k 20' R - - -- / L -------- L- - - --- -�- - -- - -- - - - -- - ------------------------- - - - - -- - - - - -- - - - -- - ------ - - - - -- 40.00 TYP. - I I � o I 1 I 20.0 ' CART CORRAL DB EOOOA °o & E001 (TYP.) 0_ I -� 0- N w w O -- — 0 ♦. 20.00' No o CD — y O y v v 12.00' OUTDOOR MERCHANDISE AND TRAILER DISPLAY AREA MILLS FLEET FARM 165,296 S.F. .w i i LIGHT POLE (TYP.) UTILITY EASEMENT (TYP.) I — I I - I I I I - II I 24 SQ. FT. TRUNCATED DOMES (SEE NOTE 4) - CENTER WITH BUILDING ENTRY I I _ 48 SQ. FT. TRUNCATED DOMES (SEE NOTE 4) - CENTER WITH BUILDING ENTRY I I — I w w II j I � o- 0 \ 40.00 TYP. A I I I O 'S' I I I I I - ---- I � v° O 24.00' ■ --woo - - - - - - -- FLAGPOLE -� Lr-� 3 (SEE E004 /DB) DECORATIVE WROUGHT IRON FENCE OUTDOOR MERCHANDISE AND TRAILER DISPLAY AREA 3 3 NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. ALL CURB RADII ARE 5' TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL CURB TO MEET MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR A TYPE "B618 CURB & GUTTER" OR "S518 CURB & GUTTER ". 4. CONSTRUCT PEDESTRIAN RAMPS IN ACCORDANCE WITH MNDOT STANDARD PLAN 5- 297.250 / / / / / / / / 15'R � I ; � 15'R / '- -------- - - - - -- / 30'1 15'R 15'R -- i� f /// "'� V 24 SEASONAL DISPLAY AREA (GARDEN CENTER) u� _ DECORATIVE WROUGHT IIRON FENCE I N N N I 4 O m m --- - - - - -- O -rte D 1 1 I I 30' R 10'R-- - - - - -- / ----- - - - - -- I - I I I I GJ i C) 125.00' 18.. I O OI I -11 147.97'. o O a.. 9 D a ° ° m II IIIQ° . ° ° °•� II II " J:\0115B- MILLS \0 1 1 5130070 onticello \0111300 0.00 - NewStpre \CADD \CIVI \ ' 3-SP -D115 lot R I by: Vlik R i 22.00' BACK ME PROPERTY BOUNDARY 50' ED' E OF BITUMINOUS GALVANIZED V � Z a� H J O� w Z 2 a� � y U m 0 � Q W a� 'un w OfZ 0<w az0 [0z 0 O1> w l ww �3 o z Q�w �WQ g, zo 9- .>� 57)5 z w Of LL -jw0 CL 0 d _ D O �()fw H z _ � U F• J m } 0J ��o 0 CL mofQ wa- H Tm z 0 n E U U w 0 z 0 w Of W of n w D 0 z U J 0 w 0 > I ' CHAIN LINK 0 < 0 j O 0 0 J z w o O W z w W ° Q Q m z a ? ? o w 0- uj 0 -i Z m w m w E' 0- U m o D 6i z bi U Z 2 ED Q U F- I 0 0 co 0 U I ' ' CHAIN LINK < FENCE j O J w O W z w w z Z LL W F-- 0 V w 0- uj 0 -i Z w E' 0- U J a z W J J — O F- I SHEET NO. I ' C3.2 I 5/31/101 4:4103 PM 2016 WID H SMITH NOLTING I I I I I I I I � I I I I � I I I I I I I I I I DECORATIVE WROUGHT IRON FENCE WITH 16' GATE I I I I I I I I I I GALVANIZED CHAIN LINK FENCE I I I I I I I I I I I I I I I I I I I I I I PROPERTY BOUNDARY I I I 1.50' 176.16' EDGE OF BITUMINOUS II ° v C I I ° ° I I I ° I I 11 ° m rz I I ° I I I ° I ° I ° I I g II I �i 210 00' MILLS FLEET FARM 165,296 S.F. GENERATOR & TRANSFORMER PAD (SEE DETAIL F004 /DB) ° v ° N C a° D a 14 7� 125.00 ' n r 81.79' 3 u I I I I (U it U I 11 � Ui I 94.00' 48.510 j - -- - w r - - - - - - -- - w ------------ - - - - -- 210.00' Q ------------------------ II II I _ I ° ° 9 �I - - - - - - - -- - - - - -- --- - - - - -- - I - - - -- ---- - - - - -- ---------------- I" UTILITY EASEMENT (TYP.) n Me I � 18. I I I I I I I I I I I AII I I O O I ACCESSORY BUILDING 1 583 S.F. �o I II I I I I I I I � I I I I I I I I Uzi I DRAINAGE AND UTILITY EASEMENT (TYP.) N cu c I 00 I I I cn I I � I I I 0) I I m I m I n LIGHT POLE (TYP.) C I K I m I Z Q I G7 c cf) DRAINAGE EASEMENT m I 0 I I — I I I C I I ------------------ -------- - - - - —� — 1 ---------------------------- - - - - -- z I I I--------------- I I I I Icz cn I --------------------------------------- J Kl(1Tl Q- 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL CURB RADII ARE 5' TO BACK OF CURB UNLESS OTHERWISE NOTED. 3. ALL CURB TO MEET MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR A TYPE "B618 CURB & GUTTER" OR "S518 CURB & GUTTER ". 4. CONSTRUCT PEDESTRIAN RAMPS IN ACCORDANCE WITH MNDOT STANDARD PLAN 5- 297.250 LEGEND: B618 CURB & GUTTER S518 CURB & GUTTER II��II � III 1 0 40 80 SCALE (IN FEET) GALVANIZED CHAIN LINK FENCE PROPERTY BOUNDARY 20.50' EDGE OF BITUMINOUS w (n �mmm n J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \CO3- SP- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:47:05 PM © 2016 WIDSETH SMITH NOLTING V O Z N F- O J Ow Z O y N 0 U a� 2 U � Q W C O LUw Of z d Z 0 rn Of 0 � OW> w O w w Z z U 0 O I-�z Q W J O o W W Q o CL I- }co Q K W Z W O z H J z d Q 0 °mow W T-U 00 J 00 r W L J = w wLL D 0 CL0 w mofQ� w wa —� U LLJ 2 LU Q _ 3: H H U_ � m Z O a U V) w 0 z O w Of W of w a 0 SHEET NO. C3.3 Q O ~ O U O J O o co W I- °o � O W Z 00 W W u) w W O Q w O m w wa° m m 0 2 UJ Z -j ?: U Z LL 2 m Q U U) H IL D u) O U W SHEET NO. C3.3 Q ~ U J O W W Z H LL Of O w wa° UJ o_jZ 0- U J LL U) U) H IL J J Z W J J O �. SHEET NO. C3.3 \ \ i v, C'3 GRADING NOTES / / J ' I -�\ • CONTRACTOR TO CALL GOPHER STATE ONE CALL PRIOR TO BEGINNING GRADING OPERATIONS. - - _ / Z r'i-. \�� :� �\ ,i/ �, / o • CONTRACTOR TO VERIFY UTILITY LOCATIONS. • EXCESS TOPSOIL & STOCKPILE BECOMES - -_ - v 1 ■ / ■ I _ _ I I // /� \_� \ \ \ \ O PROPERTY OF CONTRACTOR AND SHALL BE . s58 - — — _ _ J D'^ �'� // /r • ALL AREAS TO RECEIVE SEED OR SOD SHALL HAVE /- ) - ! _ DISPOSED OF OFF SITE. 959 0 / \ 6" OF TOPSOIL PLACED. LANDSCAPE ISLANDS \ - -' - - — • % ���- 941 ' –`.— yy - O r N . EXISTING REGIONAL STORMWATER BASIN , - . _- _ - _, _= . `• .•� JJ�mI ��n /r• RECEIVING PLANTINGS SHALL HAVE 18" OF � / 0 I �� Nl. I , r� / TOPSOIL PLACED. _ _ _ _- _ - _ m 95/ a8 947 — ✓ • ALL SPOT ELEVATIONS ARE TO TOP OF \ / \ 1. - _ sag s- °i CONCRETE, TOP OF BITUMINOUS, OR FLOW LINE \ \ \\ 952_951 950 _ • of OF CURB &GUTTER, UNLESS OTHERWISE NOTED. / \ 955954 sss -_ -_ - _ -_ -�95b _ / ~ ¢ 11 Ca ■ 959 I ■ I II II I I I f °sue 9S9 9S'9 \ 9`S8 9y8 3 969 �m`r 9S9 9S8 9� ,r \,� rr, ma's / `�m�'I ' C +© I ■ I rn 1 e`'o 960 P 6101 00 LA '1 I------ - - - - -- - - - - - -- --------- - - - - -- - "` -- - - - - - 1 °; STORMWATER �I I P m P INFILTRATION I I a � ■ I �' ��I 1 1, i- �:� 1 , , m�, o BASIN ■ i� � I , I I o ; , o P '� r� ww = ■ N I I II 1111 � ; \ \ \ , + * � / ; / ; � ' � � , . . ■r- �^ LL W < ■ rnl I II 4,905S I \ ■ � ' �'-:. - 9 CARWASH ' /' i' / aoNO P8 F / / 1 m F.F.E. 9610 I °ds MILLS FLEET FARM 165 296 S.F. W, I I ' 1 (l� ' /IIIIII'I im �6g P3 F.F.E. = 961.0 co II ill / STORMWATER I I I I I�IJ INFILTRATION / / / / / / /'�i `• t_ 9ra0 �, / ■ I ■ I I I, II I I li / BASIN P / z 9 55 O I ■���1/� "III � � � ' �/ / �" -- ' I ,i� -, � l � / � ■ �� v ■I I / I I I I rn I I :. / �� � I PS i i i ^ ^ ^^ rn � r l � � - - - - - -� / \ ^ ___________ _ ,, � /�/ � / / ■ h rc P / /// ��hI�I ° /� // V1 �I��� �� V ���� 0��� // ■ �o ez IPi , \, \ (�• '/ 1 I I ► C ` o ��II l�� _ \�� \� I lw;l!■ ■ II / v 1 I ■ rnw< �o 31 .. I / •`��/1 / / / / / / ■ 6'O I I z rc mz V 957 o w w w w /w t °' coo /rn / / c� ' 'Y q`O� I I < _� m ` \\ IAA\ �� 1160 1 _ ■ ■ I rn /A / o� w a ° ■ \ \�^ 1 N\ ;, \\� \ ,� / 960 y I ' I ac'`O {'" / m� /�h� �N / / -� ■ 1 Il I / 969. 96� sSS 959 / / / / ` /l / / / I ■ ( 1 — � _��/ J/ I I I ►III � o , I $ 1 �— / � � , , / I ■ I 1 01>1 P 96 / / �e'' / I�� / I It / ■ ACCESSORY // "- _. ✓.rI' I' BUILDING 17,583 S.F. IQ /� / ■ I I °' F.F.E. = 960.0' I�„ 11 ■ m EXISTING REGIONAL I I I I i I \ ` - .. ■ \ �y ■ STORMWATER BASIN Pz - ��« o g \\\ • I 1 I I I I \ 1 'P: �...' .�60'•. •: .' P.. P Pl. r(°v,i % F //. I / \ \� ■ III l I sss / �rn 9 ; / / 0 60 120 ■ w a I P2 P2 // / l / ■ 4 � , '1 \ Q _ 60 �� 1 / l � � I I I / / ALE (IN FEET) Q - -- ------- - -� - -- STORMWATER y // I \ \ \ F w \ ---- ----- -- - - - -- ---- ------ --- ---- --- - -- -- I 95a - -- - - "` -� --- - - - -�- �'-------------------- - -- - -- - ■ -- - ' - - -- INFILTRATION �I \ ■ a W _ m LLl -J ss sso i �\ i-� BASIN / \y 9�� ° rn\ rn °gym n° �^ o ■ w d U -I LLJ 8 �% ! (n sss ' 6 \ c� 9 °' r° Q IIIIII I I I a I 9 rn �m^ 958•' , G h3 �l \` 1 \\ ° \� \ V) lA F W I liJ v� v _J z 0, °�� � v v � sss , / � , —�� / / � % a v�v �� �h v� ■ 2 2 2 > i, v v 1� / /� �� �� 1 ■ W � � A � � .. _.. _�� � �. � �� ��� �A�� \� � 1\ SHEET NO. MMI 16 i��ii����i�����'�� -' UMC mom ` omm ��������i�� / �� / /�� /m f � C4.0 \\ J:(a ILL )p 0- n". Io \0115130070.000 -N Store \C D IL\ �] . �1 d :h�l tle 5/312 164:48:05 PM ® 2016 WIDS&H SMITH NOLTING % \ GRADING NOTES • CONTRACTOR TO CALL GOPHER STATE ONE CALL PRIOR TO BEGINNING GRADING OPERATIONS. \ o / / / 1 j CONTRACTOR TO VERIFY UTILITY LOCATIONS. cqs F c�\ \ cE / /' O • / 1 • EXCESS TOPSOIL & STOCKPILE BECOMES \ GIs '00 \ \ UG � / Z PROPERTY OF CONTRACTOR AND SHALL BE \/ \ � �'- c DISPOSED OF OFF SITE. Cis o\ • ALL AREAS TO RECEIVE SEED OR SOD SHALL HAVE / \ 6" OF TOPSOIL PLACED. LANDSCAPE ISLANDS \/ \ \ cqs \F \ \ �'GF\ 7\ / RECEIVING PLANTINGS SHALL HAVE 18" OF \ \ �G \ / TOPSOIL PLACED. \ \ s °c \F \ \ /y GF \ sS • ALL SPOT ELEVATIONS ARE TO TOP OF — — \ \ cqs s oC _ CONCRETE, TOP OF BITUMINOUS, OR FLOW LINE OF CURB & GUTTER, UNLESS OTHERWISE NOTED. \ \ \ 3qs �cF ;/ �Uj / \ \ °O 9 �/ / \ \ \ \ \Gqs \ �GF / / o / \ \ �/ Po zz Nz- ' ` I FO C F \ F\ J 0 � 10 20 G Ai 6 \ °c \ c a� E 0 w tiw a� i a� U (D U Q un a� w \ P 11,00 °C \ \ SCALE ( IN FEET) GI S \ \ / \ G \ \ r c °C qS O / a Z o LLI F °C \ / \ / \ \ \ GF C % Of c) \ I l C \ \ cF \ o > W o j Z Z C \ °C o \ \ F °C \ / r W FOC \ \ \ \ \ � C) \Fp Fp woZO� o ° \ \ e \ ° In U to F \F \ \ \ % z Lw W w �\ °C\ \G \ \ OC\ \ \ �` / � °zoo o w f �\ F�\ F qS \ cis \ \ \ \ \ FOC F FOC /1 = z o °c Gqs C) 0- W �U) N7 RO \ mww aQ w F- F- ED j G qs g1 58 G \ / 0 a GqS \ \ V /y w Gq \ \ S o 5 LO �1 \ \ \ \ \ \ ' w G / I \ qs \ w GAS \ _ \ 958 v / � w 'T \ \ \ \\ \ \ \ \ a � I / \ \ \ � �\ \ \ \ `\`` Gqs \ � \ \ /\ ❑ 950 -� \ \ \ \ qS\ \\ kg5 �` °o C L GqS \v BOG 0 \ \ / Z LLJ a - O m �2 `. Gqs r J\ \ \ } m w CO 0 Gq O \ \ Z W S \ Q cn U 0 2 G,q � \ O ❑ U � If \ \ I / 945 Gqs \F GIs / I \ F °C Gqs i / 9 \ F \ X69 p6 / I ` 57 C g Gqs g51 "'°c Gqs z °C J o z W w Z. / I / c Q F- 5 z �F° LIJ c O w o w W U) U)� o BREAK LINE . /j, ♦ F °C J J z Q — O 2 /o CROWN I e 957 — g SHEET NO. I ♦ n_ C4.1 ,� ,� / I � 1 1 1 1 � I I I / ♦ , JA 15B -MIL 115130070- onticello \0115130070.0 0- w Store \CADD \CIVIL 04= - 0115B0070.dwg Plotted by:Mike Rude 5/31 16 4:48:09 PM © 2016 WIDSETH SMITH NO011faCt / , r rrrr sas GRADING NOTES • CONTRACTOR TO CALL GOPHER STATE ONE CALL \ / PRIOR TO BEGINNING GRADING OPERATIONS. • CONTRACTOR TO VERIFY UTILITY LOCATIONS. • EXCESS TOPSOIL & STOCKPILE BECOMES _ PROPERTY OF CONTRACTOR AND SHALL BE 957 — DISPOSED OF OFF SITE. / • ALL AREAS TO RECEIVE SEED OR SOD SHALL HAVE 6" OF TOPSOIL PLACED. LANDSCAPE ISLANDS RECEIVING PLANTINGS SHALL HAVE 18" OF TOPSOIL PLACED. gym 1 • ALL SPOT ELEVATIONS ARE TO TOP OF / CONCRETE, TOP OF BITUMINOUS, OR FLOW LINE OF CURB & GUTTER, UNLESS OTHERWISE NOTED. 9yy1 BREAK LINE 2% CROWN r , I gy15� i _11 -11111 J iiii 1111 II y2 �, II IIIjIIo ll IIgY][11►i]i liiil 9yll�ise - - - -_ II ;.1111 Zf]I]I1111I 99021 I[I [III I]i]i iil� 9yy�" ' IIII�IIIff II1]i]I1ii� g�,o /� 111111 {11 {�11-] III[1i �� 9y11g - - - -�-. ]'' ])II 111{ 11 1 i /�I ill�l llll�lj�I I � "� I II I s j 1 I � � II�Il11t1f all 111 � �� ,g,b d I rn 9y9 00 9F0 wa boo [1[ i Iml1 I �1R3 �!11I[ - i � illl I 9y30 g I 1j -;1111 ]II I11•ii1{I i IIi]- VIII I 9y � f 1 1 I 111 I I 01 y31- ) I 1111 Z 1111]11 O1II g9y011 gy I 1 111 W I I 1 -� fl p�IIf � 1111]]1! III / I ` 1 N111 N 111 �Ii�Illl g�95- t �- ] 11111 111 �llillll y°' c,1 L I� y �hrn �r 3 Oy1 �o C �'a /—�AR VC%ASH 4,905 S.F. i yp r 9�A 0 r \ 957 \\ \ \ I I Z m o \ \ \ 96p \ \ 0 40 80 cn SCALE (IN FEET 966 'goo/ y1 \ p1 BREAK LINE 'p — Ia � 1 gg6 / h BREAK LINE ` \ 2% CROWN \9yg.91 \ 9S0\ �I ,rny 948 j STORMWATER INFILTRATION \ BASIN 9S8 BASIN BOTTOM = 948.0' t� i. yy yy y2 yy 02 yy y5 63 y5 yy y1 yy \ 5y'- gy9 Al 9'r gyg a9 , Al 9yg yg 9y9 0 Al xg5� xg gg0 A� gg0 *gy9 g5 y9 R1 9yg 9yg 9y yg A O R 9 0 0 9 n` y9 g h9 g ?O g RO y9 9 RO 9 p,0 g RO gy9 0 AO g AO 0 d0 959 g Ap.. g A9 g AO 9y9 9 A9 g R9 g RO Oy9 y gy _gy —gy gy gy_g5� g5 _g5 —gy gy gygy gy _gy —9y 9 YO y 9: I � BREAK LINE 9y9 1 \ Q 0y11y_ 931- `� 9y11y- 9y031- 9y11y- 0� BREAK LINE Lw 0 i I _____ y9 0 9 y � G 0 12 X11 \ I / 9 64 958 \�ii� r tn= \ \ 957 \ I \ ( \ 867 - I 936 \ \ \ \ — 960 - / I 5 , � r �l�ll /I/ . a6 S J KyZ } ZO FOC . 9yy/ / llI � ` 'w'oor C Poc h as o t I A 54 I i! ,BREAK LINE �a <o 2% CROWN mr \ / w BREAK LINE p5 94 2% CROWN \ 959 \ S I \ / 960 \ y y2 i \ 957 1 /rJ \ 9 0 / STORM WATER INFILTRATION ( `o' / I I \ i BASIN I / BASIN BOTTOM = 949.0' 960 g�00 gy9�g0000 1iE96g m� ws 9a. =`fir m ----- 4 `� 1 m m m g i !Ill yy__ y3__ yy y3__ y5______ yy__ y2__.yy__ yy____ s\ gy w .a 1 V ) `� J z �.7 •R1 9yg 9yg. gyg. R� gy9. gyg. gyg. R1 gy9. gy9. q,- co t3`� gy9i gy9' g sw gym RR u`. a w gR I w 3 w z ",q ' 9yg_ gy9 gy0 0 gy93 1as� gy9 960 NZ 9 g5g A 9yg b gyg ?0 9 9yg ?Ogyg? 9yg QO 9 9yg A 9yg b gyg AO 49y2 • _I ___ ___�gy. .i \ Ell egyg. BREAK LINE I y g0 I \ 957/ X50' w v s cl 11y- 031- y11y_ 1869 gy0 R6 T gy06y 0110 R y161 gy 9y 9--°4� �fi - x 1 9y y00 9�� gy8 / 958 gy031. gyy Aa 9S 951 a" G��yO 966 I \ LL � 9 b � 9 I I � / U)gh^ y OA 19yyaA I BREAK LINE (o I 1 gy- I yl9y \ i \ w 0 }�/ a BREAK LINE 2% CROWN I a' L i g12a g12- 911 O I � g0 i _gy gy- g5 y980 �i0 g I I ap I ?9 0� 9y 01 I i '9ygr9yg 9yg � y I I i �p I 9y- 990' 9, is6°miaLs�uaiseo "yceim� ii 0070.0 -N srore isaoo7o -w��g Y41:p� ° atrz0i a. a.is PM ©zo' w ? c F-Lud Z cw w O O d E' d U Z_ J J Z SHEET NO. C4.2 -OQ � g12 0�2 0 05 95�' 05 •O N'o g5g • g� g5 6�, g5g g� g5 q,� , g5 g� g5 g� , I g5 a g � , -. ✓ /,� i I - _ o y o g6gig6g' g0°' g5°'�g5g' g5g:.�,- 96Cg5g -95g g5g g5gTg59 gig On 00-1 LAI g6 °' �a g6 °' 096 °�- g6�'02'� g0Q' g6g6 6021 I I \ 66 66 66 p`L� p`2� p2� it - - -- j /f g5g'g g1 g6 °_ I o g6 �g w • • L� o ° ° T�l o ° I j �`-0 g6� = g6° g6° 3R g6 g6 g6 �p cn 60�'Q _ I 2 I I I 16p • 6Q' _ 6Q 6Q' c9� c9� c96,J g60 L6g °6 0 p2Y� c96, c96, I I ____--- - - - - -- p�5� j o ti i 0 03�� r00 =�� -- - - - - -0 0 0 0 06° 9 0 9 g6p. 0 k 9 096p. o o 0 6 6 6 f - r r, ~— 6 g 6 6 3 6 - 3� D3 g6p `3 0� �s _ �c6, 0'�, - �'cp — c9 d' 1� 4�� ��` g 6 �6 6 �� 6 �0 - g g6 -g y g�� —g —,g 6 = I p . p . p . p . . Q . 63 66 '� 0� y 6Q y 6Q I 06 �� 0 O 0 0 - 6Q 60 6Q 6Q — p� 56 g60Q9' 6 9 5'lg - g6g ' S 0'& 5'Ig 50 06°. g6 °� i 96 g g 0 0 -- °�f -- �E °— ` - - - - - -- - - - - -- — --------- - - - - -- -- - - - - -- - - - -- �0 0 6 -------- ------- `9 ° v °v ° °L_�- �1 �2 '� b2 Ocb`Z- - - - - -- Q�Z 6 6 6 6 - I� - - - - -� - 6� - -- ----- - - - - -- 960 �° p o v ° ° ° ° v 3 ° ° ° ° ° ° ° ° ° o_ - - -�- Q1. g6Q g6p g6 g6 - 06,0 \ I 40111 � ° °p° o ° ° ° °° °° ° odd ° 3 k0o c v ° ° ° II g I ° v • 6 - -- - - -- -------------------------- - - - - -- - 0 -- i I o ° , ° °. o; I I g 1 `S0J 6o I ° I g6� OQ _ rn� 06 J _ / 3 II 0) �0 ° F.F.E. = 961.0' / I v ° - / p53 g6p16�' 6O I I 1 6053 \ 6Q`L� 605n I 6Q g6 I I 0 9 0 // I °------- - - -cs- T ° I ; BREAK LINE r ' :�•. —. i •• •• •` 4. 0 i \ 060 i `"� XA 959 - \ ° r ! n• • - 1 I O Co / I °v c9� I g5g 5 I I .. °• 1 f I I I <J k I •• . \° - - - - -� - -- 3 i a' I I _ 58 g�0 • I • I .ti .. • MILLS FLEET FARM \ k ° • °� ;�• °• .' . ° • ° d I 0 g� °- ! 0 0�° 165,296 S.F. �� I ., •' .1. • .. SWALE START ELEV. = 954.0 5 6.. / , F.F.E. = 961.0' 05g� ;� ° •..: ° I k J 959 / i I ° / \ I i I it • � '! .. A'- • .. �`I • •.° O II 4 •, I \ Its :• •• °: °'.. LO 957 , \ I i it g50 D5 g50!�2 g50 j C) rn � 6 1 I 1 -X Q�) S V � Z(D _E 0 J O � w Z 2 T a� i Z3 C_ cf) tC o U 2 U Q W Q •i a� a� 'nn w `I I I l Lu ✓r I \ Of I t I \ \ \ \ g66. g60 05 I 105 kg i I - i i ° o° / \ � \ g06�2 I g6g3`L i o z CONSTRUCT SWALE I ° \ p0 I I I O 4' BOTTOM AT 1 % W/ 4 :1 SLOPES I 6� I 0 I cc ° 0 3 I 6 'l3 rn a i rn 0 LLI 956, \ \ \ 6�'2 00- g56 0568 kg0�. °�' �o 95 � rn m Y z LU \ 1 I I I M I I I LO g566 g5�'6 95g kg6$ / I g6°'' i 0° I g6�� g6p$ SWALE START ELEV. =958.5 Lij J ________ _ __ _ ____ • • �0 - -- J --- ---- - - -- -- - -- — — — — — — — — — — — \ — — — — — — — \— • • W I \ _ - -- - - - - - -------- - - - - -- ----- - - - - -- - - - - - -- s� I II - - - - - -- -- --- - - - - -- -------------------------- �- - - - - -- �-- ----------------------- F4---- 0-------------------- P�------------------- - - - - -- -- - - - - -i i- M I � � I I I I I p `960 . ' J 960 Ogg kg18g 05�k I I .0 :z Of � Z p p r rn Z) c Ww O O .- W W z C) z J FW W Q `o ,� ZQ o o '0, L Lu w Z a W Q L �wL 0 :Lu O Q O O O O z (D ° �: o wm O Ln z `) a U) Q W a o r 960 959 I LO / �j m W 00 f W Z Y D \ / ° 955 ACCESSORY BUILDING F �' / / Q Q W ED �— 17 583 S.F. �° / / Q��= / 0 � 0 U co F.F.E. — 960.0' % \ ` 1 949 SWALE END ELEV. = 951.0' . 9 956 - LO 00 ok, STORMWATER INFILTRATION BASIN I i I BASIN BOTTOM = 947.0' _ I / i - 958 I 9 0 SWALE END ELEV. - 953.0 / sIQ / 968 g5g gig - - — ��c� LO \ I I 956 �t 9 954 955 —� — 6n 1 I , , I _ GRADING NOTES 958 • CONTRACTOR TO CALL GOPHER STATE ONE CALL \ `� i I ` // — — — T PRIOR TO BEGINNING GRADING OPERATIONS. , �� / ' // _ _ � _ —_ _CONSTRUCT SWALE • J CONTRACTOR TO VERIFY UTILITY LOCATIONS. 4' BOTTOM AT 1 % W/ 4:1 SLOPES .�' U • EXCESS TOPSOIL & STOCKPILE BECOMES I / / / �_ /� 1- — Uj Z O PROPERTY OF CONTRACTOR AND SHALL BE / 954 46 —T w Z DISPOSED OF OFF SITE. \ / / / < / // �/ ,� �' s Q z `�a� • ALL AREAS TO RECEIVE SEED OR SOD SHALL HAVE e \ 9�''�J // / // -� ___ a 6" OF TOPSOIL PLACED. LANDSCAPE ISLANDS /� / _ — EXISTING REGIONAL BASIN ------------------ RECEIVING PLANTINGS SHALL HAVE 18 OF - - -- - ------------------- - - - - -- 956 -- - - - - -- - - -- �- f� �j - -/` -r�/ =- r z i w Cl- O a - - - -� { T- - - 955 —� // // �'� •� / \`�` \ I J w Z TOPSOIL PLACED. ----------------------- - - -_ -- �� /7 — 954 _ 953 - // ��, i LL _ • ALL SPOT ELEVATIONS ARE TO TOP OF - - 958 - 57 — - — / —_ — 952- �/ �� / 0 40 80 I J J z 9 956 - /L 951 g50 ,� �// \\ J J a CONCRETE, TOP OF BITUMINOUS, OR FLOW LINE _ _ 955 95�, - — — — _ `— — — — — _ _ - 949gpa -/ --_ ��_ ____ ______ - - - -- ------ - - OF CURB &GUTTER UNLESS OTHERWISE NOTED. - 954 g55 — c tom_- '--------- - - - - -- -- - r ____�� \� �e _ __ ------- - - - - -- ---- - - - - -- -- f / �\ - — - 956 _ - - - - -- - -- - - -- _ \ - -- -- - -_ -- 957 g�$ - -- __ �` L SHEET NO -= -- - - - - -- - - - --' - -_° I 9 C4.3 S I f t / :\ 15B- MILLS \011580070- Monticello\ 11 B007 .t700 N w t�rICADD \CIVIL \C04- GR- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:48:18 PM ,_p- W1&W4DSETitSMMTN0 -CMG 960 959 I LO / �j m W 00 f W Z Y D \ / ° 955 ACCESSORY BUILDING F �' / / Q Q W ED �— 17 583 S.F. �° / / Q��= / 0 � 0 U co F.F.E. — 960.0' % \ ` 1 949 SWALE END ELEV. = 951.0' . 9 956 - LO 00 ok, STORMWATER INFILTRATION BASIN I i I BASIN BOTTOM = 947.0' _ I / i - 958 I 9 0 SWALE END ELEV. - 953.0 / sIQ / 968 g5g gig - - — ��c� LO \ I I 956 �t 9 954 955 —� — 6n 1 I , , I _ GRADING NOTES 958 • CONTRACTOR TO CALL GOPHER STATE ONE CALL \ `� i I ` // — — — T PRIOR TO BEGINNING GRADING OPERATIONS. , �� / ' // _ _ � _ —_ _CONSTRUCT SWALE • J CONTRACTOR TO VERIFY UTILITY LOCATIONS. 4' BOTTOM AT 1 % W/ 4:1 SLOPES .�' U • EXCESS TOPSOIL & STOCKPILE BECOMES I / / / �_ /� 1- — Uj Z O PROPERTY OF CONTRACTOR AND SHALL BE / 954 46 —T w Z DISPOSED OF OFF SITE. \ / / / < / // �/ ,� �' s Q z `�a� • ALL AREAS TO RECEIVE SEED OR SOD SHALL HAVE e \ 9�''�J // / // -� ___ a 6" OF TOPSOIL PLACED. LANDSCAPE ISLANDS /� / _ — EXISTING REGIONAL BASIN ------------------ RECEIVING PLANTINGS SHALL HAVE 18 OF - - -- - ------------------- - - - - -- 956 -- - - - - -- - - -- �- f� �j - -/` -r�/ =- r z i w Cl- O a - - - -� { T- - - 955 —� // // �'� •� / \`�` \ I J w Z TOPSOIL PLACED. ----------------------- - - -_ -- �� /7 — 954 _ 953 - // ��, i LL _ • ALL SPOT ELEVATIONS ARE TO TOP OF - - 958 - 57 — - — / —_ — 952- �/ �� / 0 40 80 I J J z 9 956 - /L 951 g50 ,� �// \\ J J a CONCRETE, TOP OF BITUMINOUS, OR FLOW LINE _ _ 955 95�, - — — — _ `— — — — — _ _ - 949gpa -/ --_ ��_ ____ ______ - - - -- ------ - - OF CURB &GUTTER UNLESS OTHERWISE NOTED. - 954 g55 — c tom_- '--------- - - - - -- -- - r ____�� \� �e _ __ ------- - - - - -- ---- - - - - -- -- f / �\ - — - 956 _ - - - - -- - -- - - -- _ \ - -- -- - -_ -- 957 g�$ - -- __ �` L SHEET NO -= -- - - - - -- - - - --' - -_° I 9 C4.3 S I f t / :\ 15B- MILLS \011580070- Monticello\ 11 B007 .t700 N w t�rICADD \CIVIL \C04- GR- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:48:18 PM ,_p- W1&W4DSETitSMMTN0 -CMG min , G • _ U • • •- • •' • -• _ _• • �f mmommomom • . ■ ■ ■ - - . • . -. - • MEMO A / � Vii% tip ►• . _-••:`... c. .-�..:_...�• °_..._. 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ITEM DESCRIPTION UNIT QUANTITY 1 SILT FENCE TYPE HD (TEMPORARY) LN FT 4,900 2 STORM DRAIN INLET PROTECTION (TEMPORARY) EACH 30 3 EROSION CONTROL SUPERVISOR LUMP SUM 1 4 STABALIZED CONSTRUCTION ENTRANCE (TEMPORARY) EACH 3 5 SEEDING (TEMPORARY) ACRE 2.25 6 SEEDING (PERMANENT) ACRE 2.25 7 MULCH MATERIALTYPE 3 (TEMPORARY) TON 4.5 8 FERTILIZERTYPE 2 (PERMANENT) POUND 225 9 HYDRAULIC MATRIX TYPE MULCH (PERMANENT) POUND 7,875 10 SEED MIXTURE 22- 111(TEMPORARY) POUND 450 11 SEED MIXTURE 25- 141(PERMANENT) POUND 450 12 EROSION CONTROL BLANKETS CATEGORY 3(TEMPORARY) SQYD 0 13 SODDING TYPE LAWN (PERMANENT) SQYD 18,000 14 RANDOM RIPRAP CLASS II (PERMANENT) CU YD 75 15 RANDOM RIPRAP CLASS IV (PERMANENT) CU YD 40 16 IGEOTEXTILE FILTERTYPE IV (PERMANENT) SQYD 195 J (Z Q J H 0 W Z J d / r W Z 0 LL�� LU 00 Z O w LL 0 a- J V mil►. ,•� LL J U co Z 0 0 0 SHEET NO. C5.0 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C05- EC- 0115B0070.dwg Plotted by:Mike Rude 6/1/2016 1:41:47 PM © 2016 WIDSETH SMITH NOLTING • r------r----------------- • • I I I I I I I I I I I I 1 I I I I I I I I I I I I I ' I I I • • I I • • I r� I I I I I I I I I • I ` 1 I I I I I 1 I I I I I I I I I I • I I I • I I I • I I s I El• I I I I • I I I • I I I • I I • I I I I I I I • 1 I I I , I I 1 I I I I I I 0 I I I I 0 NE P2 P2 9 ACCESSORY BUILDING 17,583 S.F. F.F.E. = 960.0' y P2 i v c Z v D �X •-------- - - - - -- - -- - - p - - - - - -- ---- - - - - -- ------ L ---------------------- ' I I I I I ' I I ' I I ' I I ' I I ' I I I I � I I I I I � I I I I o � I P3 7 j i I I i I i T P P P3 P3 r------------------------------ - - - - -- -J W- -_� -- - .. I I c I I I I ° I I I I � I I I I � a I I I I , I P8 ; I 1 w' I I I \ I I ° ' I ° W, C I I I I I g p I I ♦ ♦J �, � I I I I I I I MILLS FLEET FARM I I 1653296 S.F. F.F.E. = 961.0' pA I tj 99 I I I I I I I ° I I r r I I I I -- I • • ,JI I lti P3 P2 e a P1 w w W t t. UMC I I I I I I III I w) I II I o I I I I — I I I I I I I I I I I I I I I P3 Pllllllllllllllp ---------------------------------- - - - - -- --------------------- - - - - -- P1 I I I I I I I T I I II II Ip PI I I I I I I I I I I IIII Ip ■� _■ M- INES Niirri 0001 Pllllllllllllllp P P1 'Leo F -- -0 P UP3 Li P3 % ----------- P KCARWASH 4,905 S.F. F.F.E. = 961.0' iL P1 / / / / / / / i L 00 / A00� T`. Pi I Pi I I ._1 O Pi cr v I �O I I GG 00 O ci it 9 II / I / J IPi I O'' I 0 I � I 9 I I 0 ❑� Pi / 7/ � m 0 zEZ J O� w z 0 U T N U i Q W to a� LuEZ w wwwww�.e�r�wawwww�aw .��+wr�wswow�.w.�aw�oa�a 0 ❑ d Z ❑ O1>w Z W W ��e.�iawr�.wwwwwww.o�+w ww�.wimwwwsww��ww�w UMC I I I I I I III I w) I II I o I I I I — I I I I I I I I I I I I I I I P3 Pllllllllllllllp ---------------------------------- - - - - -- --------------------- - - - - -- P1 I I I I I I I T I I II II Ip PI I I I I I I I I I I IIII Ip ■� _■ M- INES Niirri 0001 Pllllllllllllllp P P1 'Leo F -- -0 P UP3 Li P3 % ----------- P KCARWASH 4,905 S.F. F.F.E. = 961.0' iL P1 / / / / / / / i L 00 / A00� T`. Pi I Pi I I ._1 O Pi cr v I �O I I GG 00 O ci it 9 II / I / J IPi I O'' I 0 I � I 9 I I 0 ❑� Pi / 7/ � m 0 zEZ J O� w z 0 U T N U i Q W to a� LuEZ w co m Z 0 U o Z O w Of w w co rn 00 co O Z U J 0 Li a w ❑ D lif u.i w Q 0 0 0 0 co ° � Co wm O Z � m O }m W W m m Z D 6i U Z Q U 2 m ❑ � O U 0 cro < U 0 Z J P. � / Q / LL O J % F-- d 0 / ® W 0 -1 J ----------------------- - - - - -- / 0 60 120 LLLL U Q z w cn / SCALE ( IN FEET ) — — 0 > / � O SHEET NO. p C6.0 J: \0 1 - MILLS\ 011560070 - Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 0115130070.dwg Plotted by:Mike Rude 5/31/2016 4:50:21 PM © 2016 WIDSETH SMITH NOLTING ❑z / 0 0 ❑ d Z ❑ O1>w Z W W / r r.Z (¢J ~ w U1�Z �\ L L O d w Z�LL Qw0 UZd =Do 0 U U) 0 F2U gym} ❑ J �Lo 0 CL m (rQ wa- Z 0 U o Z O w Of w w co rn 00 co O Z U J 0 Li a w ❑ D lif u.i w Q 0 0 0 0 co ° � Co wm O Z � m O }m W W m m Z D 6i U Z Q U 2 m ❑ � O U 0 cro < U 0 Z J P. � / Q / LL O J % F-- d 0 / ® W 0 -1 J ----------------------- - - - - -- / 0 60 120 LLLL U Q z w cn / SCALE ( IN FEET ) — — 0 > / � O SHEET NO. p C6.0 J: \0 1 - MILLS\ 011560070 - Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 0115130070.dwg Plotted by:Mike Rude 5/31/2016 4:50:21 PM © 2016 WIDSETH SMITH NOLTING co rn 00 co O Z U J 0 Li a w ❑ D lif u.i w Q 0 0 0 0 co ° � Co wm O Z � m O }m W W m m Z D 6i U Z Q U 2 m ❑ � O U 0 cro < U 0 Z J P. � / Q / LL O J % F-- d 0 / ® W 0 -1 J ----------------------- - - - - -- / 0 60 120 LLLL U Q z w cn / SCALE ( IN FEET ) — — 0 > / � O SHEET NO. p C6.0 J: \0 1 - MILLS\ 011560070 - Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 0115130070.dwg Plotted by:Mike Rude 5/31/2016 4:50:21 PM © 2016 WIDSETH SMITH NOLTING cro < U 0 Z J P. � / Q / LL O J % F-- d 0 / ® W 0 -1 J ----------------------- - - - - -- / 0 60 120 LLLL U Q z w cn / SCALE ( IN FEET ) — — 0 > / � O SHEET NO. p C6.0 J: \0 1 - MILLS\ 011560070 - Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 0115130070.dwg Plotted by:Mike Rude 5/31/2016 4:50:21 PM © 2016 WIDSETH SMITH NOLTING /CO 970 965 955 950 945 m 935 930 co rl- LO w goo � J� � J) i C) v s s� \Sb� / / / / / / / / / / / / / / / / / / / / / / / / v � / / I / � / v � Q U) t% O 00 C� / / J/� 141LF -6 "W / MAINTAIN 1.5' MIN. / VERT. SEPARATION ' / / / oCO �o , / / / 7 44 90° 6" DIP BEND ATERMAIN / / / / c ' / / / / !Cg / CJ / GJ / � / c / / / / / / / i' 1 / / oo��v 4 2LF -6" WM // a °�� • °/ /' % i TOP 6" WM = 952.5: �•w . \ \ �� ° • ° �`/ NORTH ;:.. �r; r. • r 0 30 60 CARWASH 4,905 S.F. SCALE ( IN FEET) F.F.E. = 961.0' .. • �, %, TOP WM = 948.1 96 SQ. FT. - 2" THICK • �';:; °;,:!'r: ; ; INSULATION (4' WIDE) * .e. , " :'• :::i, Id cl /— 6" X 6" DIP TEE 6 s -� � �iq TFR 4 I CONNECT TO EXISTING 6" W/M STUB ELEV.- 949.8' (FIELD VERIFY) 6" GATE VALVE & BOX W/ ADAPTOR 900 DIP BEND HYDRANT 6" GATE VALVE & BOX W/ ADAPTOR (SEE DB -E302) d = % 96 SQ. FT. - 2" THICK INSULATION (4' WIDE) �iq 3x o PI: 3+85.0 .3+56.7 / 45° 1 BgND CARWASH WATERMAIN 970 965 m 955 950 945 m 935 930 L0 .O C0 ILL n 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5f)&04 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:50:27 PM © 2016 WIDSETH SMITH NOLTING 0 Z m F— o J O� w Z 2 a� � y W V! 0 U a� U i Q W Cn Qi w OfZ� a �0 m DOj v 0>l O�w O W WZ Z U Oj� 0 H Z Q�w w �WQ 0 co o wood I- w }Cow U) Q Of LLZ o ww0Z 0 , � Q 0 � O w o H 0 U W F2U� co Wo EXISTING GRADE PROFILE w -0 U CL CL w >- w w CL —� 2 Q _ 3: H H U_ � 2 o FINISHED GRADE PROFILE L } m w m J m 0 D 6i Z U Lj 00 U Z 2 m Q U 0 cf) 0 U z 15" ST M. S. TOP OF BEND TOP OF BEND O TOP OF TEE 949.5 949.8 24LF -6' WATER MAIN rn 948.1 94LF -6" WATERMIAIN — — — — NAT ERM IN 77LF- WATER AIN 108LF -6 TOP VIM = 949.8 z CONNECT TO EXISTING 6" W/M STUB TOP WM =9 7.3 O Q ELEV.- 949.8 (FIELD VERIFY) Q a w co z 2 m 00 It c0 r- � co CD m O I` 00 N 00 c0 m (D C) O 't m co r c0 m Ln (0 co m � N co N O O co I` LO C0 r N co m O m ti ti LO (0 LO (0 LO co LO co LO co � LO � � LO ti m ti 00 LO ti co Lf� ti oo In ti ao LO ti oo LO ti ao LO 00 CO Ln M CO u') M oo LO M oo LO p� r� LO �j � tti LO U- ILL Lo 0 U' w CD w CD w CD w CD W CD CD w 0 CD w CD U' w (D U' w C� CD w CD U' w CD CD w 0 U' w CD 0 w 0 CD w 0 CD w CD CD w CD CD w CD U' w CD CD w IL IL IL LL LL IL LL IL LL IL LL IL IL IL LL IL 970 965 m 955 950 945 m 935 930 L0 .O C0 ILL n 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5f)&04 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:50:27 PM © 2016 WIDSETH SMITH NOLTING 0 Z m F— o J O� w Z 2 a� � y W V! 0 U a� U i Q W Cn Qi w OfZ� a �0 m DOj v 0>l O�w O W WZ Z U Oj� 0 H Z Q�w w �WQ 0 co o wood I- w }Cow U) Q Of LLZ o ww0Z 0 , � Q 0 � O w o H 0 U W F2U� co Wo }m }w W 0 w = w w -0 U CL CL w >- w w CL —� 2 Q _ 3: H H U_ � } m Z O a U Uj W Z O w Of W Ir w a 0 SHEET NO. C6.1 Q 0 ~ 0 U 0 J O 0 co - w I- z U) o 3: z o co Wo LO Z °m a 0- 2 o L } m w m J m 0 D 6i Z U Lj U) U Z 2 m Q U 0 cf) 0 U SHEET NO. C6.1 Q ~ U J O - w U) z I F-- 0- z Q J w LL U cn U) I— w H CJ G CJ G Cz G SHEET NO. C6.1 wo 970 965 K • III 955 950 945 m O u7 C� W I ' I ' `�-- - - - - -I -- 8" X 8" DIP TEE 8" X 6" REDUCER 62LF - 6" WATERMAIN 6" GATE VALVE & BOX W/ ADAPTOR HYDRANTI (SEE DB -E302) cd CX ° o p 0 np o ° D p t 0 p p o I I I I I I I + I (V I I I I I i z Q w � Q O O t r INSTALL HYDRANT & VALVE FROM SALVAGE 8 "X6 "TEE 61-F - 6" WATERMAIN W � O b I I I O O O 8" X 6" DIP CROSS 6" X 4" REDUCER :4" GATE VALVE & BOX W/ ADAPTOR e 25LF - 4" WATERMAIN p 4" PLUG p o 3 +00 g WATERMAIN 0 SEE SHEET C10.0 FOR WM RISER DETAIL p � 0 I 0 U° o ° o N p ° o p N t, pp A; p ® ° ° p ° ° N4 4 p � D p D p t-p D p p 4 +00 5 +00 8" WATERMAIN M----------------------------- 96 SQ. FT. - 2" THICK — i INSULATION (4' WIDE) MAINTAIN 1.5' VERT. SEPARATION d I BETWEEN WM & STM. S. 6" GATE VALVE & BOX W/ ADAPTOR I S 44LF - 6" W/M PIPE L- - - - - -J HYDRANT (SEE DB -E302) L 0 U L L 0 L U v L 900 DIP BEND - d. 01 i I I LPI: 6 +11.02 0 30 60 SCALE ( IN FEET) --------------------------------------------------------------------------------------------------------------------------------- SALVAGE HYDRANT & GATE VALVE CONNECT TO EXISTING 10" D.I.P CL 52 10" X 8" REDUCER ELEV. - 948.5' (FIELD VERIFY) 01 RETAIL STORE WATERMAIN 970 965 m 955 950 945 0 o EZ Z a� 0 J Oc: w Z a� V! 0 U a� U � Q W C a� 'un I✓ ILL! Of° z� 0- Z 0 m Of v 0 > o O�w O ww z U Oj- O z Q W J 0 w W Q 0 0 O H d I— U }cOU � . w z W 0 z 6mi j a- z,-� Q 0 w Ow0 o GUw F2U� m Wo U- m } W W � J = w � W af FINISHED GRADE PROFILE w w0- -� U 2 Q U 2 o J [)� LU L } m w m m 0 Z - j ?: U z EXISTING GRADE PROFILE 0 0 cf) 0 U w — — — — / LU / O U TOP OF TEE TOP OF CROSS TOP OF BEND CONNECT TO EXISTING 10" W/M STUB 951.41 00 951.52 951.51 ELEV.= 948.5' (FIELD VERIFY) 153LF -8" WATERMAIN 2 OLF -8" WATERMAIN _8° ATERMA N 6" SAN. S. z O a a w U) z 5 I� O �t CO ti M CO (p 00 M 00 m � 00 Vf O O lf) O Ln Lq 00 00 U? CO O (p co 1- U-) Lii O O Lf) CO O Lf) d. O Li I I I MILLS FLEET FARM I I ° • . °' • ° ♦ d °° �° 0 J D ° oW D D 165,296 S.F. I I 1 ( I •> � F.F.E. = . . . I I � I z Q D I , _ Y I D SEE SHEET C10.0 QD p FOR FIRE RISER DETAIL 0 ° 8" W M a g Uj I oo ED-o p •i W I I , I �73 HYDRANT _ ° 45° DIP VERTICAL BEND (SEE DB -E302) �I I O + I L---------------------------------------------------------------------------------------------------------------------------------- . - - - - -- — . -- - - - - -- ------------------------------------------ - - - - -- - - - -- — ------ I - - - - -J I L----------------------------------------- - - - - -- -- —� I 7 +00 8" WATERMAIN 8 +00 9 +00 11 +00 811 WATERMAIN 1 W 13 +00 6" WATERMAIN 14+ 0 , 14 0 I �� 96 SQ. FT. - 2 THICK I I I Of z a¢w Z❑ W rn oo I: 6 +11.02--------------- - - - - -- /y� 90° BEND ------------------- YT---------------------------- - - - - -- ---------------------------- - - - - -- - - - -- - - - - -- I I -------------------------------------------------- ,--- - - - - INSULATION (4 WIDE) -- -- - - - - -- ---------------- - - - - -- ----------------------------------------- - - - - -- -- ° I – � co 8 X8 TEE 8 "X6 "TEE 8 "X8 "TEE I �Ww z 3 - 8" GATE VALVE & BOX W/ ADAPTOR 2 - 45° DIP BEND 2 - 8" GATE VALVE & BOX W/ ADAPTOR z ° 4 ♦ ° ° ° ° ; ° d ' ° ♦ ° q • ° I° ° ' °' 32LF - 8" WATERMAIN /' 52LF - 6" WATERMAIN 1 - 8" X 6" REDUCER � W, ° a a °° d ° ° d • °° '° d 8" PLUG MAINTAIN 8' MIN. COVER I o o d d d !� a 4 d A _ in > CD L- - - - - -J I W J w Z 6mi ¢ 8 "X6 "TEE wz °❑w ° 6" GATE VALVE & BOXY W/ ADAPTOR o Z o 39LF 6 WATERMAIN HYDRANT ACCESSORY I ¢ W W ¢ >- M W " W BUILDING ~ ° o (SEE DB -E302) 17,583 S.F. 0U W 0 0- ¢ ° W z F.F.E. = 960.0' ID-0 I W a¢ Q J w 2 U_ 0 30 60 I SCALE IN FEET) I I } m ( I I I I I z p I I F a I I � U CU (U I w z O SOUTH WATERMAIN w w Of w of w O 0 970 970 ° az 3: o C) W o m Z co Q co o 965 965 m W CO ❑ LIJ U m Z FINISHED GRADE PROFILE 0 U 960 — — — — — — 960 — EXISTING GRADE PROFILE — — — - 36" STM. S. TOP OF BEND 955 -- —z - - - - -- -- - - - - -- 951.1 955 TOP OF BEND TOP OF TEE TOP WM TOP OF BEND ALF-8' 951.51 � 951.6 950.9 950.9 3 4LF -8" W TERMAI 151-F-8" WAT RMAIN 181 F -8" WAT RMAIN 4 W ATER AI 151 LF -6" WATERMAIN 950 950 7' TOP OF TEE TOP OF TEE 951.6 951.6 o J LO Q 945 F T- E-RM Z 945 U 0 O _ ~ J Q W w z Q — i1 W � 940 cl) 940 w o Z 0o I` (0 Q0 co co co Q0 co Q0 co (0 (0 (0 co Q0 co co co � L ti rn m I- Q0 ti QD 0) ti W O - Q o 00 � LO rn L0 LO L � ti L0 It to c) L0 M L0 � L0 L0 L0 rn� r` LO It LO O LO r` L0 It LO O L0 u7 � 00 � N � M � ti c0 N r-- 00 M 00 � co M ' (V N O M 00 11 u7 O rn 00 L0 O r` O u7 O u7 O D u7 O u7 O L u7 O LQ u7 O L u7 O LO u7 O LO u7 O LO u7 O LO u7 O (0 u7 O P LO O 00 LO O 00 u7 O rn O O m O o co O O cfl O r cfl O cfl O co O co O co O m 0) co O) co O co O co O) co O O cfl O) o co O rn LO LL 0 U O � O O rn O O O rn O O O O O rn O rn O rn O O O m O O O rn O co O co rn �- rn 65 rn rn rn rn rn rn rn� rn LL (n U) I— W U rn U rn (D rn 0 0') 0 rn U rn 0 rn (D rn (D rn 0 rn 0 rn (D rn 0 rn 0 rn 0 rn 0 rn U rn 0 rn 0 rn U 0) (D rn U rn U rn CD U rn C7 rn (D rn (� m U U rn (D rn U rn (D (D rn (D J J Z H- W U' W C7 W C7 W U� W (7 W (7 W C7 W C� W 0 W 0 W (7 W 0 W 0 W 0 W 0 W 0 W 0 W 0 W 0 W 0 W 0 W 0 W (rI W U' W C� W C� W C� W C 7 W U' W C� W C� W C� W U' W 0 W J_ J_ LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL. LL LL LL LL U- + 6 00 + 6 50 + 7 00 + 7 50 + 8 00 ♦ + ♦ + 8 50 9 00 9 50 10 00 + + + 10 50 11 00 11 50 + 12 00 + 12 50 + 13 00 + 13 50 + 14 00 + 14 40 SHEET NO. C6.3 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:50:38 PM © 2016 WIDSETH SMITH NOLTING O V O� 4F I I I I j V V Z c- N O ; I CD I CD + , I ! J E U NORTH O LU c� ``� CONNECT TO EXIST. 8 x 6 REDUCER 6" D.I.P. STUB I Ma Z X 8" GATE VALVE & BOX W/ ADAPTOR 0 0 30 60 =3 \ i ° SCALE IN FEET) ' ^ a� \` d I 41 V7, ci \\ \\ \ \`\ 6 I- ' //N> Q i LLJ C-D o, 4� \` \\ \'` \`� \` � \``\ I i 8" x 6" DIP TEE 6" GATE VALVE & BOX W/ ADAPTOR d °+ ' \ \ I HYDRANT '✓ f I ° (SEE DB- E302) 96 SQ. FT. - 2" THICK Z17.17 ' 31 L - 6 WATERMAIN INSULATION (4' WIDE) � ------------------ -------- --- ----- -- ------------- - - - - -- — 3+00 3 +00 I ; I 4 +00 5 00 �+ P o a LLI o co 22.5° DIP BEND I I 8" WATERMAIN I MILLS FLEET FARM z co YI/I \\ `\ \ \'�`\ -\ \`---------------- - - - - - M I r - -- - L-------------------------------- - - - - -- --------------------------------------- - - - - -- _- - - - - -- � 90° BEND _ _' ° o 1659296 S.F. W U, ° W w ,- z Z �- vow F.F.E. = 9 61 0' C �Z o 1 i / L - -_ -J I � o z�wZ ao�Z ui ♦ w O 0 0 IL \ d of w ¢w ° U�, x / o • / ° U U NORTH WATERMAIN W D Z O c/) w w of 970 970 w 0 0 0 0 965 965 a 0 Wo 0 m Z U Q m r o FINISHED GRADE PROFILE ED w EXISTING GRADE PROFILE } m 0] m 960 — — - - - - - -- - -- - - -- - -- - - -- - -- - - - - -- 960 z 6i Q U W U 0 2 D 7 m _ — — — — — D U O U 955 LLI Q 955 TOP OF BEND TOP OF TEE 30 STM. S. z TOP OF BEND 950.0 951.0 951.6 950 68LF -8" ATERMAI 138LF -8' WATE 00 183 F -8" WAT RMAIN 950 z CONNECT TO EXIST. 6" D.I.P. TERMA�N TOP M - 949. 945 941.5' (FIELD VERIFY) 2 3LF -8" w < 945 a cn < z U J O 940 — — — 940 �_ Z M ti co v� w_ Z GG G c7 r N m ti N r co N M 00 LO It m 00 co N co U-) co LO 00 ( LO LO m 'd' co 00 00 ti co N 00 00 00 N O Lf) U) M � 00 co fl_ r m CO M O T 00 co LO 00 00 00 r O LO N 00 � N Ln LO In CO Ln (p fl- Lri CO I` In (6 00 In 00 Ln 00 In ,� co LO 00 00 LO CO 00 LO 00 00 LO � 00 LO M 00 LO M 00 LO 0 00 LO M M LO M M Ln 0) M LO 00 O CO' 00 O Cfl 00 O Cfl 00 O Cfl 00 O CO M r Cfl � r Cfl m r co C) r Cfl � L�L // LL C7 LL Ln m m m m 0) m m m m 0D m m m m m m m 0) m Lo m 0) Lo m m Lo 0) m Lo m 0) m L:7 m 0) L:7 m Lo m m L:7 0) m m L:7 m � m (n � m W O C� W 0 W V CD LLI CD V W C� V W V C� W C� V W CD V W CD U' W V V W(D 0 W(D 0 W 0 V W 0 V w V 0 W 0 0 w CD V w (D V w V C� w CD 0 w V CD W V CD w 0 CD w 0 0 w�/ 0 w V 0 W V 0 w V w d J Q J Q LL LL LL LL LL LL IL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL IL LL LL LL LU W U 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 LL a- cn U) 1= w J J z H° SHEET NO. C6.4 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:50:44 PM © 2016 WIDSETH SMITH NOLTING 01 O + 1 Ln 1 I I I I I � I I I I ' I I I I I I I I I I I I I I � I I I I I , I , I , I Q -I I- L� 0 ILI 1 1 •1 1 °+ ;\ 8" x 6" TEE "' ' 8" x 8" TEE 6" GATE VALVE & BOX „ 8 X 6 REDUCER W /ADAPTOR 6" GATE VALVE & BOX HYDRANT W/ ADAPTOR (SEE DB -E302) — -- HYDRANT 18LF - 6" WATERMAIN (SEE DB -E302) 1 i i i —— — 1:6+57.17 10LF - 6 11 WATERMAIN I I I — — - - - - -g "WATERMAIN — - -- side ' - -- ° ' ° -- �--- °- - - - -v � D D V v D Od • ° D p v D p v D D • • a i • • . • • d Y • . LL .. - — ----------------------- #--------------- - - - - -� - - -- 8" GATE VALVE &BOX W /ADAPTOR — I I , I I: 9 +49.58 - - d d d • V 4 d . p ° � vD . • I 3 °� I of I � I I I I I I I A d• I° .� MILLS FLEET FARM `� I I..� �• a I 165,296 S.F. "M�J • d •• F.F.E. = 961.0' •: I I A I I I• ,d No. E:[� I I, 14 —• NORTH WATERMAIN 1 970 970 1 965 1 960 1 955 1 950 1 945 1 940 6 +50 7 +00 7 +50 8 +50 9 +00 9 +50 965 ••1 955 950 945 Me Cn NORTH • • ------------------------ -* - - - -- - - - -- - - - - -� -------- - - - - -- ----------------- --------- - --- - - - - - - - - - - - -�- �- �- 0 30 60 : +49. --------- I - - -- - -- I r-- I I I I I '• II I I I I I I I p I tC) I I + I 970 965 955 950 945 mm 10 +00 m s v °d va °v�• �o ° °�°° 4� ° °4 o °`a ° ° ° ° ° ° ° ° ° ° °v°d ®Qa °� SOD co rr >Of O11�w o EXISTING GRADE PROFILE Oj� a° ° ° ° " a 1 11 EXISTING GRADE PROFILE m w W Q w 0 0 O ~ 9 45 f/1 }co0 D Q t Y w z W O z H w a-0CL D Q — FINISHED GRADE PROFILE T U m0] — — -- — — — — — — _ 0 00- ui mOQ� w w0- -_3 U 2 Q U U O J Z Q i LL D- U U LL J J w Uj II-- J J O Q m w D O U 18" STM. S. TOP OF BEND TOP TOP OF TEE z 2 TOP OF TEE —\\ 951.6 951.6 00 z TOP OF 951.6 951.6 96LF -8" WATERM IN � 1 6LF -8" WATERMAIN .9 OP WM — 949.5 950.2 176E -8" WATE MAIN 154LF -8" WgTERM IN L0 I1- C0 CD CO 1,- 00 co Cfl 0) m L0 O 00 L0 O co LO 0) ti L0 O 00 U') 00 CO LO I,- CO LO 00 ti LO O ti LO CA L0 - rn O rn C) �- rn C r rn � �- 0' � �- rn C rn C 0) � �- 0) C r 0) O 0' C) N of N rn 0 rn CD rn 0 0') 0 0') CD rn CD rn 0 rn 0 0) 0 0) 0 0) 0 rn CD rn CD rn w 0 w 0 w 0 w 0 w (D w (7 w 0 w 0 w 0 w 0 w 0 w (7 w 0 N m LL LL LL LL LL LL LL LL LL LL LL LL LL 6 +50 7 +00 7 +50 8 +50 9 +00 9 +50 965 ••1 955 950 945 Me Cn NORTH • • ------------------------ -* - - - -- - - - -- - - - - -� -------- - - - - -- ----------------- --------- - --- - - - - - - - - - - - -�- �- �- 0 30 60 : +49. --------- I - - -- - -- I r-- I I I I I '• II I I I I I I I p I tC) I I + I 970 965 955 950 945 mm 10 +00 d$ r 11 +00 8" WATERMAIN 12 +00 ld Zd� Id r 8" x 8" TEE 2 - 8" GATE VALVE & BOX W/ ADAPTOR - - - - - -- - T --- TT--TT --- TT---iJ- 96 SQ. FT. - 2" THICK INSULATION (4' WIDE) EAST WATERMAIN T r- I SCALE ( IN FEET) I I I I I I I I I I I I I I I 1 I I I I I I I I I I z U-1 I I I I I I I I I I I I I I I I 134 - —I i� I I I I I I i I ; I m s v °d va °v�• �o ° °�°° 4� ° °4 o °`a ° ° ° ° ° ° ° ° ° ° °v°d ®Qa °� SOD co rr >Of O11�w o ww z U Oj� a° ° ° ° " a 1 11 d$ r 11 +00 8" WATERMAIN 12 +00 ld Zd� Id r 8" x 8" TEE 2 - 8" GATE VALVE & BOX W/ ADAPTOR - - - - - -- - T --- TT--TT --- TT---iJ- 96 SQ. FT. - 2" THICK INSULATION (4' WIDE) EAST WATERMAIN T r- I SCALE ( IN FEET) I I I I I I I I I I I I I I I 1 I I I I I I I I I I z U-1 I I I I I I I I I I I I I I I I 134 - —I i� I I I I I I i I ; I V Z(D H 0 J O� w Z s= 2 Cn U N 2 U r Q W W to Qi 'un EZ w tY z� 9501— a �0 rn SOD co rr >Of O11�w o ww z U Oj� O O o EXISTING GRADE PROFILE m w W Q w 0 0 O ~ 9 45 f/1 }co0 D Q t Y w z W O z H w a-0CL D Q — — — — — — — — FINISHED GRADE PROFILE T U m0] — — -- — — — — — — _ 0 00- ui mOQ� w w0- -_3 U 2 Q U U O J Z Q C� Lo LL D- U U LL J J Z Uj II-- J J O Q m w D 18" STM. S. TOP OF TEE z 2 z TOP OF TE 951.6 � TO WM = 95 .9 OP WM — 949.5 950.2 176E -8" WATE MAIN 154LF -8" WgTERM IN RMAIN 70L -8" WAT m L0 7 00 N M I1_ M C4 � � c0 r Ln m Oi (0 m ti ti ti ti W CO C0 m L0 I-- O '' 1,- r CO It gi 00 M f� 00 O LO O 00 N It LO m f- � N m N m N m C) N m C) N m C) N m M N m 0j N m �j N m M N m M N m M N co M N m 00 N co o0 N m 0p N co 0j — m dj m pj (0 rn rn rn 0) 0) 0, rn (D 0) rn CD rn rn m rn 0') 0' 0) rn 0) 0) 0) rn 0) rn L0 0' 0) rn 0) rn 0' rn m LO 0i 0') w 0) rn m 0 w 0 U w CD (D W CD (D W CD 0 w 0 0 w 0 0 w 0 0 w 0 0 w 0 0 w CD 0 w CD 0 w CD 0 W 0 0 W CD C7 W 0 0 W 0 0 w 0 0 w CD Ow LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL V Z(D H 0 J O� w Z s= 2 Cn U N 2 U r Q W W to Qi 'un EZ w tY z� 9501— a �0 rn SOD co rr >Of O11�w o ww z U Oj� O O o z Q�w w U m w W Q w 0 0 O ~ 9 45 f/1 }co0 D Q t Y w z W O z H w a-0CL D Q �0 °w ww 0 O� w T U m0] >m }w W o w 2 w Q ��0U- af 0 00- ui mOQ� w w0- -_3 U 2 Q U r m z O a U U W Z O c/) w Of w ry n i 970 9501— ° 0 0 z 3: O O o Wo z U m O m 9 45 Q � I– O o 965 J w m0] ED 0 w W m w 0 W w z � U Z ED LO O U O J ••�� 955 E 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 13 +86 w � � � � SHEET NO. C6.5 J: \01156- MILLS\ 011580070- Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:50:53 PM © 2016 WIDSETH SMITH NOLTING 9501— Q 9 45 U I– O J w 940 U- LO ww O O J Z Q C� Lo LL D- U U LL J J Z Uj II-- J J O Q 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 13 +86 w � � � � SHEET NO. C6.5 J: \01156- MILLS\ 011580070- Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:50:53 PM © 2016 WIDSETH SMITH NOLTING ry / CO / V / / BOG / / o � co U / U) o / 6�� SP CO / / � ,o i / o� i CO 41 V / CO ^.'ton' • CONNECT TO EXIST 6 SAN. S STUB NORTH , K� 0 80 160 t1 SCALE ( IN FEET) CARWASH 4,905 S.F. F.F.E. = 961.0' 41 •i.�i• tom. CARWASH SANITARY SEWER 970 965 ••1 955 950 945 1` 935 It r` Ln rn (D III O O rn ILL 970 965 ••1 955 950 945 AR ° ° I I ° ° I ° p ° I I ° ° O - I I I I I I I I I I I I I I — — — — — — — — — , I I I I I I I I I I I I I I I I I I I I I I I I ----------------- I b a 975 970 965 r••1 955 950 945 •� 1 I I I I I I I i I I ih I I OI I, - W UI -I'� O - - - - - -- I / I P � y) 1 CLEAN OUT CLEAN OUT rn ��� TOP ELEV. = 960.81 co >� O�w INV. ELEV. = 940.70 CLEAN OUT 7 CLEAN OUT Z U Oj� O TOP ELEV. = 959.41 I• U INV. ELEV. = 938.70 w W Q U 1� Z Q TOP ELEV. = 959.55 ° FINISHED GRADE ° ° ° _ - - t — — — ° GU) W EXISTING GRADE M. S. ° ° ° p 0 18" S CLEAN OUT 6" WM CLEAN OUT mofQ LU @2.760 LU 2 LU Q U_ m 0 — — — 72LF -6 S. = 957.82 LL L0 07 L0 N O M �1 M 00 O LO LO rn rn LO LO rn rn rn LO INV. ELEV. = 944.90 0 INV. ELEV. U w C7 w C7 w C7 w(D w LL LL LL LL LL O O rn ILL 970 965 ••1 955 950 945 AR ° ° I I ° ° I ° p ° I I ° ° O - I I I I I I I I I I I I I I — — — — — — — — — , I I I I I I I I I I I I I I I I I I I I I I I I ----------------- I b a 975 970 965 r••1 955 950 945 •� 1 I I I I I I I i I I ih I I OI I, - W UI -I'� O - - - - - -- I / I P � y) 1 I I L It LO 0') c� w 5 P� 0 EXIST 10" SAN. S. STUB -- -- - - - - - -- O D I M cd NORTH ° 0 80 160 SCALE ( IN FEET) RETAIL STORE SANITARY SEWER 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 CLEAN OUT rn ��� Q co >� O�w o 7 CLEAN OUT Z U Oj� O U) Z Q � W I• U • ° w W Q U 1� Z Q TOP ELEV. = 959.55 ° p° ° ° ° ° ° p ° ° p ° GU) W INV. ELEV. = 947.15 INV. ELEV. = 947.87 ° ° ° p LL �m> W CLEAN OUT °:➢4:. UaO �� CLEAN OUT mofQ I I L It LO 0') c� w 5 P� 0 EXIST 10" SAN. S. STUB -- -- - - - - - -- O D I M cd NORTH ° 0 80 160 SCALE ( IN FEET) RETAIL STORE SANITARY SEWER 975 t� ZEZ N 0 0 J 0 c: Z 2 a) n 5� (n L N U N 2 U Q W LL] W FA Of Z� 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 CLEAN OUT rn ��� Q co >� O�w o 7 CLEAN OUT Z U Oj� O U) Z Q � W J CLEAN OUT J w W Q U 1� Z Q TOP ELEV. = 959.55 d ° TOP ELEV. = 959.80 TOP ELEV. = 960.90 K Q w Z W Z H J 0 0 Q 0 INV. ELEV. = 945.65 GU) W INV. ELEV. = 947.15 INV. ELEV. = 947.87 Wo Z CO LL �m> W CLEAN OUT af UaO �� CLEAN OUT mofQ LU w0- -� U LU 2 LU Q U_ m 0 W m 965 TOP ELEV. = 957.82 LL TOP ELEV. = 959.22 a C) O (n U) ED H INV. ELEV. = 944.90 0 INV. ELEV. = 946.40 — — — — — — — — — - — — — — — — — — SHEET NO. C13-502 � — EXISTING GRADE PROFILE - II I I FINISHED GRADE PROFILE - 8' AW TERMAIN — — — — — — — CONNECT TO EXIST 297LF -6" SAN. S. @ 1.00% 10" SAN. S. STUB N It LO LO M N CV O CV O O O CO cy) ti co O O M (0 LO 00 LO rn Ln ai � 6i U' LO ai LO 6i LO 0 � aj 6i Lf) LO aj rn L() LO d7 0i Lr) LO M 00 Lo Ln p 00 O LO O 00 CO LO 00 O LO LL 0') m LL rn U- rn LL rn LL 0) 1 rn U- rn Cy) 0') a) rn rn 0') rn rn rn 0') rn rn rn LO c� w c� w c� w c� w c� w c� w c� w c� w0 c� wCD c� w(D c� w(D c� wU c� w(D c� I(D cD w LL LL U- LL LL LL LL 975 t� ZEZ N 0 0 J 0 c: Z 2 a) n 5� (n L N U N 2 U Q W LL] W FA Of Z� 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 aZO rn ��� Q co >� O�w o W W Z U Oj� O U) Z Q � W J J w W Q U 1� Z Q o d ° U } UU)) OU � K Q w Z W Z H J 0 0 Q 0 ow w GU) W 00 F � U Wo Z CO LL �m> W w w af UaO �� ui mofQ LU w0- -� U LU 2 LU Q U_ r m Z O a U U W Z O > w w ry n •.1 955 950 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 3 +73 � Q O O J: \01156- MILLS\ 011580070- Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:03 PM U ~ O 945 J o 0 970 ° � � U) CD DC 00 w Wo Z CO LL w LO w a °m 2 o N 940 } CO m 0 W m 965 w w LL 0 Z a C) O (n U) ED H J U 0 •.1 955 950 0 +00 0 +50 1 +00 1 +22 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 3 +73 � Q J: \01156- MILLS\ 011580070- Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:03 PM U ~ 945 J o � U) z DC - w LL w w w a O N 940 w O -1 } LL a- a C) O (n U) I— H J J z Z �0 LL SHEET NO. 0 +00 0 +50 1 +00 1 +22 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 3 +73 � (; 6.6 J: \01156- MILLS\ 011580070- Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:03 PM © 2016 WIDSETH SMITH NOLTING `� I — Z aD CONNECT TO EXISTING U - - - - - _ _ _ < < s o L 15" CP CLASS V STM. S. < _ s - E - J < < < < «— _ < INV. = 948.87 < s - - �I- CHELSEA ROAD s w s (FIELD VERIFY) 0 29LF -15" STM. S. @ 12.62% Z w o GAS G —GAS GAS GAS GAS GAS GAS GAS GAS —�� GAS GAS GAS GAS GAS AS GAS S -GAS GAS GAS GAS GAS GAS �i —GAS GAS `� - -- - - - u - Z3 F �- 3 FOC FOC FOC 0 F FOC —� FOC FOC Fns FOC - — FOC -' FOC FOC FOC FOC C FO +— FOC FOC FOC FOC FOC- cn — W 2 - - - -- - - - - -- -- - - - - -- - - - - - -- 4__z+__4 ------------- -= - - - - -- ------------- - - - - -- - - - - -- — --- - - - - -- = ��---- _�-_ -- - - - - - -- -- I I I W I y � - - - -- ----------------------------------------- -- - -- ------------ - - - - -- +00 5 +00 CB -304 5 +96 `\ 44LF -4" STM. S. @ 4.86% _ \\ o° CB -303 18" STM. S. CB -601 B g11' M. S i < 4 "X18 "WYE I— — I I 8"X 18 WYE I ; Uj 4" INV. = 950.86 8" INV. = 952.09 �\ CB -000 I i I I N �\ RIM = 956.93 74LF -8" STM S. @ 1.00% INV. OUT = 952.53 i v P� :�.. > i i I i w ` s �\ CASTING: NEENAH R- 3250 -DVSP 6 "X18 "WYE I I \� 6" INV. = 950.43 CONNECT CARWASH STM. S. \�\ i 4" INV. = 953.00 CONNECT TO CANOPY STM. S. i �-0 I o CARWASH 8" INV. = 952.83 (6 4,905 S.F. of \\ s0 F.F.E.= 961.0, i�— ,, -------- - - - - -_ i I \ I I I I :E co co �\ CB -301 I I IF I CONNECT CARWASH STM. S. �� = 6 INV. 953.00 p a rf-I ' 116° P 11 Ip . ° a �1 � °� � _ °°' I I I i �� o w W ° ~ co o ' CB a I a 1 I I W \ \ 18 I SIITI�. S. 1 II I -302 •A••,�• ' a, ° a• a ,. • . E I I I W Q (�d'Z O 79LF -6" STM. S. @ 3.25% :e I a a ,- a. A /-. , ° I : o : �° co w z L IS z oaf z�w0 QOwwQ FES -301 I I • �, I I } `-' APRON INV. = 942.00 I I I jl I I �_ o J= ~W�~ o � \ V I I I I • •. I I I I I O WQQw a w' w �0 I I I m w Q C LU • .. I I I I I I Q, U J Li Z 2 z z = O 2' STM. S. I CB -602B CB -602A i m I i I I I T_ O z O a of � Z w STORM SEWER - FES 300 TO CB-304 0 0 30 60 w SCALE ( IN FEET) w 970 970 w 0 0 0 CB -301 (4E in) CB-302 (48in) CB-3D3 (48in) CB-304 (48in) o Z o 965 RI EL. = 955.73 RIM L. = 955.7 RIM L. = 959.5 RIM EL. 958.92 965 m M WZ n a W _ = MH I V. EL. = 950.46 INV. EL. 951.85 INV IN SE = 949.55 18" (CB-3102) INV I NE = 949.83 18" (C13-303) INV I SE = 950.56 18" (CB-304) INV OJT NW = 951.85 18" CB -303) Q Q ° INV OUT W = 949.45 24' () INV OUT NW = 949.73 18" (CB -301) INV OUT SW = 950.46 18" (CB -302) CASTING- NEENAH R -32 0 -DVSP m m CASTING: NEENAH R- 3250 -D SP CASTING: NEENAH R -325 -DVSP CASTING-. NEENAH R -325 -DVSP m W ED 960 960 w 3: a 0 z Y � z m 0 0 0 CO) -- 955 955 "X18" WYE. " INV. = 950.43 . @ 0.50 °0 258LF- 8" STM. 950 125LF- 8" STM. @ 0.50% 950 5 g3 °I° LF-18" STM. S. m / 8"X1 2" WYE S @ @ 0.50% 6" WM 4 "X18" WYE 6 WM " cf, 8" INV. = 52.09 945 i 3�-F" 4" INV. 950.86 � 945 z z U m I— a 940 U D 940 O z vi _ APRON 942.00 O INV. 1 2E lcl� z 6" SAN. S. LL w O CL w w LU w O w 935 935 w LL cn U cn W co rn 00 0 o rn co co N co CO m CV O oo 0) co N CO O � O O m co 00 CV N O CO Ln CV Il- N CV O N CV t1_ O 00 I� eo O M � c'7 N LO 00 O I� J J z 0 Ern r� LL d 0) Il- d O� LL co LO O� LL I� cn m U_ � Ln m LL LL 00 LO 00 c9 LO LO O� 07 00 LO LO LO m 0� I� cD � Lt7 O 00 LO Lfi O� 0� OO LO LC) O� 07 ti O LO cfl 0) 0) Ob Lfi a) � 0) 00 07 LO lf) O� 0) W O LO c9 O� 07 CO O L c9 m 07 00 O LID c9 07 O CO 07 00 LO O� 07 LO m 00 m 0) � m O� 0) Lfi m LID 07 07 LO LO O) 07 07 LO a) � m M 07 � 07 r LID a) 00 U-) 0) � J J O � � � O cn C� w U w C� w (� w C� w U w U w U 0 w C� (D w U (D w U 0 w (� �' w C� 0 w 0 U w U 0 w U 0 w C� U w (� CD w 0 U w 0 C� w C� 0 W (� w U 0 w 0 � w U U w U SHEET NO. LL LL LL LL LL LL H LL LL LL L.L LL LL LL LL LL LL LL LL 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 5 +96 0 +00 C6.7 J: \0115B- MILLS \0115B0070 - Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 01 15B0070.dwg Plotted by:Mike Rude 5/31/2016 4:51:09 PM © 2016 WIDSETH SMITH NOLTING O cn I � I U 0 w Q cD 0 cn I � > 0 L U) NA p O� I -a W U) J Uj Z I I CAI GCB -601A \' 13LF -18" STM. S. @ 0.5% INV. = 951.29 ^ -------------------------------------------------------- - - - - -- - --------- - - - - -- CB -601A CB -602A RIM = 955.95 RIM = 958.19 - - -- INV. OUT = 952.1 ---------------------------- - - - - -- ----- - - - - -- - - -- INV. IN = 951.23 CB -602A INV. OUT = 951.13 CASTING: NEENAH R- 3250 -DVSP 24" [STJA. S. 30LF -18" STM. S. % N 30LF -24" STM. S. @ 0.5% s U— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 O 0 i -- �-------------------- --1 +00 18" STM. S 2 +00 ----� � CB -601 B CB -6026 \ I I 0 I I I I I I I I U Q I O I I A I CB -304 c I Q I O I I UI OI I � I I 975 970 965 •.1 955 950 945 WE L0 LO rn (D w b _ I x I 00 I I STORM SEWER - CB -601A TO FES -604 \ \ \ \ o ',tidy \ \ \ \ \ \ -- - - - - - - - — — — — — — _ \-- —� b \ \ FES -603 APRON INV. = 950.25 3 \ U 24" STM. S. N 0 N J O w \ \ Z c \ Z \ Q y 945 C CB -104 0> pW, o W CB -6 213 (60in) o O=1� J J 0 30 60 W ¢Fw u0 (P RIM EiL. MH INV. = 958.1 EL. = 950.88 w W Q o CB -601 B (48in) w ct) }CC,,))( ` to 27 CB -103 a INV IN NE = 950.98 18" (CB-601 B) ° Zak O - RIM EL. MH INV. = 955.95 EL. = 951.95 w '0 J J Z �pZw H INV OJT SW = 9 0.88 24" () _ W U H 970 J_ INV IN SE = 952.0 18" (CB -601A) �m }w w D J = w D CASTING: NEEN H R -3250 DVSP w z N Q INV O T SW = 951.95 18" (413-60213) 965 2� M ww Q J J r CO m w I H J 2 Q U Q =OFF- CASTI G: NEEN H R- 3250 -DVSP O w EXISTI G GRADL PROFILE - - - - -- — — - - -- -1 - - -- -- ED FINI HED GRAPE PROFIhE 194LF -18" STIM. S. @ 0.5C% 124LF -24" STM. S. @ 0.50% APRON I W. = 950. 205 Il- It oo LID 0) 00 N m M U-) O � 00 O r O O7 co m 00 CO 00 I� � O N 00 co O7 L!7 N N ai co N N LID � N ti m O L!7 LO � LO LO � � L!7 CO 00 Lo LO � 00 LO I` CO LO L!7 ti r- La L!7 ti LO L!7 ti � La L!7 00 � LO Lo 00 � LO V) 00 r- In � � Ln L!7 LO � LO Ls7 M ti Ln m rn C� m rn C� m rn C� m rn C� O C� m rn C� m rn C� 6, rn C� 0, rn C� 6, rn C� 0, rn C� �, rn C� 0, rn C� m rn 0 Q, 0 (D w (D w (D w (D w (D w 0 w (D w (D w (D w (D W (D w (7 w (D w (D w w LL IL LL LL U- LL LL LL LL U- LL U- LL U- LL \ U STM. MH 20 24" STM. S. N 0 N J O w \ \ Z c \ Z \ Q y 945 C CB -104 0> pW, o W z Z 0 o O=1� J J 0 30 60 W ¢Fw u0 (P N \ � w STM. MH 20 ••1 955 24" STM. S. \ 950 0-20 Of w \ Q °D 945 0 0> pW, o W z Z 0 o O=1� J J 0 30 60 w ¢Fw SCALE ( IN FEET) � w W Q o aQZp� w ct) }CC,,))( ` to 27 CB -103 a Z w �wOZ o ° Zak O - \ w '0 J J Z �pZw H (D _ W U H 970 J_ J O �m }w w D J = w D 0 D w z N Q U 0-Q O w O 965 2� M ww Q J J r CO m w I H J 2 Q U Q =OFF- U_ 7 m J O w U ED ••1 955 z 0 950 n ay�oN w Q 945 0 ~ O Z 0 J 0 30 60 w SCALE ( IN FEET) � w z_ U- w 940 w a 975 w IJi O - w a 0 00 rn J J Z 0 O (D C) O O 970 J_ J O �� O o m w z N Q a q w 2 O 965 r CO m w m 2 Q U Z Y 2 7 m O w U ••1 955 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 3 +68 SHEET NO. n._ C6.8 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070. 000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:15 PM © 2016 WIDSETH SMITH NOLTING 950 U) Q 945 ~ O J w � w z_ U- w 940 w a o w IJi O - 00 rn J J Z 0 O (D J_ J O 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 3 +68 SHEET NO. n._ C6.8 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070. 000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:15 PM © 2016 WIDSETH SMITH NOLTING 0 F-i — O r FOC FOC FOC - CHELSEA ROAD GAS GAS GAS GAS - 4 FOC FOC FOC 0 +00 CB -90 v GAS AS GAS GAS U FOC FOC FOC FOC - - - - -- —— -------- �\ \ \ \ 18" STM. S. `\ +00 1 +6� CB -902 ` \\ \ \ FES -903 APRON INV. = 950.19 I ` I ` I ` I \ I \\ I I \ I ` I ` I \ I \ I \ I \ I I ` I \\ I \ I \ \ I � STORM SEWER - CB -901 TO FES -903 975 970 965 960 FINISHED GRADE PR( 955 950 945 ty' 1� rn 0 W 0 +00 0 +50 1 +00 975 970 965 960 RADE PROFILE 955 % 950 V. = 950.19 945 Cfl Lo m LL 1 +50 1 +69 are, 0+ 18" S1 FES -001 APRON INV. = 947.00 1 +00 �F rm. S. I � ' � Z I , J O W In l L..L III 2 +00 2 +44 FES -003 APRON INV. = 949.00 STORM SEWER - FES -001 TO CB -003 975 �! 1 965 955 �! 1 945 �I � R N LO 0 0 W 0-20 Of O m co "Of p�> z W CB -901 ( 8in) O53 ti J 6 F w Q RIM EL. 954.66 ,�w¢ O MH INV. L. = 950.66 RIM EL. = 957.31 J LO FINISHED INV OUT SE = 950.66 18" (CB 902) Q o FILE EL. = 951.31 CASTING: NEENA R-3250-DI/SP EXISTING - -- } INV OUT W - -— () — w 0 Of 0 w 0 a- \2F-1811 STM. 0.5 42L -18" STM. S. @ 0.50 0 z Q F F EXISTING GRADE PROFILE Q U — A RON I J U CB-902 (48in) CC RIM EL. 954.69 a) MH INV. EL. 950.35 G G co INV IN NW = 9,150.45 18" ( B -901) S 7 18 11 INV OUT SE = 950.25 18" () 949.00 LL CASTING: NEE AH R -32 0 -DVSP •S- O L0 M N 00 LO N q CV 3-jz o L w U w U w U w CD w w U LLICD LL LL LL LL LL LL 0 +00 0 +50 1 +00 975 970 965 960 RADE PROFILE 955 % 950 V. = 950.19 945 Cfl Lo m LL 1 +50 1 +69 are, 0+ 18" S1 FES -001 APRON INV. = 947.00 1 +00 �F rm. S. I � ' � Z I , J O W In l L..L III 2 +00 2 +44 FES -003 APRON INV. = 949.00 STORM SEWER - FES -001 TO CB -003 975 �! 1 965 955 �! 1 945 �I � R N LO 0 0 W rn 0 L W i Cn U N L U Q L70 N c W 0-20 Of O m co "Of p�> z W z O53 ti J 6 F w Q CB -002 ( 8in) ,�w¢ O a�ZO~ LO RIM EL. = 957.31 J LO FINISHED GRADE PROFILE aZa5 N Q o MH INV. EL. = 951.31 Q F0Zw 2 O } INV OUT W 953.31 18" () w m w 0 Of 0 w 0 a- U d Q O 1NV CASTING: OUT E:=951.31 NEENA 118" R- 3250 -D SP J W d - J z Q F F EXISTING GRADE PROFILE Q U — 0 O (n J U 0 O o, CC -j CO a) G G G co cD S 7 18 11 APR ON INV. 949.00 LL SHEET NO. ST •S- 3-jz o APRON INV. = 1947.00 ti � ch 00 � � d N ti O O O O � O O O ti 0) ti LO O O O LO � LL LL LL LL LL LO D7 a7 d- w w w w LU U w U w U W U w U w LL LL LL I� ILL rn 0 L W i Cn U N L U Q L70 N c W } m 0 30 60 > w SCALE ( IN FEET) It Ixw 975 10 970 965 ••1 955 0-20 Of O m co "Of p�> z W z O53 ti J 6 F w Q �� ,�w¢ O a�ZO~ LO o U) W W J LO co a " z O a F- aZa5 N Q o w w0 Q F0Zw 2 O } L LIL } �}W m w O J 2 w m w 0 Of 0 w 0 a- U d Q O z w U m w Q J 6j - J W d - J z Q F F 2 } m 0 30 60 > w SCALE ( IN FEET) It Ixw 975 10 970 965 ••1 955 C 6.9 J: \01156- MILLS \011560070- Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:26 PM © 2016 WIDSETH SMITH NOLTING O O O 950 C ti Q �� o O LO w J LO a N q W Q 2 O } L LIL } m w m CO 0 a- LLI z 940 6j - O U z of 2 Q U 0 0 O (n J U 0 O C 6.9 J: \01156- MILLS \011560070- Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:26 PM © 2016 WIDSETH SMITH NOLTING 950 U) Q U ~ J O 945 2 v) Z LIL W w a- O w 940 O v p- J J Z 0 O o, CC -j CO a) G G G co cD LL SHEET NO. C 6.9 J: \01156- MILLS \011560070- Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:26 PM © 2016 WIDSETH SMITH NOLTING f� 11 CB -1 24" STM. S. T G co co CB -103 TM. MH 201 1 C co O i c1r) CB -1 C I MUM I I I Pi / / / / / / / FES -202 i APRON INV. = 949.10 2 +00 2 +71 STORM SEWER — STM. MH 201 TO FES -202 975 970 965 •.1 955 950 945 r` rn 0) (D w 0 +00 0 +50 1 +00 1 +50 2 +00 NORTH 0 30 60 SCALE ( IN FEET) 975 970 965 ••1 955 IV. = 949.10 950 O Ln ce) Lo 0) LL 2 +50 2 +71 945 ZK 7 o 0 O FES -501 \ APRON INV. = 954.54 I I I I I I I I I I I I L- ----- - - - - - -- _7�'� XA s��? :1+ I 2 +0 CB -503 i i 11 2 +9 CB -502 i I P 18" ST . S. YP3 I I P3 P3 ------------------------------------------------- - - - - -- - - - -J L-------------------------------------------------- - - - - -- - -- W I FAN -- -- + n/0 Dv I p Q v D v D v 19 IQ p D D° D v v D 4 v v D \ b W v � D v v D d a D \ � ° D D \ v 975 970 965 •.1 955 950 945 Mrs, rn a) C� w STORM SEWER — FES -501 TO CB -503 NORTH 0 30 60 SCALE ( IN FEET) w O 0i W TM. MH 01 (84in) (48in) 950 -70 0 O U ~ O m 945 J w CD IM EL. = 58.37 MH INV EL. = 954.75 w O W 11 J U) LL CD H INV. EL. = 950.02 INV IN = 954.85 8" (CB -503) 970 o INV IN W = 952.04 24" (CB -103) INV OU SW = 954.75 18" () INV OUT N = 950.02 31311 () Lo v7 CASTIN : NEENA R -3250- VSP ASTING: NEENAH R-1733 PROFILE o FINISHED FINIISHED PROFILE r EXIST114G GRADE GRADE ---------- m --- --- - GRADE P OFILE 965 LL Z Y � OLF -18" STM S @ 0.50% ---------- APRON 2 m 179LF -3 " STM. S. 0.50% 170LF -1 " STM. S. 0.50% 0 U 0 U APRON INV. = 954.54 co 00 Lo 00 rn Lo 0) rn O 0 w LL m U-) N 00 rn Lo Lo rn O U (� w LL m co O 00 0') L0 rn d7 U (� W LL co CO r� 00 00 L0 rn a7 (D w LL r- 00 Ln 00 00 L0 Lo rn O (D (� LU LL N 'T 0) 00 Lf) Ln O rn 0 U' LU LL O N a7 06 L0 rn d7 (D w LL 07 7 6 00 Lo Ln rn 0) (D (D w LL M co CO ti Lo rn O U (D w LL rl_ Co O r- L0 Lr) rn O U (D w LL 00 � 00 r- ' m d7 (7 (D w LL 0 +00 0 +50 1 +00 1 +50 2 +00 NORTH 0 30 60 SCALE ( IN FEET) 975 970 965 ••1 955 IV. = 949.10 950 O Ln ce) Lo 0) LL 2 +50 2 +71 945 ZK 7 o 0 O FES -501 \ APRON INV. = 954.54 I I I I I I I I I I I I L- ----- - - - - - -- _7�'� XA s��? :1+ I 2 +0 CB -503 i i 11 2 +9 CB -502 i I P 18" ST . S. YP3 I I P3 P3 ------------------------------------------------- - - - - -- - - - -J L-------------------------------------------------- - - - - -- - -- W I FAN -- -- + n/0 Dv I p Q v D v D v 19 IQ p D D° D v v D 4 v v D \ b W v � D v v D d a D \ � ° D D \ v 975 970 965 •.1 955 950 945 Mrs, rn a) C� w STORM SEWER — FES -501 TO CB -503 NORTH 0 30 60 SCALE ( IN FEET) 975 V Z J Z 2 2 W tl) 0 i r- 0 0QW wo °z U5 Z) 0 W; Ow � O,� Q F- w L) W ¢ wp0 U Z w aow Z0- 0 0 co O F � U UL m } J Of T 0 0 0- m m a- wa- fA _ � H Tm Z O F o_ U (n W 0 Z 0 co w w n aD E 0 w U0 T N > D cn U U Q a� 'rxo w �NI4— 00 co V 0 Z U co 0 w 0 W d D iY LUW LU Q w O 0i W w cn CB -502 RIM EL. (48in) 950 -70 0 O U ~ O m 945 J w CD co z � w z O MH INV EL. = 954.75 w O W 11 J U) LL CD SHEET NO. INV IN = 954.85 8" (CB -503) 970 o m INV OU SW = 954.75 18" () w w o If Lo v7 CASTIN : NEENA R -3250- VSP ¢ o FINIISHED r GR4,DE PROFILE m EXISTING GRADE P OFILE 965 LL Z Y � OLF -18" STM S @ 0.50% ---------- 2 m Q U 170LF -1 " STM. S. 0.50% 0 U 0 U APRON INV. = 954.54 CB-503 (48in) m RIM EL. 959.70 MH INV. EL. 955.70 O I -N V- - S _ - 6" CAS ING: NEEAH R-3250-DV 8" WM Q 6' SAN. S. � z 00 N O m c'7 O 00 O O 00 CO O M 00 N 00 O) ' M co co 00 00 m co co 00 co N N r- 00 Ln r- 00 rn Lo Lo d' rn Lo Lf) 00 0) Lo Lo O) rn Lo Lo O) rn Ln Ln O) rn Lo Lo O rn Ln CO O rn CO Ln O rn Lo Lo O rn Lo Lo O rn Lo CO O rn Lo CO O O (D O O (D O a7 (D O a7 (D O d7 (D O a) (D O) U O a7 (9 O O (9 O 0) (9 O d7 (D O a7 (D (D w (7 w (D W (D w (7 w (D w (D w (D w (D w (D W (D W (D LU LL LL LL LL LL LL LL LL LL LL LL LL 975 V Z J Z 2 2 W tl) 0 i r- 0 0QW wo °z U5 Z) 0 W; Ow � O,� Q F- w L) W ¢ wp0 U Z w aow Z0- 0 0 co O F � U UL m } J Of T 0 0 0- m m a- wa- fA _ � H Tm Z O F o_ U (n W 0 Z 0 co w w n aD E 0 w U0 T N > D cn U U Q a� 'rxo w �NI4— 00 co V 0 Z U co 0 w 0 W d D iY LUW LU Q '.1 955 950 w w O 0i W w cn a 0 O U ~ O m 945 J w CD co z � w z O COO w w O W 11 J U) LL CD SHEET NO. rl- 970 o m w w o If Lo v7 q w ¢ o r m m m W 965 LL Z Y � 2 m Q U O0 0 U 0 U '.1 955 950 w w O 0i W w cn a Plotted by:Mike Rude 5/31/2016 4:51:34 PM © 2016 WIDSETH SMITH NOLTING O U ~ O m 945 J w co z � w z O COO w w O W 11 J U) 940 w O 0i W w cn J LL 0- U Plotted by:Mike Rude 5/31/2016 4:51:34 PM © 2016 WIDSETH SMITH NOLTING O m co z O COO J_ J_ U) LL SHEET NO. 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 2 +95 C 6.9 J: \0115B- MILLS \0115B0070 - Monticello \011560070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by:Mike Rude 5/31/2016 4:51:34 PM © 2016 WIDSETH SMITH NOLTING Z / I I CL // 0 O F1 L------------- - - ---------------------- i I - - - - -- -- ----------------------------------- - - - - -- -- -------------- - - - - -- LLO I I Z Ya0 Ill- cn I co I I � / V♦ U I I I I � \ \ r Q - m I LJ �( I O N I V- I I I t t 0= w 00 18" STM. S. 1 +pp °- 18" STM. S. 2 +00 CB -103 °- W so 3 +00 STM. MH 201 30" STM. S. °- 4 +00 CB -104 ; 44 30" S11 TM. S. i I ; 5 +00 14 a. CB -105 44 44 24" Si TM. S. 6 +00 go CB -106 0- 7 18" STM. S. +00 CB -107 18" ST M. S. a CB -108 a +00 "STM. S. CB -109 18" STM. S 9 +00 CB -101 so i so CB -102 Doi so 44 CB -110 24" STM. S. ; o � z � oQ I I I I I woo 00 I O 6 >W �w o I I I ww zdz O z � _ I I I I aFW I I wwQ _ ww'o_Q co oN I I T I I WOCnO f ' ' I I I z0, LL Z Lu w I I d o a� Z Q o I � I =zpw H o , w w Ll :1 LJ LJ o w w O D C�ff Y I I V IL } w ca T 3: Li w LLI I I I I wdaJ W<� wQQw Q _ O F1 I co -F] L--j L--j I L--j I O-� I t 0 - 2 Z O i= F- n- O Ir O Z w STORM SEWER - CB-1 01 TO CB-1 09 co 0 0 30 60 co w SCALE ( IN FEET) w 975 975 w Q 0 0 0 0 970 970 CB -110 (48in) ° o ° RIM EL. = 957.75 z co a u m B -102 (48in) CB -103 (4 in) CB -104 ( 2in) CB -105 (60in) CB -10 (48in) CB -108 ( 8in) H INV. EL. = 953.75 Q Q o IM EL. = 957.75 RIM EL. = 957.75 RIM EL. 957.75 RIM EL = 957.75 RIM EL = RIM EL. 958.48 INV OUT W = 53.75 18" (CB -109) 965 H INV. EL. = 953.10 MH INV. L. = 952.3 MH INV. EL. = 950.4 MH INV. EL. = 951.18 MH INV. EL. = 951.92 MH INV. L. = 952.7 965 ca > 0] m CB -101 (4 in) INV IN W = 953.20 18" (CB -101) - INV IN E = 950.54 3 " (CB -10) INV IN = 951.28 4" (CB -1 6) INV IN E = 952.0 18" (CB -107) INV IN E 952.81 1 " (CB -109 CA TING: NE NAH R -3 50 -DVSP w J � 0 z RIM EL. = 57.69 I V OUT E 953.10 18" (CB -103) INV OUT - = 952.36 4 (STM. MH 201) INV OUT W = 950.4 30" (ST . MH 201) INV OU W = 951. 8 30" (CB-104) INV O T W = 95 .92 24" (CB -105) INV OUT = 952.7 18" (CB -107) o 0 o = o MH INV. E . = 953.69 CASTING- 14EENAH R-2554 CASTING: NEENAH -2554 CASTING: NEENA R -2554 CASTING: NEENAH R -2554 CASTING: NEEN H R -2554 CASTING: NEENAH R- 3250 -D SP INV OUT E = 953.69 18" (CB -10) -- _ 960 EX STING GRADE PROF ILE - -- - - - - -- -- - -- - - - - -- 9&0 CASTING: NEENAH FZ-3250-DV%"')P ---------- ------ -------- ------------ ------------ ---------- ...................... FINISHED GRADE PROFILE --------- 98 F -18" ST S. @ 0.5 % 114LF -1 "STM. S. @ 0.50% 128LF -1 STM. S. 0.50% 4LF -24" TM. S. @ 0.50 0 STM S. @ 0.501/6 78 F -18" ST S. @ 0.5¢% 128LF 30" STM. @ 0.50° 128E -24" -401-F-18" STM. 54LF -18" STM. S. 6 IL I---30" STM S. @ 0.50 o 0.50% 0.50% CB-109 (48in) 950 RIM EL. = 957.5 950 MH NV. EL. = 53.08 LLMJ ST NI. MH 201 72in) (48in) INV IN E = 953.18 18" (CB-1 10) RIM EL. = 958.7 8" WM z RIM EL EL. = 958.8 INV OUT W = 953.08 18" CB -108) U) MH NV. EL. =950.02 M MH INV. EL. = 52.41 CASTING: NEENAH R -32 0 -DVSP Q ~O 945 INV IN E = 950.12 30" C -104 �, INV IN E = 952 51 18" (C -108) 945 J INV IN W = 952.04 24" (C13-103) m J w INV OUT N =950.02 36" () U CASTING: NEENAH R -32 0 -DVSP CO Z Lu Z CASTING: NEENAH R-17133 D < I 940 r) 940 w CL o � z LO O (D 00 cD co N co r1- m M r` t` O co LO N N O O N (D I� N 00 O co N N co r1- N co co O � m I- LO U-) 0) rl 0) � o O co co Cfl O c0 N 00 00 N O o � N M co 't 07 O � Ldp 00 co O O co LO � LO O 0') LO N I` rl- co U-) rl � (0 00 � co O N 00 � o N 0) CO O O J LLI cn LO I� LO LO 00 d7 00 d7 m r� d7 LC) f� 0rn LO 00 am LO 00 dj 00 dj 00 M LO I� M Ln ti M LO 00 M LO 00 CD LO 00 M m f� M LO ti 0) LO O0 O CO 00 O o O0 O (0 f� O (0 f� (0 00 (0 00 (0 00 (0 I� co I` (0 00 (0 00 (0 00 c9 00 CO 00 (0 f� (0 f� CO 00 CO 00 O o l - i- rn Lf� rn Ln 0) Lf� 0� m L� m m m L(7 0) 07 m rn m rn Ln m LO m LO m LO m Ln m LO m Ln rn Ln m Ln 0) Lo rn Lo 0) Lf� rn Ltd rn Lo 0) Lo 0) Lo rn Ln rn LO rn Lo 0) Lo 0) Lo rn Lo m Lo 0) Lf� rn U-) rn Lo m LO 0, m Lf� L0 (n (n O 07 c� � O � m � � D7 c� d7 c� d7 c� 07 c� O c� O c� O c� O c� O c� a7 � d7 � D7 � d7 � 07 c� 07 c� 07 c� 07 c� 07 � 0) � 07 � a7 c� m c� d7 � D7 � 07 c� m 07 07 � � 0) J J Z O w(D w(D w(� w0 w wC� w0 w w(D w(D w0 w0 w0 w0 w(D w0 w0 w0 w0 w(D wCD w0 w0 w0 w(D w(D LU0 w0 w0 wU wCD wCD ED (D LU0 LU0 wCD � � 0 LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL � � � � 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 SHEET NO. C6.11 J: \0115B- MILLS \0115B0070 - Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:40 PM © 2016 WIDSETH SMITH NOLTING °° I I °x P31 M �I °v a s I I N - -- -- - -- - - - - -- ° s MILLS FLEET FARM `Z 0 ` j---------------------------- - - - - -- ------ - - - n CL I I I ' o° ao I 1 r J CL ° a 165 296 S.F. o w F.F.E. - 961 0' a I I a FES 401 APRON INV. = 948.17 v -- , W D L______� I I ° I t) I I I I I 956 955 954 > x °O i i ° P 3 i I i i ro I I I CONNECT TO RETAIL STORE STM. S. (D ° 24" INV. = 951.50 + I CB -802 CB -801 - - -- - - -- °w a I W - LU 953 - 952 951 F 950 0 949 948 947 SOUTH INFILTRATION BASIN \ \ n n r - - -- °•, ., BASIN BOTTOM = 947 \ `��'° o W W W W W ' 1 P2 1 STM. . ,• \ ° � Lr� s • - I / I 24" STM. S.-,,,, I I o< w co 948 947 x co FES -407 _ 949 �p i s 0 W w APRON INV. = 955.30 950 951 C �C I i H W co ao ° ZdZ o 3, 952 I I I I __ I a F w O J - U co - 953 y -, - 954 i � ° I I I w a �IZa o ° - 955 956 ACCESSORY BUILDING i i i 1 i i I ' I I I 0 STM. MH 402 O xGJ 1 P 1 - CB -404 4 +00 CB -405 5 +00 30 STM. S. 30 STM. S. CB -406 ° ='` i I i I I i i I I i I , I z w a o° Z �' Z w = w0 �Dcnw _ - Li a 957 958 + - / . S. 30 ST I I S. 59LF 18" STM. S. @ 0.50% 17,583 S.F. I I STM. MH 403 I I , I } J m} w w 958 P2 F.F.E. = 960.0' i i I i ° _ l0ow ° / 957 I I I I I - -- -- - -- -- ------------------------------ P -------------------- - - - - -- - - -- - -J I I w o IL m a- Q Uj w / w<Qw = °'� ' �� �� h FES -408 / i nn I r- - - - -- -- -- - -- -- - -- - ------ - - - - -' - -- - - -- - - - -- ---- - - - - -- - - -- - -- - - - -- co . � ��' � APRON INV. = 955.00 • • ' ' e e Z O H a NORTH UjUj STORM SEWER - FES 407 TO FES 408 STORM SEWER - FES -401 TO CB-406 co 0 0 30 60 w SCALE ( IN FEET) w 975 975 w 0 O O O 0 ti 970 970 � Os ° m w a U) a � o STM. MH 402 (84in) STM. MH 403 (72i) CB -405 (48in) CB 406 (72in) IM EL. = 58.65 RIM EL!. = 958.24 RIM EL = 959.17 RI EL. = 959.27 0 m 965 MH INV. EL. = 49.20 MH IN�. EL. = 949.45 MH INV. EL. = 950 52 M INV. EL. = 950.92 965 w m w 2i 949.30 (STM. M 403) INV IN = 949.55 0 (CB -4 INV IN- = 950.6Z-30" (CB-4C6) WIN W = 951.02 24 0 0 o O EXISTING GRADE PROFILE INV I NE = 953.11 18" (C -701) INV IN = 952.03 18" (CB-802) INV OUT S = 950.E2 30" (CB 404) IN OUT S - 50.92 30" (CB -405) INV OUT S = 949.20 36" O _INV OSJZS = 94T9. -0" {zS Mk#40� - - - - - CAS NEEN R -2554 - CASTING: N_EENAH R-2.55-1. CASTING: NEENAH -1 -733 -- - - - CASTING: NEEN H R -1733 960 - -- - -- 960 - - - FINISHED GRADE PROFILE 955 955 6 LF -30 „ STM. S. @ 0.51 0 10 LF -30" ST S. @ 0. 0% 6 LF -30" STM. S. 0.5 % 95LF -24' STM. S. 0.50% 950 " 0. 0% CB -404 ( 8in) RIM EL. 958.39 CONNECT O RETAIL STORES M. S. Q 1 LF -30" TM. S. @ 50% MH INV. EL. = 949.88 24" PVC INV. = 51.50 U p 945 APRON INV. - 948.7 INV IN N = 949.98 33" (CB -40) 5 J w W z z 8" M Z CASTING: - NEENA R -2554 LU w O 940 U I W O J W d: In-U CD O O O O co N 1p CV N 00 rl- N N cV (0 M c0 m Ln O Ln O M co 00 LO co D M -I 00 Cfl Co ti N d Ln 7- u7 N O LO It u> N 00 u7 O N LO r- LO LO N N LO t d N d- M cD It CV � M I- M M ti r- M CD O CV V) It LO ~ It O O' O-) O - 00 00 � 00 � 00 04 00 N M N M � rn � O-) � 0� � Ln O') co N 0) CN Ln O � O C � J J Z J_ J O 0' 0) 07 O 07 0) 07 O 07 O � Ln � 0) 0) 0) CD 0 m m 0) Ln m Z m 0) O Ln m 07 O m O 07 LO O m O m 0) � 0) 0) m 07 0 07 O 07 0) 07 m m Q0 07 m O � cp 07 m O - C7 W C� U' W C� W U W U W C� W C7 C7 W U C7 W C� U W C� U' W (D C� W 0 C� W C� (3 W C� (D W U (D W C� Q W C� (D W C7 (D W C� (D W C� (D W C� (D W C� 0 W C� 0 W U (D W C� W C� W U W 37 � � � IL IL ILL LL LL LL LL LL IL IL LL IL LL LL LL IL LL LL LL LL LL LL IL LL LL LL LL � SHEET NO. 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +10 C6.11 J: \0115B- MILLS \0115B0070 - Monticello \011580070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:48 PM © 2016 WIDSETH SMITH NOLTING IL /I ° v I I I I• I a• .d • • 'd d• •d A e O V i • • • d N •d d O STM. •r in -701 (48in) I I d • • d • • • • • • XISTING — d • W RIM E • d ` •� " d o MH INV. 1 4L AIL:� d • y d GRADE --- - - - --i 7T r----------------------------------------------------------- = 949.55 30" (CB-404) a • • H 0� m m NEENAH R -2554 I I I O I C7 I I — tl • • • d d CO - 00 • d INV OUT S = 949.45 d d A I - - -J 2) m J _j CO 0 CASTING: r • NAH R-1733 J d d U -CE3-- -0n4$in)- — STM. S @ 0.50% MILLS FLEET FARM GRA I RIM d d A. • d • • • " 0 O (n t U e• .d INV OUT S = 9E 2.74 18" ((-B-802) I 165,296 S.F. � I o* r. o CB -404 I I F.F.E. = 961.0' I I I 88LF -18" I C13-801 I r CB -701 341-F-18 STM. S @ 0.5C 7o I STM. MH 402 (84in) o cU_ I � I I I � RIM EL. p I M I I I = 956.74 STM. MH 403 CB -802 1 +00 18" STM. S. MH INV. ;1 +g uj PI: o+71.82 -4_ i S. L IL /I ° v 0 D v vD t77 950 O V i • • O STM. MH 403 in -701 (48in) Q --------------- - - - - -- --------------------------------- . . XISTING — EL. = 958 W RIM E . = 957.73 o MH INV. 1 4L AIL:� EXISTING GRADE --- - - - --i 7T r----------------------------------------------------------- = 949.55 30" (CB-404) LL H 0� m m NEENAH R -2554 I I I I I I e F-1 d - d' d CO - 00 .I INV OUT S = 949.45 L- - - I - - -J 2) m J _j CO 0 CASTING: NE NAH R-1733 so ------- -------------------------------------------- ------ - -- STM. MH 40 ;�, 1w I- -- - ACCESSORY BUILDING 17,583 S.F. F.F.E. = 960.0' STORM SEWER - CB -801 TO STM. MH 403 l��lll'„IIII��� ' ��I► 0 30 .0 SCALE ( IN FEET) CB -802 0 D \, TM \ CO / sa / a a ° a 'a ,4CB -404 a CO H W STM. MH 4 3� c') Q ; CB -701 O+ O o / 00 2 +00 2 +17 STM. S. STM. MH 4021 ; 36„ STM S• \ 4F \\ ACCESSORY \, BUILDING 17,583 S.F. F.F.E. = 960.0' STORM SEWER - STM. MH 402 TO CB -701 975 975 1 975 biftem 965 4001 955 b' 1 945 MR N N O m U' W 970 1 970 965 1 965 E PROFILE 960 960 955 1 955 950 1 950 945 1 945 940 940 00 � 00 LO O m (D W n ■ 0 950 O O STM. MH 403 in -701 (48in) Q 945 XISTING RINI EL. = 958 24 RIM E . = 957.73 o MH INV. EL. = 949 45 3W = 953.73 EXISTING GRADE PROFILE: INV IN = 949.55 30" (CB-404) LL H 0� CASTING: NEENAH R -2554 INV IN = 952.03 18" (CB-802) O 00 INV OUT S = 949.45 30" (,STM. MH 4 2) m J _j CO 0 CASTING: NE NAH R-1733 J J U -CE3-- -0n4$in)- — STM. S @ 0.50% FINISHED GRA Q U RIM EL. = 956.-14 0 O (n m U INV OUT S = 9E 2.74 18" ((-B-802) 8" M �� CASTING: NEENAH R -25 4 Z 88LF -18" STM. S @ 0.50% 341-F-18 STM. S @ 0.5C 7o STM. MH 402 (84in) CB -802 48in) RIM EL. 958.65 RIM EL. = 956.74 MH INV. MH INV. EL. = 952.47 w INV IN N = 952.57 18" (CB-80,I) (STM. IV H 403) INV OU E = 952.4 18" (ST IV. MH 403) E = 953.11 8" (CB -7 1) CASTIN : NEENA R -2554 INV OUT SW = 949.20 36" () z 00 N 00 7 00 O 00 O N O ti N r` O M o Ln M O N(.0 O N c)) 07 (.0 N 07 N 07 N O 00 N 07 op N 07 0') U W d7 (9 W 0') (D W 0') C7 W m C� W 0) U' W d7 (D W CF) (D W LL LL LL LL LL LL LL LL 970 1 970 965 1 965 E PROFILE 960 960 955 1 955 950 1 950 945 1 945 940 940 00 � 00 LO O m (D W n ■ / / / / / i / / SCALE ( IN FEET) 975 970 965 '•1 955 c 0 C W tiw C i U) a� U N L U Q un a� w L !7? 0<w OfOZ cf) D 'If- Qxw oW� U z ¢FW mow¢ 0- U)2Ww QxW 0z U)zc W ��w0 H Q z W H x U H m } W � J 2 0, 0 W U d Q OU m 01 Q 3: d � J a 7F -T m z 0 n a it U U w 0 z O w W x n m m co v O z U 0 to �o W 0 D cr w W x 0 950 O O U) CB -701 (48in) Q 945 XISTING GRADE P OFILE ~ O) RIM E . = 957.73 o Q INV OUT 3W = 953.73 18" (STM. MH 402) z a LL H 0� CASTING: NEENAH R -2554 r Q H O 00 FINISHED GRADE PROFILE } L00n m J _j CO 0 2 LLI z J J U U 1241-F -18" STM. S @ 0.50% 2 Q U 0 O (n m U 8" M �� Z O STM. MH 402 (84in) < RIM EL. 958.65 Q MH INV. EL. = 949.20 w INV INN = 949.30 30" (STM. IV H 403) INV INN E = 953.11 8" (CB -7 1) INV OUT SW = 949.20 36" () z CASTING: NEENAH R -1733 2 � (0 co ao ti O� T7 O N 000 O M w� 00 M I-- 07 O 07 O O O O 07 O 0) � � � � � d7 m 0') U' W (D W (9 W 0 W (D W (D W 0 W (D W (D W LL LL LL LL LL LL LL LL LL / / / / / i / / SCALE ( IN FEET) 975 970 965 '•1 955 c 0 C W tiw C i U) a� U N L U Q un a� w L !7? 0<w OfOZ cf) D 'If- Qxw oW� U z ¢FW mow¢ 0- U)2Ww QxW 0z U)zc W ��w0 H Q z W H x U H m } W � J 2 0, 0 W U d Q OU m 01 Q 3: d � J a 7F -T m z 0 n a it U U w 0 z O w W x n m m co v O z U 0 to �o W 0 D cr w W x 0 +00 0 +50 1 +00 1 +50 1 +94 0 +00 0 +50 1 +00 1 +50 2 +00 2 +17 SHEET. C6.11 3 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:59 PM © 2016 WIDSETH SMITH NOLTING 0 950 O O U) 0 Q 945 ti U -j ~ O) o� o Q m w U) z a LL H 0� N Q Lu r Q H O 00 m W w U } L00n m J _j CO 0 2 LLI z J J U U z 2 Q U 0 O (n 0 U 0 +00 0 +50 1 +00 1 +50 1 +94 0 +00 0 +50 1 +00 1 +50 2 +00 2 +17 SHEET. C6.11 3 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:59 PM © 2016 WIDSETH SMITH NOLTING 950 U) Q 945 U -j ~ O) w U) z LL H 0� ix W 940 w w o w 00 w U cn m L00n J _j 0 Z O rn J J U LPL 0 +00 0 +50 1 +00 1 +50 1 +94 0 +00 0 +50 1 +00 1 +50 2 +00 2 +17 SHEET. C6.11 3 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C06- UT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:51:59 PM © 2016 WIDSETH SMITH NOLTING CONCRETE PAVING SCHEDULE CONCRETE AGGREGATE SAND 0 DESCRIPTION 0 REINFORCEMENT DEPTH BASE SUBBASE A TRANSFORMER /GENERATOR (ON FOOTINGS) 10" 10" 12" WOVEN WIRE FABRIC /REBAR B LOADING DOCK 8" 8" 12" WOVEN WIRE FABRIC /REBAR C SIDEWALK - PRIVATE 5" 5" NONE SEE DB C211 z Q WOVEN WIRE FABRIC D STORAGE YARD ENTRANCE 8" 8" 12" #4 STEEL @ 16" O.C. E STORAGE YARD, AUTO CENTER ENTRANCE, CARWASH, } m w co DUMPSTER, MOTORCYCLE PARKING (WITH THICKENED 6" 6" 12„ WOVEN WIRE FABRIC & REBAR Z EDGE) 7 F Q W m WOVEN WIRE FABRIC WITH REBAR F TANK FARM 6" NONE NONE U BLOCKOUTS NOTE: BITUMINOUS PAVEMENT SECTIONS ARE SHOWN ON CONSTRUCTION DETAILS PLAN SHEET 0 I m U) �U) 00 w� CD -� c O z �— SEE CONSTRUCTION DETAIL PLAN SHEETS FOR APRON DETAIL (TYP.) lf9Fl r --I Z r r �71 r Nm mm Z I I I----- - - - - -- I I I I I I I I J UJ l L . 7 C A A 4_ �4? U) s - - -- SEE DB C217C & C219 - - - -- J =. C7 / C) d / y / E �o I / r � I ' I i I II 1m �Q �c / / / / / / / / / / / / O' / / / / \ V z F_ J O z C� C i W U) 0 ►i i 0 w a� a� U U Q Q) a� .nn w 0< CL O z U� 0�W � W � w woo Q U) Z W xo CL0w :o �p 0 W, U } }m J LL } � J W 0 U a Q m of Q W d — ct co >Q Tm z 0 U W 0 U) Z O W W n cD 00 0 Z CU J 0 N Q 0 W 0 D K W w Q U LIGHT DUTY BITUMINOUS PAVEMENT i i HEAVY DUTY BITUMINOUS PAVEMENT IL a U ~ O _j w i � w z LL NORTH w 0- O Z w J J w O J a w ILL a- U (� 0 80 160 1 J O 5; a SCALE ( IN FEET) SHEET NO. C/ET.0 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C07- PV- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:52:39 PM © 2016 WIDSETH SMITH NOLTING O 0 0 C) z O N 3: O 0 CO z Q g O } m w co m W Z Y 7 F Q W m O � 2 0 U LIGHT DUTY BITUMINOUS PAVEMENT i i HEAVY DUTY BITUMINOUS PAVEMENT IL a U ~ O _j w i � w z LL NORTH w 0- O Z w J J w O J a w ILL a- U (� 0 80 160 1 J O 5; a SCALE ( IN FEET) SHEET NO. C/ET.0 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C07- PV- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:52:39 PM © 2016 WIDSETH SMITH NOLTING r---- T-------------- I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I lips I I I I I I I I I I I I I I I I I I 2 - 6" SOLID YELLOW LINE 2.0' BETWEEN PAIRS, CENTERED BETWEEN DOORS (12 TOTAL @ 150 LN. FT. EACH) ---- - - - - -- — I I I I I I I I I I I I � I I I I ' I I _J I I I 31 I•• I I I I I I I I I I I P31 I I I I I I I I I I I I I t -I -- I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I L---- L------- - - - - -- I I I I I I n^ `T+ I I C^ I I C/) i I p I I c I I -n I I C I I I I _ I I r I I Z I I I P1 - - - - - - - -- - =- - - - - -L— ------------------------------------ - - - - -- -------------------------------------- - - - --7 I / I 4" DOUBLET SOLID YELLOW I ` L------------------------------------------------------------------- - - - - -- STOP SIGN STOP SIGN / SEE NOTE 1. / P3 P3 P3 P3 ST O x x P SIGN r � I I 4 4" 40' SOLID YELLOW I / \ P 1 L— —_ -- ` —�— — ,ti i P P / 4 SOLID WHITE SEE DETAIL DB -E104 (TYP.) �' 1 % PI ' I / //� / STOP SIGN / Pw: w�,]j (j) i I f it P SEE DETAIL //; A / / ; MONUMENT SIGN \ \ \ \\ DB -E105 I i Pi / i (SEE SHEET A50.1 & S50.1) \\ DB -E101 (TYP.) w P' STOP SIGN r STOP SIGN (n STRIPE PER CANOPY FLOOR PLAN N m m SEE DETAIL U) m DB -E105A (TYP.) n D 4" SOLID YELLOW AT BITUMINOUS EDGE 4" DASHED YELLOW AT CENTERLINE (TYP.) w w w n 1 I° 1 �6 1 . I I Q II � I I � I I •w �4" DOUBLE SOLID YELLOW HIMM SEE DETAIL DB -E102 (TYP.) IN 0 IF PII - -- -� -� L - - - - -- u P ; I 4" DOUBLE' SOLID YELLOW,,. \J I \ \ \ \ Pi 1 STOP SIC II I I 4" DOUBLE P SOLID YELLOW IIII I III (STOP ISIGN' I IPi I 4" DOUBLE MONUMENT SIGN (SEE SHEET A50.1 & S50.1) SOLID YELLOW / / 77 177 PI / ESTOP SIGN \ \ \ \\ �`' SEE NOTE 1. P P1 P 4" SOLID WHITE STOP SIGN -� ------------------------------------------------------ - - - - -J �� II II I I I I V Z J O Z 2 `: i W tip .E t I✓ m 0 w 4 0 N U Q Qi C I✓ W Of 0<w CL z U OfOz 0 O1j w Ow w j� z < W -j �WQ U � Z wp0 >- �U7)5 z w jw0 U) 0 d of =Do 0 U) 0 F � U X00} � J L va¢ mOQ wa- u) LU Q _ � H Tm z O n E U U w 0 z O w Of w of n CID rn m co 0 z U 0 ui D w 0 D u.i w Q U 0 F'7 0 r---- T-------------- I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I lips I I I I I I I I I I I I I I I I I I 2 - 6" SOLID YELLOW LINE 2.0' BETWEEN PAIRS, CENTERED BETWEEN DOORS (12 TOTAL @ 150 LN. FT. EACH) ---- - - - - -- — I I I I I I I I I I I I � I I I I ' I I _J I I I 31 I•• I I I I I I I I I I I P31 I I I I I I I I I I I I I t -I -- I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I L---- L------- - - - - -- I I I I I I n^ `T+ I I C^ I I C/) i I p I I c I I -n I I C I I I I _ I I r I I Z I I I P1 - - - - - - - -- - =- - - - - -L— ------------------------------------ - - - - -- -------------------------------------- - - - --7 I / I 4" DOUBLET SOLID YELLOW I ` L------------------------------------------------------------------- - - - - -- STOP SIGN STOP SIGN / SEE NOTE 1. / P3 P3 P3 P3 ST O x x P SIGN r � I I 4 4" 40' SOLID YELLOW I / \ P 1 L— —_ -- ` —�— — ,ti i P P / 4 SOLID WHITE SEE DETAIL DB -E104 (TYP.) �' 1 % PI ' I / //� / STOP SIGN / Pw: w�,]j (j) i I f it P SEE DETAIL //; A / / ; MONUMENT SIGN \ \ \ \\ DB -E105 I i Pi / i (SEE SHEET A50.1 & S50.1) \\ DB -E101 (TYP.) w P' STOP SIGN r STOP SIGN (n STRIPE PER CANOPY FLOOR PLAN N m m SEE DETAIL U) m DB -E105A (TYP.) n D 4" SOLID YELLOW AT BITUMINOUS EDGE 4" DASHED YELLOW AT CENTERLINE (TYP.) w w w n 1 I° 1 �6 1 . I I Q II � I I � I I •w �4" DOUBLE SOLID YELLOW HIMM SEE DETAIL DB -E102 (TYP.) IN 0 IF PII - -- -� -� L - - - - -- u P ; I 4" DOUBLE' SOLID YELLOW,,. \J I \ \ \ \ Pi 1 STOP SIC II I I 4" DOUBLE P SOLID YELLOW IIII I III (STOP ISIGN' I IPi I 4" DOUBLE MONUMENT SIGN (SEE SHEET A50.1 & S50.1) SOLID YELLOW / / 77 177 PI / ESTOP SIGN \ \ \ \\ �`' SEE NOTE 1. P P1 P 4" SOLID WHITE STOP SIGN -� ------------------------------------------------------ - - - - -J �� II II I I I I V Z J O Z 2 `: i W tip .E t I✓ m 0 w 4 0 N U Q Qi C I✓ W Of 0<w CL z U OfOz 0 O1j w Ow w j� z < W -j �WQ U � Z wp0 >- �U7)5 z w jw0 U) 0 d of =Do 0 U) 0 F � U X00} � J L va¢ mOQ wa- u) LU Q _ � H Tm z O n E U U w 0 z O w Of w of n CID rn m co 0 z U 0 ui D w 0 D u.i w Q U / Z a Q J / U a / j O C� / J W Z w Z d NOTES: ' a U- Ilf - cn 1. TURN ARROWS IN ACCORDANCE WITH MINNESOTA NORTH W O O Q MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES -i [)� w LIL (MN MUTCD) - Z 0 80 160 J J ZO cn SCALE ( IN FEET) SHEET NO. CV■O J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C08- ST- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:53:19 PM © 2016 WIDSETH SMITH NOLTING 0 0 0 0 ro I— z o ° o O m w W u) w w a o ca w m m W m W D 6i z 6mi U z 2 m Q U U u) O U / Z a Q J / U a / j O C� / J W Z w Z d NOTES: ' a U- Ilf - cn 1. TURN ARROWS IN ACCORDANCE WITH MINNESOTA NORTH W O O Q MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES -i [)� w LIL (MN MUTCD) - Z 0 80 160 J J ZO cn SCALE ( IN FEET) SHEET NO. CV■O J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C08- ST- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:53:19 PM © 2016 WIDSETH SMITH NOLTING G qS G qS \ Fp c \ GI's / Gqs V / UG P5 pO \ C 5 G,qS FOC \\ \ UGF F C \ �/ O \ GqS \ \ FO\ GqS ,c0 \ GqS C UGF \ O G FOB GG / / / / / / / O / z / / / / / / / 0 10 20 / / SCALE ( IN FEET) F \ � \\ Q c \ UGF SO / \ \ GqS \ \ \�Py FOC \ UGF GqS � C \ � HF4S FF pc POO FOC \ F C FOC \ y \ FpC \ J F OC OC \ C OC \ I`v app GqS FOC IF \\ \\ \ F FOC \ pC G qS \ \ \ \\ GqS I \ \\ 7 \ \ \\ GqS e \ 7- \ \\ Gq \\ S REFER TO PAVINGPEA.v FOR PAVING OF TURN LANE \ \\ / \ \ \ \\ / GqS AREA (SHADED) \ q '\ c \\ qS 7 \ \ Gq \\ S \\ 7 \\ S \ \ \ \\ GqS \ � REFER TO SIGNING AND STRIP%G PLAN Gg19 ^� FOR TURN LANE PAVEMENT MARK NrS \ \ Gq \ \\ S \\ \\ / Gqs c \\ qS � \ \ Gq \\ S O B618 CONCRETE CURB AND GUTTER (TYP. ) 30' R FROM FACE OF CURB 00 4 Fp C 4 / / / / / / / / / / / / / / / / / / / / / / / / / / / U L /\ 4, / / SEE REMOVALS PLAN SHEET C2.1 FOR REMOVAL OF EXISTING CONCRETE CURB, GUTTER, AND SAW \ CUTTING SEE UTILITY PLAN SHEETS FOR / REMOVAL AND RELOCATION OF STORM SEWER CATCH BASIN \ GqS G,yS �pC GqS \ / / OC GqS GqS I / \ Poc FOO I / \ I I I i I n I / J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C09- TL- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:53:59 PM © 2016 WIDSETH SMITH NOLTING V Cu +u CZ Z N O J 0W Z CZ a� V! 0 U N 2 U Q W WCZ W ° Of z OQW d Z 0 � Oz Z) of- 0 1 W W C) Z Q W mow¢ U � z WW E 2; CL U) W ` z w- -i W 0- CL 0 la� Z d • (n 0 L W L O U L Q W W F L m } o J � 0 L WQQ� CL } mof Q= w EL W<<L } m z O n it U U w 0 z O w x co rn 00 co 0 z U J cD 0 w Q D w 0 D w w Q U_ w w Q 0 0 0 0 0 ° o O L00 z a 2 o m W m CO W 2 z w W U Z w ED 0 co O U Q U ~ J O w U) z � Of F-- d O UJ O LL U_ (n U) I- J J Z J J O 2 2 2 SHEET NO. C9.0 W Z J Z 0 O Q W J W U V � Z EZ m NO. 4 REBAR (SEE NOTE) J INCIDENTAL TO VALLEY GUTTER c 00 O ILLJ Za� i ° e d d ® ° a d i /wJ _ I � U 2 N VARIES SEE PLAN DIMENSION 1' -0" 6" Q (5-0 ", 8' -0 ") TYP. W — 1' -61 TYP. a SECTION A -A En ILL! 1 2" BITUMINOUS MIXTURE SPWEC340C 2.0" BITUMINOUS MIXTURE SPWEC340C NOTE: QUANTITIES OF NO. 4 RE VARIES BITUMINOUS MATERIAL FOR TACK COAT BITUMINOUS MATERIAL FOR TACK COAT BAR WITH WIDTH OF VALLEY GUTTER 2" BITUMINOUS MIXTURE SPNWC330B 2.0" BITUMINOUS MIXTURE SPNWC330B 5-0" WIDE = 4 NO. 4 REBAR 8' -0" WIDE = 8 NO. 4 REBAR 7" AGGREGATE BASE CLASS V 9" AGGREGATE BASE CLASS V COMPACTED SUBGRADE COMPACTED SUBGRADE CURB AND GUTTER Ofo Of z ° Z o D wOz 7 -1 > 0 >o �w W, W O z LIGHT DUTY BITUMINOUS PAVEMENT SECTION HEAVY DUTY BITUMINOUS PAVEMENT SECTION Oz) 3 <-U) Z Q�w J W Q Wooer o 9- U) Q�W, Z NOTE: U) THIS DIM. PAID AS CONTRACTION JOINT ° z � o ° ° L.F. OF Q o a w W Q CURB AND GUTTER } m } w EXPANSION JOINTS (TYP.) o w<<0 a m Of Q of a�_ TYPICAL BITUMINOUS PAVEMENT SECTIONS CURB AND GUTTER } m NOT TO SCALE z O TYPICAL VALLEY GUTTER DETAIL a NOT TO SCALE U w 0 z O w Of I I I I � I� w O O o I O O O fV ° o o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - -- ° z O m o D J co �Q z J z o —29'1" " FROM GRID LINE 3 } m m o w m O O z w� U z Q U U U) O 2 U O Z IT 28'6" FROM GRID LINE c- I D� I o -n ORIENTATE THESE 2 BOLT O m HOLES PARALLEL WITH WALL m ------------------------- 7> ---- - - - --- - w Do _ _ _ _ - ° _ _ _ _ _ _ - - - - - - - NOTE: SET ELEVATION OF FIRE RISER S SHOWN ON SHEET _3 w -1 FP (7" ABOVE FINISHED FLOOR). U) Z w — Q ~ LL Z o 0 0 0 CO - �� w a° w O —1 w L) M _ J J Z RETAIL STORE FIRE RISER DETAIL AUTO SERVICE DOMESTIC WATER RISER DETAIL Z ° (5:1 SCALE) (5 :1 SCALE) ) SHEET NO. C 10.0 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C10- DT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:55:06 PM © 2016 WIDSETH SMITH NOLTING V o Z EZ m 0 J O� w Z H U N 2 U i Q W to .� EZ ILL] Of z d °zp 0 Of °Z) c) >� o O�w z co W w Oj� U z J Q W iZ U J O O U�zQ o 4 A wo0� 41 CL >— d ZUjU-Z w < w OZ Q �Z D w =7p0 DOOR WIDTH ~ 0 Z- W F U co � M W W J = w LL af U 0- w mofQ� O O TOP VIEW w a Q J W Q Q w O O 41-411 O O } m z 0 a U w W 6" DUCTILE IRON w FIRE RISER w Of DOOR WIDTH (VARIES) W of w a 0 OVERHEAD DOOR °o 0 C) z o ° o 41 GT-F= ET ELEVATION OF FIRE RISER AS SHOMINIK8191 SHEET LO FP -1 ( BOVE FINISHED FLOOR). Z W U) af o a o FFE = 100.00' } m 2.. 999.95' 2 z W n W W U Z O U O0 END VIEW ACCESSORY BUILDING FIRE RISER DETAIL 1" = 1' SCALE ACCESSORY BUILDING GARAGE DOOR APRON NOT TO SCALE Q J 0 J J W H r W W Z o � W 0 d 0 H W 0 E' 0- U_ w U) U) � N J_ J_ z Z 0 0 W � � 2 U SHEET NO. C10.1 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \CIVIL \C10- DT- 0115B0070.dwg Plotted by: Mike Rude 5/31/2016 4:55:10 PM © 2016 WIDSETH SMITH NOLTING n C � G fi7i MUM M •1 + �+++++++++++++++++++++++++ Y / / / / � i S I I I I I I it •t. I III J / / 0 S EAST PROPERTY LINE EXISTING TREES INVENTORY: - 2" ELM (QUANTITY = 3) - 3" ELM (QUANTITY = 3) \- 3" SPRUCE (QUANTITY = 6) - 4" SPRUCE (QUANTITY = 24) - 6" SPRUCE (QUANTITY = 36) \ - 8" SPRUCE (QUANTITY = 7) WEST PROPERTY LINE EXISTING TREES INVENTORY: 2!..._.. ... iii►.. :.. ..�: SYMBOL COMMON NAME SCIENTIFIC NAME I QTY HEIGHT WIDTH ZONE z U OjE + + I + N y • / / Coniferous Trees /+ + + + I + + + + LL ��WO OIw z F + + + + I + + + + + I 60' 40' + + + + + + + + + + 6' B &B 214 40' 15' 2b ►� 2 O + + w + + + + + + + + + + + z +�+ + + + + + + + �> a a. + 96 60' 40' 4a Q HI Honey locust - Imperial Gleditsia triacanthos 'Impcole' I 32 p p� . p � II'll ,..AlI17L,lll .II�IIVh. 4b f Lilac Japanese Tree - Ivory Silk + + 1.5" - 2" Cal. 24 25' 20' 3a w♦ r r Linden - Boulevard Tilia americana'Boulevard' 2" Cal. Ivy iii wiag 60' 30' 3b MS Maple - Fall Fiesta Sugar Acer saccharum 2" Cal. /+ + + + + + + ';7jjller'�• + + + + + / /+ �I!I- �1`'•� °iii,; Coniferous Shrubs 2 MIII n C � G fi7i MUM M •1 + �+++++++++++++++++++++++++ Y / / / / � i S I I I I I I it •t. I III J / / 0 S EAST PROPERTY LINE EXISTING TREES INVENTORY: - 2" ELM (QUANTITY = 3) - 3" ELM (QUANTITY = 3) \- 3" SPRUCE (QUANTITY = 6) - 4" SPRUCE (QUANTITY = 24) - 6" SPRUCE (QUANTITY = 36) \ - 8" SPRUCE (QUANTITY = 7) WEST PROPERTY LINE EXISTING TREES INVENTORY: 2!..._.. ... iii►.. :.. ..�: I ��IIIII� R,� ►3 - 2" ELM (QUANTITY = 8) - 3" ELM (QUANTITY = 2) SOUTH PROPERTY LINE EXISTING TREES INVENTORY: - 2" ELM (QUANTITY = 6) - 3" ELM (QUANTITY = 1) - 3" SPRUCE (QUANTITY = 1) NORTH PROPERTY LINE EXISTING TREES INVENTORY: - 3" ELM (QUANTITY = 7) m m Li m to m -1 EMIL C N I N N N IN .J I � � 2 I I� GENERAL NOTES 1. AREAS IDENTIFIED AS "MULCH" ARE TO RECIEVE 3" OF 1.5" RIVER ROCK MULCH OVER MNDOT GEOTEXTILE - FILTER 2. 2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. 4. REMOVE ALL BURLAP FROM THE TOP OF ROOTBALL. REMOVE ALL GREEN TREATED BURLAP. REMOVE ALL PLANT IDENTIFICATION TAGS FROM ALL PLANT MATERIALS. 5. KEEP ALL PLANT MATERIALS MOIST AND SHADED UNTIL PLANTED. 6. FOR CONTAINER PLANTS: MAKE 4 TO 5 VERTICAL CUTS IN ROOTBALL AFTER PLANT HAS BEEN REMOVED. MAKE CUT 1/2" DEEP. PLANT IMMEDIATELY. 7. SPREAD MULCH SO THAT IT IS NOT IN CONTACT WITH WOODY BASE OF PLANT. 8. WHERE TREES ARE LOCATED IN OPEN GRASS AREAS, MULCH AT BASE OF TREES SHOULD BE ENCLOSED BY EDGING AND BE 5-0 IN DIAMETER. 9. MULCH TO BE CONTAINED BY 5" ROLL TOP PVC EDGING. EDGING TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. EDGING IS NOT REQUIRED WHEN ADJACENT TO CURB, WALLS, OR WALKS. 10. SOD ALL DISTURBED AREAS. (SEE SHEET C4.0) 11. LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. 12. LANDSCAPE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE. 13. FINE GRADING AND EDGING SHALL BE APPROVED PRIOR TO PLANTING OPERATIONS. 14. PLANT MATERIAL SHALL NOT BE INSTALLED IN AN AREA WHICH WILL CAUSE HARM TO ADJACENT STRUCTURES. NOTIFY THE ARCHITECT SHOULD CONFLICTS ARISE. 15. UNLESS OTHERWISE NOTED, FINISH GRADE OF PLANTING AREAS SHALL BE 2" BELOW ADJACENT PAVING. TAPER 4" DEPTH MULCH TOP DRESSING TO 1/2" BELOW ADJACENT PAVING (1 1/2" DEPTH) WITHIN 2" OF PAVING. 16. ALL EXISTING TREES, SHRUBS, VINES AND GROUND COVERS TO REMAIN SHALL BE PROTECTED. ANY DAMAGE CAUSED BY CONTRACTOR'S WORK OR NEGLIGENCE SHALL BE REPLACED OR REPAIRED AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER. 17. LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED. 18. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURB AND GUTTER, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT NO COST TO OWNER. 19. UNDERGROUND SERVICES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF EXISTING TREES TO REMAIN. 20. LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIALS ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BEGINNING OF WORK. 21. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY HAVE OCCURRED PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 22. EXISTING TREES OR SIGNIFICANT SHRUB MASSING FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING PLANT MATERIALS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO REMOVAL. 23. EXISTING TREES TO REMAIN, UPON DIRECTION OF ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD, DAMAGED AND RUBBING BRANCHES. 24. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST. DETAILS TAKE PRECEDENCE OVER NOTES. PLANTING NOTES 1. LANDSCAPE CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR RELATION TO ADJACENT PLANTS, STRUCTURES OR VIEWS. CONTRACTOR TO OBTAIN APPROVAL FROM ARCHITECT PRIOR TO INSTALLATION. 2. PLANT LOCATIONS ARE DIAGRAMMATIC AND MAY BE ADJUSTED IN THE FIELD AT THE ARCHITECT'S REQUEST PRIOR TO INSTALLATION. OBTAIN APPROVAL OF PLANT LAYOUT FROM ARCHITECT PRIOR TO PLANTING. 3. ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER WITHIN 3 HOURS OF PLANTING. 4. THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY. 5. LANDSCAPE CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING TOPSOIL TO A MINIMUM DEPTH OF 10 ". ROLL SUBGRADES TO PREVENT SETTLING. 6. LANDSCAPE CONTRACTOR SHALL USE SALVAGED TOPSOIL FREE OF WEEDS, RHIZOMES, ROCKS, STICKS AND OTHER DELETERIOUS MATERIAL. CONTRACTOR SHALL BRING TO FINISH GRADE WITH 12" OF TOPSOIL IN ALL LAWNS AREAS, AND 12" OF TOPSOIL IN ALL LANDSCAPE BEDS AND GREEN SPACES. 7. LANDSCAPE CONTRACTOR SHALL REMOVE SOD, CONTAMINATED SOILS AND MISCELLANEOUS WASTE MATERIALS FROM AREAS TO BE PLANTED AND SEEDED. CONTRACTOR SHALL LOOSEN COMPACTED SUBSOILS BY TILLING AND PLACING SALVAGED TOPSOIL AS REQUIRED TO RESTORE GRADES AND MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING. VERIFY FINAL LIMITS OF AREAS WITH ARCHITECT PRIOR TO COMMENCING OPERATIONS. 8. KEEP ALL PLANT MATERIALS MOIST AND SHADED UNTIL PLANTED. 9. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS GRANTED BY THE ARCHITECT TO THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF BID. 10. PLANT MATERIALS TO BE INSTALLED PER PLANT DETAILS. 11. PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OR OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF 10 OZ. OF GRANULAR 10 -0 -5 PER 2.0" CALIPER TREE AND 6 OZ. PER SHRUB. 12. SHRUB BEDS ARE TO RECEIVE APPLICATION OF PRE - EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) FOLLOWED BY 4" DEEP MULCH. 13. LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS FROM DATE OF SUBSTANTIAL COMPLETION. MATERIAL SYMBOL COMMON NAME SCIENTIFIC NAME MIN. SIZE QTY HEIGHT WIDTH ZONE z U OjE + + + + + N y • / / Coniferous Trees /+ + + + + + + + + LL ��WO OIw z F + + + + PA + + + + + 215 60' 40' + + + + + + + + + + 6' B &B 214 40' 15' 2b 2 O + + w + + + + + + + + + + + z +�+ + + + + + + + + + 96 60' 40' 4a Q HI Honey locust - Imperial Gleditsia triacanthos 'Impcole' 1.5" - 2" Cal. 32 // 30' 4b LJT Lilac Japanese Tree - Ivory Silk + + 1.5" - 2" Cal. 24 25' 20' 3a LB Linden - Boulevard Tilia americana'Boulevard' 2" Cal. 10 60' 30' 3b MS Maple - Fall Fiesta Sugar Acer saccharum 2" Cal. /+ + + + + + + + + + + + + / /+ Coniferous Shrubs + + + + + + + + + + + + : Juniper - Andorra Juniperus horizontalis'Andorra' 2 GAL. CONTAINER + + + 10' 2b + + Juniper - Blue Star / 2 GAL. CONTAINER I+ + + + + + + + + + Deciduous Shrubs L - - -- 7- Alpine Currant -- - - - - -- --- --� l 6' 2a SAW Spirea - Anthony Waterer Spirea x Bulmalda 2 GAL. CONTAINER 1 24 1 3' 1 4' 1 3b I ��IIIII� R,� ►3 - 2" ELM (QUANTITY = 8) - 3" ELM (QUANTITY = 2) SOUTH PROPERTY LINE EXISTING TREES INVENTORY: - 2" ELM (QUANTITY = 6) - 3" ELM (QUANTITY = 1) - 3" SPRUCE (QUANTITY = 1) NORTH PROPERTY LINE EXISTING TREES INVENTORY: - 3" ELM (QUANTITY = 7) m m Li m to m -1 EMIL C N I N N N IN .J I � � 2 I I� GENERAL NOTES 1. AREAS IDENTIFIED AS "MULCH" ARE TO RECIEVE 3" OF 1.5" RIVER ROCK MULCH OVER MNDOT GEOTEXTILE - FILTER 2. 2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH, AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. 4. REMOVE ALL BURLAP FROM THE TOP OF ROOTBALL. REMOVE ALL GREEN TREATED BURLAP. REMOVE ALL PLANT IDENTIFICATION TAGS FROM ALL PLANT MATERIALS. 5. KEEP ALL PLANT MATERIALS MOIST AND SHADED UNTIL PLANTED. 6. FOR CONTAINER PLANTS: MAKE 4 TO 5 VERTICAL CUTS IN ROOTBALL AFTER PLANT HAS BEEN REMOVED. MAKE CUT 1/2" DEEP. PLANT IMMEDIATELY. 7. SPREAD MULCH SO THAT IT IS NOT IN CONTACT WITH WOODY BASE OF PLANT. 8. WHERE TREES ARE LOCATED IN OPEN GRASS AREAS, MULCH AT BASE OF TREES SHOULD BE ENCLOSED BY EDGING AND BE 5-0 IN DIAMETER. 9. MULCH TO BE CONTAINED BY 5" ROLL TOP PVC EDGING. EDGING TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. EDGING IS NOT REQUIRED WHEN ADJACENT TO CURB, WALLS, OR WALKS. 10. SOD ALL DISTURBED AREAS. (SEE SHEET C4.0) 11. LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. 12. LANDSCAPE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATION OF ALL EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH WORK TO BE DONE. 13. FINE GRADING AND EDGING SHALL BE APPROVED PRIOR TO PLANTING OPERATIONS. 14. PLANT MATERIAL SHALL NOT BE INSTALLED IN AN AREA WHICH WILL CAUSE HARM TO ADJACENT STRUCTURES. NOTIFY THE ARCHITECT SHOULD CONFLICTS ARISE. 15. UNLESS OTHERWISE NOTED, FINISH GRADE OF PLANTING AREAS SHALL BE 2" BELOW ADJACENT PAVING. TAPER 4" DEPTH MULCH TOP DRESSING TO 1/2" BELOW ADJACENT PAVING (1 1/2" DEPTH) WITHIN 2" OF PAVING. 16. ALL EXISTING TREES, SHRUBS, VINES AND GROUND COVERS TO REMAIN SHALL BE PROTECTED. ANY DAMAGE CAUSED BY CONTRACTOR'S WORK OR NEGLIGENCE SHALL BE REPLACED OR REPAIRED AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNER. 17. LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND MATERIALS SUPPLIED. 18. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURB AND GUTTER, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT NO COST TO OWNER. 19. UNDERGROUND SERVICES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF EXISTING TREES TO REMAIN. 20. LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIALS ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BEGINNING OF WORK. 21. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF SUBSTANTIAL COMPLETION. REPAIR OF ACTS OF VANDALISM OR DAMAGE WHICH MAY HAVE OCCURRED PRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 22. EXISTING TREES OR SIGNIFICANT SHRUB MASSING FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING PLANT MATERIALS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO REMOVAL. 23. EXISTING TREES TO REMAIN, UPON DIRECTION OF ARCHITECT, SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD, DAMAGED AND RUBBING BRANCHES. 24. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIES EXIST. DETAILS TAKE PRECEDENCE OVER NOTES. PLANTING NOTES 1. LANDSCAPE CONTRACTOR SHALL LAY OUT PLANT MATERIAL PER PLAN AND FACE TO GIVE BEST APPEARANCE OR RELATION TO ADJACENT PLANTS, STRUCTURES OR VIEWS. CONTRACTOR TO OBTAIN APPROVAL FROM ARCHITECT PRIOR TO INSTALLATION. 2. PLANT LOCATIONS ARE DIAGRAMMATIC AND MAY BE ADJUSTED IN THE FIELD AT THE ARCHITECT'S REQUEST PRIOR TO INSTALLATION. OBTAIN APPROVAL OF PLANT LAYOUT FROM ARCHITECT PRIOR TO PLANTING. 3. ALL NEWLY PLANTED MATERIAL SHALL BE THOROUGHLY SOAKED WITH WATER WITHIN 3 HOURS OF PLANTING. 4. THIRTY DAYS AFTER PLANTING, CONTRACTOR SHALL RE -STAKE AND STRAIGHTEN TREES AS NECESSARY. 5. LANDSCAPE CONTRACTOR SHALL THOROUGHLY LOOSEN ANY COMPACTED SUBGRADES PRIOR TO PLACING TOPSOIL TO A MINIMUM DEPTH OF 10 ". ROLL SUBGRADES TO PREVENT SETTLING. 6. LANDSCAPE CONTRACTOR SHALL USE SALVAGED TOPSOIL FREE OF WEEDS, RHIZOMES, ROCKS, STICKS AND OTHER DELETERIOUS MATERIAL. CONTRACTOR SHALL BRING TO FINISH GRADE WITH 12" OF TOPSOIL IN ALL LAWNS AREAS, AND 12" OF TOPSOIL IN ALL LANDSCAPE BEDS AND GREEN SPACES. 7. LANDSCAPE CONTRACTOR SHALL REMOVE SOD, CONTAMINATED SOILS AND MISCELLANEOUS WASTE MATERIALS FROM AREAS TO BE PLANTED AND SEEDED. CONTRACTOR SHALL LOOSEN COMPACTED SUBSOILS BY TILLING AND PLACING SALVAGED TOPSOIL AS REQUIRED TO RESTORE GRADES AND MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING. VERIFY FINAL LIMITS OF AREAS WITH ARCHITECT PRIOR TO COMMENCING OPERATIONS. 8. KEEP ALL PLANT MATERIALS MOIST AND SHADED UNTIL PLANTED. 9. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS GRANTED BY THE ARCHITECT TO THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF BID. 10. PLANT MATERIALS TO BE INSTALLED PER PLANT DETAILS. 11. PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OR OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF 10 OZ. OF GRANULAR 10 -0 -5 PER 2.0" CALIPER TREE AND 6 OZ. PER SHRUB. 12. SHRUB BEDS ARE TO RECEIVE APPLICATION OF PRE - EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) FOLLOWED BY 4" DEEP MULCH. 13. LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS FROM DATE OF SUBSTANTIAL COMPLETION. MATERIAL SYMBOL COMMON NAME SCIENTIFIC NAME MIN. SIZE QTY HEIGHT WIDTH ZONE z U OjE J Q w N lOL O Coniferous Trees co ZfIwiZ w O Z ili J IL z 'L Q o LL ��WO OIw z F O PA Pine - Austrian Pinus Nigra 6' B &B 215 60' 40' 3b 0 (L SBH Spruce - Black Hills Picea glauca densata 6' B &B 214 40' 15' 2b 2 O w Deciduous Trees m in o z EA Elm - Accolade Ulmus 'Morton' 2" Cal. 96 60' 40' 4a Q HI Honey locust - Imperial Gleditsia triacanthos 'Impcole' 1.5" - 2" Cal. 32 35' 30' 4b LJT Lilac Japanese Tree - Ivory Silk Syringa reticulata 'Ivory Silk' 1.5" - 2" Cal. 24 25' 20' 3a LB Linden - Boulevard Tilia americana'Boulevard' 2" Cal. 10 60' 30' 3b MS Maple - Fall Fiesta Sugar Acer saccharum 2" Cal. 100 60' 60' 3b Coniferous Shrubs JA Juniper - Andorra Juniperus horizontalis'Andorra' 2 GAL. CONTAINER 407 12" 10' 2b JBS Juniper - Blue Star Juniperus squamata' Blue Star' 2 GAL. CONTAINER 331 3' 4' 4a Deciduous Shrubs AC Alpine Currant Ribes alpinum 2 GAL. CONTAINER 22 5' 6' 2a SAW Spirea - Anthony Waterer Spirea x Bulmalda 2 GAL. 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I I I ° I 3 I ° I ° I I I o I � I I I I ° I I I ° I v ° I I n r ° pv I I I ° I ° I ° p I I I I g I I ° I I m I ° I ° I I I � I L- I L — — — — — — — — — — — — — — — — — — — — — — — — — — — -(� — — — — — — — — — — — — — — — — — — — — — — — — — f� — — — — — — — — — — — — — — — — — — — — — — — — — �'4'�— — — — — — — _ — — — — — — — — , I F-- — — — --------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — ------ - - - - -- - -- CL IZ CL I I CL I � I I I a , L -- J D_ I I I L t I f I I I V� 0Qw O + x azp I O I WOz �F> OI + x � I0 1 x 10 + W I 0 I 0 -g I Q W I Q H J O LU O W_ W Q U K Z 0 + x d Q O I 0 I U >0UO) I 0 Q�L JWUz I 0 + x d o w 0 I I + x UUw I I O J I O J I 0 + x m W I ~ W ~ I 0 I + x (If E W LL 0aQO I O CO of ¢Q I 0 uj a— J 0 + x W Q> Q W I 0 I ? I 0 + x I I 0 m I m0 I 0 I I O + x 0 ui I 0 I 0 x I I 0 I U 0 I + x F- I = I I 0 + x I I 0 BUFFER TYPE 'A' , TYP. PLANTING /100 I 0 LINEAR FEET I 0 I 0 7 JBS � 8 I I I 0 I I I 0 I I I Q I I I O I I O I I I I I 0 + I p I I I I + x + x I I I + I I I I 0 + x I 0 I I 0 + x I 0 I I 0 + I I 0 I MS 1 JA 2 2 _ 2 I ' M g SEE SHEET L1.2 — — --r— I JBS JB JA 1 — ; 8 8 S 6 2 - -N -- 2 N N I I -� LJT N N HI HI 1 3 — — 3 1 I N LJT N I _ — 2 — HI — ------ ------ - - - - - — — AC wool - - -- - - -- — — — — — — — — — — — — ----- — — ° v v p °odv 3v I I lio I 1 3 i BUFFER TYPE 'C' SUPPLEMENT EXISTING TREES WITH REMAINING QUANTITIES TO COMPLY WITH BUFFER TYPE'C' TREE REQUIREMENTS. I I I I III ° l 3 I I I I ° I p I MS I CL I , I LB 1 I ° I I Dp. MILLS FLEET FARM ° 165,296 S.F. I I I ° I 3 I ° I ° I I I o I � I I I I ° I I I ° I v ° I I n r ° pv I I I ° I ° I ° p I I I I g I I ° I I m I ° I ° I I I � I L- I L — — — — — — — — — — — — — — — — — — — — — — — — — — — -(� — — — — — — — — — — — — — — — — — — — — — — — — — f� — — — — — — — — — — — — — — — — — — — — — — — — — �'4'�— — — — — — — _ — — — — — — — — , I F-- — — — --------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — ------ - - - - -- - -- CL IZ CL I I CL I � I I I a , L -- J D_ I I I L t I f I I I V� 0Qw azp w J WOz �F> > 01 w 0 W Z 0 -g J Q W Q H J O LU 0 W_ W Q U K Z O d Q O N U >0UO) Q�L JWUz 6i d Q 0 w 0 UUw J ca J J Q m W ~ W ~ (If E W LL 0aQO CO of ¢Q H uj a— J W W Q> Q W J i } m I � V I I I - - - - -- - -- — ------- - - - - -- - -- ----------------- — — — — — — — — — — — — — — — — — — — ------------------------------------- I ACCESS�RY BUILDING 1r,583 S.F. 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SCALE ( IN FEET) L1.3 J: \0115B- MILLS \0115B0070 -Mon Ilo \0115B0070.000 New Store \CADD \CIVIL \L01- LP- 1 15B070.000.dwg Plotted by:Chris Sa erlund 6/3/2016 8:24:25 AM © 2016 WIDSETH SMITH NOLTING 0 0 I I co 0 Q H J O LU 0 (n Z LB. cf) z L o CD N U J ca = J Q m Q W Z � H H Q Z ? O m w m0 ED ui z U z F- = 0 0 (n 0 U � 0 000000000000000000000000oo00000oo ___ oQSZ�zo�s�QOOS�Q�o a Q Q w o I Lu JBS BUFFER TYPE 'A' O LL a- U Lu LINEAR FEET G/ 00 -------------------------------------------- --------------------- - - - -- J J Z J ---------------------------------------- - - - - -- - f�- ----------------------------------------------- - J J D Z 0 40 80 I 2 2 W SHEET NO. SCALE ( IN FEET) L1.3 J: \0115B- MILLS \0115B0070 -Mon Ilo \0115B0070.000 New Store \CADD \CIVIL \L01- LP- 1 15B070.000.dwg Plotted by:Chris Sa erlund 6/3/2016 8:24:25 AM © 2016 WIDSETH SMITH NOLTING I I co Z Q Q H J O LU 0- Q (n Z LB. cf) L Q 0 000000000000000000000000oo00000oo ___ oQSZ�zo�s�QOOS�Q�o a Q Q w o I Lu JBS BUFFER TYPE 'A' O LL a- U Lu LINEAR FEET G/ 00 -------------------------------------------- --------------------- - - - -- J J Z J ---------------------------------------- - - - - -- - f�- ----------------------------------------------- - J J D Z 0 40 80 I 2 2 W SHEET NO. SCALE ( IN FEET) L1.3 J: \0115B- MILLS \0115B0070 -Mon Ilo \0115B0070.000 New Store \CADD \CIVIL \L01- LP- 1 15B070.000.dwg Plotted by:Chris Sa erlund 6/3/2016 8:24:25 AM © 2016 WIDSETH SMITH NOLTING EDGING, MULCH AND FABRIC DETAIL NOT TO SCALE SHRUB PLANTING DETAIL NOT TO SCALE -N r jj �lllllll �I TREE PLANTING DETAIL NOT TO SCALE EDGING AS SPECIFIED MULCH AS SPECIFED 3" MIN. DEPTH 8" PLANTING SOIL MIN. 12" PLANTING SOIL MIN. BELOW ROOT BALL EXISTING SUBGRADE GARDEN HOSE THREADED WITH SUPPORT WIRE 3" FLEX IN WIRE 3" TO 3 Z" DIA. POST TREE WRAP TRUNK FLARE - AT FINISH GRADE LINE MULCH AS SPECIFIED, KEEP MULCH 1 -2" BACK FROM TRUNK FLARE. EDGING AS SPECIFIED 8" TOPSOIL MIN. 12" TOPSOIL MIN. BELOW ROOT BALL UNDISTURBED SUBGRADE H0 V � w Z E FINISH GRADE O z OU)� 0 EDGING AS SPECIFIED, INSTALL ACCORDING TO J 0 MFGR'S SPECIFICATIONS w¢ WZ E w OH Z o z MULCH AS SPECIFIED QIr WZ o a Z, a 0 ( � 0 c w 0 H m U) Q C� L � D W U d Q WEED BARRIER FABRIC AS SPECIFIED. LAP 6" AT 0}OolQ3: m JOINTS w Q _��� > � a W - 8" STAPLES TO ANCHOR WEED BARRIER, U) )a° TRIANGULAR SPACING 3' O.C. AND 1' O.C. LINEAR Q SPACING AT JOINTS uiw EDGING AS SPECIFIED MULCH AS SPECIFED 3" MIN. DEPTH 8" PLANTING SOIL MIN. 12" PLANTING SOIL MIN. BELOW ROOT BALL EXISTING SUBGRADE GARDEN HOSE THREADED WITH SUPPORT WIRE 3" FLEX IN WIRE 3" TO 3 Z" DIA. POST TREE WRAP TRUNK FLARE - AT FINISH GRADE LINE MULCH AS SPECIFIED, KEEP MULCH 1 -2" BACK FROM TRUNK FLARE. EDGING AS SPECIFIED 8" TOPSOIL MIN. 12" TOPSOIL MIN. BELOW ROOT BALL UNDISTURBED SUBGRADE H0 OQw w luoz 7 < > 0 1 OUjw O z OU)� J ¢Fw a O w O J LL a U U) U 0 C w¢ WZ E o OH Z o z � QIr WZ o a Z, a 0 W F "Wo 0 c w 0 H m = Q }mJw W J 2 0 Lo � D W U d Q 0}OolQ3: F wa —Q J w Q _��� > ? O m z 0 n a FY U U) W 0 U) Z 0 LD w w of w a 0 LL SHEET NO. L1.4 0 m0 in 0 U ~ O LLI (n Z w Z LL � 0 w a O w O J LL a U U) U 0 C J J Z J_ J O Q Z o z � o N _ 0 cn 0 U m = Q Q Lo W U) Z F F Q ? ? O LL SHEET NO. L1.4 W m0 in m U ~ O LLI (n Z w Z LL � J a o w a O w O J LL a U U) U 0 J J Z J_ J O Q Z � m Q U _ 0 cn 0 U LL SHEET NO. L1.4 U ~ O LLI (n Z w Z LL � J a o a O w O J LL a U U) U w Q C) a z J J Z J_ J O Q LL SHEET NO. L1.4 ------------------ 2 3 (4., 5 6 T I 210' - 0"I 116' -0" 1 94' -0" 61' -6" 26-0" 40' -0" 40' -0" 41' -6" I I I I I I 1 I I I I o m A9.5 2 A6.1 7 476' - 0" 43'- 0" 8 ) ( 9 ) (10) (11 ) (12 41' -6" 40' -0" 41' -0" 41' -3" 20' -3" I I I 2 I A9.5 13 o 140D.1 130B , d B d ° PC 42 U` I PW STR Cl I ( STR Cl Cl - a STR PW 214A q.. ., a I a °(de i ° STR C1 7 STR Cl A8.2 DB A7.3 A7.3 o 4 e - I - -- - - - - -- - - - -- - - - - - - q G1 G1 G1 � -d 140K I STR C1 2 A9.4 STR C1 3 STR C1� �4 - A11.2 - A11.2 A8.2 4 _ 1� low <) <) I C� - 6 WAREHOUSE ° J. u A8.1 135 1 L 4 <STRWCI A9.4 o A11.2 VB v 4 A6.1 0 O (V Lo M O co io M v O (V v M o - Lo to A.7 = 0 0 0 U) a°- <> c) ()l 35B PW�� -° STR -C,' . e > C> c) PC tr STR C1 p 5 A11.3 9 FINISH FLOOR A9.5 ELEV = 100' 3 - A9.3 A8.2 4 � - - - - - - - - A11.3 - -- a _ FITTING I " ROOMS 123 _ de 72 24m-- I a 3 G1 IP ala A11.3 AUTO p g - SERVICE, - SHOP G1 cl I 124 STR 5 I I I I I I I I A11.3 I I I � PC�` o a� A8.1 Cl 2 I STR - o A11.1 100A C> O <) I e N a 4 1 I ud SKYLIGHTS (TYP.) - - - - - - - - - - - - - 1 1 A11.1 PC 3 A9.2 A9.1 <> c) <> > <) <> C> STR Cl 2 PC A11.1 I I I A11,3 <STR Cl 5 II <> <> <) <> <> ") Lo co Q m '.Co. _ d" m m A7. I o r V OO I 10 1 T- 0" I 05 10 I A8.1 A7.2 I d a d B 2A 11 ❑ I 100B I 1246 I ° - [W201:) N a " N .{ � W202 .� 108A 108C 111A d ° d E004 FLAG OLE ° a P d o DB 2' - 3 7/8" 31'- 9 7/8" 9'- 8 1/8'. 22'- 4 3/8" 18'- 3 3/4" 101-9 30'- 6" 32' -0" 29' -6" 26' -0" 40' -0" 4'- 35' -6" 41' -6" 43' -0" 41' -6" 12'-6"[10'-O'- 17' -6" 41' -0" 41' -3" 20' -3" 40' -0" 132'- 0" 174'- 0" 1. 170'- 0" 476'- 0" 1 1.5 2 3 4 4.1 5 6 1 7 8 8.3 9 10 11 12 13 A6.1 S FIRST FLOOR PLAN E W 1 " = 30' -0" N 5/27/2016 2:32:06 PM Z� N E O J O� w Z F _ U) v ♦ � U i Q N N • LI Y LV } O� W � Q W E- LL O UZQO C) U_ >cf) IY Q J a- U) Og _j J 07 w z Z W Q W O amQF o D °NW O =LLI °° <zz o H d Q QWZI - � Z }a. LWO JU �Q5=W LE Q w IL U�=Q� O m °`TWO W W C) W W =0� g�UI - Q 2 _O°J(n SHEET OF m1IIIlllI H � O W C) 0 O col) _j J 07 w z Q O � a O O J J Z in W o W O SHEET NO. m � © 2016 WIDSETH SMITH NOLTING SHEET OF LLI Z cn Q r U 2i O m w m m o Lu ui � v z 2 m Q U 0 D cn D U H � W C) 0 col) _j J 07 w z Q � a LL w w O -I w O J J Z in W J � O W SHEET NO. A1.1 © 2016 WIDSETH SMITH NOLTING SHEET OF ZQ) E 2 O J > Oc 3 -T.O. PRECAS� W 1 1.5 2 3 TA I 5 6 n 8 8.3 9 10 11 12 13 133' - 8" 1aA 4 76' - 0" 2 -T.O. PRECAST N 16' 0" 7' - 0" 22' - 6" 26' 0" 7' - 6" 23' - 0" 9' - 6" 35' - 6" 41' - 6" 43' - 0" 41' - 6" 12' - 6" 14' - 0" 13' 6" 28' 6" 12' - 6" 41'- 3" 2' - 3" 18' - 0" 24' - 0" 16' - 0" 130'- 8" 4' -6„ N o U) z 1- T.0126 E2AS N T.O. SILO = RANDOM RIB Cn :3 Z204 167'- 8" U T.O. WINDOW +-� TYP. 5 7 m ' 122' - 10" EXPOSURE U LL `�' T.O. EXPOSED BAND N 10 A6.1 0 122' - 5" {_' 0" 8'- 0" A6 1 EXPOSED 2201 2202 16" HIGH ADDRESS SIGN A6.1 M T.O. PRECAST w BAND N T.O. RANDOM RIB i DB DB 133'- 8" T g 120'- 5" Q TYP. OF 6 2 -T.O. PRECAST 2 -T.O. PRECAST \ H 1 p — K H 3 -T.O. PR 33AS$ 130' - 8" Lo 130' -8" \ / FIS I D S AC b 47 1 -T.O. PRECAST I iv n 8' - 0" 126' RANDOM RIB L 0 0 0 L 'n 0 0 o w EXPOSURE a' 0 P H P � Z210 a c� I `n DB `, B.O. WINDOW _ w m 111' 0" w -- - -- M f a1 FINISH FLOOR Z w �� O T.O. STACKED RIB BAND � 100' -p„ E Q E 61 C B2 B1 �' F ) B2 B1 _ _ � 108'- 8" E004 m 32 "X32" STACKED - A6.1 0 Ir uwi PATTERN EXPOSED DB SIM. U J r W 00 NORTH ELEVATION ON co 00 FINISH FLOO� loo?_ 0" FINISH FLOOR � SMOOTH FINISH 1001-01, V z Lo co DISPLAY WINDOWS 6 PRECAST ACCENT PATTERN ° F 13 12 11 10 8 �" / 6� 5 4 3 2 1 1/811 = 1' -0" L �* 476' -0" UD0U) U J FIELD VERIFY FOR EVEN can O g Q T.O. SILO 12" +/- TYP. VERTICAL LAYOUT Z W - w � 167' - 8" N AROUND PERIMETER < H o PREFINISHED METAL ct A.7 Q. m = �I SILO DOME (ORANGE) O J = o P wo ILL >_ U H a Z Z of a Q W Z H a O 24 "X18" LOUVER 30 "X24" LOUVER > > r a w J H TYPICAL OF 2 6 M SEE MECH. SEE MECH. 9, 0„ o w O} 1 W Q j= W 0 4' -0 24 "X18" LOUVER A6.1 D R 3' _ 4 DARK BROWN Q LL w¢ w U z Q -SEE MECH. PAINT (SEE COLOR U w � 0- — J — T.O. EXPOSED BAND U �, Q SCHEDULE FOR a , J e m o w � Lij 1- T.0126'�21/2" BY EIFS LA) APPLIED 122' - 5" a w Z U CONTRACTOR _ U F ® I I ® B1 20" TALL X 6" DEEP _ O o _j U LETTER SIGNAGE ON ® C RETAINING WALL 6" PAINTED RACEWAY d } - - - 4 m EIFS PREMIXED O FJ � a w INTEGRAL COLOR } U KKA FINISH FLOOR (COFFEE MILK) Z B1 100' -0" ww O B2 TYPICAL F G F F FIRE PUMP TEST HEAD F G > w O �T.O. RANDOM RIB 4 0 Q liw< 120 5„ a 2 SOUTH ELEVATION a +� " a w a W 30' -0" V- JOINTS >001 ° SEE DETAIL 6/A20.2 >001 Z O C D E F O H J w Ln 356'- 0" EIFS ACCENT PATTERN � 0 EXTERIOR SIGNAGE DETAIL � 1/2" = 1' -0" �— 3/4" = 1' -0" V -6T 8L0 W �N SEE ELECTRICAL FOR — FW- LOCATION /QUANTITY PATTERNED �� 18 "X18" LOUVER 2203 PRECAST iv -SEE MECH. DB 24' -0" 9' -0" —3-T .O. PRECAST _ 8 LIGHT FIXTURE SMOOTH Cp 133'- 8" J D A 18 "X18" LOUVER �A h A6.1 SURFACE p H H TYPICAL OF 6 SEE MECH. 1 _ 1 -T.O. PRECAST o C) 2 -T.O. PRECAST -- .. 1 TYP. �� a p 130' - 8" L 0 o o 126' - 2 1/2" i co m W a C r L o AIJT® SERV CE a a R z � � Q 0 9 Q U 2 O M v , DO 0 0 0 0 0 0 0 0 0 o v e FINISH FLOOR } °}° m 1001-01, V I}i C0 w g Y D G B2 F 61 > ui Q Q w m TYPICAL TYPICAL o 0 o U O U.N.O. U.N.O. SEE PIPE BOLLARD ON EACH SIDE OF N ILL z ILL OVERHEAD SPICAL. SEE DETAIL WEST ELEVATION LIGHT ACCENT DETAIL SEE 1 " = 30' -0" 1 /2" = 1 ' -0" PRE -CAST J H G F E D C 6.1 B A.7 A.2 A CONTRACTOR TO 356'- 0" REMOVE TOP 9" OF HIGH RIBS TO ACCOMMODATE T.O. SILO METAL FLASHING 167'- 8" (NOT SHOWN), N AND 72" AT ROOF OVERHANG SEE i D5001 D300 M SEE DB DB L9'- 0" 24'- 0" SIM. 12 0 3 -T.O. PRECAST H TYP. OF 6 R J A 133'- 8" '-1 J 0 y1 -T.O. PRECAST '� 2 -T.O. PRECAST J (n Z 126' - 2 II /2„ — — ... -.- _ .. _ 0 130' 8" - W O T.O. SMOOTH FINISH o L LLI Z Q V 114' - 0" 9® ,a 9 �a HIGH RIB PANEL DETAIL Q > �I W. ' FINISH FLOOR �— W W Til L._.J 100' - 0" � w O J B1 G F COMPACTOR B2 E 61 K C LAC W TYPICAL OF 5 J J O 4 EAST ELEVATION uu � � � W 1 = 301-011 SHEET NO. If A6.1 5/27/2016 9:56:51 AM © 2016 WIDSETH SMITH NOLTING SHEET OF EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL COLOR FINISH REMARKS OA SCUPPER COLOR TO PREFINSHED MATCH COPING B1 PRECAST CONCRETE HIGH RIB PANELS #1060 -PLUM EXPOSED AGGREGATE 62 PRECAST CONCRETE DECORATIVE PANELS #1013 -BUFF EXPOSED AGGREGATE OC POURED CONCRETE OMETAL TRIM SPECIFICATION PREFINISHED OALUMINUM ENTRANCES &STOREFRONT SPECIFICATION PREFINISHED OSTEEL DOORFRAME SPECIFICATION PAINT O SECTIONAL OVERHEAD DOOR SPECIFICATION PREFINISHED OH SIGNAGE VERIFY COLORS W/ ARCHITECT OJ EPDM MEMBRANE O FLAG POLE DARK BRONZE ALUMINUM PROVIDED BY OWNER - INSTALLED BY ELEC. CONTRACTOR OPRECAST CONCRETE DECORATIVE PANELS WHITE EXPOSED AGGREGATE 4'X4' +/- PATTERN, 3/4" V- GROOVE OEIFS PLASTER SPECIFICATION SAND BLAST 8 "X16" BLOCK PATTERN - PAINTED O SILO DOME -SHEET METAL SPECIFICATION PREFINISHED OP ALUMINUM DISPLAY WINDOWS SEE PREFINISHED SPECIFICATION OQ KNOX BOX PREFINISHED PROVIDED BY OWNER - INSTALLED BY ELECTRICAL CONTRACTOR OR OVERHEAD FRAMING &DECK SEE PAINT SPECIFICATION O NOT USED OT EIFS PLASTER WHITE SAND BLAST 3'- 3 "X3' -3" +/- PATTERN, 3/4" V- GROOVE NOTES: 1. COLORS &FINISHES BY ARCHITECT. PAINT ALL LOUVERS, GRILLES, PIPING &EQUIPMENT TO MATCH ALL ADJACENT WALL /ROOF /SOFFIT SURFACE UNLESS INDICATED OTHERWISE. (09 9000) 2. SEE DETAIL P100 FOR LOUVER OPENING DETAILS DB 3. TYPICAL OF ALL OVERHEAD DOOR NUMBERS: - OVERHEAD DOOR NUMBERS ARE MOLDED PLASTIC SIGNAGE V -11 1/4" in iz N - CO GREEN TREATED 2x8 FASCIA & 2x10 SOFFIT TREATED 2x4 (2) 2 X 6 BOLTED TO 12" INTERLAKE SPACER — GREEN TREATED 2x8 VERTICAL SIDING o d TYP. GRADE ' A SECTION 3/8" = 1' -0" 3' -9 1/2" 1 [tH:iY 2' -11 13/16" 1' -6 7/16" r� u IVA i u Fo M 00 M � M N DB TYP SHED ROOF TRUSS @ 48" o.c. TIE TO 11 7/8" x 1 3/4" LVL HEADERS WITH SIMPSON HURRICANE STRAPS DB TYP. T.O. WALL EL. = 116'-0" GRADE EL. = 100' -0" 2 ST FENCE END ELEVATION 1' -0" ELEVATION. SEE SITE PLAN FOR DIMENSIONS. 3 SOUTH FENCE ELEVATION -0" EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL FINISH REMARKS OA METAL FLASHING PREFINISHED BROWN OB 2 x 8 GREEN TREATED VERTICAL SIDING 6" INSIDE O WITH OC 2 x 8 GREEN TREATED FASCIA & SOFFIT f0 KEEPER (0 OD 28 GA. METAL ROOF PANELS PREFINISHED BROWN 0 zo # 5 THREADED @ 24" O.C. W /INSERT IN PRE -CAST PANELS 6" CONCRETE SLAB v I I w / #4 @ 16" O.C. EACH WAY 2' -0" X 1' -2" FOOTING W/ 2 #5 CONTINUOUS, T /FOOTING @ 4' -0" BELOW GRADE z SECTION PLYWOOD GREASE ZERK /5/8" SECURELY 1/2" X 8" FASTENED AT BEVELED BOTH ENDS CEDAR SIDING PREFINISHED ° ° d METAL FLASHING 6" INSIDE O WITH d p CONTINUOUS f0 KEEPER (0 8 2 2 x TREATED OPEN NOTCH WOOD BLOCKING d d d °d w /TAPCON 80 0 PIPE ANCHORS @ 24" p O/C <" 12" INSULATED \ PRECAST PANEL S SLOPE CONCRETE SLAB $ CAP DETAIL 2" TUBE STEEL FRAME GATE LEAFS w/ 5 -1/2" X 3/4" COMPOSITE DECKING TYPICAL OF 2 SEE C219/DB SIM. 6" POST W/ HINGES INSTALLED BY CONC. DUMPSTER PAD 3/16 " =1' -0" c u INFILL REMAINING OPENING — BETWEEN PERIMETER RACKING AND CHAIN LINK FENCE. ? "x2" TUBE STEEL FRAME i -1/2" X 3/4" 'OMPOSITE DECKING COLOR TO MATCH WILDING FASCIA) ;ANE BOLT �o SECTION DETERMINED BY DUMPSTER PAD SIZE T.O. METAL RO T EL. = 119' -2 1/2" �,T.O. WALL EL. 116'-0', 4 EAST FENCE END ELEVATION 31 32" = 1' -0" PLAN DETAIL FOR FENCE END NTS 2 - 6 "x3 "X1/2" PLATES, 1 WELDED GREASE ZERK TO SLEEVE, 1 WELDED TO GATE (TYPICAL) W/ 4 - 5/8" THROUGH BOLTS 6" INSIDE 0 (TYPICAL @ 4 LOCATIONS) SCHEDULE 80 WO, ° ° d 6" INSIDE O Oa, _j d p j I f0 RIB PATTERN ° d ° p A I OPEN NOTCH d d d °d UC~J0 80 0 PIPE wwz p D o r 00 S SLOPE CONCRETE SLAB 03 0 d TOWAF DS GATT 1/8" PQR z2~ = U ui H - 1 = \ -tom° ° FOOT ° ° p O U U) 4 ° _ O U d d p ° d d Z¢ io w d p W F I z Q d 2 p \� \\ \ \ U 0- w m Q 0 J 6" POST W/ HINGES INSTALLED BY CONC. DUMPSTER PAD 3/16 " =1' -0" c u INFILL REMAINING OPENING — BETWEEN PERIMETER RACKING AND CHAIN LINK FENCE. ? "x2" TUBE STEEL FRAME i -1/2" X 3/4" 'OMPOSITE DECKING COLOR TO MATCH WILDING FASCIA) ;ANE BOLT �o SECTION DETERMINED BY DUMPSTER PAD SIZE T.O. METAL RO T EL. = 119' -2 1/2" �,T.O. WALL EL. 116'-0', 4 EAST FENCE END ELEVATION 31 32" = 1' -0" PLAN DETAIL FOR FENCE END NTS 2 - 6 "x3 "X1/2" PLATES, 1 WELDED GREASE ZERK TO SLEEVE, 1 WELDED TO GATE (TYPICAL) W/ 4 - 5/8" THROUGH BOLTS 6" INSIDE 0 (TYPICAL @ 4 LOCATIONS) SCHEDULE 80 WO, SLEEVE W /CAP 6" INSIDE O Oa, _j SCHEDULE 80 j I COLLAR RIB PATTERN 3/4" DEEP HOLD I OPEN NOTCH 6" SCHEDULE UC~J0 80 0 PIPE 3/4" RADIUS (REVERSE AT CLOSED POSITION) 11 HINGE DETAIL SIMILAR AT BOTTOM HINGE 2" TUBE STEEL FRAME GATE LEAFS w/ 5 -1/2" x 3/4" COMPOSITE DECKING (COLOR TO MATCH ROOF FLASHING /FASCIA) TYPICAL OF 2 11 A13.1 2" 12" INSULATED PRE -CAST 1 j \ N PANEL BEYOND, RANDOM it \ Oaw a- Z0 O WO, M Tq Oa, _j O Z RIB PATTERN U �z U) of J UC~J0 W wwz m D o r 00 03 U w z2~ = U ui H L - -- 1 = \ -tom° \\ NI �I � - -_ O U U) ¢ _ U }mJ0 Z¢ w d LL 0 J w 0 W F I z Q I \� \\ \ \ U 0- w m Q 0 J wa�w _ W<< O W U o Z I W m \\ \ \\ Of _ 0 cn 0 U Z U) m 1 1 \ — U LL W L - -•- N \\ - -� W a Uj O _j w � U_ IJi L- •11.1. .r- I I I'• ` -- -- -- - --- - -' - -" I 11.7 2" BAR LATCH h • I I I 6"0 GATE POSTS, 24" DIAMETER � . _ CONCRETE ENCASE TO TOP OF I''+I SW G y 1/2" CANE BOLT FOOTING, SEE FOOTING � II ., ,I, .` tl -'I,� STRUCTURAL 2 a DUMPSTER ENCLOSURE DOORS FURNISHED AND INSTALLED BY MISC. METAL SUPPLIER. ELEVATION 1/4 " =1' -0" W L.4 im III J: \01156- MILLS \011560070- Monticello \011560070.000 -New Store \CADD \ARCHWccessory Building\A- FP -EV- Accessory Building- MONTICELLO.dwg Plotted by:Chris Satterlund 5/27/2016 10:23:45 AM ©2016 WIDSETH SMITH NOLTING V � Z � a� E O J W O� Z C 2 > V ♦ � U N 2 U Q W V♦ )ao N LLO W w it 0 Oaw a- Z0 O WO, M O Oa, _j O Z 0 U �z U) of J UC~J0 W wwz m D o r 00 03 z2~ = U ui H CL Of z Q Q _ D 0 O U U) ¢ _ U }mJ0 Z¢ LL 0 J w 0 W ww z — z Q w¢¢ m U 0- w m Q 0 J wa�w _ W<< O m z O F_ n iY U U w 0 U) z O U) w w Of w a 0 SHEET NO. A13.1 0 O O O ti W ° � o r 00 03 CO w m z Q U) ¢ _ U 2 O W 5.: in m CO °w z W U U 0 Z W m Q U Of _ 0 cn 0 U Z SHEET NO. A13.1 0) Z O H W CO CO O H Q U p W W 0 Z U) Z Y — U LL W W a Uj O _j w � U_ IJi vJ ^ SW G J J Z 2 a SHEET NO. A13.1 I o N N ACCESSORY BUILDING ELEVATION 1' -0" L. 87' -4" y V -4" 1' -4" 4" 4" OUT TO OUT GIRTS T.O. METAL ROOF Y EL. = 126-3 1/2" T.O. SIDEWALL EL. = 122' -0" E3 C2 � I II II ' II 11 II II II II II - II-------------- - - - -II -- - - - - -- I� ----- - - - - -- ----- - - - - -- II-------- - - - -II ----- - - - - -- -- A-------- -- I --------- IF--------+ E ----------- A------------- 11- ------------- IF----------- +F ----------- HI Go II II I II II II II II II II II II II - II------------- - - - -I� -- - - - - -- II ----- - - - - -- �I----------- - III------------ II ----- - - - - -- II - - -- - II -- I------------------- IF--------- ----------- - + ------------ IF----------- iF - - -- - - - 1- �I II I II II II II II II II � ICI II I II II II II II II II J. GRADE I' II II -------- II - -- II ----------- _II_ ----------- II C12 & C4 FRAMING OR OVERHEAD DOOR MOUNTING P DS (TYPICAL) 4" / 4" 1 1 -V \. I I-- _ r MAIN FgAME PROFILE 1/2" DIA. CABLE' 1 ° (L \� BRACING PER 4 `O `MANUFACTURER END WALL GIRTS C8 "x3 1/4 "x16 GA. L-4-0 (D-Al -------------------- 4 ---------------- 7i i i C ACCESSORY BUILDING SECTION l` - ' 6 3 A1: 2 THICKENED EDGE DETAIL l1/2" = 1' -0" STRAIGHT COLUMN WALL PANELS OUTSET GIRTS PREFINISHED METAL FLASHING 1/2" EXPANSION MATERIAL & SEALANT 4 A13.2 2X6 WOOD JOIST FRAMING @ 16" O.C. WITH BATT INSULATION, VAPOR RETARDER, 5/8" SHEETROCK BOTH SIDES AND 1/2" PLYWOOD ON THE EXPOSED SIDES. 2X4 WOOD STUD FRAMING @ 16" O.C. WITH BATT INSULATION, VAPOR RETARDER, 5/8" SHEETROCK BOTH SIDES AND 1/2" PLYWOOD ON THE WAREHOUSE SIDE STRAIGHT COLUMN WITH OUTSET GIRTS AND WALL PANELS 2X4 WOOD STUD FRAMING @ 16" O.C. WITH BATT INSULATION, VAPOR RETARDER AND 5/8" SHEETROCK BOTH SIDES 1 A13.2 (D_;� LER INK PUMP ROOM WALL SECTION EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL FINISH REMARKS OA METAL ROOF PANELS PREFINISHED GALVALUME OB LIGHT FIXTURE O C1 CONCEALED FASTENER WALL PANELS PREFINISHED TAN C2 CONCEALED FASTENER WALL PANELS PREFINISHED BROWN OD HORN AND STROBE PREFINISHED U�_� OE SIAMESE FIRE CONNECTION u >2 F OF PIPE BOLLARDS SHIELD SAFETY YELLOW OG PALLET RACKING GALVANIZED BY OWNER OH PLASTIC LETTERS PLASTIC BLACK - AT ALL O.H. DOORS EL. = VARIES 2 ACCESSORY BUILDING ELEVATION I I II II II I I II II II -- ----- - - - - -- I� ----- - - - - -- �I - - - -- - - II I I II II II I i I II II i II I - --------- ----- - - - - -- I� ----- - - - - -- �I - -- - - II - --------- -- ----------- fF--- - - - - -- -Hi - -- - - - - I - -- I------ - - - - -- ----- - - - - -- ----- - - - - -- GENERAL NOTE: 1. SEE A20.1 FOR DOOR SCHEDULE OUTSET GIRTS ACCESSORY BUILDING SECTION NG V � Z E m 0 J O � w Z Z > 0 Z) o U Z� U_ Q tW C .i Li w II II w°z� II II II II 0¢w II II OUTSET GIRTS ACCESSORY BUILDING SECTION NG V � Z E m 0 J O � w Z Z > 0 Z) o U Z� U_ Q tW C .i Li w OUT TO OUT GIRTS w°z� 0¢w aZ0 v w 0 �O c v Off¢ O z 0 d J ¢ W -v U U p IiWZ � U�_� o a p U u >2 F co z Q? = J l l J ui Q \ / ° _ � p 0, W, U H >- F 0 ° Q }m W pew F- C7 w 0 Z z va¢� Q mmQO w w a �F _ LLI c) _ N U W p LLLL n U 0 cl) J J W Z J O J J O i \ / \ / \ / \ / \ / (D /x\ /x\ /x\ /x\ L ---------------- - - - - -- / -------------- - - - - -- - --------------- - - - - -- . , --------------- - - - - -- - --------------- - - - - -- OUTSET GIRTS ACCESSORY BUILDING SECTION NG V � Z E m 0 J O � w Z Z > 0 Z) o U Z� U_ Q tW C .i Li w w°z� 0¢w aZ0 w 0 �O c v Off¢ O z 0 d J ¢ W Z U U p IiWZ � U�_� o a p U u >2 F co z = J l l J ui Q O aiz¢ ° _ � p 0, W, U ~ H >- F 0 ° Q }m W pew F- C7 w 0 Z z va¢� Q mmQO w w a �F _ LLI c) _ N U m z 0 F= a U U) w 0 m z O U) w w w Q p o z N 0 w = Q U is m m w z Lli �j1 U 0 � Q U w p Cn p U 0 0 0 0 I- 0 0 m Lo 0 w w m z m 0 SHEET NO. Al 3.2 Q 0 J W Z W z Q ~ 5 LL m a_ 0 J w O W p LLLL n U 0 cl) J J W Z J J O U 2 Q SHEET NO. Al 3.2 YARD ENTRANCE WINDOW SCHEDULE W2 3' -0" 2' -9" AL 1" INSUL. DETAIL W020 /DB AL 2 GUARD HUT B34362C181 613 MANKO 400 SERIES OR EQUAL W3 6-011 21 -911 AL 1" INSUL. DETAIL W020 /DB DOOR COUNTERWEIGHT EQ. EQ. a oe SLIDING GLASS, MANKO 400 a L - - -J SERIES OR EQUAL FRONT ELEVATION 3/8" = 1' -0" io 5-0" BATT INSULATION w/ 6 MIL V.B. 28 GA. DARK BRONZE ANODIZED METAL OVER 1/2" PLYWOOD ON 2x ROOF FRAMING @ 2' -0" O.C. D 4 GUARD HUT SECTION 3/8" = 1' -0" l.iVI IVI \L I L Per I \VII - k. . i 1:12 SLOPE MAX. Q 6 GUARD HUT PLAN z 8' -0" I. 6' -0" L 5 GUARD HUT SECTION A 21 C as \P -LAM COUNTERTOP 61 -8" AL -1 AL 2 GUARD HUT B34362C181 613 1 E6A4 INSULATED 1/2 ALUM PANEL, z1Q DOOR COUNTERWEIGHT EQ. EQ. a oe (TYPICAL) a L - - -J a a FIBERGLASS PANEL ACCESSORY BUILDING 9., 9„ 9„ M SCHEDULE 100 = 0022 N OVER 3/8" PLYWOOD HM 17 N N IE72 F DB D306/DB (INTERIOR) N bo °D PAINTED PAINTED PLYWOOD a m a N PLYWOOD SHELF BELOW P -LAM COUNTERTOP r` M 101 BRACE COUNTER 3' -0" 7' -0" HM f p p ACCESSORY FL210839L IE72 Z (SEE ELECTRICAL) D306 /DB a 19' -2 1/2" a a _ D a a a cn BUILDING U V -8 1/2" BATT INSULATION 1' -8 1/2" 4 2' -2 1/2" 102 a Q 3' -0" T -0" HM HM 5/16" PREFINISHED ACCESSORY FL210839L I� m W Z D012/DB 75; LL 0 ALUMINUM CLAD W O w a _j J a BUILDING H = LL PLYWOOD 102A W 18' -0" 14' -0" OH 1 (TYP. ON EXTERIOR) SOLENOID LOCK NOTE 4 INSUL. D300P /DB, POWER VAPOR RETARDER Q BUILDING OPERATED 1028 t � 16' -0" 14' -0" OH 1 ACCESSORY SOLENOID LOCK 3' -0" 5' -1 " 3' -0" D300P /DB, POWER D 4 GUARD HUT SECTION 3/8" = 1' -0" l.iVI IVI \L I L Per I \VII - k. . i 1:12 SLOPE MAX. Q 6 GUARD HUT PLAN z 8' -0" I. 6' -0" L 5 GUARD HUT SECTION A v � COUNTER ELEVATION P -LAM VA COUNTERTOP EQ. EQ. -- J 1' -0" M N N PAINTED N PAINTED PLYWOOD PLYWOOD SHELF BELOW BRACE COUNTER ® ° A' ° d V d A n 8 OUNTER ELEVATION YARD ENTRANCE DOOR AND FRAME SCHEDULE 21 C as \P -LAM COUNTERTOP 61 -8" AL -1 AL 2 GUARD HUT B34362C181 613 1 E6A4 INSULATED 1/2 ALUM PANEL, z1Q DOOR COUNTERWEIGHT EQ. EQ. a oe (TYPICAL) a L - - -J a a NSUL., 1/Al2.1 ACCESSORY BUILDING 9., 9„ 9„ M SCHEDULE 100 = 3' -0" N HM HM 17 ACCESSORY N IE72 F F D306/DB ¢ ? PAINTED PAINTED PLYWOOD a m a N PLYWOOD SHELF BELOW m 0}0 a a4 101 BRACE COUNTER 3' -0" 7' -0" HM f p p v � COUNTER ELEVATION P -LAM VA COUNTERTOP EQ. EQ. -- J 1' -0" M N N PAINTED N PAINTED PLYWOOD PLYWOOD SHELF BELOW BRACE COUNTER ® ° A' ° d V d A n 8 OUNTER ELEVATION YARD ENTRANCE DOOR AND FRAME SCHEDULE 21 C as 3' -0" 61 -8" AL -1 AL 2 GUARD HUT B34362C181 613 1 E6A4 INSULATED 1/2 ALUM PANEL, z1Q DOOR COUNTERWEIGHT a oe (TYPICAL) a 1/2 GLASS a a NSUL., 1/Al2.1 ACCESSORY BUILDING DOOR AND FRAME SCHEDULE 100 = 3' -0" 7' -0" HM HM 17 ACCESSORY FL210839L IE72 F F D306/DB ¢ ? ? a m a BUILDING N m 0}0 a a4 101 w 3' -0" 7' -0" HM HM 17 ACCESSORY FL210839L IE72 Z (SEE ELECTRICAL) D306 /DB a 19' -2 1/2" a a _ D a a a cn BUILDING U V -8 1/2" N 1' -8 1/2" 4 2' -2 1/2" 102 a Q 3' -0" T -0" HM HM 17 ACCESSORY FL210839L IE72 m W Z D012/DB 75; LL 0 6-0" 4' -0" 4' -0" W O w a _j J a BUILDING H = LL 4 102A W 18' -0" 14' -0" OH 1 ACCESSORY SOLENOID LOCK NOTE 4 INSUL. D300P /DB, POWER Q BUILDING OPERATED 1028 t � 16' -0" 14' -0" OH 1 ACCESSORY SOLENOID LOCK NOTE 4 INSUL. D300P /DB, POWER BUILDING a H OPERATED 1020 16' -0" 14' -0" OH 2 1 ACCESSORY SOLENOID LOCK NOTE 4 INSUL. D300P /DB, POWER 1:12 MAX. BUILDING o o OPERATED 102D W3 18' -0" 14' -0" OH 1 ACCESSORY SOLENOID LOCK NOTE 4 INSUL. D300P /DB, POWER o z O zo ° ti HUT EF. FLOOR BUILDING a °O � OPERATED rn a 9 ° � a� - z] m M FRP C2 . D a ' Q a � a COMMUNICATIONS a WIREWAY 4 a a 16' -9" (SEE ELECTRICAL) 2' -10 1/2" a a jV-3 1 /2"ELECTRIC GATE OPERATOR G a DB ON @ GATE = 100' -0TYP Q a a N O CV a a a a D Q a D Q a V � Z E H 0 O J O� W Z c 2 a� v, 0 U N 2 U a W - W N 'b0 W H 0 fl�z O¢w LuOz E75 ::) j of OLww O�z cf) Z ¢ F W w¢ amOO �2WW ¢� W UZ CL z d W F�w0 p '- w L'i _ 2 U_ LLI H }mJw W 0 J = �0,OLL U 0- ¢ m01¢3: wa — J U) I I m z O F_ a Of U U) w 0 U) z O U) w w w Of w O z LijU J 0 0 I > I a as D D z� o 4 0 z1Q DOOR COUNTERWEIGHT a oe (TYPICAL) a 6" BOLLARDS a a a a a (TYPICAL) a Q = ¢ a S.O.G. ELEVATION @ GATE = 100' -0" o a a z c/) F F a ¢ ? ? a m a w N m 0}0 a a4 w Q Q 14' -0" Z Y ELECTRIC GATE OPERATOR POWER WIREWAY iv U Z (SEE ELECTRICAL) � a 19' -2 1/2" a a _ D a a a cn o U V -8 1/2" N 1' -8 1/2" 4 2' -2 1/2" a Q J O 15' -3 1/2" A20.1 o a U) z y m W Z 75; LL 0 6-0" 4' -0" 4' -0" W O w a _j J a J 0- U H = LL 4 aQ W ui222 Z J_ J O Q C� SHEET NO r A20.1 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD\ARCH \Yard Entrance- FP- GateHut- Monticello.dwg Plotted by:Chris Satterlund 5/27/20162:43:41 PM © 2016 WIDSETH SMITH NOLTING D � ° Q c ° 'n ° ' a Q ° o t � _ a h p zo a H ° i< ° a 4 a 2 4 1:12 MAX. o o e SLOPE DN W3 a GUARD o z O zo ° ti HUT EF. FLOOR X0.1 a °O � LEV. 100'-2"1 0.1 a w z a Z' ° a W3 F a a F ° a rn a 9 ° � a� - z] m M FRP C2 . D a ' Q a � a COMMUNICATIONS a WIREWAY 4 a a 16' -9" (SEE ELECTRICAL) 2' -10 1/2" a a jV-3 1 /2"ELECTRIC GATE OPERATOR G a DB ON @ GATE = 100' -0TYP Q a a N O CV a a a a D Q a D Q a V � Z E H 0 O J O� W Z c 2 a� v, 0 U N 2 U a W - W N 'b0 W H 0 fl�z O¢w LuOz E75 ::) j of OLww O�z cf) Z ¢ F W w¢ amOO �2WW ¢� W UZ CL z d W F�w0 p '- w L'i _ 2 U_ LLI H }mJw W 0 J = �0,OLL U 0- ¢ m01¢3: wa — J U) I I m z O F_ a Of U U) w 0 U) z O U) w w w Of w O z LijU J 0 0 I > I a as 0 0 4 0 0 ti o z O N m = ¢ ¢ W o 4 D z c/) F F ¢ ? ? O w m 0}0 m w 14' -0" Z Y W U Z � m Q U _ cn o U a as a a a D931 4 a o 4 D Q 14' -0" Z O W J W ca N FLOOR PLAN J O CO) Z o U) z y m W Z 75; LL 0 2f Q W O w a _j J a J 0- U H = LL J J W ui222 Z J_ J O Q C� SHEET NO r A20.1 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD\ARCH \Yard Entrance- FP- GateHut- Monticello.dwg Plotted by:Chris Satterlund 5/27/20162:43:41 PM © 2016 WIDSETH SMITH NOLTING 0 O N T 3 0 00 0 CV zn ih 0 0 0 0 r 0 0 N 0 in O .. ° I 'If z a z 3 C203A °_ ° z o N d a ° a- ° °. ° , m ° ° d A d v = ° ° ° 31.1 - _ ° ° -° _ - - - 6" CONCRETE APRON_ REINFORCED w/ 6X6 - W 2.9 a p - X W2.9 WWF w/ HEAT COILS �4 ° 6. 0.; d d d' SEE MECHANICAL- B 57' 0" a o a °6. V - 0" TYP. On g D d Lo L m S2 N m d p ro b fil d° °! ° �� ° m ! n ° ELECTRICAL° °d ° m TRANSFORMER' d ° ° a °a a° _ ° d , - d T.O. TRANSFORMER ° da. d P ° ° ° ° r 4,_ ° ' ° ° �, DETAIL FOR CONCRETE PAD EL. 100' A31.3 io) 1' - 8 1' 8" d CW308 ° = ;Oor DB a d ° SLABINFO. TRANS- 4. ° FORMER 1 2B k3B WATER METER ! ® ! ! ® F.D. F.. HYDRONIC SOFTENER S°°OF�T��EN °°°ER 1 DRYER DRYER — — — — — — — MANIFOLD RO UNIT RO UNI i — — BRINE T ANK o F.D. D N N II a�, (2) EV- Ultraclear Bsler 2 U Reclaim Pump wax � a � w Stations 2 6 6 Bulk Raspberry A31.3 Clear - Coa ° fO - - -- — — -- --- - - -- 2 2 N 2 _ _ DD V \ J — ' Pum ICI / p 'RO TANK TANK I io RO TANK I ' A31.3 °fQ 9 SOFT I ° _ Bay 11 n ON MEZZ I I ON MEZZ / �0 ON MEZZ / Ti GLOSS Detergent \ \ ' L TOUCHLESS A31.3 WASH BAIr I Touchless TOUC�iLESS WASH BAY 6 O 3 6 X. WASH BAY Bay 2 Control— — — I PLATFORM 2 I ° Cabinet B "Ik — _ — —F•D• I ABOVE � O 1, �_ __� Presoak __EQUIPMENT __ o —__ AIR C DB6D / b\, M COMP Touchless But Bay 2 Pump step ! Bench T"° Presoak - -- d o o Tri Wax EL, - z O - O ° c~n . 1 Touchless Bay 3 Control z `O 3 / d Cabinet f° 1, y _ _ a ° -- - -� -- - -� 1 0 F.D. d° T Waz d Touchless J Bay 3 Pump F D Booster ! , 1 Bench Tri wax �' Pump E300 I I I a_ I I I I I 1 DB Tri Wax X Booster A31.3 Pump 9" 8" 8"—j TYP. 1' -0" 16' -0" 16' -0" 16' -0" 20' -0" 1' -0" 1° g L — — — J L — — J L — — — ap $ 3 1 4 HYDRONIC A31.1 0 CW310 0 o A31.3 9 MANIFOLD A 1.1 00 — p DB o o gg B8 YP. N q o - O HYDRONIC 5' - 11" 00 PUMPS • O CORRIDOR. ' v UTILITY M CW105 2' -11" 10'_2" 2' -11" C? Ix ° 8 9 DB TYP. GROOVE LENGTH T- 9 1/4" < 5'- 3 3/4" i o UNDERCARRIAGE WASH UNDERCARRIAGE WASH UNDERCARRIAGE WASH BOILERS 3 \ N O O 8 cm \ V / p N _ r 2 B TIRE CHEMICAL MANIFOLD TIRE CHEMICAL MANIFOLD M � TIRE CHEMICAL MANIFOLD HYDRONIC MANIFOLD L r` _ F.D. 8 1 ® ! 2 ! N ® 3A 1 !� o CASHIER ' W1 10 d. Q 60 °d �- �_ Ell 14 b . 12 A31.3 ° ° °d° G d" ° d 1 C42 a CL CL D931 7' 4 F.D. d ° 31.3' °ad d - - - 2 I ° °- ° . a 3' 0 10' 0„ 6' 8",_1 10' 0" °4a ° ° 6'- 8" a 0 x 10' -01, .:, 3 - 0 o DB° RESTROOM ° �w ° 7 ti 5' -2" 6'_7" d a TYP: ° ° TYP. . d °TYP. - - d - ° eD ° d 4 1/2" Al zo d,d 6" CONCRETE APRON, ° d °. ° ° . REINFORCED w/ 6X6 - W 2.9' ° d 1 d X W2.9 WWF w/ HEAT COILS d ° d° C4 ° a a ° dSEE MECHANICAL - - d° 2 CUSTOMER ad. - n 5' 5 J 3 4' 4 6" AREA °d 5 d a ° ° a d TYP. ° ° ° 5. TYP TYP q ° ° 1' - 0" T 6 1 /2" 12'- 1 112" 1 _0" a 0 ° 9 °'d - ) d.° T UNITEC� ° E300 . °_ b O 4'COINBOX BY RYKO ' . °! ! " ' ° ! ! ° d ®F.D. F- "v TYPICAL (3) PLACES DB ° -� 0 a - d a "d ° °a ° d° a a °4 - TYP. �" d ° N ° °CONTROL d z e rn qII JOINT, ° U a ° ° d ' . - � d' N 1a 0) ° ° s° " a ELECTRICAL ° TYP.° a ° d 4 _ d a d° �d ° STUBUPS SEE d ° ° °� _ ° d ELECTRICAL. ° O ° ° a O - o d d ° CW901 ,4 DB TYP. ° d' 20.00° 4 A31.1 p d d 1, 0„ ® d d. a 17 - 4',--- d! a 4° 16' 8 a d 16 4° p .Q 1 19' 8" ° ° a IL no - ° - 7777�� 777 FLOOR PLAN e w E D E 3/16" = 1' -0" s 24 "x24" OPENIf ABOVE REFLECTED CEILING PLAN 1/8" = V -0" 0 co J N W E S 72'- 0" GENERAL NOTES 1. ALL PENETRATIONS THROUGH EQUIPMENT ROOM WALL TO BE SEALED WITH SEALANT AND STAINLESS STEEL COVER PLATES. 2. PRECAST SUPPLIER & ROOFING CONTRACTOR TO COORDINATE ROOF PENETRATIONS WITH MECHANICAL. 3. SEE SHEET A9.0 FOR WALL TYPES. NUMBERED NOTES ROOF RAIN LEADER 4" CONCRETE EQUIPMENT PADS BY CONCRETE CONTRACTOR COORDINATE LOCATION WITH CIVIL & MECHANICAL DRAWINGS CAR WASH TIMER - EXPANSION ANCHOR TO SLAB MAXIMUM DEPTH 4" TO AVOID HYDRONIC HEAT SYSTEM, PER MANUFACTURERS SPECIFICATION. 6" RAISED CONCRETE TRANSFORMER BASE MANHOLE CASTING & FRAME - SEE MECHANICAL (FURNISHED & INSTALLED BY PLUMBING CONTRACTOR) GAS METER - SEE MECHANICAL SAND INTERCEPTOR - SEE MECHANICAL MOP SINK WITH WATER HEATER ON WALL L- BRACKET ABOVE 10 42 PIPE BOLLARDS AND SLEEVES REQUIRED (VERIFY) 11 LOOP DETECTOR 12 RECESS CONCRETE FLOOR 3/8" IN RESTROOM FOR TILE. SMALL DIAMETER PIPE OPENING INSULATION 6.5" THICK @ EDGE ` II ME222 14" x 14" EXHAUST VENT, � DB VERIFY w/ MECH. CONTRACTOR o 0 o m to to 8'- 11/2" 11'- 101/2" CW312 DB II INSULATION 4" THICK @ VALLEY SMALL DIAMETER R302H PIPE OPENINGS SMALL DIAMETER / PIPE OPENINGS DB CW405 4" ROOF DRAIN TYP. ROOF DB eo," CW403 SCUPPERS MIN. (2) LAYERS SET 2" ABOVE U) POLYISOCYANURATE pg ROOF DRAIN 7, INSULATION (2" BASE m LAYER) BALLASTED EPDM ROOFING SYSTEM SMALL DIAMETER ° PIPE OPENING II M 0 0 o 0 0 0 0 CD CY) M INSULATION 6.5" THICK @ EDGE — co II �� II Oo ME222 12" x 12" GRAVITY INTAKE, m DB VERIFY w/ MECH. CONTRACTOR T- 4 1/4" 12'- 7 3/4" CW405 4" ROOF DRAIN DB II II INSULATION 4" THICK @ VALLEY ► CONDENSING UNIT S911 C SATELLITE -SEE MECH. DB ANTENNAE 3 3/4" CW400 CW401 8" DIA. OPENINGS DB DB CW403 o DB � II 6._0., m d m (TYP. 2 PLACES) 6 "0 OPENING SEE MECH. r INSULATION 6.5" THICK @ EDGE — — — — — — — — — ----- - - - - -- _ 4 "!D VENT STACK 14'- 4 "� 7' - 3 3/4" 10"0 OPENING SEE MECH. — - 0 CW404 8"0 OPENING 7' - 8" 14'- 0" DB SEE MECH. 0 y � o N - LINE OF PRECAST BELOW O 0 FRAMED PARAPET & SOFFIT m m EIFS DRIP all w INSULATION 9" THICK @ EDGE Z N J > OLI W Z T � W N Mn U T � i 0 i U N LJW z L0 } O� w co Q W UZO0 Ct > U_ O- Q > J cn O 2 Q z2Qw dmQ~ o =w ~p o of Zz H d Q D Qwz1 —< o }d -WO wQ>=w C7 W Luuz Q Of U =Q� }OU)W0O w co W U Z W 2 Lu W w Q U =w�UI — - O0_Jtq m1IIIlllI O O O 0 O ° O O L0 w L z c cn Q Q _ _ Q U U 2 2 O O w M w m CO W W m z Y LLI z U Z Z m Z N J > OLI W Z T � W N Mn U T � i 0 i U N LJW z L0 } O� w co Q W UZO0 Ct > U_ O- Q > J cn O 2 Q z2Qw dmQ~ o =w ~p o of Zz H d Q D Qwz1 —< o }d -WO wQ>=w C7 W Luuz Q Of U =Q� }OU)W0O w co W U Z W 2 Lu W w Q U =w�UI — - O0_Jtq m1IIIlllI O O O 0 O ° O O L0 m1IIIlllI co O U 111111111111111m < W _j 0 U _I W ZZ cl) W Z J Z 0. LL LL W a O O w 0 _j 0 W U) C/) O 50'- 4" 21'- 8" J J O 0 W 2E 2 2 LL am 72' - 0" SHEET NO. ROOF PLAN W E A30.1 1/8" = 1' -0" 5/27/2016 10:05:03 AM S © 2016 WIDSETH SMITH NOLTING SHEET OF O O O 0 O ° O O L0 w L z c cn Q Q _ _ Q U U 2 2 O O w M w m CO W W m z Y LLI z U Z Z m 111111111111111m < W _j 0 U _I W ZZ cl) W Z J Z 0. LL LL W a O O w 0 _j 0 W U) C/) O 50'- 4" 21'- 8" J J O 0 W 2E 2 2 LL am 72' - 0" SHEET NO. ROOF PLAN W E A30.1 1/8" = 1' -0" 5/27/2016 10:05:03 AM S © 2016 WIDSETH SMITH NOLTING SHEET OF U) C/) O 50'- 4" 21'- 8" J J O 0 W 2E 2 2 LL am 72' - 0" SHEET NO. ROOF PLAN W E A30.1 1/8" = 1' -0" 5/27/2016 10:05:03 AM S © 2016 WIDSETH SMITH NOLTING SHEET OF z 2 O J 0 119' -0" W 13' -0" 31' -0" 31' -0" 31' -0" 13' -0" 5: -P ol U) :3 U T (1) i a--+ F. Q 0 0 Ln CANOPY FLOOR PLAN 1/8" = 1' -0" 119' -0" N W E s CANOPY ROOF PLAN 1/8" = 1' -0" N W E s N 3:1w z o� Lo w w df UZQD U ' LL, Q' Q > J U) 0 2E Q a LL O Z W Q W O d m Q ~ O �pHW o =Wpp H o Z Z co H d Q p a a W Z H F O Od W J wQ > =w d W Z (7 Q uj Uof DQ� w M LL m 0- w— Q w �wwQ U 2��V1— 2 } m z 0 a U U) w n U) z 0 w ry W 0' W Q p O z O } O a LL O m O C Z Y o Q O cv ° a O Q U of m ° p U -3 w LL Z ao cn Q `- U 2 O L z m w } m a LL O m p C Z Y cl) Q w z Q a FM Q U of x O p cn p U -3 z a LL O F LU C O 0 W °6 cl) � J w W z z a FM w w a � O O O w LL O 0- w C LL W J J_ ct) J J_ z 1-- O Z U SHEET NO. A30.2 SMOOTH PRECAST PANEL ABOVE DOORS TYP. T.O. FLASHING 114' -7" END HI -RIB & R 112' -8" 12" HIGH LETTER SIGNAGE ON 12" HIGH WHITE MOLDED PLASTIC 6" PAINTED RACEWAY LETTERS AND NUMBERS, SEE 8/A31.3 12" HIGH BLACK MOLDED PLASTIC ADDRESS SIGN 72'- 0" FIELD VERIFY 9' -0" 16' -8" 16' -8" 8' -0" 21' -8" 2 A31. C G� 4 M 18" HIGH LETTER SIGNAGE 31.3 ON 6" PANTED RACEWAY T. O. EIFS 115' -10" H2 I Al io I I ih II L-- -------- -- -------- -- -- --- ------------------------------------ - -L - -- -- --------- - - - - -- -- - - - - -- RANDOM RIB SOUTH ELEVATION 20" x 20" STACKED PATTERN 1/8" = 1' -0" T.O. EIFS 115' -10" B.O. EIFS \ BASE MATERIAL FINISH REMARKS co PRECAST CONCRETE HIGH -RIB PANELS N #1060 - PLUM 0 BEGIN HI -RIB 00 100' -2" OB 87'- 0" FIELD VERIFY B.O. EIFS 110 -7" BEGIN HI -RIB 100' -2" FINISH FLOOR I I II I 1 I I L-20" I F_ - - - -- --- - -- --- -- ----�- _----- _L- - - - - -- __L_ L------- ---- -- �- - - - - -- --- - - - - -- ----_-------_-_-L------------_- RANDOM RIB x 20" STACKED PATTERN EAST ELEVATION 1/8" = 1' -0" EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL FINISH REMARKS Al PRECAST CONCRETE HIGH -RIB PANELS EXPOSED AGGREGATE #1060 - PLUM A2 PRECAST CONCRETE DECORATIVE PANELS EXPOSED AGGREGATE #1013 - BUFF OB POURED CONCRETE OC METAL FLASHING PRE - FINISHED OD STAINLESS STEEL DOOR D1 ALUMINUM ENTRANCE PRE - FINISHED SEE SPECIFICATION OE PRECAST CONCRETE DECORATIVE PANELS EXPOSED AGGREGATE WHITE. W/ 2' -8" X 2' -8" PATTERN 3/4" V- GROOVE CONTROL JOINTS OF SECTIONAL BIFOLD DOOR PRE - FINISHED O INTERNALLY LIT SIGNAGE ON 6" PAINTED RACEWAY VERIFY SIGNAGE COLORS , E_ WITH ARCHITECT OEPDM MEMBRANE Lwiui OI ALUMINUM WINDOWS PRE - FINISHED SEE SPECIFICATION IDEAL SHIELD COLOR OJ PIPE BOLLARD COVER SAFETY YELLOW OK CANOPY PRE - FINISHED SEE SPECIFICATION OL 16" WIDE OVERFLOW SCUPPER PRE - FINISHED O LAMINATED FOAM CORE PANELS WITH LED STRIP VERIFY W/ FURNISHED AND INSTALLED LIGHTING ARCHITECT BY CANOPY CONTRACTOR STAINLESS BY PETROLEUM CONTRACTOR, ON HORSESHOE BOLLARD STEEL INSTALLED BY CONCRETE CONT. OP KNOX BOX PRE - FINISHED VERIFY W/ OO BACK -LIT SIGNAGE ARCHITECT VERIFY W/ OR RAISED FUEL ISLAND ARCHITECT SEE C202 /DB OS LIGHT FIXTURE NOTES: 1. COLORS & FINISHES BY ARCHITECT. 4' ILLUMINATED LOGO -SEE DETAIL �\ END HI -RIB & RANDOM RIB FINISH FLOOR 100' 0" 8' -5" C, H, �L 1E, SIGN - TOUCHLESS 1/2" = 1' -0" 9 S.F. 7'J- r)" CICI h \ /CDICV II I I I I II II I I I I L------------------------------------------ - - - - -� - - - -- ---------- - - - - -- i RANDOM RIB NORTH ELEVATION 20" x 20" STACKED PATTERN 1/8" = 1' -0" R7'- n" FIFI n \ /FRIFV ;T FOR O. FLASHIN 114' -7" VISH FLOOR 4 WEST ELEVATION 1/8" = 1' -0" (2) THUS _ 8 5 Jt Al '80", SIGN - SOFTGLOSS 9 S.F. 7' - 3" D � SIGN -CANDY 11 S.F. 1/2" = 1' -0" SIGN -CHIPS 1/2" = 1' -0" (2) THUS J 1/2" = 1' -0" (1) THUS i D 10 S.F. 3' -11" L 4' -2" co D COQ � ED 0 zo V -2" �6" 2' -3" __Nv SIGN - GAS SMALL 3 S.F. X11 SIGN - POP 1/2" = 1' -0" 12'- 10" (2) THUS ri■ C�LaG�,1 LQ�a nI Ir 01 el SIGN - CAR WASH 20 S.F. 1/2" = 1' -0" (4) THUS 1/2" = l' -0" (1) THUS 7 S.F. (1) THUS r 4'- 10 1/2" 0 SIGN - LOGO 4 FT 20 S.F. 1/2" = 1' - 0" (1) THUS Z 2 J O LI W Z to 6 U i Q N W r z L Lo W LL H V 21' -8" 8' -0" 16' -8" 16' -8" 9' -0" U T.O. FLASHING C G 18" HIGH LETTER SIGNAGE ON 6" PANTED RACE C H AY 12" HIGH WHITE MOLDED PLASTIC LETTERS AND NUMBERS, SEE 8/A31.3 f //T SMOOTH PRECA: PANEL ABOVE D( T.I 114' -7" END HI & RANDOM RIB -RIB e e , E_ Lwiui N �t 0 0 FI 112' 0 END HI -RIB & RANDOM RIB 100' 2" 0 r o -1 o i II I I I I II II I I I I L------------------------------------------ - - - - -� - - - -- ---------- - - - - -- i RANDOM RIB NORTH ELEVATION 20" x 20" STACKED PATTERN 1/8" = 1' -0" R7'- n" FIFI n \ /FRIFV ;T FOR O. FLASHIN 114' -7" VISH FLOOR 4 WEST ELEVATION 1/8" = 1' -0" (2) THUS _ 8 5 Jt Al '80", SIGN - SOFTGLOSS 9 S.F. 7' - 3" D � SIGN -CANDY 11 S.F. 1/2" = 1' -0" SIGN -CHIPS 1/2" = 1' -0" (2) THUS J 1/2" = 1' -0" (1) THUS i D 10 S.F. 3' -11" L 4' -2" co D COQ � ED 0 zo V -2" �6" 2' -3" __Nv SIGN - GAS SMALL 3 S.F. X11 SIGN - POP 1/2" = 1' -0" 12'- 10" (2) THUS ri■ C�LaG�,1 LQ�a nI Ir 01 el SIGN - CAR WASH 20 S.F. 1/2" = 1' -0" (4) THUS 1/2" = l' -0" (1) THUS 7 S.F. (1) THUS r 4'- 10 1/2" 0 SIGN - LOGO 4 FT 20 S.F. 1/2" = 1' - 0" (1) THUS Z 2 J O LI W Z to 6 U i Q N W r z L Lo W LL H V LL z�0 U U D p m 0 0 0 0 -D o N co m 9 a Lo Z - U) Q Q U 2 o } m w m °w Lij Z Y D Lij _j Q Q w z m < w D U 0 W C) O Z J Lu _O � WZ H Z LL W Lu O J W a J LV J LL � W o 0- U J J Z W X W 2 2 2 w amSHEET NO. A31.1 5/31/2016 4:27:16 PM © 2016 WIDSETH SMITH NOLTING SHEET OF W C) O Z J Lu _O � WZ H Z LL W Lu O J W a J LV J LL � W o 0- U J J Z W X W 2 2 2 w amSHEET NO. A31.1 5/31/2016 4:27:16 PM © 2016 WIDSETH SMITH NOLTING SHEET OF 501-01, T -6" 35' -0" 7' -6" 0 VERIFY SLOPE WITH SITE PLAN (TYPICAL) ORANGE WHITE STRIPE BLACK STRIPE WHITE Inl I I IIII lul uu uu u I I HORSESHOE BOLLARD R N (TYPICAL AT FUEL j ISLANDS) SEE E303 /DB NOTE: • VERIFY FOOTING SIZE w /CANOPY SUPPLIER. • INSTALLATION BY CONCRETE CONTRACTOR. EAST CANOPY ELEVATION 1/8" = 1' -0" 'a uu F — — N I I I I I I I I v I T/ CANOPY � 121' - 1010" B/ CANOPY 118' -4" 119' - n" VERIFY SLC WITH SITE I (TYPICAL) Fn' _ n" NOTE: 4' - 6" • VERIFY FOOTING SIZE w /CANOPY SUPPLIER. • INSTALLATION BY CONCRETE CONTRACTOR. WEST CANOPY ELEVATION 1/8" = 1' -0" VERIFY SLOPE V1 PLAN (TYPICAL) SOUTH CANOPY ELEVATION 1/8" = 1' -0" 119' -0" 13' -0" 31' -0" 31' -0" 31' -0" 13' -0" IIII I I IIII IIII 11 IIII IIII I I IIII IIII 1 1 IIII LL uu 1 1 uu uu I I uu uu I uu uu I uu F r-- I —I - -, N I I I I I I I I NOTE: CD • VERIFY FOOTING SIZE w /CANOPY SUPPLIER. INSTALLATION BY CONCRETE CONTRACTOR. NORTH CANOPY ELEVATION 1/8" = V -0" CANOE 121' - 10" CANOPY I_-� 118' -4" T/ CANOPY �\ 121' - 10" V B/ CANOP 118' -4" F/ CANOPY 121' - 10" 3/ CANOPY 118' -4" LAMINA PANEL EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL FINISH REMARKS Al PRECAST CONCRETE HIGH -RIB PANELS EXPOSED AGGREGATE #1060 - PLUM � z of W Z zwQw EXPOSED amQH A2 PRECAST CONCRETE DECORATIVE PANELS AGGREGATE #1013 - BUFF OB POURED CONCRETE ORANGE 3: OC METAL FLASHING O O WHITE STRIPE M K OSTAINLESS STEEL DOOR SHEET NO. mpcnw0 BLACK STRIPE ALUMINUM ENTRANCE PRE - FINISHED SEE SPECIFICATION OE WHITE EXPOSED AGGREGATE WHITE. w/ 2' -8" X 2' -8" PATTERN HORSESHOE BOLLARD 3/4" V- GROOVE CONTROL JOINTS OF SECTIONAL BIFOLD DOOR PRE - FINISHED (TYPICAL AT FUEL OG INTERNALLY LIT SIGNAGE ON 6" PAINTED RACEWAY O ITH SITE ISLANDS) SEE E303 /DB r L WITH ARCHITECT OH L!R w m OI IIII I I IIII IIII 11 IIII IIII I I IIII IIII 1 1 IIII LL uu 1 1 uu uu I I uu uu I uu uu I uu F r-- I —I - -, N I I I I I I I I NOTE: CD • VERIFY FOOTING SIZE w /CANOPY SUPPLIER. INSTALLATION BY CONCRETE CONTRACTOR. NORTH CANOPY ELEVATION 1/8" = V -0" CANOE 121' - 10" CANOPY I_-� 118' -4" T/ CANOPY �\ 121' - 10" V B/ CANOP 118' -4" F/ CANOPY 121' - 10" 3/ CANOPY 118' -4" LAMINA PANEL EXTERIOR FINISH SCHEDULE SYMBOL BASE MATERIAL FINISH REMARKS Al PRECAST CONCRETE HIGH -RIB PANELS EXPOSED AGGREGATE #1060 - PLUM � z of W Z zwQw EXPOSED amQH A2 PRECAST CONCRETE DECORATIVE PANELS AGGREGATE #1013 - BUFF OB POURED CONCRETE LL. ct) Z 3: OC METAL FLASHING PRE - FINISHED LLQ> =w w o z OSTAINLESS STEEL DOOR SHEET NO. mpcnw0 D1 ALUMINUM ENTRANCE PRE - FINISHED SEE SPECIFICATION OE PRECAST CONCRETE DECORATIVE PANELS EXPOSED AGGREGATE WHITE. w/ 2' -8" X 2' -8" PATTERN 3/4" V- GROOVE CONTROL JOINTS OF SECTIONAL BIFOLD DOOR PRE - FINISHED Q OG INTERNALLY LIT SIGNAGE ON 6" PAINTED RACEWAY O VERIFY SIGNAGE COLORS r L WITH ARCHITECT OH EPDM MEMBRANE w m OI ALUMINUM WINDOWS PRE - FINISHED SEE SPECIFICATION Z Y IDEAL SHIELD COLOR OJ PIPE BOLLARD COVER SAFETY YELLOW OK CANOPY PRE - FINISHED SEE SPECIFICATION OL 16" WIDE OVERFLOW SCUPPER PRE - FINISHED 0 0 O LAMINATED FOAM CORE PANELS WITH LED STRIP VERIFY W/ FURNISHED AND INSTALLED LIGHTING ARCHITECT BY CANOPY CONTRACTOR STAINLESS BY PETROLEUM CONTRACTOR, ON HORSESHOE BOLLARD STEEL INSTALLED BY CONCRETE CONT. OP KNOX BOX PRE - FINISHED VERIFY W/ OO BACK -LIT SIGNAGE ARCHITECT OR RAISED FUEL ISLAND VERIFY W/ ARCHITECT SEE C202 /DB OS LIGHT FIXTURE NOTES: 1. COLORS & FINISHES BY ARCHITECT. CANOPY CROSS SECTION 1/2" = V -0" V*1,9 LED LIGHT STRIP 20 GA. GALV. STEEL GUSSET @ MAX. 48" O.C. LED LIGHT STRIP #360 ROOF DECK PREFIN. WHITE 20 GA. GALV. STEEL PREFIN. WHITE FASCIA BACKER ih io Z20 _lIN N I I 2' -10" 1' -6" 5' -0" SIGN — GAS CANOPY 1/2" = 1' -0" 1" M #360 ROOF PANEL 3" = 1' -0" MONTICELLO - 14 S.F. 5/31/20164:31:12 PM 20 GA. GALV. STEEL PREFINISHED WHITE ZQ) E 2 O J 0 W Z T � v/ 6 U N i Q N LL1W z r O� Lo w U01 v C) L-z::)0 U U::) 0cn acr Q3: :3 U)O:E a � z of W Z zwQw co amQH o U)o�w 0 =w0p H Of Z Z co H d Q D LL. ct) Z 3: °z r , 65 Y) O LLQ> =w w o z c� -) Q U�, QR SHEET NO. mpcnw0 w w�wwQ U ='r g � SHEET OF _O0JC) u ►— z O 1= 0_ IY Q w 0 U) z O w ry w w Q O W U O O cf) � z of W Z O Q O LL 01f W 0 W a J U JW W 0 O LL. ct) Z o WW J J 0 O N SHEET NO. 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SIGN FOOTINGS BY CONCRETE CONTRACTOR SEE STRUCTURAL Q FEW U H J O W Z u- MAIN STORE MONUMENT SIGN EAST /WEST ELEVATION w a O 3 W 0 � � U u- C� J J Z Z W O 0 cn SHEET NO. A50.1 J: \0115B- MILLS \0115B0070 - Monticello \0115B0070.000 -New Store \CADD \ARCH \Exterior Signage\A- SIGNS -50 -1- Monticello.dwg Plotted by:Chris Satterlund 6/1/2016 4:42:24 PM © 2016 WIDSETH SMITH NOLTING odd x WIDSETH SMITH NOLTING WIDSETH SMITH NOLTING WIDSETH SMITH NOLTING WIDSETH SMITH NOLTING °•2 -,.. 4vr Y '. ,.. � _., �I - -- _ I o L A— r- HUNTING Tv._- .}i6 d'.`W °icz-j ili 50 _ PET SUPPLIES I, Ir xJ iYlm1 d. .nLr rJ aE0AGis SOCKS ANDY JAI_ fr .� ` I�III ,Nov r Monticello Mills Fleet Farm Parking Stall Analysis 6/1/2016 Store Location Year Constructed Retail Building S.F. Total Parking Stalls Total Parking Stalls /Retail S.F. Notes Rochester, MN 2006 273,201 S.F. 779 Parking Stalls 351 Parking Stalls /S.F. Carver, MN 2012 255,509 S.F. 884 Parking Stalls 289 Parking Stalls /S.F. Ankeny, IA 2013 260,645 S.F. 831 Parking Stalls 314 Parking Stalls /S.F. Mankato, MN 2015 183,622 S.F. 794 Parking Stalls 231 Parking Stalls /S.F. Local jurisdiction required more intensive parking requirments. Hermantown,MN 2016 183,622 S.F. 642 Parking Stalls 286 Parking Stalls /S.F. Average 1 1 1,156,599 S.F. 3930 Parking Stalls 294 Parking Stalls /S.F. Monticello, MN I N/A 1 165,296 S.F. 573 Parking Stalls 288 Parking Stalls /S.F. 1700 parking stalls required by Monticello Zoning Ordinance. Monticello Mills Fleet Farm Signage Calculation 6/1/2016 J:\ 0115B- MILLS\ 011580070- Monticello \0115B0070.000 -New Store \Permits \City of Monticello \Land Use\2016 -06 -01 Signage Areas.xls Facade includes one row of exposed LED strip lighting. Facade includes one row of exposed LED strip lighting Monument South Elevation Face of canopy includes two rows of exposed LED strip lighting. East Elevation Face ofcanopy includes two rows of exposed LED strip lighting. North Elevation Face of canopy includes two rows of exposed LED strip lighting. West Elevation Face of canopy includes two rows of exposed LED strip lighting. J:\ 0115B- MILLS\ 011580070- Monticello \0115B0070.000 -New Store \Permits \City of Monticello \Land Use\2016 -06 -01 Signage Areas.xls Black Hills Spruce Picea glauca 'Densata' Height: 40 feet Spread: 15 feet Sunlight: 0 Hardiness Zone: 2b Description: A spire -like evergreen, tall and stately with bluish -green needles, more densely branched and fuller than the species; very tough and adaptable, makes a wonderful vertical accent for the larger home landscape, ideal as a windbreak or in a shelterbelt Ornamental Attributes: Picea giauca "Densata" (Photo courtesy of Black Hills Spruce has bluish -green foliage which emerges light green in Northscaping.com) spring. The needles do not develop any appreciable fall color. The flowers are not ornamentally significant. The smooth gray bark adds an interesting dimension to the landscape. Landscape Attributes: Black Hills Spruce is a dense evergreen tree with a strong central leader and a distinctive and refined pyramidal form. Its relatively fine texture sets it apart from other landscape plants with less refined foliage. This is a relatively low maintenance tree. When pruning is necessary, it is recommended to only trim back the new growth of the current season, other than to remove any dieback. It has no significant negative characteristics. Black Hills Spruce is recommended for the following landscape applications; - Vertical Accent - Windbreaks and Shelterbelts Plant Characteristics: Black Hills Spruce will grow to be about 40 feet tall at maturity, with a spread of 15 feet. It has a low canopy, and should not be planted underneath power lines. It grows at a slow rate, and under ideal conditions can be expected to live for 90 years or more. This tree should only be grown in full sunlight. It is very adaptable to both dry and moist locations, and should do just fine under average home landscape conditions. It is considered to be drought - tolerant, and thus makes an ideal choice for xeriscaping or the moisture - conserving landscape. It is not particular as to soil type or pH, and is able to handle environmental salt. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selection of a native North American species. Fall Fiesta Sugar Maple Acer saccharum 'Bailsta' Height: 60 feet Spread: 60 feet Sunlight: 0 Hardiness Zone: 3b Other Names: Hard Maple, Rock Maple Acer saccharum "Fall Fiesta" in fall Description: (Photo courtesy of Northscaping.com) A first class, reliable shade tree, featuring a fiery blend of fall colors ranging from yellow to orange and red; a large tree, best in larger landscapes; one of the hardiest selections, adaptable to soils, but dislikes air pollution and compaction Ornamental Attributes: Fall Fiesta Sugar Maple has dark green foliage throughout the season. The lobed leaves turn an outstanding gold in the fall. The flowers are not ornamentally significant. The furrowed gray bark is not particularly outstanding. Landscape Attributes: Fall Fiesta Sugar Maple is a dense deciduous tree with a more or less rounded form. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This is a relatively low maintenance tree, and should only be pruned in summer after the leaves have fully developed, as it may'bleed' sap if pruned in late winter or early spring. It has no significant negative characteristics. Fall Fiesta Sugar Maple is recommended for the following landscape applications; - Shade - Accent Acer saccharum "Fall Fiesta" in fall (Photo courtesy of Bailey Nurseries) Plant Characteristics: Fall Fiesta Sugar Maple will grow to be about 60 feet tall at maturity, with a spread of 60 feet. It has a high canopy with a typical clearance of 10 feet from the ground, and should not be planted underneath power lines. It grows at a medium rate, and under ideal conditions can be expected to live to a ripe old age of 100 years or more; think of this as a heritage tree for future generations! This tree should only be grown in full sunlight. It prefers to grow in average to moist conditions, and shouldn't be allowed to dry out. It is not particular as to soil pH, but grows best in rich soils. It is somewhat tolerant of urban pollution. This is a selection of a native North American species. Andorra Juniper Juniperus horizontalis 'Plumosa Compacta' Height: 12 inches Spread: 10 feet Sunlight: Q 4) Hardiness Zone: 2b Other Names: Youngstown Juniper Description: An incredibly beautiful groundcover evergreen for general landscape use, featuring blue -green foliage which takes on a purplish tinge in winter, attractively arching low branching habit, wide spreading; extremely adaptable and hardy; a fine groundcover Ornamental Attributes: Juniperus horizontalis "Plumosa Compacta" (Photo courtesy of Northscaping.com) ;QaV. Andorra Juniper has attractive grayish green foliage. The scale -like leaves are ornamentally significant and turn plum purple in fall. The flowers are not ornamentally significant. Landscape Attributes: Andorra Juniper is a multi- stemmed evergreen shrub with a ground- hugging habit of growth. It lends an extremely fine and delicate texture to the landscape composition which should be used to full effect. This is a relatively low maintenance shrub, and is best pruned in late winter once the threat of extreme cold has passed. Deer don't particularly care for this plant and will usually leave it alone in favor of tastier treats. It has no significant negative characteristics. Andorra Juniper is recommended for the following landscape applications; - Groundcover - General Garden Use - Mass Planting Plant Characteristics: Andorra Juniper will grow to be about 12 inches tall at maturity, with a spread of 10 feet. It tends to fill out right to the ground and therefore doesn't necessarily require facer plants in front. It grows at a slow rate, and under ideal conditions can be expected to live for approximately 30 years. This shrub does best in full sun to partial shade. It is very adaptable to both dry and moist growing conditions, but will not tolerate any standing water. It is considered to be drought - tolerant, and thus makes an ideal choice for a low -water garden or xeriscape application. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selection of a native North American species. Alpine Currant Ribes alpinum Height: 5 feet Spread: 6 feet Sunlight: Q 4) 0 Hardiness Zone: 2a Description: An excellent low to medium -sized hedge or screening plant, densely branched with leaves to the ground, takes pruning extremely well, tough and adaptable; small yellow flowers in spring, good fall color; can be susceptible to mildew Ornamental Attributes: Alpine Currant has green foliage throughout the season. The lobed leaves turn yellow in fall. The flowers are not ornamentally significant. It produces red berries from late spring to early summer. The smooth brown bark is not particularly outstanding. Landscape Attributes: Alpine Currant is a dense multi- stemmed deciduous shrub with a more or less rounded form. Its relatively fine texture sets it apart from other landscape plants with less refined foliage. Ribes alpinum (Photo courtesy of Northscaping.com) Ribes alpinum in fall (Photo courtesy of Northscaping.com) This shrub will require occasional maintenance and upkeep, and can be pruned at anytime. It is a good choice for attracting birds to your yard. Gardeners should be aware of the following characteristic(s) that may warrant special consideration; - Disease Alpine Currant is recommended for the following landscape applications; - Hedges /Screening - Mass Planting - General Garden Use Plant Characteristics: Alpine Currant will grow to be about 5 feet tall at maturity, with a spread of 6 feet. It tends to fill out right to the ground and therefore doesn't necessarily require facer plants in front, and is suitable for planting under power lines. It grows at a medium rate, and under ideal conditions can be expected to live for approximately 30 years. This shrub performs well in both full sun and full shade. It is very adaptable to both dry and moist locations, and should do just fine under average home landscape conditions. It is considered to be drought - tolerant, and thus makes an ideal choice for xeriscaping or the moisture - conserving landscape. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This species is not originally from North America. Blue Star Juniper Juniperus squamata 'Blue Star' Height: 3 feet Spread: 4 feet Sunlight: 0 Hardiness Zone: 4a Other Names: Singleseed Juniper Description: An atypical and highly ornamental ball- shaped juniper with dense, silvery blue foliage radially arranged around the branches, giving the appearance of stars; an excellent color and interest plant for general garden use, good size for rock gardens Ornamental Attributes: Juniperus squamata "Blue Star" foliage (Photo courtesy of Northscaping.com) Blue Star Juniper has attractive blue foliage which emerges silvery blue in spring. The needles are ornamentally significant but do not develop any appreciable fall color. The flowers are not ornamentally significant. Landscape Attributes: Blue Star Juniper is a dense multi- stemmed evergreen shrub with a more or less rounded form. It lends an extremely fine and delicate texture to the landscape composition which should be used to full effect. This is a relatively low maintenance shrub, and is best pruned in late winter once the threat of extreme cold has passed. It has no significant negative characteristics. Blue Star Juniper is recommended for the following landscape applications; - Groundcover - General Garden Use - Mass Planting Plant Characteristics: Blue Star Juniper will grow to be about 3 feet tall at maturity, with a spread of 4 feet. It tends to fill out right to the ground and therefore doesn't necessarily require facer plants in front. It grows at a slow rate, and under ideal conditions can be expected to live for approximately 30 years. This shrub should only be grown in full sunlight. It is very adaptable to both dry and moist growing conditions, but will not tolerate any standing water. It is considered to be drought - tolerant, and thus makes an ideal choice for a low -water garden or xeriscape application. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selected variety of a species not originally from North America. Imperial Honeylocust Gleditsia triacanthos 'Impcole' Height: 35 feet Spread: 30 feet Sunlight: Q Hardiness Zone: 4b Description: One of the finest and most popular shade trees, valued for its delicate, ferny appearance which casts a dappled shade below; broad spreading habit of growth, very tolerant of adverse growing conditions, good fall color; a seedless variety Ornamental Attributes: Imperial Honeylocust has green foliage throughout the season. The pinnately compound leaves turn an outstanding yellow in the fall. The flowers are not ornamentally significant. The furrowed khaki (brownish - green) bark is not particularly outstanding. Landscape Attributes: Imperial Honeylocust is an open deciduous tree with a more or less rounded form. It lends an extremely fine and delicate texture to the landscape composition which can make it a great accent feature on this basis alone. Gleditsia triacanthos "Imperial" (Photo courtesy of Northscaping.com) Gleditsia triacanthos "Imperial" in fall (Photo courtesy of Northscaping.com) This is a relatively low maintenance tree, and is best pruned in late winter once the threat of extreme cold has passed. Deer don't particularly care for this plant and will usually leave it alone in favor of tastier treats. It has no significant negative characteristics. Imperial Honeylocust is recommended for the following landscape applications; - Shade Plant Characteristics: Imperial Honeylocust will grow to be about 35 feet tall at maturity, with a spread of 30 feet. It has a high canopy with a typical clearance of 7 feet from the ground, and should not be planted underneath power lines. It grows at a fast rate, and under ideal conditions can be expected to live for 70 years or more. This tree should only be grown in full sunlight. It is very adaptable to both dry and moist locations, and should do just fine under average home landscape conditions. It is not particular as to soil type or pH, and is able to handle environmental salt. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selection of a native North American species. Austrian Pine Pinus nigra Height: 60 feet Spread: 40 feet Sunlight: 0 Hardiness Zone: 3b Description: An imposing tall evergreen, with long, dense deep green needles and an upright spreading habit of growth, keeps its lower branches into maturity; tough and hardy, good on poor soils or dry sites but highly adaptable; becomes very picturesque with age Ornamental Attributes: Austrian Pine has dark green foliage. The needles do not develop any appreciable fall color. The flowers are not ornamentally significant. The furrowed brown bark is extremely showy and adds significant winter interest. Landscape Attributes: Austrian Pine is a dense evergreen tree with a strong central leader and a distinctive and refined pyramidal form. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This is a relatively low maintenance tree. When pruning is necessary, it is recommended to only trim back the new growth of the current season, other than to remove any dieback. Deer don't particularly care for this plant and will usually leave it alone in favor of tastier treats. It has no significant negative characteristics. Austrian Pine is recommended for the following landscape applications; - Shade - Accent - Windbreaks and Shelterbelts Pinus nigra (Photo courtesy of Northscaping.com) Pinus nigra bark (Photo courtesy of Northscaping.com) Plant Characteristics: Austrian Pine will grow to be about 60 feet tall at maturity, with a spread of 40 feet. It has a low canopy with a typical clearance of 4 feet from the ground, and should not be planted underneath power lines. It grows at a medium rate, and under ideal conditions can be expected to live for 80 years or more. This tree should only be grown in full sunlight. It is very adaptable to both dry and moist growing conditions, but will not tolerate any standing water. It is considered to be drought - tolerant, and thus makes an ideal choice for xeriscaping or the moisture - conserving landscape. It is not particular as to soil type or pH, and is able to handle environmental salt. It is highly tolerant of urban pollution and will even thrive in inner city environments. This species is not originally from North America. Boulevard Linden Tilia americana 'Boulevard' Height: 60 feet Spread: 30 feet Sunlight: Q Hardiness Zone: 3b Other Names: Basswood, American Linden Description: A stunning shade tree with a strongly upright pyramidal form, clean habit and fragrant yellow flowers in early summer, will eventually grow quite large; very adaptable and low maintenance, an excellent shade or street tree Ornamental Attributes: Boulevard Linden has dark green foliage throughout the season. The large heart- shaped leaves turn an outstanding yellow in the fall. It features subtle clusters of fragrant buttery yellow flowers with tan bracts hanging below the branches in early summer. The rough gray bark is not particularly outstanding. Landscape Attributes: Tilia americana 'Boulevard" (Photo courtesy of Northscaping.com) Boulevard Linden is a dense deciduous tree with a strong central leader and a narrowly upright and columnar growth habit. Its relatively coarse texture can be used to stand it apart from other landscape plants with finer foliage. This is a relatively low maintenance tree, and is best pruned in late winter once the threat of extreme cold has passed. It is a good choice for attracting bees to your yard. Gardeners should be aware of the following characteristic(s) that may warrant special consideration; - Insects Boulevard Linden is recommended for the following landscape applications; - Vertical Accent - Shade Plant Characteristics: Boulevard Linden will grow to be about 60 feet tall at maturity, with a spread of 30 feet. It has a high canopy with a typical clearance of 6 feet from the ground, and should not be planted underneath power lines. It grows at a medium rate, and under ideal conditions can be expected to live for 70 years or more. This tree should only be grown in full sunlight. It is very adaptable to both dry and moist locations, and should do just fine under average home landscape conditions. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selection of a native North American species. Accolade Elm Ulmus 'Morton' Height: 60 feet Spread: 40 feet Sunlight: Q Hardiness Zone: 4a Description: A tall hybrid elm cultivar with an upright spreading habit, large shiny leaves and good fall color, resistant to Dutch elm disease; excellent as a street tree or a shade tree for larger landscapes; very adaptable to adverse conditions Ornamental Attributes: Ulmus 'Accolade" Accolade Elm has dark green foliage throughout the season. The glossy (Photo courtesy of pointy leaves turn an outstanding gold in the fall. The flowers are not Northscaping.com) ornamentally significant. The furrowed gray bark is not particularly outstanding. Landscape Attributes: Accolade Elm is a deciduous tree with a picturesque vase - shaped form. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This is a relatively low maintenance tree, and is best pruned in late winter once the threat of extreme cold has passed. It has no significant negative characteristics. Accolade Elm is recommended for the following landscape applications; - Shade Plant Characteristics: Accolade Elm will grow to be about 60 feet tall at maturity, with a spread of 40 feet. It has a high canopy with a typical clearance of 7 feet from the ground, and should not be planted underneath power lines. It grows at a fast rate, and under ideal conditions can be expected to live for 90 years or more. This tree should only be grown in full sunlight. It is very adaptable to both dry and moist locations, and should do just fine under average home landscape conditions. It is not particular as to soil type or pH, and is able to handle environmental salt. It is highly tolerant of urban pollution and will even thrive in inner city environments. This particular variety is an interspecific hybrid. Ivory Silk Japanese Tree Lilac Syringa reticulata Ivory Silk' Height: 25 feet Spread: 20 feet Sunlight: Q Hardiness Zone: 3a Description: A first rate accent tree adorned with frothy upright panicles of creamy white flowers in early summer; interesting steel -gray bark and a dense, upright habit, an ideal choice for small home landscapes; needs full sun and well- drained soil Ornamental Attributes: Ivory Silk Japanese Tree Lilac features showy plumes of fragrant creamy white flowers rising above the foliage from late spring to early summer. It has dark green foliage throughout the season. The pointy leaves do not develop any appreciable fall color. The smooth dark red bark adds an interesting dimension to the landscape. Landscape Attributes: Ivory Silk Japanese Tree Lilac is a dense multi- stemmed deciduous tree with an upright spreading habit of growth. Its average texture blends into the landscape, but can be balanced by one or two finer or coarser trees or shrubs for an effective composition. This is a relatively low maintenance tree, and should only be pruned after flowering to avoid removing any of the current season's flowers. It is a good choice for attracting butterflies to your yard, but is not particularly attractive to deer who tend to leave it alone in favor of tastier treats. It has no significant negative characteristics. Syringa reticulata "Ivory Silk" in bloom (Photo courtesy of Northscaping.com) Syringa reticulata "Ivory Silk" flowers (Photo courtesy of Northscaping.com) Ivory Silk Japanese Tree Lilac is recommended for the following landscape applications; - Accent - Shade Plant Characteristics: Ivory Silk Japanese Tree Lilac will grow to be about 25 feet tall at maturity, with a spread of 20 feet. It has a low canopy with a typical clearance of 5 feet from the ground, and is suitable for planting under power lines. It grows at a medium rate, and under ideal conditions can be expected to live for 40 years or more. This tree should only be grown in full sunlight. It prefers to grow in average to moist conditions, and shouldn't be allowed to dry out. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This is a selected variety of a species not originally from North America. Anthony Waterer Spirea Spiraea x bumalda 'Anthony Waterer' Height: 3 feet Spread: 4 feet Sunlight: 0 Hardiness Zone: 3b Other Names: Spiraea japonica Description: A broadly spreading garden shrub featuring attractive clusters of carmine -red flowers offset against the foliage, turns purple in fall; very low maintenance plant, excellent in groupings, needs full sun and well- drained soil Ornamental Attributes: Anthony Waterer Spirea features showy clusters of rose flowers at the ends of the branches from late spring to early summer. It has attractive bluish -green foliage which emerges brick red in spring. The small serrated pointy leaves are ornamentally significant and turn an outstanding burgundy in the fall. Landscape Attributes: Anthony Waterer Spirea is a multi- stemmed deciduous shrub with a more or less rounded form. Its relatively fine texture sets it apart from other landscape plants with less refined foliage. This shrub will require occasional maintenance and upkeep, and is best pruned in late winter once the threat of extreme cold has passed. It is a good choice for attracting butterflies to your yard, but is not particularly attractive to deer who tend to leave it alone in favor of tastier treats. It has no significant negative characteristics. Anthony Waterer Spirea is recommended for the following landscape applications; - General Garden Use - Mass Planting Spiraea x bumalda 'Anthony Waterer" in bloom (Photo courtesy of Northscaping.com) Spiraea x bumalda 'Anthony Waterer" flowers (Photo courtesy of Northscaping. com) Plant Characteristics: Anthony Waterer Spirea will grow to be about 3 feet tall at maturity, with a spread of 4 feet. It tends to fill out right to the ground and therefore doesn't necessarily require facer plants in front. It grows at a fast rate, and under ideal conditions can be expected to live for approximately 20 years. This shrub should only be grown in full sunlight. It prefers to grow in average to moist conditions, and shouldn't be allowed to dry out. It is not particular as to soil type or pH. It is highly tolerant of urban pollution and will even thrive in inner city environments. This particular variety is an interspecific hybrid. Stand& 3', 3; 6' 36' Footii F, 1 1 8' O.C. Nom. — 0 9X" Varies With Height Varies With Height d Heights (6', T, 8' only) '-' T 4', 5', O 8' _-J] 2" Nom. ° 3Y4' TYPICAL ° Min. ig Depth oI � oI NOTES: MONTAGE H- RAIL I Y4" 00 1%4" 00 Li E -COAT COATING SYSTEM Base Material Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating Epoxy Primer Acrylic Topcoat See MONTAGE INDUSTRIAL- specifi( sizing chart and dimensions. 2.) Third & Forth rail optional. 3.) Available in Flush Bottom. RAKING DIRECTIONAL ARROW Welded panel can be raked 30" over 8' with arrow pointing grade. PROFUSION -WELDI No exposed weld Good Neighbor p appearance on bolls JlucJ 1 %4" MONTAGE H r Rail (See Cross- Section Below) —Post size varies with Height (See MONTA GE INDUSTRIAL' Post - Sizing chart) — 1" �Z 16ga Picket Bracket Options IVs U1V I AUFI 11 AMIL1. Specially formed high strength architectural shape. 11VLUJll(1H1. JWIVC.L 11VVUJIXIAL UIVIVL"( IIVLVJl K1HL CLHi BRACKET BOULEVARD BRACKET MOUNT BRACKET ®® ®® s BX304 BX302/303 BX301 REAVYINDUSTRIAL STRENGTH WELDED STEEL PANEL Values shown are nominal and not to ci used for installation purposes. See product specification PRE- ASSEMBLED for installation requirements. 2RMISO Tale: MONTAGE INDUSTRIAL MAJESTIC 2/3/4 -RAIL 1555 N. Mingo I DR: Cl SH . lof 1 SCALE: DO NOT SCALE AMERI S TAR° Tulsa, 33 74116 1- 888 - 333 -3422 CK: ME Date 6/28/10 1 REV: b www.ameristarfence.com Midwest Fence & Mfg. 525 E. Villaume Ave. South St. Paul, MN 55075 WSN — Mills Fleet Farm Hermantown, MN Estimated Quantities Exterior Fence 1,190 if — 8' high fence (1) — 8' wide x 8' high double swing gate (1) — 16' wide x 8' high double swing gate Interior Fence Mezzanine 181f — 8' high fence (1) — 3' wide x 8' high single swing gate 151f —14' high fence Security Room #131 381f— 11' high fence (1) — 6' wide x 8' high overhead track slide gate NO EXCEPTION TAKEN REJECTION REVISE AND RESUBMIT SUBMIT SPECIFIED ITEM MAKE CORRECTION NOTED XACCEPTED AS NOTED Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications. Contractor is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of his work with that of all other trades and satisfactory performance of his work. BY: DATE: 201 5 -08 -17 W& ASSOCIATES, INC. PROJECT NO.: 0 1 1 5BOO75.000 W 1llSE1 H hl-kc- SMITH NOLTING m_ zs8° y_ Z O C W _N W LL O aW E LL � N LL � N � LL Z W (n = O N n N U x °nN 0 O LL 0] Q t(1 V m a � w W U Z Z Z w a ~ S F E LL d N LL o W N = W 3 3 o17 0 O N V LLI U C) h h Z W LL LL O W Z J (1) S w ( 2) F VV / 3 al). Deb Sulinlc, 5cd- qo PosTS C t) 1� w = 810 Day SwIld6 Yv / y" O.D. Sctl- yo PosTs AMERICAN ,/�rA FENCE rr ASSOCIATION 4100. e6'-8' CHAIN LINK GATE DETAIL (CL -17) NOTES: 1. GATE FABRIC TO MATCH FENCE + Sm- GATE t ATM b To+t L LATCH I copyright AFA - 1997 CL -17 AMERICAN '���� FENCE ASSOCIATION ( ( /�,,�.� ,,/0 w x P� D F( TR�}�k Su Dt- C-,ATE VV / 3° O.D- Sa4 - EID FOSTS I (() � w x S EI 5EL 5WOJ(, W/ 3' o.u. su(. 40 Pons (I�QAWir,k, Is A T611AATf- — Nor WELDED FLOOR PLATE e INSIDE CHAIN LINK FENCING DETAIL (CL -49) NOTES: 1. GATE FABRIC TO MATCH FENCE 4TCH copyright AFA - 1997 CL -49 ral SI 9 a HOLE WELD POST TO ALL AROUND 1 AMERICAN ®/AF FENCE r ASSOCIATION q�00 • FNO. CORNER, OR T CONCRETE SURFACE e PLATE MOUNT DETAIL (CL-21) NOTES: BOLT CONCRETE ANCHORS 11 copyright AFA - 1997• CL -21 r w w cl E co cv r Q cv [fJ � v � LL. J J } Z O cn �w U~ wQ UO wz rL Q wCl) �w QU �Z °LL � Y =z J LLJ Q Z WUu) ° cM W 2 LLJ 5�UUa. OcI) ?Qw CN =JY ce) 0 a CSi E L O C3 Cri s +� Q a. CL a_ J -j ._n! Cr1 �t CV C? a a N CO 'Ct ".IRr,c. Q 0 0 Z Z Z d w w CC w J O < z y 0 U 0 0 Ir J LL 0 0 �c d w N Z J ,Q U` CD E rn ° U1 rn. W CO _ CO 6 r l �lli Ilf C.] Q (r f— 8 U) m C C &&I -LDO& '�qtrE 4ltJ61: `FnR 4L 5WW& GA-rES D- Series Size 2 LED Area Luminaire ft.. E FRIENDLY Specifications EPA: 1.1 ft2 (0.10 mz) 40" W Length: (101.6 cm) Width: 15" (38.1 cm) L Height: 7 -114" (18.4 cm) H Weight 36lbs (max): (16.3 kg) Catalog Number Totes P, P1, P2, AND P3 LUMINAIRE ATTACHED TO 25FT SQUARE POLE 7!e P, P1, P2, P3 Introduction The modern styling of the D- Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D- Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long - life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. The Size 2 is ideal for replacing 400 -1000W metal halide in area lighting applications with energy savings of up to 80% and expected service life of over 100,000 hours. • EXAMPLE: DSX2 LED 80C 1000 40K T4M MVOLT SPA DDBXD DSX2 LED DSX2 LED Forward optics 80C 80 LEDs (four engine) 1DOC 100 LEDs (four engines) Rotated optics' 90C 90 LEDs Shipped installed 530 530 mA 700 700 mA 1000 1000 mA (1 A)' 1200 1200 mA' (1.2 A) 30K 3000 K 40K 4000 K 50K 5000 K AMBPC Amber phosphor converted' PER NEMA twist lock receptacle only (no controls) 0' BL30 PER5 Five -wire receptacle only (no controls) 9'° BL50 PER7 Seven -wire receptacle only (no controls) 910 [ PNMTDD3 DMG 0 -10V dimming driver (no controls) " PNMT5D3 DCR Dimmable and controllable via ROAM® (no controls)7z PNMT6D3 DS Dual switching'3'^ PNMT7D3 PIRH Motion sensor, l5 30'mounting height's FAO Ter C Q 2. �I DSX2 shares a unique drilling pattern with the AERIS' famiN. Specify this drilling pattern when specifying poles, per the table below. DM19AS Single unit DM29AS 2 at 90° DM29AS 2 at 180° DM39AS 3 at 90° DM49AS 4 at 90° * DM32AS 3 at 120° ** Example= 20 4C DM19AS DDBXD Visit Lithonla Lighting's POLE5 CENTR /V to see our wide selection of poles, accessories and educational tools. *Round pole top must be 3.25" O.D. m mum. * *For round pole mounting (RPA) only. Bi -level switched dimming, 30°%741fi Bi -level switched dimming, 50 %' ^,'6 Part night, dim till dawn " Part night, dim 5 firs 11 Part night, dim 6 hrs 11 Part night, dim 7 hrs 17 Field Adjustable Output'a Controls & Shields DLL127F 1.5 JU Photocell - SSLtwist- lock(120- 27711)" N 2 DLL347F 1.5 CULJU Photocell - SSL twist-lock (347v)" d v DLL48OF 1.5 CU JU T1S Type IShort T5VS TypeVVery Short MVOLT1 Shipped included T2S Type II Short T5S Type Short 1205 SPA Square pole mounting T2M Type II Medium T5M TypeV Medium 2085 RPA Round pole mounting T3S Type III Short T5W Type VWide 2405 WBA Wall bracket T3M Type III Medium BLC Backlight control' 2771 SPUMBA Square pole universal mounting adaptor' T4M Type IV Medium LCCO Left corner cutoff 3476 RPUMBA Round pole universal mounting adaptor' TFTM Forward Throw Medium RCCO Right corner cutoff' 4806 Shipped separately KMA8 DDBXD U Mast arm mounting bracket adaptor (specify finish) a Bi -level switched dimming, 30°%741fi Bi -level switched dimming, 50 %' ^,'6 Part night, dim till dawn " Part night, dim 5 firs 11 Part night, dim 6 hrs 11 Part night, dim 7 hrs 17 Field Adjustable Output'a Controls & Shields DLL127F 1.5 JU Photocell - SSLtwist- lock(120- 27711)" N 2 DLL347F 1.5 CULJU Photocell - SSL twist-lock (347v)" d v DLL48OF 1.5 CU JU Photocell - SSL twist-lock (48011)" *O scU Shorting cap " N a DSX2HS80CU House -side shield for 80 LED unit 'A -o DSX2HS 90C House -side shield for 90 LED unit N q DSX2HS100CU U House -side shield for 100 LED unit v PUMBA DDBXD U* Square and round pole universal -o mounting bracket (specify finish) Q WAS DDBXDU Mast arm mounting bracket adaptor (specifyfinish)' For more control options, visit DTL and ROAM online. Tenon Mounting Slipfitteil 2 -3/8" AST20 -190 AST20 -280 AST20 -290 AST20 -320 AST20 -390 AST20-490 2 -7/8" AST25 -190 AST25 -280 AST25 -290 AST25 -320 AST25 -390 AST25 -490 4" AST35 -190 AST35 -280 AST35 -290 AST35 -320 AST35 -390 AST35 -490 Shipped installed HS House -side shield 11 SF Single fuse (120,277,347V)3 OF Double fuse (208, 240, 480V) 5 L90 Left rotated optics 11 R90 Right rotated optics 21 NOTES 1 Rotated optics option (1-90 or R90) required for 90C. 2 Not available in AMBPC. 3 Only available with 530mA or 700mA. 4 Not available with AMBPC in 530mA or 700mA in BLC, LOCO or RCCO distribution. 5 MVOLT driver operates on any line voltage from 120 -277V (50/60 Hz). Single fuse (SF) requires 120V, 277V or 347V Double fuse (DF) requires 208V, 240V or 480V 6 Not available with BL30, BL50 or PNMT options. 7 Available as a separate combination accessory: PUMBA (finish) U; 1.5 G vibration load rating per ANCI 0136.31. 8 Must be ordered as a separate accessory; see Accessories information. For use with 2 -3/8" mast arm (not included). 9 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Not available with DS option. 10 If ROAM@ node required, it must be ordered and shipped as a separate line item from Acuity Brands Controls. Not available with DCR. 11 DMG option for 347V or 480V requires 1000mA. 12 Specifies a ROAM@ enabled luminaire with 0 -10V dimming capability; PER option required. Additional hardware and services DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white required for ROAM@ deployment; must be purchased separately. Call 1- 800 -442- 6745 or email: sales @roamservices.net. N/A with DS, PIRH, PIERS, PER7, BL30, BL50 or PNMT options. 13 Provides 50/50 luminaire operation via two independent drivers on two separate circuits. N/A with 80C 530, 90C 530, PER, PER5, PER7, DCR, BL30, BL50 or PNMT options. 14 Requires an additional switched circuit. 15 Specifies the SensorSwitch SBGR -6 -ODP control; see Motion Sensor Guide for details. Dimming driver standard. Not available with DS, PIERS or PER7. 16 Dimming driver standard. MVOLT only. Not available with 347V, 480V, DCR, DS, PER5, PER7 or PNMT options. 17 Dimming driver standard. MVOLT only. Not available with 347V, 480V, DCR, DS, PER5, PER7, BL30 or BL50. 18 Dimming driver standard. Not available with PER5, PERT DMG, DCR, DS, BL30, BL50 or PNMT options. 19 Also available as a separate accessory; see Accessories information. 20 Available with 90 LEDs (90C option) only. 21 Requires luminaire to be specified with PER option. Ordered and shipped as a separate line item from Acuity Brands Controls. 0'A L /THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSX2 -LED Rev. 04/18/16 L /GHT /NG © 2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 1 of 5 Performance Data Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM- 79 -08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. Drive I 30K 40K 1 I 111 K, 70 4111 K, 70 111 K, 70 CRI) (Amber PhosphoWatts T15 15,779 3 1 0 1 3 1 115 16799 3 0 3 121 1701 3 0 3 122 10,752 2 0 2 78 T2S 16,270 3 0 3 119 17,115 3 0 3 125 17,220 3 0 3 126 10,554 2 0 2 77 T2M 15,897 3 0 3 116 16,723 3 0 3 122 16,826 3 0 3 123 10,571 2 0 2 77 US 15,877 3 0 3 116 16,702 3 0 3 122 16,805 3 0 3 123 10,548 2 0 2 77 T3M 16,021 3 0 3 117 16,854 3 0 3 123 16,958 3 0 3 124 10,569 2 0 2 77 T4M 16,239 3 0 3 119 17,083 3 0 3 125 17,188 3 0 3 125 10,547 2 0 2 77 TFTM 15,996 3 0 3 117 1 16,827 3 0 3 123 16,931 3 0 3 124 10,741 1 0 2 78 530 m 137W T5VS 16,899 4 0 1 123 17,776 4 0 1 130 17,886 4 0 1 131 11,155 3 0 0 81 T5S 17,024 4 0 1 124 17,908 4 0 1 131 18,019 4 0 1 132 11,149 3 0 0 81 T5M 17,053 4 0 2 124 17,939 4 0 2 131 18,050 4 0 2 132 11,096 3 0 2 81 TSW 16,802 5 0 3 123 17,675 5 0 3 129 17,784 5 0 3 130 10,957 3 0 2 80 BLC 12,283 1 0 2 90 13,190 1 0 2 96 13,272 2 0 2 97 LCCO 11,933 2 0 3 87 12,814 2 0 3 94 12,894 2 0 3 94 RCCO 11,933 2 0 3 87 12,814 2 0 3 94 12,894 2 0 3 94 T1S 20,018 3 0 3 106 21,058 3 0 3 112 21,188 3 0 3 113 13,362 2 0 2 71 T25 20,640 3 0 3 110 21,712 3 0 3 115 21,846 3 0 3 116 1 13,116 2 0 2 70 T2M 20,167 3 0 3 107 21,215 3 0 3 113 21,346 3 0 3 114 13,138 2 0 2 70 US 20,142 3 0 3 107 21,188 3 0 3 113 21,319 3 0 3 113 13,110 2 0 2 70 T3M 20,325 3 0 4 108 21,381 3 0 4 114 21,513 3 0 4 114 13,135 2 0 3 70 T4M 20,601 3 0 4 110 21,672 3 0 4 115 21,805 3 0 4 116 13,108 2 0 2 70 TFTM 20,293 3 0 4 108 21,348 3 0 4 114 21,479 3 0 4 114 13,349 2 0 2 71 700 m 188W T5VS 21,438 4 0 1 114 22,551 4 0 1 120 22,690 4 0 1 121 13,864 3 0 1 74 T5S 21,596 4 0 1 115 22,718 4 0 1 121 22,859 4 0 1 122 13,856 3 0 1 74 T5M 21,634 5 0 3 115 22,758 5 0 3 121 22,898 5 0 3 122 13,790 31:a 2 73 T5W 21,316 5 0 3 113 22,423 5 0 3 119 22,561 5 0 3 120 13,617 4 0 2 72 BLC 15,637 2 0 2 83 16,791 2 0 3 89 16,896 2 0 3 90 80C LEDs) LCCO 15,192 2 0 3 81 16,313 2 0 3 87 16,415 2 0 3 87 (80 RCCO 15,192 2 0 3 81 16,313 2 0 3 87 16,415 2 0 3 87 T15 27,547 3 0 3 98 28,978 3 0 3 103 29,157 3 0 3 103 18,125 2 0 2 64 T25 28,403 3 0 3 101 29,879 4 0 4 106 30,063 4 0 4 107 17,791 3 0 3 63 T2M 27,753 3 0 4 98 29,195 3 0 4 104 29,375 3 0 4 104 17,821 3 0 3 63 T3S 27,718 3 0 4 98 29,158 3 0 4 103 29,338 3 0 4 104 17,782 2 0 2 63 T3M 27,970 3 0 5 99 29,423 4 0 5 104 29,605 4 0 5 105 17,817 3 0 3 63 T4M 28,350 3 0 4 101 29,823 3 0 5 106 30,007 3 0 5 106 17,779 2 0 3 63 TFTM 27,927 3 0 4 99 29,377 3 0 4 104 29,559 3 0 4 105 18,107 2 0 3 64 1000 m 282W T5VS 29,501 5 0 1 105 31,034 5 0 1 110 31,225 5 0 1 111 18,805 3 0 1 67 T5S 29,720 5 0 2 105 31,264 5 0 2 111 31,457 5 0 2 112 18,794 3 0 1 67 T5M 29,772 5 0 3 106 31,318 5 0 3 111 31,512 5 0 3 112 18,705 4 0 2 66 T5W 29,333 5 0 4 104 30,857 5 0 4 109 31,048 5 0 4 110 18,740 4 0 2 66 BLC 20,649 2 0 3 73 22,174 2 0 3 79 22,313 2 0 3 79 LCCO 20,061 3 0 3 71 21,542 3 0 3 76 21,677 3 0 3 77 RCCO 20,061 3 0 3 71 21,542 3 0 3 76 21,677 3 0 3 77 T15 30,431 3 0 3 95 32,011 4 0 4 99 32,209 4 0 4 100 T25 31,376 4 0 4 97 33,006 4 0 4 103 1 33,210 4 0 4 103 T2M 30,658 4 0 4 95 32,251 4 0 4 100 32,450 4 0 4 101 T3S 30,620 3 0 4 95 32,210 3 0 4 100 32,409 3 0 4 101 T3M 30,898 4 0 5 96 32,503 4 0 5 101 32,703 4 0 5 102 1200 m 322W T4M 31,318 3 0 5 97 32,945 3 0 5 102 33,148 3 0 5 103 TFTM 30,850 3 0 4 96 32,452 3 0 5 101 32,652 3 0 5 101 T5VS 32,589 5 0 1 101 34,282 5 0 1 106 34,494 5 0 1 107 T55 32,830 5 1 0 2 102 34,536 5 0 2 107 34,749 5 0 2 108 T5M 32,888 5 0 4 102 34,596 5 0 4 107 34,810 5 0 4 108 TSW 32,404 5 0 4 101 34,087 5 0 4 106 34,297 5 0 4 107 '. L/THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSX2 -LED Rev. 04/18/16 L /GHT /NG 0 2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 2 of 5 Performance Data 30K 40K 000 K, 70 000 K, 70 000 K, 70 CRI) (Amber Phosphor Converted) T1S 19,856 3 0 3 113 20,887 3 0 3 119 21,016 3 0 3 120 13,100 2 0 2 75 US 20,473 3 0 3 117 21,537 3 0 3 123 21,670 3 0 3 124 12,859 2 0 2 73 T2M 20,004 3 0 3 114 21,043 3 0 3 120 21,173 3 0 3 121 12,881 2 0 2 74 US 19,979 3 0 3 114 21,017 3 0 3 120 21,147 3 0 3 121 12,853 2 0 2 73 T3M 20,161 3 0 4 115 21,208 3 0 4 121 21,339 3 0 4 122 12,878 2 0 3 74 TV 20,435 3 0 4 117 21,496 3 0 4 123 21,629 3 0 4 124 12,851 2 0 2 73 TFTM 20,129 1 3 0 3 115 1 21,175 3 0 4 121 21,306 3 0 4 1 122 13,088 2 0 2 75 530 m 175W T5VS 21,264 4 0 1 122 22,369 4 0 1 128 22,507 4 0 1 129 13,592 3 0 1 78 T5S 21,422 4 0 1 122 22,535 4 0 1 129 22,674 4 0 1 130 13,584 3 0 1 78 T5M 21,459 5 0 3 123 22,574 5 0 3 129 22,713 5 0 3 130 13,520 3 0 2 77 T5W 21,143 5 0 3 121 22,242 5 0 3 127 22,379 5 0 3 128 13,350 4 0 2 76 BLC 19,032 2 0 3 109 20,438 2 0 3 117 20,565 2 0 3 118 LCCO 18,490 2 0 3 106 19,856 3 0 3 113 19,980 3 0 3 114 RCCO 18,490 2 0 3 106 19,856 3 0 3 113 19,980 3 0 3 114 T1S 25,219 3 0 3 109 26,529 3 0 3 114 26,692 3 0 3 115 16,441 2 0 2 71 US 26,002 3 0 3 112 27,353 3 0 3 118 27,522 3 0 3 119 16,138 2 0 2 70 T2M 25,407 3 0 4 110 26,727 3 0 4 115 26,892 3 0 4 116 16,165 2 0 3 70 T3S 25,375 3 0 3 109 26,693 3 0 4 115 26,858 3 0 4 116 16,130 2 0 2 70 T3M 25,606 3 0 4 110 26,936 3 0 4 116 27,102 3 0 4 117 16,161 2 0 3 70 UM 25,954 3 0 4 112 27,302 3 0 4 118 27,471 3 0 4 118 16,127 2 0 3 70 TFTM 25,566 3 0 4 110 26,897 3 0 4 116 27,060 3 0 4 117 16,425 2 0 2 71 700 m 232W T5VS 27,007 5 0 1 116 28,410 5 0 1 122 28,586 5 0 1 123 17,058 3 0 1 74 T5S 27,207 5 0 2 117 28,621 5 0 2 123 28,797 5 0 2 124 17,048 3 0 1 73 T5M 27,255 5 0 3 117 28,671 5 0 3 124 28,848 5 0 3 124 16,967 4 0 2 73 T5W 26,854 5 0 4 116 28,249 5 0 4 122 28,423 5 0 4 123 16,154 4 0 1 2 72 100C BLC 24,229 2 0 3 104 26,018 2 0 4 112 26,181 2 0 4 113 LCCO 23,539 3 0 4 101 25,277 3 0 4 109 25,435 3 0 4 110 (100 LEDs) RCCO 23,539 3 0 4 101 25,277 3 0 4 109 25,435 3 0 4 110 T1S 34,490 4 0 4 96 36,281 4 0 4 101 36,505 4 0 4 101 22,196 3 0 3 62 US 35,561 4 0 4 99 37,409 4 0 4 104 37,640 4 0 4 105 21,787 3 0 3 61 T2M 34,747 4 0 4 97 36,552 4 0 4 102 36,778 4 0 4 102 21,824 3 0 3 61 T3S 34,704 3 0 4 96 36,507 4 0 4 101 36,732 4 0 4 102 21,776 3 0 3 60 T3M 35,019 4 0 5 97 36,838 4 0 5 102 37,065 4 0 5 103 21,819 3 0 3 61 UM 35,495 4 0 5 99 37,339 4 0 5 104 37,569 4 0 5 104 21,773 3 0 3 60 TFTM 34,964 3 0 S 97 36,781 3 0 5 102 37,008 3 0 5 103 22,175 3 0 3 62 1000 m 360W T5VS 36,936 5 0 1 103 38,855 5 0 1 108 39,095 5 0 1 109 23,029 4 0 1 64 T5S 37,209 5 0 2 103 39,142 5 1 0 2 109 39,384 5 0 2 109 23,016 4 0 1 64 T5M 37,274 5 0 4 104 39,211 5 0 4 109 39,453 5 0 4 110 22,906 4 0 2 64 T5W 36,726 5 0 4 102 38,634 5 0 4 107 38,872 5 0 4 108 22,619 4 0 2 63 BLC 31,996 3 0 4 89 34,358 3 0 4 95 34,573 3 0 4 96 LCCO 31,085 3 0 4 86 33,380 3 0 4 93 33,588 3 0 4 93 RCCO 31,085 3 0 4 86 33,380 3 0 4 93 33,588 3 0 4 93 T1S 37,667 4 0 4 94 39,623 4 0 4 99 39,868 4 0 4 100 T25 38,837 4 0 4 97 40,855 4 0 4 102 41,107 4 0 4 103 T2M 37,948 4 0 S 95 39,919 4 0 5 100 40,166 4 0 5 100 T3S 37,901 4 0 4 95 39,869 4 0 4 100 40,116 4 0 4 100 T3M 38,244 4 0 5 96 40,231 4 0 5 101 40,480 4 0 5 101 1200 m 400W TV 38,765 4 0 5 97 40,778 4 0 5 102 41,030 4 0 5 103 TFTM 38,185 3 0 5 95 40,169 4 0 5 100 40,417 4 0 5 101 T5VS 40,338 5 0 1 101 42,434 5 0 1 106 42,696 5 0 1 107 T55 40,637 5 0 2 102 42,748 5 0 2 107 43,012 5 0 2 108 T5M 40,708 5 0 4 102 42,823 5 0 4 107 43,087 5 0 4 108 T5W 40,109 5 0 5 100 42,192 5 0 5 105 42,453 5 0 5 106 '. L17,41MVIA One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSX2 -LED Rev. 04/18/16 L/GHT/NG ©2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 3 of 5 Performance Data I and R90 Rotated Optics 40K 50K AMBPC 000 000 0 00 0 • Phosphor MM7 MUMMMME S 17,539 3 0 3 117 18,451 3 0 3 123 18,564 3 0 3 124 11,475 3 0 3 76 S 18,084 3 0 3 121 19,024 3 0 3 127 19,141 3 0 3 128 11,448 3 0 3 76 M 17,670 3 0 3 118 18,588 3 0 3 124 18,703 3 0 3 125 11,467 3 0 3 76 S 17,648 3 0 3 118 18,565 3 0 3 124 18,680 3 0 3 125 11,442 3 0 3 76 M 17,808 3 0 3 119 18,734 3 0 4 125 18,849 3 0 4 126 11,464 4 0 4 76 T4M 18,051 3 0 4 120 18,988 3 0 4 127 19,106 3 0 4 127 11,440 4 0 4 76 TFfM 17,781 3 0 3 119 18,704 3 0 3 125 18,820 3 0 3 125 11,651 4 0 4 78 530 mA 150W T5VS 18,783 4 0 1 125 19,759 4 0 1 132 19,881 4 0 1 133 12,289 3 0 1 82 T5S 18,923 4 0 1 126 19,906 4 0 1 1 133 20,028 4 0 1 134 11,978 3 0 1 80 T5M 18,956 4 0 2 126 19,940 4 0 2 133 20,063 4 1 0 2 134 12,301 4 0 2 82 T5W 18,677 5 0 3 125 19,647 5 0 3 131 19,768 5 0 3 132 12,109 4 0 2 81 BLC 16,949 4 0 4 113 18,200 4 0 4 121 18,314 4 0 4 122 LCCO 16,466 3 0 3 110 17,682 3 0 3 118 17,793 3 0 3 119 RCCO 16,466 3 0 3 110 17,682 3 0 3 118 17,793 3 0 3 119 T1S 22,323 3 0 3 108 23,483 3 0 3 114 23,628 3 0 3 115 14,387 3 0 3 70 T2S 23,017 3 0 3 112 24,213 3 0 3 118 24,362 3 0 3 118 14,354 3 0 3 70 T2M 22,490 3 0 3 109 23,658 3 0 3 115 23,804 3 0 3 116 14,378 4 0 4 70 T3S 22,462 3 0 3 109 23,629 3 0 3 115 23,774 3 0 3 115 14,347 4 0 4 70 T3M 22,666 3 0 4 110 23,843 3 0 4 116 23,990 3 0 4 116 14,374 4 0 4 70 T4M 22,974 3 0 4 112 24,167 3 0 4 117 24,317 3 0 4 118 14,344 4 0 4 70 TF1M 22,630 3 0 4 110 23,806 3 0 4 116 23,953 3 0 4 116 14,609 4 0 4 71 700 mA 206 W T5VS 23,906 5 0 1 116 25,148 5 0 1 122 25,304 5 0 1 123 15,408 4 0 1 75 T5S 24,084 4 0 2 117 25,335 5 0 2 123 25,491 5 0 2 124 15,019 4 0 1 73 T5M 24,126 5 0 3 117 25,379 5 0 3 123 25,536 5 0 3 124 15,424 4 0 2 75 TSW 23,770 5 0 3 115 25,005 5 0 4 121 25,160 5 0 4 122 15,182 4 0 2 74 BLC 21,577 4 0 4 105 23,170 4 0 4 112 23,315 4 0 4 113 90C LEDs) LCCO 20,963 3 0 3 102 22,510 3 0 3 109 22,651 3 0 3 110 (90 RCCO 20,963 3 0 3 102 22,510 3 0 3 109 22,651 3 0 3 110 TI S 30,621 3 0 3 96 32,212 4 0 4 101 32,411 4 0 4 101 19,288 4 0 4 60 T2S 31,573 4 0 4 99 33,213 4 0 4 104 33,418 4 0 4 104 19,243 4 0 4 60 T2M 30,850 4 0 4 96 32,453 4 0 4 101 32,653 4 0 4 102 19,275 4 0 4 60 BS 30,812 3 0 4 96 32,412 3 0 4 101 32,612 3 0 4 102 19,233 4 0 4 60 T3M 31,091 4 0 5 97 32,706 4 0 5 102 32,908 4 0 5 103 19,270 4 0 4 60 T4M 31,514 3 0 5 98 33,151 3 0 5 104 33,356 3 0 5 104 19,230 4 0 4 60 THM 31,043 3 0 4 97 32,656 3 0 1 5 102 32,857 3 0 5 103 19,585 4 0 4 61 1000 mA 320W T5V5 32,793 5 0 1 102 34,497 5 0 1 108 34,710 5 0 1 108 20,656 4 0 1 65 T5S 33,036 5 0 2 103 34,752 5 0 2 109 34,967 5 0 2 109 20,135 4 0 1 63 T5M 33,094 5 0 4 103 34,813 5 0 4 109 35,028 5 0 4 109 20,677 4 0 2 65 T5W 32,607 5 0 4 102 34,301 5 0 4 107 34,512 5 0 4 108 20,354 5 0 3 64 BLC 28,493 4 0 4 89 30,597 5 0 4 96 30,788 5 0 4 96 LCCO 27,682 3 0 4 87 29,726 3 0 4 93 29,912 3 0 4 93 RCCO 27,682 3 0 4 87 29,726 3 0 4 93 29,912 3 0 4 93 T1S 33,523 4 0 4 92 35,265 4 0 4 97 35,483 4 0 4 1 98 T2S 34,565 4 0 4 95 36,361 4 0 4 100 36,585 4 0 4 101 T2M 33,774 4 0 4 93 35,528 4 0 4 98 35,748 4 0 4 98 BS 33,732 3 0 4 93 35,484 3 0 4 98 35,703 3 0 4 98 T3M 34,038 4 0 5 94 35,806 4 0 5 99 36,027 4 0 5 99 1200 mA 363 W T4M 34,501 4 0 5 95 36,293 4 0 5 100 36,517 4 0 5 101 TFfM 33,985 3 0 5 94 35,750 3 0 5 98 35,971 3 0 5 99 T5VS 5 0 1 99 37,766 5 0 1 104 37,999 5 0 1 105 T5S 5 0 2 100 38,046 5 0 2 105 38,281 5 0 2 105 T5M N35,697 5 0 4 100 38,112 5 0 4 105 38,348 5 0 4 106 T5W 5 0 4 98 37,551 5 0 4 103 37,783 5 0 4 104 '. L /THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSX2 -LED Rev. 04/18/16 L /GHT /NG 0 2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 4 of 5 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0 -40 °C (32- 104 °F). Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25 °C ambient, based on 10,000 hours of LED testing (tested per IESNA LM -80 -08 and projected per IESNA TM- 21 -11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. 0 25,000 50,000 100,000 0 °C 32 °F 1.04 1 O 50 °F 1.02 20 °C 68°F 1.01 25 °C 77 °F 1.00 30 °C 86 °F 0.99 40 °C 104 °F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the platforms noted in a 25 °C ambient, based on 10,000 hours of LED testing (tested per IESNA LM -80 -08 and projected per IESNA TM- 21 -11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. 0 25,000 50,000 100,000 DSX2 LED 80C 1200 120 1.0 0.98 0.95 0.90 DSX2 LED 100C 1000 347 1.0 0.98 0.95 0.90 DSX2 LED 100C 1200 137W 1.0 0.97 0.94 0.88 Electrical Load 16 see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D- Series Area Size 2 homepage. Isofootcandle plots for the DSX2 LED 80C 100040K. Distances are in units of mounting height (30'). LEGEND 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 a 4 3 2 1 0 1 2 3 4 ■ 0.1 fc = _ 3 -O 3 -O 3 -O _ 1 �_ 0 3 ■ 0.5 fc �e 2 2 2 2 ® 1.0 fc o • O o 0 0 1 o a r a F Q .a_ _ �Q .2 J< .2 2 �a N Z 3 z -3 o Z -3 -3 .- - - -_ -_ 0 w a T1S Z s T3M N s 4 T4M 1, s .4 TSW F 3 -3 F= 3 F 3 FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D- Series Area Size 2 reflects the embedded high performance LED technology. It is ideal for applications like car dealerships and large parking lots adjacent to malls, transit stations, grocery stores, home centers, and other big -box retailers. CONSTRUCTION Single -piece die -cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED drivers are mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (1.1 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc - infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non - textured finishes. OPTICS Precision - molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K, or 5000 K (70 CRI) configurations. The D- Series Size 2 has zero uplight and qualifies as a Nighttime Friendly - product, meaning it is consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful uplight. ELECTRICAL Light engine configurations consist of 80, 90 or 100 high - efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L99/100,000 hrs at 25 °C). Class 1 electronic drivers have a power factor >90 %, THD <20 %, and an expected life of 100,000 hours with <1% failure rate. Easily- serviceable surge protection device meets a minimum Category C Low operation (per ANSI /IEEE C62.41.2). INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D- Series Size 2 to withstand up to a 2.0 G vibration load rating per ANSI C136.31. The D- Series Size 2 utilizes the AERISTI'^ series pole drilling pattern (Template #8). NEMA photocontrol receptacle is available. LISTINGS UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40 °C minimum ambient. U.S. Patent No. D670,857 S. International patent pending. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at to confirm which versions are qualified. WARRANTY 5 -year limited warranty. Complete warranty terms located at: oitybrands .com /CustomerResources/Terms and conditions.asix Note: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. 0FA L /THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.litlionia.com DSX2 -LED Rev. 04/18/16 L /GHT /NG 0 2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 5 of 5 120 208 240 277 347 480 530 137W 1.15 0.66 0.53 0.51 0.39 0.28 80 700 188W 1.58 0.92 0.81 0.73 0.55 0.41 1000 282W 2.37 1.35 1.18 1.04 0.83 0.61 530 175W 1.47 0.86 0.76 0.68 0.51 0.38 100 700 232W 1.95 1.13 0.99 0.88 0.67 0.49 1000 360W 3.03 1.72 1.49 13 1.05 0.77 16 see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D- Series Area Size 2 homepage. Isofootcandle plots for the DSX2 LED 80C 100040K. Distances are in units of mounting height (30'). LEGEND 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 a 4 3 2 1 0 1 2 3 4 ■ 0.1 fc = _ 3 -O 3 -O 3 -O _ 1 �_ 0 3 ■ 0.5 fc �e 2 2 2 2 ® 1.0 fc o • O o 0 0 1 o a r a F Q .a_ _ �Q .2 J< .2 2 �a N Z 3 z -3 o Z -3 -3 .- - - -_ -_ 0 w a T1S Z s T3M N s 4 T4M 1, s .4 TSW F 3 -3 F= 3 F 3 FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the D- Series Area Size 2 reflects the embedded high performance LED technology. It is ideal for applications like car dealerships and large parking lots adjacent to malls, transit stations, grocery stores, home centers, and other big -box retailers. CONSTRUCTION Single -piece die -cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED drivers are mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (1.1 ft2) for optimized pole wind loading. FINISH Exterior parts are protected by a zinc - infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non - textured finishes. OPTICS Precision - molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K, or 5000 K (70 CRI) configurations. The D- Series Size 2 has zero uplight and qualifies as a Nighttime Friendly - product, meaning it is consistent with the LEED® and Green GlobesTM criteria for eliminating wasteful uplight. ELECTRICAL Light engine configurations consist of 80, 90 or 100 high - efficacy LEDs mounted to metal -core circuit boards to maximize heat dissipation and promote long life (up to L99/100,000 hrs at 25 °C). Class 1 electronic drivers have a power factor >90 %, THD <20 %, and an expected life of 100,000 hours with <1% failure rate. Easily- serviceable surge protection device meets a minimum Category C Low operation (per ANSI /IEEE C62.41.2). INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D- Series Size 2 to withstand up to a 2.0 G vibration load rating per ANSI C136.31. The D- Series Size 2 utilizes the AERISTI'^ series pole drilling pattern (Template #8). NEMA photocontrol receptacle is available. LISTINGS UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40 °C minimum ambient. U.S. Patent No. D670,857 S. International patent pending. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at to confirm which versions are qualified. WARRANTY 5 -year limited warranty. Complete warranty terms located at: oitybrands .com /CustomerResources/Terms and conditions.asix Note: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. 0FA L /THON /A One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.litlionia.com DSX2 -LED Rev. 04/18/16 L /GHT /NG 0 2011 -2016 Acuity Brands Lighting, Inc. All rights reserved. Page 5 of 5 d "series Specifications Luminaire Width: 13 -3/4" Weight: (34.9 cm) Depth: 10" (25.4 cm) Height: 6 -3/8" (76.2 cm) D- Series Size LED Wall Luminaire Oft 'Figfh irig NIGHnIME f.r. FRIENDLY Back Box (BBW, ELCW) 12 Has Width: 13 -3/4" BBW (5.4 k9) (34.9 cm) Weight: Depth: 4° ELCW 40K 4000 K (10.2 cm) Weight: Height: 6 -3/8" engine) en en (16.2 cm) shipped separately. D D Wpp �IIIIII H ED Q d W For 3/4" NPT side -entry conduit (BBW only) 1 Catalog Number Notes Type W I-Ilt the Tab key or mouse over the pace to see ell interactive elemen Introduction The D- Series Wall luminaire is a stylish, fully integrated LED solution for building -mount 5 Ibs applications. It features a sleek, modern design (2.3 kg) and is carefully engineered to provide long- lasting, 10 Ibs energy - efficient lighting with a variety of optical (4.5 kg) and control options for customized performance. With an expected service life of over 20 years of nighttime use and up to 74% in energy savings over comparable 250W metal halide luminaires, the D- Series Wall is a reliable, low- maintenance lighting solution that produces sites that are exceptionally illuminated. Ordering Information DDBTXD DWO LED Series LEDs Drive Current Colortemperature Distribution Voltage Mounting Control Options DSXW1 LED 10C 10 LEDs 350 350 mA 30K 3000 K T25 Type II Short MULTI Shipped included Shipped installed 530 530 mA 40K 4000 K T2M Type II Medium 120' (blank) Surface PE Photoelectric cell, button type 4 engine) en en photocontrol (P option). shipped separately. 2 Only available with 20C, 700mA or 1000mA. Not available with PIR or PIRH. 3 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. DSXWHS U House -side shield (one per 700 700 mA 50K 5000 K T3S Type III Short 208' mounting DMG 0 -10V dimming driver (no controls) 20C LEDs (two 1000 1000mA AMBPC Amber T31M Type III Medium 240' bracket FIR 180° motion /ambient lightsensor,<15'mtghts engines) (1 A) phosphor T4M Type IVMedium 277' BBW Surface PIRH 180° motion /ambient light sensor, 15- 30'mtghts converted mounted TFTM Forward Throw 3471 back box PIRIFC3V Motion /ambient sensor, 8-15'mounting height, ambi- Medium 4801 (for conduit ent sensor enabled atlfc5 ASYDF Asymmetric entry) s PIRHIFC3V Motion /ambient sensor, 15 -30' mounting height, diffuse ambient sensor enabled at tfc ELCW Emergency battery backup (includes external compo- nent enclosure) 5 OtherOptions � -, Shipped installed Shipped separately' DDBXD Dark bronze DSSXD Sandstone DWHGXD Textured white SF Single fuse (120, 277 or 347V)1 BSW Bird - deterrent spikes DBLXD Black DDBTXD Textured dark bronze DSSTXD Textured sandstone DF Double fuse (208,240or480V)1 WG Wire guard DNAXD Natural aluminum DBLBXD Textured black HS House-side shield I VG Vandal guard DWHXD White DNATXD Textured natural aluminum SPD Separate surge protection 9 DDL Diffused drop lens NOTES iCC @ssorl @S VOLT driver operates on any line voltage from 120 -277V ( 50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options), or photocontrol (P option). shipped separately. 2 Only available with 20C, 700mA or 1000mA. Not available with PIR or PIRH. 3 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory. DSXWHS U House -side shield (one per 4 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. Not available with motion /ambient light sensors (PIR or PIRH). light engine) 5 PIR and PIRIFC3V specifies the Sensor Switch SBGR- IO -ODP control; PIRH specifies the Sensor Switch SBGR -6 -ODP control; see Motion Sensor Guide for details. DSXWBSW U Bird - deterrent spikes Includes ambient light sensor. Not available with "PE" option (button type photocell). Dimming driver standard. Not available with 20 LED /1000 mA configuration DSXWIWG U Wire guard accessory (DSXWI LED 20C1000). DSXWIVGU Vandal guard accessory 6 Cold weather ( -20C) rated. Not compatible with conduit entry applications. Not available with BBW mounting option. Not available with fusing. Not available with 347 or 480 voltage options. Emergency components located in back box housing. Emergency mode IES files located on product page at www.hthonia.com 7 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. Not available with ELCW. 8 Also available as a separate accessory; see Accessories information. 9 See the electrical section on page 3 for more details. ' One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com L /GHT/NG © 2013 -2016 Acuity Brands Lighting, Inc. All rights reserved. Performance Data Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM- 79 -08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Contact factory for performance data on any configurations not shown here. 01L177YUMIA . One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSXW1 -LED L/Gh/ YVA7 0 2013 -2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 3/09/16 T2S 1415 0 0 T2M 1349 0 0 1 101 1520 0 0 1 109 1529 0 0 1 109 894 0 0 1 64 1 96 1449 0 0 1 104 1458 0 0 1 104 852 0 0 1 61 T3S 1400 0 0 1 100 1503 0 0 1 107 1512 0 0 1 108 884 0 0 1 63 350mA 14W T3M 1386 0 0 1 99 1488 0 0 1 106 1497 0 0 1 107 876 0 0 1 63 T4M 1358 0 0 1 97 1,458 0 0 1 104 1467 0 0 1 105 858 0 0 1 61 TFTM 1,411 0 0 1 101 1,515 0 0 1 108 1,52S 0 0 1 109 892 0 0 1 64 ASYDF 1,262 0 0 1 90 1,355 1 0 1 97 1,363 1 0 1 97 797 0 0 1 57 T2S 2,054 1 0 1 103 2,205 1 0 1 1 1 110 2,219 1 0 1 1 111 1,264 0 0 1 1 63 T2M 1,957 1 0 1 98 2,102 1 0 1 105 2,115 1 0 1 106 1,205 0 0 1 60 530 mA 20W T3S 2,031 0 0 1 102 2,181 0 0 1 109 2,195 0 0 1 110 1,250 0 0 1 63 T3M 2,010 1 0 1 101 2,159 1 0 1 108 2,172 1 0 1 109 1,237 0 0 1 62 T4M 1,970 1 0 1 99 2,115 1 0 1 106 2,128 0 0 1 106 1,212 0 0 1 61 10C TFTM 2,047 0 0 1 102 2,198 0 0 1 110 2,212 0 0 1 111 1,260 0 0 1 63 ASYDF 1,830 1 0 1 1 92 1,966 1 0 1 98 1,978 1 0 1 99 1,127 1 0 0 1 56 US 2,623 1 0 1 1 97 1 2,816 1 0 1 104 2,834 1 0 1 1 105 1,544 0 0 1 1 57 (10 LEDs) T2M 2,499 1 0 1 93 2,684 1 0 1 99 2,701 1 0 1 100 1,472 0 0 1 1 1 55 T3S 2,593 1 0 1 96 2,785 1 0 1 103 2 802 1 0 1 104 1,527 0 0 1 1 1 57 700 mA 27W T3M 2,567 1 0 1 95 2,757 1 0 1 102 2,774 1 0 1 103 1,512 0 0 1 1 1 56 T4M 2,515 1 0 1 93 2,701 1 1 0 1 1 100 2,718 1 0 1 101 1,481 0 0 1 1 1 55 TFTM 2,614 1 0 1 97 2,807 1 1 0 1 1 104 2,825 1 0 1 105 1,539 0 0 1 57 ASYDF 2,337 1 1 0 1 87 2,510 1 1 0 1 1 93 2,526 1 0 1 94 1,376 0 0 1 51 T2S 3,685 1 0 1 92 3,957 1 1 0 1 1 99 3,982 1 1 0 1 100 2,235 1 0 1 58 T2M 3,512 1 0 1 88 3,771 1 0 1 94 3 795 1 0 1 95 2,130 1 0 2 55 T3S 3,644 1 0 1 91 3,913 1 0 1 98 3 938 1 0 1 98 2,210 1 0 2 57 1000 mA 40W T3M 3,607 1 0 1 90 3,874 1 0 1 97 3 898 1 0 1 97 2,187 1 0 2 56 TV 3,534 1 0 1 88 3,795 1 0 1 95 3 819 1 0 1 95 2,143 1 0 2 55 TFTM 3,674 1 0 1 92 3,945 1 0 1 99 3 969 1 0 1 99 2,228 1 0 2 57 ASYDF 3,284 1 0 1 82 3,527 1 0 1 88 3 549 1 0 1 89 1,991 1 0 2 51 T2S 2,820 1 0 1 118 3,028 1 0 1 126 3 047 1 0 1 127 1,777 1 0 1 1 74 T2M 2,688 1 0 1 1 112 1 2,886 1 0 1 1 1 120 2,904 1 0 1 121 1,693 1 0 1 71 350mA 24W T3S 2,789 1 0 1 116 2,995 1 0 2 1 125 3,013 1 0 2 126 1,757 0 0 1 73 T3M 2,761 1 0 1 115 2,964 1 0 2 124 2,983 1 0 2 1 124 1,739 1 0 1 72 T4M 2,705 1 0 1 113 2,904 1 0 2 121 2,922 1 0 1 2 1 122 1,704 1 0 1 71 TFTM 2,811 1 0 1 117 3,019 1 0 2 126 3,038 1 0 1 2 127 1,771 0 0 1 74 ASYDF 2,513 1 0 1 105 2,699 1 0 2 112 2,716 1 0 2 113 1,584 1 0 1 66 T2S 4,079 1 0 1 113 4,380 1 0 1 122 4,408 1 0 1 122 2,504 1 0 1 70 T2M 3,887 1 0 1 108 4,174 1 0 1 116 4,200 1 0 1 117 2,387 1 1 0 1 1 66 T3S 4,034 1 0 1 112 4,332 1 0 1 120 4,359 1 0 1 121 2,477 1 0 1 69 530 mA 36W T3M 3,993 1 0 1 111 4,288 1 0 1 119 4,315 1 0 1 120 2,451 1 0 2 68 20C TV 3,912 1 0 2 109 4,201 1 0 2 117 4,227 1 0 1 117 2,402 1 0 1 67 TFTM 4,066 1 0 1 113 4,367 1 0 1 121 1 4,394 1 0 1 122 2,496 1 0 1 69 ASYDF 3,635 1 1 0 1 2 101 3,904 1 1 0 2 108 3,928 1 0 2 109 2,232 1 0 1 62 (20 LEDs) US 5,188 1 0 1 110 5,571 1 0 1 119 5,606 1 0 1 119 3,065 1 0 1 65 T2M 4,945 1 0 1 105 5,310 1 0 1 113 5,343 1 0 1 114 2,921 1 0 1 62 T35 5,131 1 0 1 109 5,510 1 0 2 117 5,544 1 0 2 118 3,031 1 0 1 64 700 mA 47W T3M 5,079 1 0 2 108 5,454 1 0 2 116 5,488 1 0 2 117 3,000 1 0 1 64 T4M 4,976 1 0 2 106 5,343 1 0 2 114 5 377 1 0 2 114 2,939 1 0 1 63 TFTM 5,172 1 0 2 110 5,554 1 0 2 118 5 589 1 0 2 119 3,055 1 0 1 65 ASYDF 4,624 1 0 2 98 4,966 1 0 2 106 4,997 1 0 2 106 2,732 1 0 1 58 T2S 7,205 1 0 1 97 7,736 1 0 1 1 105 7,785 1 0 1 1 105 4,429 1 0 1 61 T2M 6,866 1 0 2 93 7,373 1 0 2 1 100 7,419 1 0 2 100 4,221 1 0 2 58 1000 mA 74W T3S 7,124 1 0 2 96 7,650 1 0 7 698 1 0 2 104 4 380 1 0 2 60 T3M 7 052 1 0 2 95 7 736 1 0 620 1 0 2 103 4 335 1 0 T4M 6 910 1 0 2 93 7 420 1 0 E21 7 466 1 0 2 101 4 248 1 0 TFTM 1 0 2 97 7 712 1 0 7 760 1 0 2 105 ASYDF 6 421 1 0 2 87 6 895 2 0 6 938 2 0 2 94 3 947 1 0 2 54 01L177YUMIA . One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSXW1 -LED L/Gh/ YVA7 0 2013 -2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 3/09/16 Performance Data A&2 Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0 -40 °C (32- 104 °F). s 0 °C 32 °F 1.02 10 °C 50 °F 1.01 20 °C 68 °F 1.00 25 °C 77 °F 1.00 30 °C 86 °F 1.00 40 °C 1041 0.98 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the DSXW1 LED 20C 1000 platform in a 25 °C ambient, based on 10,000 hours of LED testing (tested per IESNA LM- 80-08 and projected per IESNA TM-21-1 1). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. 0 25,000 50,000 100,000 1.0 0.95 0.93 0.88 Electrical Load ® 120V 208V 240V 277V 347V 480V 350 14W 0.13 0.07 0.06 0.06 - - 530 20W 0.19 0.11 0.09 0.08 - - 10C 700 27W 0.25 0.14 0.13 0.11 - - 1000 40W 0.37 0.21 0.19 0.16 - - 350 24W 0.23 0.13 0.12 0.10 - - 530 36W 0.33 0.79 0.17 0.14 - - 20C 700 47W 0.44 0.25 0.22 0.19 0.15 0.11 1000 74W 0.69 0.40 0.35 0.30 0.23 0.17 Photometric Diagrams To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's D- Series Wall Size 1 homepage. Isofootcandle plots for the DSXW1 LED 20C 1000 40K. Distances are in units of mounting height (15'). LEGEND 4 3 2 1 0 1 2 3 4 s 4 3 2 i o r z 3 4 s 4 A- 4 V 4 a 4 0.1 fc I ■ 3 -III- -0 3'1.x1 I�r I .� I 3 0.5 fc z _ 01 z 10 z 1.0 fc -2 -2 -2 N� N� .3 T2M Z Z T3M Z Z -4 �= J I I I V I f= Distribution overlay comparison to 25OW metal halide. 3 2 1 o 1 z 3 4 s 3 LEGEND ■DSXW1, 0.5 fc ■ TWF2, 0.5 fc • I10' W Sidewalk LLDs: TWF2 =0.72 DSXW1 =0.95 N� Z T3S z w TWF2250M Pulse, 15' Mounting Ht K T3M (left), ASYDF (right) lenses HS - House -side shields BSW - Bird - deterrent spikes WG - Wire guard VG - Vandal DDL - Diffused drop lens guard FEATURES & SPECIFICATIONS INTENDED USE The energy savings, long life and easy -to- install design of the D- Series Wall Size 1 make it the smart choice for building- mounted doorway and pathway illumination for nearly any facility. CONSTRUCTION Two -piece die -cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED driver is mounted to the door to thermally isolate it from the light engines for low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). FINISH Exterior parts are protected by a zinc- infused Super Durable TG IC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in textured and non- textured finishes. OPTICS Precision- molded proprietary acrylic lenses provide multiple photometric distributions tailored specifically to building mounted applications. Light engines are available in 3000 K (80 min. CRI), 4000 K (70 min. CRI) or 5000 K (70 CRI) configurations. ELECTRICAL Light engine(s) consist of 10 high- efficacy LEDs mounted to a metal -core circuit board to maximize heat dissipation and promote long life (L88/100,000 hrs at 25 °C). Class 1 electronic drivers have a power factor >90 %, THD <20 %, and a minimum 2.5KV surge rating. When ordering the SPD option, a separate surge protection device is installed within the luminaire which meets a minimum Category C Low (perANSI/IEEE C62.41.2). INSTALLATION Included universal mounting bracket attaches securely to any 4" round or square outlet box for quick and easy installation. Luminaire has a slotted gasket wireway and attaches to the mounting bracket via corrosion- resistant screws. LISTINGS CSA certified to U.S. and Canadian standards. Rated for -40 °C minimum ambient. DesignLights Consortium@ (DLC) qualified product. Not all versions of this product may be DLC qualified. Please checkthe DLC Qualified Products List atwww.designlights.org to confirm which versions are qualified. WARRANTY Five -year limited warranty. Complete warranty terms located at www.acuitybrands.com/ CustomerResources /Terms_and_conditian:. , 1 .: . Note: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. 01L17,41UYVIA . One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 • www.lithonia.com DSXW1 -LED LAGAIrlyVG 0 2013 -2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 3/09/16 LE TE K° Project Type LITE -ON GROUP Catalog No. EnduraluxT"" LED Canopy Light LCN3 Luminaire Data Weight 15 Ibs [6.8 kg] Ordering Information Sample Catalog No. LCN3 60T MV CW 55 WH 101n [255 mm] E 0 N N 1� 01 ^,L 21.7in _I 5 E [551 mm] ry o 0.81n [2t mm) r Nominal Color Temperature CW 5000K Product No. & Type of LEDs Voltage MV 120 -277V LCN3 60T 80T HV 347 -480V NW 4000K 120T WW 3000K 0.81n [2t mm) T Distribution Finish' Drive Options Current 5S Type 5 WH White 450 450mA HBS High Bay Suspension Short 530 530mA Mounting 620 620mA 2X2 RK Existing 2x2 Box Style 7003 700mA Canopy Retrofit Notes: 1 White standard, consult factory for other finishes.. 2 Non -field adjustable drive current. 620mA option is only available for 80T Refer to performance data on page 2. 3 700mA option is not available for 120T. © 2015 Leotek Electronics USA www.leotek.com LCN3 v012715 Specifications subject to change without notice us O MEMBER E ].E � T Distribution Finish' Drive Options Current 5S Type 5 WH White 450 450mA HBS High Bay Suspension Short 530 530mA Mounting 620 620mA 2X2 RK Existing 2x2 Box Style 7003 700mA Canopy Retrofit Notes: 1 White standard, consult factory for other finishes.. 2 Non -field adjustable drive current. 620mA option is only available for 80T Refer to performance data on page 2. 3 700mA option is not available for 120T. © 2015 Leotek Electronics USA www.leotek.com LCN3 v012715 Specifications subject to change without notice us O MEMBER LE TE K 0 LITE -ON GROUP EnduraluxT" LED Canopy Light LCN3 Luminaire Specifications Housing Die formed aluminum housing and tempered glass optical chamber are IP67 rated. Alumi- num electrical box connects to luminaire via threaded aluminum stem with two electrical entries for thru -way wiring. Designed for flush mounting onto single -skin canopy with access above. Light Emitting Diodes Hi- flux /Hi -power white LEDs produce a minimum of 95% of initial intensity at 100,000 hours of life. LEDs are tested in accordance with IES LM -80 testing procedures. Mean cor- related color temperature of 5000K (standard) and 70 minimum CRI. LEDs are 100% mercury and lead free. Optical Systems White injection molded reflector system produces IES Type 5 distribution. Luminaire produces 0% total lumens above 900 (BUG Rating, U =0). Electrical Power supply features a minimum power fac- tor of .90 and <20% Total Harmonic Distortion (THD). EMC meets or exceeds FCC CFR Part 15. Transient voltage complies with ANSI C62.41 Cat. A. Integral surge protector is tested per ANSI /IEEE C62.45 procedures based on ANSI/ IEEE C62.41.2 definitions for standard and op- tional waveforms for Location Category C High. Performance Data All data nominal, consult factory for IES files or LM -79 reports. Finish Housing receives a fade and abrasion resistant, polyester powder coat finish. Listings /Ratings Luminaires are UL listed for use in non -IC wet locations in the United States and Canada. Fixture maintains an IP66 rating. Design Lights Consortium qualified product. Photometry Luminaires are photometrically tested by certified independent testing laboratories in accordance with IES LM -79 testing procedures. Warranty 10 -year limited warranty is standard on all luminaires and components. © 2015 Leotek Electronics USA www.leotek.com LCN3 v012715 Specifications subject to change without notice Type 5S No. of LEDs Drive Current System Wattage Delivered Efficacy BUG Rating & Type (mA) (W) Lumens (Lm) (Lm /W) 450 84 9370 111 B3 UO GO 60T 530 100 10700 107 B3 UO GO 700 131 13100 100 B3 UO GO 620 154 15900 103 B3 UO G1 80T 700 174 17650 101 B4 UO G1 120T 530 191 20970 110 B4 UO G1 © 2015 Leotek Electronics USA www.leotek.com LCN3 v012715 Specifications subject to change without notice SPECIFICATIONS LEON"' Laser" I r 11-_] 1L it -,j,iL i," C, Two Groat Choices! Get your location noticed! LEON'" Neon Type Glow Laser' More Intense Bold Light`` LED L f r Laseri LEDs LEON"" Leo. SAMPLE ELEVATION VIEW 444 W_ High intensity LED Accent Lighting Features • BRIGHT LEDs to get you noticed • Energy saving! + Long life - 50.000 hr r (1-70 501K hour) • Safe UL Class 2 low 24V voltage (120Vac input } • Little to no maintenance • 1 -24V power supply runs up to 32' (only .55 amps) Benefits USA factory & factory backed 5 year warranty Factory consultation for owners, designers" & installers. Average store (450') needs only B amps of pnwer! • Up to 85% more energy efficient than fluorescent or neon Pays for itself when compared to traditional light source Factory • THE only USA patented -Simulated Neon Light ...... • Easy ordering -one puce" kit includes all required parts • United States Patent # 6361186 • Corporate image program experienced management & staff • Design & field proven Since 1996 • Straight lines...... no sagging • Seamless color .... no light interruptions • Easy to install 8' plug -n -play designed system • Field adjustable length LED Specifications (LEON & Laser) Electrical Clintical *NOTE: 120 VAC Rnm ry ttit 10ESIGN LAYOUT, INSTALLA 770N, and FINAL HOOK -UP to be performed ONLY by QUALIFIED eiectncaJ personnel. ALL associated elec[ricail construction cost, municipal electrical, d signage permrts are the sole responsibllry of owner and/or contractor. LED Luminous System Beam Wavelength / LED Color Voltage Power Power Intensity Angle CCT 24 Vac 1.2 W /ft 1.6 W /ft 24 cd/ft 70 x 40L 618 - 630 nm 22 cd /ft 60 x 30L 600 - 609 nm Amber 26 cd/ft 70 x 40L 584 - 590 nm 1.8 W /ft 213 W /ft 56 cd /ft 75 x 35L 520 - 530 nm 31 cd /ft 470 - 475 nm White 11 .9 W /ft 12 .5 VV/ft 146 cd /ft 90L 5600 - 7200K *NOTE: 120 VAC Rnm ry ttit 10ESIGN LAYOUT, INSTALLA 770N, and FINAL HOOK -UP to be performed ONLY by QUALIFIED eiectncaJ personnel. ALL associated elec[ricail construction cost, municipal electrical, d signage permrts are the sole responsibllry of owner and/or contractor. 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Sta rt Download http:// www. unitconversion .org / /unit_Converter /luminance - ex.html 5/7/2015 Mill Fleet Farm, Monticello TR -20 Stormwater Analysis 100 -Year Frequency Event per NOAA Atlas 14 Data Site Summary Lot Area South of Chelsea Road 1,466,127 square feet 33.7 acres Lot Area North of Chelsea Road 103,929 2.4 Total Site Area 1,570,056 square feet 36.0 acres Proposed Impervious Surfaces Retail Store Site 784,329 square feet 85% of NW Lot 88,414 85% of NE Outlot 72,107 944,850 square feet Infiltration Requirement 1.1" x New Impervious Surfaces 86,611 cubic feet 2.0 acre -feet Rainfall Event NOAA ATLAS 14 100 -Year Frequency 6.90 Inches per 24 -hour period Proposed Infiltration Basin Volumes North 51,984 cubic feet Northeast 2,800 South 78,448 133,232 cubic feet Proposed Runoff From Site To Existing Northwest Pond 104,783 cubic feet To Existing Southeast Pond 107,568 212,351 cubic feet Design Volumes From May 2007 EAW To Existing Northwest Pond To Existing Southeast Pond Capacity Summary Northwest Pond Southeast Pond 322,267 cubic feet 323,047 645,314 cubic feet Design 7.4 acre -feet 7.4 14.8 acre -feet 1.2 acre -feet 0.1 3.1 acre -feet 2.4 acre -feet 2.5 4.9 acre -feet 7.4 acre -feet 7.4 14.8 acre -feet Proposed 2.4 acre -feet 2.5 4.9 acre -feet Mill Fleet Farm, Monticello Design Capacity Analysis 100 -Year Frequency TP40 Storm Event Site Summary: -ot Area South of Chelsea Road 1,466,127 square feet Lot Area North of Chelsea Road 103,929 square feet Total Site Area 1,570,056 square feet Drainage Area: Northwest Pond 33.7 acres 2.4 acres 36.0 acres Total Acreage: 18.00 S: Soil Type: "A" Square Footage: 784,080 4.93 Inches Precipitation: 5.85 Cover Type CN Area (ft2) Area (ac) Resultant Q: 4.93 Inches Grass /Lawn 39 117,612 2.70 105.30 Impervious 98 666,468 15.30 1499.40 Total 784,080 18.00 1604.70 Weighted CN: 89.15 S: 1.22 la: S: 1.22 4.93 Inches Design Volume: 323,047 Cubic Feet la: 0.24 Q: 4.93 Inches Design Volume: 322,267 Cubic Feet 7.4 Acre -Feet Drainage Area: Southeast Pond Total Acreage: 18.04 Soil Type: "A" Square Footage: 785,976 Precipitation: 5.85 Cover Type CN Area (ft) Area (ac) Resultant Grass /Lawn 39 117,896 2.71 105.55 Impervious 98 668,080 15.34 1503.03 Total 785,976 Weighted CN: 89.15 S: 1.22 la: 0.24 Q: 4.93 Inches Design Volume: 323,047 Cubic Feet 7.4 Acre -Feet 18.04 1608.58 Autodesk Storm and Sanitary Analysis Autodesk® Storm and Sanitary Analysis 2016 - Version 10.1.53 (Build 1) Project Description File Name ................. Proposed Conditions.SPF Analysis Options Flow Units ................ Subbasin Hydrograph Method. Time of Concentration...... Link Routing Method ....... Storage Node Exfiltration.. Starting Date ............. Ending Date ............... Report Time Step .......... cfs SCS TR -20 User - Defined Kinematic Wave None MAY -24 -2016 00:00:00 MAY -25 -2016 00:00:00 00:05:00 * * * * * * * * * * * ** Element Count * * * * * * * * * * * ** Number of rain gages ...... 1 Number of subbasins ....... 37 Number of nodes ........... 37 Number of links ........... 34 Raingage Summary * * * * * * * * * * * * * * ** Gage Data ID Source 100 -YEAR NOAA MSE3 Subbasin Summary Subbasin Total Area ID acres ------------------------------ RETAILSTORE 3.80 Sub -02 2.72 Sub -03 3.11 Sub -04 1.38 Sub -05 0.23 Sub -06 0.99 Sub -07 1.01 Sub -08 0.98 Sub -09 1.01 Sub -10 1.06 Sub -11 0.24 Sub -12 0.66 Sub -13 0.32 Sub -14 0.31 Sub -15 0.05 Sub -16 0.08 Sub -17 0.08 Sub -18 0.07 Autodesk Storm and Sanitary Analysis Data Recording Type Interval CUMULATIVE 30.00 min Sub -19 0.42 Sub -20 0.18 Sub -21 0.28 Sub -22 0.27 Sub -23 0.28 Sub -24 1.48 Sub -25 0.15 Sub -26 0.14 Sub -27 1.28 Sub -28 0.11 Sub -29 0.30 Sub -30 0.01 Sub -31 2.35 Sub -32 0.19 Sub -33 6.46 Sub -34 0.29 Sub -35 0.18 Sub -36 1.28 Sub -37 2.39 * * * * * * * * * * ** Node Summary * * * * * * * * * * ** Node Element Invert Maximum Ponded External ID Type Elevation Elev. Area Inflow ft ft ft2 ------------------------------------------------------------------------------ Jun -01 JUNCTION 950.94 955.73 1000.00 Jun -02 JUNCTION 951.22 955.73 1000.00 Jun -03 JUNCTION 951.95 959.59 1000.00 Jun -04 JUNCTION 953.34 958.92 1000.00 Jun -05 JUNCTION 950.35 954.69 1000.00 Jun -06 JUNCTION 950.66 954.66 1000.00 Jun -07 JUNCTION 952.25 955.95 1000.00 Jun -08 JUNCTION 951.95 955.95 1000.00 Jun -09 JUNCTION 950.88 958.19 1000.00 Jun -10 JUNCTION 951.18 958.19 1000.00 Jun -13 JUNCTION 953.69 957.69 1000.00 Jun -14 JUNCTION 953.10 957.75 1000.00 Jun -15 JUNCTION 950.20 957.75 1000.00 Jun -16 JUNCTION 950.94 957.75 1000.00 Jun -17 JUNCTION 951.68 957.75 1000.00 Jun -18 JUNCTION 952.42 957.75 1000.00 Jun -19 JUNCTION 952.91 958.48 1000.00 Jun -20 JUNCTION 953.21 958.48 1000.00 Jun -21 JUNCTION 953.58 957.75 1000.00 Jun -25 JUNCTION 954.25 957.75 1000.00 Jun -27 JUNCTION 950.92 959.27 1000.00 Jun -28 JUNCTION 950.52 959.19 1000.00 Jun -29 JUNCTION 953.73 957.73 1000.00 Jun -30 JUNCTION 949.20 958.65 1000.00 Jun -31 JUNCTION 949.45 958.24 1000.00 Jun -32 JUNCTION 952.47 956.74 1000.00 Jun -33 JUNCTION 952.74 956.74 1000.00 Jun -35 JUNCTION 955.70 959.70 1000.00 Jun -36 JUNCTION 954.75 959.70 1000.00 Jun -40 JUNCTION 951.31 957.31 1000.00 Jun -43 JUNCTION 949.88 958.40 1000.00 CHELSEA -ROAD OUTFALL 955.00 955.00 0.00 POND -NW OUTFALL 946.00 952.50 0.00 POND -SE OUTFALL 946.00 947.50 0.00 BASIN -NE STORAGE 949.00 955.00 3700.00 BASIN -NORTH STORAGE 948.00 962.00 42587.00 BASIN -SOUTH STORAGE 947.00 958.00 71951.00 Autodesk Storm and Sanitary Analysis Link Summary * * * * * * * * * * ** Link From Node To Node Element Length Slope Manning's ID Type ft o Roughness -------------------------------------------------------------------------------------------- Link -01 Jun -04 Jun -03 CONDUIT 257.0 0.5409 0.0150 Link -02 Jun -02 Jun -01 CONDUIT 36.1 0.7754 0.0150 Link -03 Jun -03 Jun -02 CONDUIT 124.7 0.5853 0.0150 Link -04 Jun -06 Jun -05 CONDUIT 43.6 0.7117 0.0150 Link -05 Jun -05 BASIN -NE CONDUIT 313.5 0.4306 0.0150 Link -06 Jun -07 Jun -08 CONDUIT 28.9 1.0395 0.0150 Link -07 Jun -08 Jun -09 CONDUIT 193.6 0.5527 0.0150 Link -08 Jun -10 Jun -09 CONDUIT 30.4 0.9862 0.0150 Link -09 Jun -09 BASIN -NORTH CONDUIT 122.6 0.5057 0.0150 Link -10 Jun -01 POND -NW CONDUIT 96.1 0.4580 0.0150 Link -11 Jun -21 Jun -20 CONDUIT 55.6 0.6651 0.0150 Link -12 Jun -20 Jun -19 CONDUIT 39.5 0.7589 0.0150 Link -13 Jun -19 Jun -18 CONDUIT 79.6 0.6157 0.0150 Link -14 Jun -18 Jun -17 CONDUIT 125.7 0.5885 0.0150 Link -15 Jun -17 Jun -16 CONDUIT 129.3 0.5725 0.0150 Link -16 Jun -16 Jun -15 CONDUIT 128.1 0.5778 0.0150 Link -17 Jun -13 Jun -14 CONDUIT 99.4 0.5934 0.0150 Link -18 Jun -14 Jun -15 CONDUIT 127.5 2.2747 0.0150 Link -19 Jun -15 BASIN -NORTH CONDUIT 174.3 0.5107 0.0150 Link -21 Jun -25 Jun -21 CONDUIT 112.7 0.5948 0.0150 Link -22 Jun -29 Jun -30 CONDUIT 123.5 3.6692 0.0150 Link -23 Jun -33 Jun -32 CONDUIT 33.9 0.7967 0.0150 Link -24 Jun -32 Jun -31 CONDUIT 87.2 3.4637 0.0150 Link -25 Jun -31 Jun -30 CONDUIT 31.3 0.7995 0.0150 Link -26 Jun -27 Jun -28 CONDUIT 60.1 0.6656 0.0150 Link -27 Jun -28 Jun -43 CONDUIT 106.5 0.6012 0.0150 Link -28 Jun -30 BASIN -SOUTH CONDUIT 198.7 0.5133 0.0150 Link -29 Jun -35 Jun -36 CONDUIT 170.8 0.5562 0.0150 Link -30 Jun -36 BASIN -SOUTH CONDUIT 25.4 0.7877 0.0150 Link -32 Jun -40 POND -NW CONDUIT 113.9 5.1023 0.0150 Link -36 BASIN -NORTH Jun -40 DIRECT 145.0 0.0069 0.0150 Link -41 BASIN -SOUTH POND -SE CONDUIT 524.4 0.7627 0.0150 Link -42 BASIN -NE CHELSEA -ROAD DIRECT 82.8 0.0012 0.0150 Link -43 Jun -43 Jun -31 CONDUIT 66.4 0.6480 0.0150 Cross Section Summary Link Shape Depth/ Width No. of Cross Full Flow Design ID Diameter Barrels Sectional Hydraulic Flow Area Radius Capacity ft ft ft2 ft c£s Link -01 CIRCULAR 1.50 1.50 1 1.77 0.38 6.70 Link -02 CIRCULAR 1.50 1.50 1 1.77 0.38 8.02 Link -03 CIRCULAR 1.50 1.50 1 1.77 0.38 6.96 Link -04 CIRCULAR 1.50 1.50 1 1.77 0.38 7.68 Link -05 CIRCULAR 1.50 1.50 1 1.77 0.38 5.97 Link -06 CIRCULAR 1.50 1.50 1 1.77 0.38 Autodesk Storm and Sanitary Analysis 9.28 Link -07 CIRCULAR 1.50 1.50 1 1.77 0.38 6.77 Link -08 CIRCULAR 2.00 2.00 1 3.14 0.50 19.47 Link -09 CIRCULAR 2.00 2.00 1 3.14 0.50 13.94 Link -10 CIRCULAR 2.00 2.00 1 3.14 0.50 13.27 Link -11 CIRCULAR 1.50 1.50 1 1.77 0.38 7.42 Link -12 CIRCULAR 1.50 1.50 1 1.77 0.38 7.93 Link -13 CIRCULAR 1.50 1.50 1 1.77 0.38 7.14 Link -14 CIRCULAR 2.00 2.00 1 3.14 0.50 15.04 Link -15 CIRCULAR 2.50 2.50 1 4.91 0.63 26.90 Link -16 CIRCULAR 2.50 2.50 1 4.91 0.63 27.02 Link -17 CIRCULAR 1.50 1.50 1 1.77 0.38 7.01 Link -18 CIRCULAR 1.50 1.50 1 1.77 0.38 13.73 Link -19 CIRCULAR 3.00 3.00 1 7.07 0.75 41.31 Link -21 CIRCULAR 1.50 1.50 1 1.77 0.38 7.02 Link -22 CIRCULAR 1.50 1.50 1 1.77 0.38 17.44 Link -23 CIRCULAR 1.50 1.50 1 1.77 0.38 8.13 Link -24 CIRCULAR 1.50 1.50 1 1.77 0.38 16.94 Link -25 CIRCULAR 2.50 2.50 1 4.91 0.63 31.79 Link -26 CIRCULAR 2.50 2.50 1 4.91 0.63 29.00 Link -27 CIRCULAR 2.50 2.50 1 4.91 0.63 27.56 Link -28 CIRCULAR 3.00 3.00 1 7.07 0.75 41.42 Link -29 CIRCULAR 1.50 1.50 1 1.77 0.38 6.79 Link -30 CIRCULAR 1.50 1.50 1 1.77 0.38 8.08 Link -32 CIRCULAR 1.50 1.50 1 1.77 0.38 20.56 Link -36 DUMMY 0.00 0.00 1 0.00 0.00 0.00 Link -41 CIRCULAR 1.50 1.50 1 1.77 0.38 7.95 Link -42 DUMMY 0.00 0.00 1 0.00 0.00 0.00 Link -43 CIRCULAR 2.50 2.50 1 4.91 0.63 28.62 * * * * * * * * * * * * * * * * * * * * * * * * ** Volume Depth Runoff Quantity * * * * * * * * * * * * * * * * Continuity * * * * * * * * ** acre -ft --- - - - - -- inches - - - - - -- Total Precipitation ...... 20.723 6.883 Surface Runoff ........... 1.298 0.431 Continuity Error (o) ..... -0.001 Autodesk Storm and Sanitary Analysis * * * * * * * * * * * * * * * * * * * * * * * * ** volume Volume Flow Routing Continuity * * * * * * * * * * * * * * * * * * * * * * * * ** acre -ft Mgallons External Inflow .......... --- - - - - -- 0.000 --- - - - - -- 0.000 External Outflow ......... 4.872 1.587 Initial Stored Volume .... 0.000 0.000 Final Stored Volume ...... 8.100 2.639 Continuity Error ( %) ..... 0.001 *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Composite Curve Number Computations Report *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ----------------------- Subbasin RETAILSTORE ----------------- - - - - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN Paved parking & roofs 3.80 A 98.00 Composite Area & Weighted CN 3.80 98.00 ------------------ Subbasin Sub -02 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN > 75% grass cover, Good 2.72 A 39.00 Composite Area & Weighted CN 2.72 39.00 ------------------ Subbasin Sub -03 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN > 75% grass cover, Good 3.11 A 39.00 Composite Area & Weighted CN 3.11 39.00 ------------------ Subbasin Sub -04 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN > 75% grass cover, Good 1.38 A 39.00 Composite Area & Weighted CN 1.38 39.00 ------------------ Subbasin Sub -05 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN Paved parking & roofs 0.23 A 98.00 Composite Area & Weighted CN 0.23 98.00 ------------------ Subbasin Sub -06 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN Paved parking & roofs 0.99 A 98.00 Composite Area & Weighted CN 0.99 98.00 Autodesk Storm and Sanitary Analysis Subbasin Sub -07 --------------- - -- Area Soil Soil /Surface Description (acres) Group CN Paved parking & roofs 1.01 A 98.00 Composite Area & Weighted CN 1.01 98.00 ------------------ Subbasin Sub -08 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN Paved parking & roofs 0.98 A 98.00 Composite Area & Weighted CN 0.98 98.00 ------------------ Subbasin Sub -09 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN Paved parking & roofs 1.01 A 98.00 Composite Area & Weighted CN 1.01 98.00 ------------------ Subbasin Sub -10 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN Paved parking & roofs 1.06 A 98.00 Composite Area & Weighted CN 1.06 98.00 ------------------ Subbasin Sub -11 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN Paved parking & roofs 0.24 A 98.00 Composite Area & Weighted CN 0.24 98.00 ------------------ Subbasin Sub -12 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN Paved parking & roofs 0.66 A 98.00 Composite Area & Weighted CN 0.66 98.00 ------------------ Subbasin Sub -13 --------------- - -- Area Soil Soil /Surface Description ---------------------------------------------------------------------------------------- (acres) Group CN Paved parking & roofs 0.32 A 98.00 Composite Area & Weighted CN 0.32 98.00 Subbasin Sub -14 Autodesk Storm and Sanitary Analysis Soil /Surface Description ------------------------------- Soil Paved parking & roofs (acres) Composite Area & Weighted CN ------------------ Subbasin Sub -15 --------------- - -- A Soil /Surface Description ------------------------------- 0.08 Paved parking & roofs 98.00 Composite Area & Weighted CN ------------------ Subbasin Sub -16 --------------- - -- (acres) --------------------------------- Soil /Surface Description ------------------------------- CN Paved parking & roofs A Composite Area & Weighted CN ------------------ Subbasin Sub -17 --------------- - -- 98.00 Soil /Surface Description ------------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -18 --------------- - -- Soil /Surface Description ------------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -19 --------------- - -- Soil /Surface Description ------------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -20 --------------- - -- Soil /Surface Description ------------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -21 --------------- - -- Soil /Surface Description ------------------------------- Paved roads with curbs & sewers Autodesk Storm and Sanitary Analysis Area Soil (acres) Group CN --------------------------------- 0.31 A 98.00 0.31 98.00 Area Soil (acres) Group CN --------------------------------- 0.05 A 98.00 0.05 98.00 Area Soil (acres) Group CN --------------------------------- 0.08 A 98.00 0.08 98.00 Area Soil (acres) --------------------------------- Group CN 0.08 A 98.00 0.08 98.00 Area Soil (acres) Group CN --------------------------------- 0.07 A 98.00 0.07 98.00 Area Soil (acres) Group CN --------------------------------- 0.42 A 98.00 0.42 98.00 Area Soil (acres) Group CN --------------------------------- 0.18 A 98.00 0.18 98.00 Area Soil (acres) Group CN --------------------------------- 0.28 A 98.00 Composite Area & Weighted CN ------------------ Subbasin Sub -22 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -23 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -24 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -25 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -26 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -27 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -28 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -29 Autodesk Storm and Sanitary Analysis 0.28 98.00 Area Soil (acres) Group CN --------------------------------- 0.27 A 98.00 0.27 98.00 Area Soil (acres) Group CN --------------------------------- 0.28 A 98.00 0.28 98.00 Area Soil (acres) Group CN --------------------------------- 1.48 A 98.00 1.48 98.00 Area Soil (acres) Group CN --------------------------------- 0.15 A 98.00 0.15 98.00 Area Soil (acres) Group CN --------------------------------- 0.14 A 98.00 0.14 98.00 Area Soil (acres) Group CN --------------------------------- 1.28 A 98.00 1.28 98.00 Area Soil (acres) Group CN --------------------------------- 0.11 A 98.00 0.11 98.00 Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -30 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -31 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -32 --------------- - -- Soil /Surface Description ---------------------------- > 75% grass cover, Good Composite Area & Weighted CN ------------------ Subbasin Sub -33 --------------- - -- Soil /Surface Description ---------------------------- > 75% grass cover, Good Composite Area & Weighted CN ------------------ Subbasin Sub -34 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -35 --------------- - -- Soil /Surface Description ---------------------------- Paved parking & roofs Composite Area & Weighted CN ------------------ Subbasin Sub -36 Soil /Surface Description Autodesk Storm and Sanitary Analysis Area Soil (acres) Group CN --------------------------------- 0.30 A 98.00 0.30 98.00 Area Soil (acres) Group CN --------------------------------- 0.01 A 98.00 0.01 98.00 Area Soil (acres) Group CN --------------------------------- 2.35 A 98.00 2.35 98.00 Area Soil (acres) Group CN --------------------------------- 0.19 A 39.00 0.19 39.00 Area Soil (acres) Group CN --------------------------------- 6.46 A 39.00 6.46 39.00 Area Soil (acres) Group CN --------------------------------- 0.29 A 98.00 0.29 98.00 Area Soil (acres) Group CN --------------------------------- 0.18 A 98.00 0.18 98.00 Area Soil (acres) Group CN Paved parking & roofs 1.28 A 98.00 Composite Area & Weighted CN 1.28 98.00 Subbasin Sub -37 Soil /Surface Description > 75% grass cover, Good Paved parking & roofs Composite Area & Weighted CN * * * * * * * * * * * * * * * * * * * * * ** Subbasin Runoff Summary Subbasin ID RETAILSTORE Sub -02 Sub -03 Sub -04 Sub -05 Sub -06 Sub -07 Sub -08 Sub -09 Sub -10 Sub -11 Sub -12 Sub -13 Sub -14 Sub -15 Sub -16 Sub -17 Sub -18 Sub -19 Sub -20 Sub -21 Sub -22 Sub -23 Sub -24 Sub -25 Sub -26 Sub -27 Sub -28 Sub -29 Sub -30 Sub -31 Sub -32 Sub -33 Sub -34 Sub -35 Sub -36 Sub -37 Node Depth Summary Area Soil (acres) Group 0.00 A 0.02 A 0.02 Curve Total Total Peak Weighted Time of Precip Runoff Runoff Curve Concentration in in cfs Number days hh:mm:ss ------------------------------------------------------ 6.90 6.66 14.98 98.000 0 00:05:00 6.90 0.73 2.12 39.000 0 00:05:00 6.90 0.73 1.97 39.000 0 00:15:00 6.90 0.73 1.08 39.000 0 00:05:00 6.90 6.66 0.91 98.000 0 00:05:00 6.90 6.66 3.91 98.000 0 00:05:00 6.90 6.66 3.99 98.000 0 00:05:00 6.90 6.66 3.86 98.000 0 00:05:00 6.90 6.66 3.97 98.000 0 00:05:00 6.90 6.66 4.19 98.000 0 00:05:00 6.90 6.66 0.93 98.000 0 00:05:00 6.90 6.66 2.60 98.000 0 00:05:00 6.90 6.66 1.26 98.000 0 00:05:00 6.90 6.66 1.21 98.000 0 00:05:00 6.90 6.65 0.18 98.000 0 00:05:00 6.90 6.66 0.30 98.000 0 00:05:00 6.90 6.66 0.30 98.000 0 00:05:00 6.90 6.66 0.28 98.000 0 00:05:00 6.90 6.66 1.64 98.000 0 00:05:00 6.90 6.66 0.73 98.000 0 00:05:00 6.90 6.66 1.11 98.000 0 00:05:00 6.90 6.66 1.06 98.000 0 00:05:00 6.90 6.66 1.11 98.000 0 00:05:00 6.90 6.66 5.83 98.000 0 00:05:00 6.90 6.66 0.61 98.000 0 00:05:00 6.90 6.66 0.53 98.000 0 00:05:00 6.90 6.66 5.05 98.000 0 00:05:00 6.90 6.66 0.45 98.000 0 00:05:00 6.90 6.66 1.19 98.000 0 00:05:00 6.90 5.48 0.03 98.000 0 00:10:00 6.90 6.66 9.23 98.000 0 00:15:00 6.90 0.73 0.14 39.000 0 00:05:00 6.90 0.73 4.55 39.000 0 00:10:00 6.90 6.66 1.16 98.000 0 00:05:00 6.90 6.66 0.71 98.000 0 00:05:00 6.90 6.66 5.05 98.000 0 00:05:00 6.90 5.63 8.93 89.150 0 00:15:00 Autodesk Storm and Sanitary Analysis CN 39.00 98.00 89.15 Node Average Maximum Maximum Time of Max Total Total Retention ID Depth Depth HGL Occurrence Flooding Flooded Time Time Inflow Attained Attained Attained Overflow Occurrence volume Flooded cfs cfs ft ft ft days hh:mm acre -in minutes hh:mm:ss ----------------------------------------------------------------------------------------- Jun -01 0.22 1.22 952.16 0 12:35 0 0 0:00:00 Jun -02 0.21 1.22 952.44 0 12:35 0 0 0:00:00 Jun -03 0.13 0.68 952.63 0 12:31 0 0 0:00:00 Jun -04 0.09 0.44 953.78 0 12:30 0 0 0:00:00 Jun -05 0.07 0.32 950.67 0 12:20 0 0 0:00:00 Jun -06 0.04 0.20 950.86 0 12:20 0 0 0:00:00 Jun -07 0.04 0.18 952.43 0 12:20 0 0 0:00:00 Jun -08 0.10 0.48 952.43 0 12:25 0 0 0:00:00 Jun -09 0.27 1.59 952.47 0 12:35 0 0 0:00:00 Jun -10 0.19 0.98 952.16 0 12:35 0 0 0:00:00 Jun -13 0.08 0.36 954.05 0 12:25 0 0 0:00:00 Jun -14 0.12 0.61 953.71 0 12:30 0 0 0:00:00 Jun -15 0.34 1.81 952.01 0 12:35 0 0 0:00:00 Jun -16 0.29 1.55 952.49 0 12:35 0 0 0:00:00 Jun -17 0.26 1.35 953.03 0 12:35 0 0 0:00:00 Jun -18 0.24 1.29 953.71 0 12:35 0 0 0:00:00 Jun -19 0.21 1.21 954.12 0 12:35 0 0 0:00:00 Jun -20 0.18 0.96 954.17 0 12:35 0 0 0:00:00 Jun -21 0.17 0.92 954.50 0 12:35 0 0 0:00:00 Jun -25 0.02 0.15 954.40 0 12:35 0 0 0:00:00 Jun -27 0.26 1.36 952.28 0 12:30 0 0 0:00:00 Jun -28 0.27 1.44 951.96 0 12:30 0 0 0:00:00 Jun -29 0.12 0.60 954.33 0 12:35 0 0 0:00:00 Jun -30 0.33 1.74 950.94 0 12:30 0 0 0:00:00 Jun -31 0.28 1.46 950.91 0 12:30 0 0 0:00:00 Jun -32 0.08 0.37 952.84 0 12:30 0 0 0:00:00 Jun -33 0.08 0.37 953.11 0 12:30 0 0 0:00:00 Jun -35 0.06 0.30 956.00 0 12:20 0 0 0:00:00 Jun -36 0.08 0.38 955.13 0 12:30 0 0 0:00:00 Jun -40 0.50 0.50 951.81 0 00:00 0 0 0:00:00 Jun -43 0.28 1.46 951.34 0 12:30 0 0 0:00:00 CHELSEA -ROAD 0.00 0.00 955.00 0 00:00 0 0 0:00:00 POND -NW 4.71 5.62 951.62 0 12:35 0 0 0:00:00 POND -SE 0.26 1.34 947.34 0 13:25 0 0 0:00:00 BASIN -NE 1.82 3.44 952.44 1 00:00 0 0 0:00:00 BASIN -NORTH 5.08 9.99 957.99 1 00:00 0 0 0:00:00 BASIN -SOUTH 1.95 4.38 951.38 0 12:46 0 0 0:00:00 Node Flow Summary Node Element Maximum Peak Time of Maximum Time of Peak ID Type Lateral Inflow Peak Inflow Flooding Flooding Inflow Occurrence Overflow Occurrence cfs cfs days hh:mm cfs days hh:mm ------------------------------------------------------------------------------------ Jun -01 JUNCTION 0.00 7.96 0 12:35 0.00 Jun -02 JUNCTION 5.05 7.96 0 12:35 0.00 Jun -03 JUNCTION 1.64 2.90 0 12:31 0.00 Jun -04 JUNCTION 1.26 1.26 0 12:30 0.00 Jun -05 JUNCTION 0.28 0.58 0 12:20 0.00 Jun -06 JUNCTION 0.30 0.30 0 12:20 0.00 Jun -07 JUNCTION 0.30 0.30 0 12:20 0.00 Jun -08 JUNCTION 1.21 1.52 0 12:25 0.00 Jun -09 JUNCTION 2.60 13.52 0 12:35 0.00 Jun -10 JUNCTION 9.40 9.40 0 12:35 0.00 Jun -13 JUNCTION 0.91 0.91 0 12:25 0.00 Jun -14 JUNCTION 3.91 4.82 0 12:30 0.00 Jun -15 JUNCTION 3.99 27.89 0 12:35 0.00 Autodesk Storm and Sanitary Analysis Jun -16 JUNCTION 3.86 19.07 0 12:35 0.00 Jun -17 JUNCTION 3.96 15.21 0 12:35 0.00 Jun -18 JUNCTION 4.19 11.25 0 12:35 0.00 Jun -19 JUNCTION 1.16 7.06 0 12:35 0.00 Jun -20 JUNCTION 0.71 5.90 0 12:35 0.00 Jun -21 JUNCTION 5.05 5.19 0 12:35 0.00 Jun -25 JUNCTION 0.14 0.14 0 12:35 0.00 Jun -27 JUNCTION 16.61 16.61 0 12:30 0.00 Jun -28 JUNCTION 0.73 17.35 0 12:30 0.00 Jun -29 JUNCTION 5.83 5.83 0 12:35 0.00 Jun -30 JUNCTION 1.11 26.46 0 12:30 0.00 Jun -31 JUNCTION 0.00 19.52 0 12:30 0.00 Jun -32 JUNCTION 0.00 1.06 0 12:30 0.00 Jun -33 JUNCTION 1.06 1.06 0 12:30 0.00 Jun -35 JUNCTION 0.61 0.61 0 12:20 0.00 Jun -36 JUNCTION 0.53 1.14 0 12:30 0.00 Jun -40 JUNCTION 0.00 0.00 0 00:00 0.00 Jun -43 JUNCTION 1.11 18.46 0 12:30 0.00 CHELSEA -ROAD OUTFALL 0.00 0.00 0 00:00 0.00 POND -NW OUTFALL 11.06 19.02 0 12:35 0.00 POND -SE OUTFALL 1.95 10.13 0 12:40 0.00 BASIN -NE STORAGE 0.00 0.59 0 12:35 0.00 BASIN -NORTH STORAGE 2.00 43.40 0 12:35 0.00 BASIN -SOUTH STORAGE 4.33 31.93 0 12:35 0.00 Storage Node Summary Storage Node ID Maximum Maximum Time of Max Average Average Maximum Maximum Time of Max. Total 2.50 10.13 ----------------------------------------------- System 48.39 3.77 27.97 Ponded Ponded Ponded Ponded Ponded Storage Node Exfiltration Exfiltration Exfiltrated Volume Volume Volume Volume Volume Outflow Rate Rate Volume 1000 ft3 M days hh:mm 1000 ft? M cfs c£m hh:mm:ss 1000 £t3 ---------------------------------------------------------------------------------------------- ------------------------------------ BASIN-NE 3.547 37 1 00:00 1.701 18 0.00 0.00 0:00:00 0.000 BASIN -NORTH 262.472 60 1 00:00 125.692 29 0.00 0.00 0:00:00 0.000 BASIN -SOUTH 122.878 30 0 12:46 51.771 13 7.95 0.00 0:00:00 0.000 Outfall Loading Summary ----------------------------------------------- Outfall Node ID Flow Average Peak Frequency Flow Inflow M cfs cfs CHELSEA -ROAD 0.00 0.00 0.00 POND -NW 95.49 1.27 19.02 POND -SE 49.67 2.50 10.13 ----------------------------------------------- System 48.39 3.77 27.97 Autodesk Storm and Sanitary Analysis * * * * * * * * * * * * * * * ** Link Flow Summary * * * * * * * * * * * * * * * ** Link ID Element Time of Maximum Length Peak Flow Design Ratio of Ratio of Total Reported Type Peak Flow Velocity Factor during Flow Maximum Maximum Time Condition Occurrence Attained Analysis Capacity /Design Flow Surcharged days hh:mm ft /sec cfs cfs Flow Depth minutes ------------------------------------------------------------------------------------------------ ------------------------------- Link -01 CONDUIT 0 12:35 2.99 1.00 1.27 6.70 0.19 0.29 0 Calculated Link -02 CONDUIT 0 12:35 5.20 1.00 7.96 8.02 0.99 0.81 0 Calculated Link -03 CONDUIT 0 12:31 3.79 1.00 2.90 6.96 0.42 0.45 0 Calculated Link -04 CONDUIT 0 12:20 2.12 1.00 0.30 7.68 0.04 0.14 0 Calculated Link -05 CONDUIT 0 12:35 2.27 1.00 0.59 5.97 0.10 0.21 0 Calculated Link -06 CONDUIT 0 12:20 2.42 1.00 0.30 9.28 0.03 0.12 0 Calculated Link -07 CONDUIT 0 12:35 3.15 1.00 1.52 6.77 0.22 0.32 0 Calculated Link -08 CONDUIT 0 12:35 6.14 1.00 9.40 19.47 0.48 0.49 0 Calculated Link -09 CONDUIT 0 12:35 5.09 1.00 13.51 13.94 0.97 0.79 0 Calculated Link -10 CONDUIT 0 12:35 4.43 1.00 7.96 13.27 0.60 0.56 0 Calculated Link -11 CONDUIT 0 12:35 4.55 1.00 5.19 7.42 0.70 0.62 0 Calculated Link -12 CONDUIT 0 12:35 4.92 1.00 5.90 7.93 0.74 0.64 0 Calculated Link -13 CONDUIT 0 12:35 4.66 1.00 7.06 7.14 0.99 0.81 0 Calculated Link -14 CONDUIT 0 12:35 5.28 1.00 11.25 15.04 0.75 0.64 0 Calculated Link -15 CONDUIT 0 12:35 5.66 1.00 15.21 26.90 0.57 0.54 0 Calculated Link -16 CONDUIT 0 12:35 5.98 1.00 19.07 27.02 0.71 0.62 0 Calculated Link -17 CONDUIT 0 12:30 2.75 1.00 0.91 7.01 0.13 0.24 0 Calculated Link -18 CONDUIT 0 12:30 7.11 1.00 4.82 13.73 0.35 0.41 0 Calculated Link -19 CONDUIT 0 12:35 6.29 1.00 27.88 41.31 0.67 0.60 0 Calculated Link -21 CONDUIT 0 12:35 1.61 1.00 0.14 7.02 0.02 0.10 0 Calculated Link -22 CONDUIT 0 12:35 8.88 1.00 5.83 17.44 0.33 0.40 0 Calculated Link -23 CONDUIT 0 12:30 3.18 1.00 1.06 8.13 0.13 0.24 0 Calculated Link -24 CONDUIT 0 12:30 5.34 1.00 1.06 16.94 0.06 0.17 0 Calculated Link -25 CONDUIT 0 12:30 6.80 1.00 19.52 31.79 0.61 0.57 0 Calculated Autodesk Storm and Sanitary Analysis Link -26 CONDUIT 0 12:30 6.10 1.00 16.61 29.00 0.57 0.54 0 Calculated Link -27 CONDUIT 0 12:30 5.95 1.00 17.35 27.56 0.63 0.58 0 Calculated Link -28 CONDUIT 0 12:31 6.26 1.00 26.46 41.42 0.64 0.58 0 Calculated Link -29 CONDUIT 0 12:35 2.44 1.00 0.61 6.79 0.09 0.20 0 Calculated Link -30 CONDUIT 0 12:30 3.23 1.00 1.14 8.08 0.14 0.25 0 Calculated Link -32 CONDUIT 0 00:00 0.00 1.00 0.00 20.56 0.00 0.00 0 Calculated Link -36 DIRECT 0 00:00 0.00 Link -41 CONDUIT 0 13:25 5.26 1.00 8.47 7.95 1.07 0.94 0 > CAPACITY Link -42 DIRECT 0 00:00 0.00 Link -43 CONDUIT 0 12:30 6.19 1.00 18.46 28.62 0.65 0.58 0 Calculated Highest Flow Instability Indexes Link Link -26 (1) Link Link -28 (1) Link Link -15 (1) Link Link -25 (1) WARNING 004 : Minimum elevation drop used for Conduit Link -42. Analysis began on: Fri Jun 03 11:48:49 2016 Analysis ended on: Fri Jun 03 11:48:51 2016 Total elapsed time: 00:00:02 Autodesk Storm and Sanitary Analysis A jjAA// Y Y SB Building a legacy —your legacy. June 29, 2016 Ms. Angela Schumann Community Development Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Mills Fleet Farm Preliminary Plan Review City Project No. 2016 -035 WSB Project No. 1627 -68 Dear Ms. Schumann: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 -541 -1700 We have reviewed the preliminary plat, civil plans and drainage analysis dated June 1, 2016, and final plat dated June 27, 2016 as prepared by Widseth Smith Nolting and offer the following preliminary comments. Preliminary Plat and Final Plat 1. Perimeter drainage and utility easements shall be identified on the preliminary plat. 2. The applicant shall verify that all existing private utilities will be contained within the drainage and utility easements. 3. The applicant indicated they have completed a more recent topographic survey, which shall be incorporated on the preliminary plat. 4. The applicant shall verify with Wright County whether the proposed trail easements can be shown on the final plat by document number or by separate easement document. The City attorney will be consulted on this matter as well. 5. The existing 50 -foot drainage and utility easement on the south property line of Lot 1, Block 1 shall be expanded to the HWL of the existing pond at elevation 954. An additional easement shall be identified on the preliminary and final plat. 6. Identify the adjacent ponds NWL and HWL on the preliminary plat. Equal Opportunity Employer wsbeng.com K:\ 01627- 68\Admin \DOGS \LTR -a- Schumann- Mills Fleet Farm 062916.docz June 29, 2016 Page 2 Sheet C2.0 Existing Conditions 7. The applicant indicated they have completed a more recent topographic survey, which shall be incorporated on the preliminary plat. 8. Contour elevations shall be labeled. 9. There is an additional existing storm sewer stub from Chelsea Road to Lot 1, Block 2 that shall be identified and contained within a drainage and utility easement. 10. The existing sewer stub from the Dundas Road cul -de -sac shall be labeled. 11. All existing private utilities shall be shown. Sheet C3.0 — C3.3 Site Plan 12. The applicant is proposing a new driveway on the west end of the site with a dedicated right turn lane from Chelsea Road. The applicant is requested to consider making the access a right - in/right -out to eliminate conflicts due to spacing with existing driveways and the future driveway to Lot 1, Block 2 and to eliminate potential conflicts due to left - turn movements in order maximize left turn storage lengths along Chelsea Road. 13. A description of truck and vehicle circulation on the site shall be provided. 14. Truck turning movements shall be provided on a separate drawing. 15. Containment of the fuel tanks shall follow MPCA guidelines. The site is not located within the City's DWSMA. 16. The proposed sidewalk shall be 6- feet wide per City standards and shall be ADA compliant. Sheet C4.0 — C4.3 Grading Plan 17. Storm sewer top of casting and invert elevations shall be labeled on the grading plans. 18. Drainage arrows with % grades should be labeled for the parking lot and driveways. 19. Identify boulevard grades between the proposed sidewalk and existing Chelsea Road curbline. 20. Drainage swales shall be a minimum 2% grade. K:\ 01627- 68\Admin \Docs \LTR -a- Schumann- Mills Fleet Farm 062916.docz June 29, 2016 Page 3 21. The emergency overflow routes, including spot elevations shall be labeled. 22. Pretreatment areas or forbays are required at the infiltration basins. 23. The HWL shall be labeled for all infiltration basins. 24. Label the HWL and NWL at the off -site regional ponds. 25. Label the FFE at the car wash. 26. Show low entry elevations for all proposed buildings. 27. Show all drainage and utility easements on the grading plan. Sheet C6.0 — C6.13 Utility Plan 28. Consider aligning the 8 -inch watermain from Chelsea Road along the proposed driveway to provide more developable area for Outlot A. 29. It is preferred that all watermain bends be at a 45 degree angle instead of 90 degree. 30. Label the sanitary sewer stub that will serve Outlot A. Consider extending the stub beyond the proposed sidewalk to avoid replacing the sidewalk when the stub is extended into Outlot A. 31. Consider adding a storm sewer stub from the northerly catch basin adjacent to Outlot A to provide flexibility with development of Outlot A. 32. It's understood that an irrigation layout will be provided at the time of building permit. 33. All watermain shall be labeled DIP. 34. Label the sanitary sewer pipe material type. 35. Label the storm sewer pipe material type. 36. A utility excavation permit must be obtained from the Public Works department prior to commencement of utility connections. 37. Provide an as -built utility plan once construction is complete. K:\ 01627- 68\Admin \DOGS \LTR -a- Schumann- Mills Fleet Farm 062916.docz June 29, 2016 Page 4 Sheet C8.0- Signing and Striping Plan 38. City staff will review the roadway striping modifications needed with the proposed right turn lane, existing center left -turn striping and future striping of the roundabout at the intersection of Fallon Avenue and Chelsea Road. Sheet C9.0- Chelsea Road Turn Lane 39. A profile and typical section of the Chelsea Road right turn lane shall be submitted for review. 40. More detail in the plan view shall be provided with dimensioning of lane width, turn lane and tap length, spot elevations and right of way line labeled. 41. The proposed sidewalk shall have a minimum 8 -foot boulevard. 42. It appears that private utilities will need to be relocated in the area of the turn lane. Sheet C10.0- Construction Details 43. The pavement section of the existing Chelsea Road is attached. The proposed right turn lane shall match this section. 44. The construction plans should reference and be in compliance with the most recent City of Monticello General Specifications and Standard Detail Plates for Street and Utility Construction located on the City's website- Engineering department. 2015 City standard detail plates should be included in the plans Traffic Review An EAW (Environmental Assessment Worksheet) was completed in 2007 for the original Mills Fleet Farm proposal. A new EAW is not required for the proposed site. The following provides a comparison of the traffic analysis completed at that time to the current site proposal. • The original EAW was completed with the time horizon of 2007 and a base year of 2004 for traffic projections. The existing 2004 traffic volume on Chelsea Road adjacent to the proposed site was 3,650vpd. The current traffic volume (2012) in this area is now 3,800vpd. It can be concluded that the baseline conditions have not significantly changed. • The current proposed site is smaller than originally proposed. The traffic generation from the proposed Mills Fleet including the two undeveloped lots is estimated to be 10% to 15% lower than what was estimated in the EAW. The Fallon Avenue overpass was not assumed as part of the analysis in the EAW. 28% of the traffic was assumed from north of I -94. With the Fallon Avenue overpass, a large portion of that traffic would use Fallon Avenue. Further traffic analysis will be completed with the Fallon Avenue overpass project. K:\ 01627- 68\Admin \Docs \LTR -a- Schumann- Mills Fleet Farm 062916.docz June 29, 2016 Page 5 The analysis in the EAW assumed that Edmonson Avenue would be a primary route to and from the site carrying up to 12% of the site traffic. The recommendations in the EAW indicate that a signal system may be warranted at Edmonson Avenue with future commercial development. While traffic is going to grow on Edmonson Avenue, based on the future Fallon Avenue overpass, traffic on Fallon Avenue will be increasing greater than originally anticipated. Improvements would be anticipated first at the Fallon Avenue intersection before the Edmonson Avenue intersection. • The recommendations in the EAW indicated that a three lane section should be considered west of Fallon Avenue. With the additional site traffic destined for TH 25 and I -94, this is still a good recommendation. • The Fallon Avenue overpass project is proposing a roundabout for the Chelsea Road at Fallon Avenue intersection. The construction of the Mills Fleet Farm would further justify the need for traffic control at this intersection. Stormwater Management NURP water quality treatment is provided by the regional ponds. No further action is needed. Rate control. The applicant shall provide a drainage map that clearly demonstrates existing and proposed discharge rates at the locations where runoff flows offsite. A StormNET output summary was provided for review, however it is not clear how the map correlates to the tabulated results. In addition, the NWL for Pond — NW and Pond — SE should be 947 ft and not 946 feet. The model shall be updated with results submitted for the 2, 10 and 100 year storm events that can be easily correlated to points on the site. Volume control. Per MPCA Stormwater Manual, Design Guidelines for infiltration basins, the following items are still needed. • Verify drawdown time is within 48 hours and provide calculations. • Currently the plans show that runoff enters the infiltration basins without any pretreatment. Pretreatment of runoff prior to entering infiltration basin is required. The applicant requests that the City a modification for the site to the landscape ordinance requirements on the west and south property line for stormwater maintenance purposes. We are in agreement that this is needed in order for the proposed stormwater ponds /infiltration basins to function properly and meet City standards. • An Erosion and Sediment Control Plan and a SWPP are required. It is understood that these documents will be submitted with the building permit. K:\ 01627- 68\Admin \Docs \LTR -a- Schumann- Mills Fleet Farm 062916.docz June 29, 2016 Page 6 Please have the applicant provide a written response addressing the comments above. Final plans and the final plat will need to be submitted, reviewed, and approved prior to building permit approval. Please give me a call at 763 - 271 -3236 if you have any questions or comments regarding this letter. Thank you. Sincerely, WSB & Associates, Inc. f i, 45�s.'01IL- Shibani K. Bisson, PE City Engineer cc: Steve Grittman, NAC skb K:\ 01627- 68\Admin \Docs \LTR -a- Schumann- Mills Fleet Farm 062916.docz D -0 m �7 r n� m �� -0� io -no c ->O< °y n N �� DC .17 05 7D I QD m _ E'1 p -0 co m0 07 m ® rn Zm !�0 WOE y° rrI O 0 Nr7 c. I ._ W O � 0 O N O (A N\ it x m n> r-1< ns r p D r r D zZ �N co N N N In 0 m O O J V/� O ° O o ° 0 C 0 O U) C r z m zo-i� o z C/) cn C C-) z m D D D T O m ° (-) m M °x� ° D vl�tl Z; o � oo °o\ r o ZJ ° z�000 AFB m Q m m m O mo z < < �� 1 x r < jl w x l 0 0 I F�'I z DO N \ny ;0 ^�C) v0� S A 0 D 0 ° O m m o O O ? D O m D N OZ ® m 5 C N m s m0 0 M 0 'p D x x Z k m a° 2 O -p N pro F W r m � FjT D C m W to rn p En O � Ln C z n > m zm D < --1 Z O m O co 0 n -7 n (/) I= �7 ° t co rP 0 m z p > -0 oo (7 = W O - 0 W O W 2 N p m C_ 0 = N N O D o4 z m = ^ o 2 G7 N �^ m m W D r r ° D O r 01 OD N N N N D O r z D O r V) r V v rr0 :C7 m 00 + 7O 01 00 N W N W m v z (n m z y° m = m W z O 00 Z (n (P N D D D m m m m r O O Z m J J N m O O < c c° z D tnit m C0 m m Ln 00 Z=7 D 0 < < C O m m N Z W Z m n C N C C O O (� n z 0 O n D O O m m m Ln < < C7 �� m fC W W N m Cn (n D N Z W Z m = N z C c + z n° W O W O m O U7 (n Gm7 y D W O C O !n !n D v TI M C C N D D n � O O m = m O CA 0 m MM z m c c p (O W X"' ° W cn O O c O z m 0 T` T` m O � ++ 01) -n o (Dn y o Z z o W cci 10 W Ut N � m Lo p O O 01 = n D m O m O K t W W m m C 14 r O (n n D Z D Z m n r n o C-) m a0 z m m p O O O r ° c m c m n K n � L 0 c m m p c n m O U1 m p m O O+ Z m R m o m � m 01 + D G7 0 o D ° In Z o c m m Lo cz y o° i < z F- J m CO N Z � m _ 0 r7 Z 00 U) m N O U m Z ^? m O N Z m n 0 n zm CA r (mil 0 01 m = N Cn < D N O _U Cn O o z W (A x m m m < x W � (n r N N m O m °m °' xx L p (" m m = CA D m p D m m p \ D �� D F- =- 9 (n N 09 x cn U) {a m El O°m _ m D k 00 W Z O O 07� m �c1-II� 1 HEREBY CERPFY THAT THIS PLAN, SPECIFlCAnON, OR REPORT RENBIION N0. N 701 Xenia Avenue South, Suite 300 CHELSEA ROAD WAS PREPARED eY ME OR UNDER MY DIRECT SUPERVISION AS NOTED WSB AND THAT 1 AM A DULY LICENSED PROFESSION ENGINEER Minneapolis, MN 55416 UNDER THE IAWS OF THE STATE OF MINNESOTA PLAN aC OESMJ! "' (n ww mbeng.com STREET CONSTRUCTION RAF .ILA _ � AND APPURTENANT WORK ° "` ° "`° �" PROJECT "° fTl &Associates, Inc. BREf A.A. WEISS JGM 1627 -63 1 763- 5414800 -Fax 7D541 -1700 RECORD cow BY: DATE (n INFRASTRUCTURE I ENGINEERING I PLANNING I CONSTRUCTION M O N T I C E L L O, MINNESOTA DATE: 05/14/07 No. 20753 0 1= INNOVATORS TRANSFORMING MANUFACTURING Monticello Planning Commission: This letter represents my concerns with the matter of Fleet Farm Commercial zoning being brought before the board on Tuesday, July 5th, 2016. Please consider this as my testimony for the record in lieu of my being able to attend the meeting in person. The following are my concerns regarding this matter and the effect this decision will have on my business, Ultra Machining Company (UMC), located adjacent to the land in question at 500 Chelsea Road Monticello, MN 55362: • Traffic /Safety /Taxes -The variance to allow commercial use mixed with light industrial and a school zone raises several concerns. Traffic flow into and out of properties is a concern with the commercial use of the land next to UMC. Commercial properties require a high traffic flow to be successful. Customers will need to be coming and going during the hours of operation for a retail outlet to be sustainable. UMC employees leave the property at shift change and during the lunch hour. The high school has young drivers coming in during the morning and leaving throughout the day. The high traffic created by a retail outlet will make it difficult and present a greater risk for UMC employees, the other light industrial businesses and the high school students, teachers and parents to enter and exit these facilities. In addition, the higher traffic will have a greater impact on the roads thus creating the need for maintenance which will be disproportionately borne by the lowest use businesses and public institutions. This has already proven out with the additional taxes levied to create the exit off of 94 in preparation for the commercial use of that property. The local businesses were assessed additional taxes to pay for the overpass but the commercial users of that property did not incur the same cost. • Livable Wage -The city's original plan in 2003 listed the area in question as light industrial and required the businesses to provide jobs at livable wages. The livable wage for an adult in Wright County is $11.03 an hour and jumps to $24.01 if that adult is supporting a child. Using the standard full time work estimate of 2080 hours a year, that is annual earnings of $23,000 to $50,000. UMC has taken this commitment to the community and our employees seriously and currently provides over 200 jobs with an average yearly income of $61,000. We still question the ability of a retail outlet to meet these same obligations to the community in an area originally zoned for light industrial which provides employees higher earnings and, therefore, creates higher taxable incomes. • Zoned Light Industrial -UMC originally selected Monticello to relocate the business to be part of establishing a manufacturing community in an area zoned for light industrial. According to the Minnesota Bureau of Economic Development, Manufacturing is the largest private sector contributor to the Minnesota GDP at $44.1 billion dollars (15 %) in 2014. Being located in proximity to the high school was attractive as well. UMC has created a Youth Apprenticeship program helping to introduce 16 -18 year olds to potential careers in this leading segment of the ��� Ch_,se�, nc�d P,o��t c lla, i 'N "53,2 �_utJ i !S09001:2008& 33485;2003 1 ultramc.com LMC INNOVATORS TRANSFORMING MANUFACTURING Minnesota economy: manufacturing. I continue to support keeping the commercial properties in the area north of 94 and the light industrial on the South side of 94 as originally planned. • City Obligation to Land Owners -The city has a responsibility to protect current land owner's property value through consistent land use decisions and planning. In return, companies like ours and others commit both time and money to create a business that can employ and give back to the residents of Monticello. Monticello has benefited greatly from the addition of UMC and other light industrial businesses as all of us have created livable wage jobs. Fewer of these types of businesses would have a negative economic impact on the community economics. Randomly zoning commercial amongst light industrial discourages other light industrial companies from locating to this area and, therefore, decreases the value of the current UMC property and those other light industrial businesses that have helped make the Monticello community successful. UMC has worked the last thirteen years to grow to a level where expansion is necessary. Over this time, we have gone from SO employees to over 200. Now that expansion is necessary to continue our growth, this zoning change puts in question the Monticello site for this effort. If the decision is to grant the variance for commercial use of the property in question we want to have the council acknowledge two requests: 1. The proposed use of a traffic light rather than a traffic circle on the North /South connection being evaluated to the West of WSI. When there is a constant stream of traffic flowing through this proposed traffic circle it will make it difficult for our employees and those of the surrounding businesses to enter Chelsea at shift changes and lunch hours in a safe manner. 2. UMC has concerns with a retail outlet and large parking lot being located next to our well landscaped and litter free facility. Our business model requires that we maintain a remarkable facility. To insure we can maintain the cleanliness and appearance of our site, there would need to be a privacy fence erected between the two properties at the expense of the new owners to eliminate litter from blowing onto the UMC property. I appreciate you reading this statement into the formal records and look forward to you making a decision consistent with the city's original vision and in the best interest of land owners who believed in that vision enough to establish livable wage jobs over 13 years ago. I f Don Tomann CEO and Majority Owner of Ultra Machining Company 51 C ,a_ z R ci 1 1 o iJ(_ -A.o, N " ", 55� ) _ 1 ,r -: r,11•2008 & 13485:2003 ! uttramc.com i s±FF 5 O44ti Monticello Monthly Report 2016 Wright County Sheriff's Office Sheriff Joe Hagerty 3800 Braddock Ave. NE, Buffalo, MN 55313 1- 800 - 362 -3667 Fax:763- 682 -7610 Incident Start Date /Time Initial Call CFS # 911 Hang -up Total: 55 06/01/16 20:08 911 Hang -up 2016034902 06/02/16 08:19 911 Hang -up 2016035009 06/02/16 15:55 911 Hang -up 2016035119 06/03/1616:40 911 Hang -up 2016035440 06/03/16 23:31 911 Hang -up 2016035551 06/03/16 23:43 911 Hang -up 2016035557 06/04/16 09:51 911 Hang -up 2016035628 06/04/16 11:18 911 Hang -up 2016035643 06/04/16 14:29 911 Hang -up 2016035682 06/04/1619:56 911 Hang -up 2016035779 06/05/16 21:40 911 Hang -up 2016036081 06/06/1610:24 911 Hang -up 2016036200 06/06/16 15:13 911 Hang -up 2016036262 06/06/16 17:05 911 Hang -up 2016036297 06/06/16 19:47 911 Hang -up 2016036350 06/07/16 18:19 911 Hang -up 2016036614 06/07/16 22:31 911 Hang -up 2016036687 06/08/16 08:35 911 Hang -up 2016036747 06/09/16 11:24 911 Hang -up 2016037055 06/09/1614:26 911 Hang -up 2016037089 06/10/16 09:41 911 Hang -up 2016037296 06/10/16 12:08 911 Hang -up 2016037330 06/10/1613:01 911 Hang -up 2016037348 06/10/16 18:39 911 Hang -up 2016037444 06/11/16 20:12 911 Hang -up 2016037812 06/11/16 20:23 911 Hang -up 2016037818 06/13/16 15:47 911 Hang -up 2016038264 06/13/16 15:47 911 Hang -up 2016038265 06/13/16 18:51 911 Hang -up 2016038314 06/15/16 12:51 911 Hang -up 2016038761 06/15/16 12:55 911 Hang -up 2016038762 06/15/16 13:04 911 Hang -up 2016038770 06/15/16 14:20 911 Hang -up 2016038790 06/15/16 14:40 911 Hang -up 2016038797 06/15/16 19:46 911 Hang -up 2016038898 06/16/16 14:07 911 Hang -up 2016039103 06/16/16 17:12 911 Hang -up 2016039172 06/17/16 03:20 911 Hang -up 2016039316 06/17/16 11:52 911 Hang -up 2016039382 Final Incident Case Number �OFESSIONq� yrti Q •y ti 2 Q N 4 CA RIND -• on 1 • 911 Hang -up WCSOP16015101 How Reported 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 ZUERCHER Page 1 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/17/16 23:08 911 Hang -up 2016039551 911 06/18/16 11:56 911 Hang -up 2016039659 911 06/18/16 23:17 911 Hang -up 2016039846 911 06/20/16 05:16 911 Hang -up 2016040116 911 Hang -up WCSOP16016840 911 06/20/1617:51 911 Hang -up 2016040291 911 06/22/16 14:40 911 Hang -up 2016040818 911 06/23/16 23:33 911 Hang -up 2016041281 911 06/24/1613:57 911 Hang -up 2016041410 911 06/25/1610:50 911 Hang -up 2016041693 911 06/25/16 11:09 911 Hang -up 2016041698 911 06/26/1614:04 911 Hang -up 2016042040 911 06/28/1614:24 911 Hang -up 2016042596 911 06/29/16 18:29 911 Hang -up 2016042985 911 06/30/16 02:18 911 Hang -up 2016043106 911 06/30/1617:48 911 Hang -up 2016043265 911 06/30/1619:07 911 Hang -up 2016043277 911 911 Open Line Total: 48 06/02/16 08:43 911 Open Line 2016035015 911 06/02/16 11:39 911 Open Line 2016035046 911 06/02/16 14:56 911 Open Line 2016035093 911 06/03/16 07:07 911 Open Line 2016035315 911 06/03/16 10:25 911 Open Line 2016035352 911 06/04/16 09:40 911 Open Line 2016035625 911 06/04/16 20:06 911 Open Line 2016035783 911 06/05/16 11:34 911 Open Line 2016035935 911 06/05/16 16:14 911 Open Line 2016036002 911 06/07/16 20:21 911 Open Line 2016036651 911 06/08/16 16:20 911 Open Line 2016036854 911 06/08/16 16:34 911 Open Line 2016036863 911 06/09/16 07:00 911 Open Line 2016037012 911 06/10/16 08:24 911 Open Line 2016037285 911 06/10/16 12:28 911 Open Line 2016037337 911 06/10/16 13:51 911 Open Line 2016037358 911 06/10/16 14:46 911 Open Line 2016037374 911 06/10/16 19:25 911 Open Line 2016037461 911 06/12/16 11:12 911 Open Line 2016037974 911 06/12/16 15:24 911 Open Line 2016038022 911 06/12/16 17:17 911 Open Line 2016038042 911 06/12/16 17:43 911 Open Line 2016038052 911 06/15/16 12:50 911 Open Line 2016038760 911 06/15/16 23:18 911 Open Line 2016038960 911 06/16/16 11:44 911 Open Line 2016039083 911 06/16/16 17:09 911 Open Line 2016039171 911 06/17/16 09:21 911 Open Line; Medical 2016039351 911 06/18/16 13:10 911 Open Line 2016039674 911 06/18/16 20:05 911 Open Line 2016039788 911 ZUERCHER Page 2 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/19/16 19:24 911 Open Line 2016040037 911 06/20/16 13:51 911 Open Line 2016040203 911 06/21/16 00:34 911 Open Line 2016040388 911 06/22/16 17:29 911 Open Line 2016040863 911 06/23/16 13:47 911 Open Line 2016041091 911 06/23/16 15:45 911 Open Line 2016041128 911 06/23/16 20:04 911 Open Line 2016041206 911 06/24/16 19:22 911 Open Line 2016041499 911 06/25/16 10:41 911 Open Line 2016041691 911 06/25/16 12:31 911 Open Line 2016041716 911 06/25/16 12:49 911 Open Line 2016041721 911 06/25/16 15:38 911 Open Line 2016041765 911 06/26/16 18:59 911 Open Line 2016042124 911 06/27/16 09:41 911 Open Line 2016042248 911 06/27/16 20:21 911 Open Line 2016042410 911 06/28/16 12:15 911 Open Line 2016042568 911 06/29/16 13:29 911 Open Line 2016042872 911 06/30/16 04:17 911 Open Line 2016043112 911 06/30/16 13:37 911 Open Line 2016043200 911 Abandoned Vehicle Total: 3 06/08/16 12:03 Abandoned Vehicle 2016036793 Abandoned Vehicle WCSOP16015513 Phone 06/09/16 13:56 Abandoned Vehicle 2016037082 Abandoned Vehicle WCSOP16015641 Phone 06/11/16 20:27 Abandoned Vehicle 2016037821 Parking WCSOP16015916 Phone Agency Assist Total: 20 06/03/16 04:21 Agency Assist 2016035303 Agency Assist WCSOP16014936 Phone 06/07/16 19:22 Agency Assist 2016036632 Agency Assist WCSOP16015453 Phone 06/08/16 12:19 Agency Assist 2016036795 Agency Assist WCSOP16015514 911 06/08/16 22:04 Agency Assist 2016036954 Agency Assist WCSOP16015582 Other 06/09/16 17:17 Agency Assist 2016037131 Agency Assist WCSOP16015668 Phone 06/11/16 04:21 Agency Assist 2016037628 Agency Assist WCSOP16015832 Phone 06/13/16 01:45 Agency Assist 2016038137 Disabled Vehicle WCSOP16016048 Phone 06/15/16 15:34 Agency Assist 2016038811 Agency Assist WCSOP16016313 Phone 06/15/16 22:33 Agency Assist 2016038951 Agency Assist WCSOP16016360 Phone 06/16/16 10:38 Agency Assist 2016039067 Agency Assist WCSOP16016399 Phone 06/17/16 10:11 Agency Assist 2016039363 Agency Assist WCSOP16016518 Phone 06/18/16 13:41 Agency Assist 2016039679 Agency Assist WCSOP16016658 Phone 06/18/16 21:06 Agency Assist 2016039801 Agency Assist WCSOP16016714 Phone 06/21/16 15:41 Agency Assist 2016040533 Agency Assist WCSOP16017004 Phone 06/22/16 11:54 Agency Assist 2016040773 Agency Assist WCSOP16017091 Phone 06/22/16 19:30 Agency Assist 2016040899 Phone 06/22/16 20:32 Agency Assist 2016040908 Agency Assist WCSOP16017157 Phone 06/26/16 01:02 Agency Assist 2016041934 Agency Assist WCSOP16017540 Phone 06/26/16 02:56 Agency Assist 2016041952 Agency Assist WCSOP16017550 Phone 06/27/16 14:15 Agency Assist 2016042307 Agency Assist WCSOP16017695 Phone ZUERCHER Page 3 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported Alarm Total: 2 06/05/16 22:01 Alarm 2016036085 911 06/11/1618:46 Alarm 2016037778 Alarm WCSOP16015896 Phone Animal Total: 21 06/04/1612:37 Animal 2016035656 Animal WCSOP16015083 Phone 06/05/1616:23 Animal 2016036011 Animal WCSOP16015219 Phone 06/08/16 08:24 Animal 2016036744 Phone 06/09/1614:07 Animal 2016037083 Animal WCSOP16015644 Phone 06/10/1619:04 Animal 2016037452 Animal WCSOP16015778 Phone 06/11/1612:19 Animal 2016037683 Phone 06/11/1615:26 Animal 2016037729 Phone 06/12/1616:50 Animal 2016038040 Animal WCSOP16016005 Phone 06/14/1617:43 Animal 2016038566 Animal WCSOP16016216 Phone 06/15/16 22:51 Animal 2016038955 Animal WCSOP16016362 911 06/17/1611:21 Animal 2016039376 Phone 06/18/1617:29 Animal 2016039739 Phone 06/18/16 20:03 Animal 2016039785 Animal WCSOP16016704 Phone 06/20/1617:35 Animal 2016040285 Animal WCSOP16016903 Phone 06/22/1610:05 Animal 2016040751 Animal WCSOP16017083 Phone 06/23/1612:06 Animal 2016041073 Animal WCSOP16017216 Phone 06/23/1615:39 Animal 2016041124 Animal WCSOP16017241 Phone 06/24/16 22:44 Animal 2016041560 Phone 06/25/1614:51 Animal 2016041749 Animal WCSOP16017470 Phone 06/25/1619:03 Animal 2016041828 Animal WCSOP16017512 911 06/28/1617:50 Animal 2016042658 Animal WCSOP16017845 Phone Animal - Barking Dog Total: 2 06/23/16 16:43 Animal - Barking Dog 2016041146 Animal - Barking Dog WCSOP16017248 Phone 06/27/16 22:49 Animal - Barking Dog 2016042448 Animal - Barking Dog WCSOP16017755 Phone Assault Total: 1 06/08/16 00:03 Assault 2016036701 Suspicious - Circumstances WCSOP16015481 Phone Burglary Total: 2 06/15/1613:08 Burglary 2016038772 Burglary WCSOP16016294 911 06/19/1618:21 Burglary 2016040016 Burglary WCSOP16016803 911 Check Welfare Total: 21 06/01/16 14:44 Check Welfare 2016034808 Check Welfare WCSOP16014730 Phone 06/01/16 16:06 Check Welfare 2016034832 Check Welfare WCSOP16014742 Phone 06/03/16 13:19 Check Welfare 2016035392 Check Welfare WCSOP16014967 Phone 06/05/16 21:34 Check Welfare 2016036078 Check Welfare WCSOP16015245 Phone 06/07/16 18:27 Check Welfare 2016036619 Check Welfare WCSOP16015445 911 06/10/16 16:43 Check Welfare 2016037399 Check Welfare WCSOP16015756 Phone 06/11/16 10:19 Check Welfare 2016037658 Check Welfare WCSOP16015845 Phone 06/13/16 15:49 Check Welfare 2016038266 Check Welfare WCSOP16016095 Phone 06/14/16 10:01 Check Welfare 2016038469 Check Welfare WCSOP16016174 Phone ZUERCHER Page 4 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/16/16 13:28 Check Welfare 2016039096 Check Welfare WCSOP16016414 911 06/16/16 19:05 Check Welfare 2016039218 Check Welfare WCSOP16016476 Phone 06/18/16 14:54 Check Welfare 2016039701 Court Order Violation WCSOP16016671 Phone 06/22/16 14:06 Check Welfare 2016040803 Check Welfare WCSOP16017104 911 06/23/16 08:48 Check Welfare 2016041036 Check Welfare WCSOP16017199 Phone 06/24/16 22:21 Check Welfare 2016041551 Suspicious - Person - Vehicle WCSOP16017402 911 06/26/16 21:57 Check Welfare 2016042169 Check Welfare WCSOP16017637 Phone 06/27/16 09:43 Check Welfare 2016042251 Check Welfare WCSOP16017671 Phone 06/27/16 15:26 Check Welfare 2016042329 Assault WCSOP16017710 Phone 06/28/16 07:22 Check Welfare 2016042513 Check Welfare WCSOP16017781 Phone 06/28/16 15:23 Check Welfare 2016042609 Check Welfare WCSOP16017825 911 06/28/16 21:30 Check Welfare 2016042714 Check Welfare WCSOP16017866 Phone Citizen Aid Total: 12 06/13/16 03:41 Citizen Aid 2016038148 Citizen Aid WCSOP16016053 911 06/13/16 11:05 Citizen Aid 2016038205 Citizen Aid WCSOP16016078 Phone 06/15/16 10:48 Citizen Aid 2016038733 Citizen Aid WCSOP16016276 Phone 06/17/16 12:02 Citizen Aid 2016039383 Info WCSOP16016529 Phone 06/17/16 18:00 Citizen Aid 2016039483 Citizen Aid WCSOP16016573 911 06/19/16 11:35 Citizen Aid 2016039923 Citizen Aid WCSOP16016762 Phone 06/21/16 17:24 Citizen Aid 2016040563 Citizen Aid WCSOP16017017 Phone 06/22/16 16:42 Citizen Aid 2016040850 Citizen Aid WCSOP16017129 Phone 06/23/16 06:38 Citizen Aid 2016041014 Citizen Aid WCSOP16017187 911 06/25/16 07:21 Citizen Aid 2016041649 Citizen Aid WCSOP16017439 Phone 06/27/16 17:28 Citizen Aid 2016042359 Citizen Aid WCSOP16017721 Phone 06/27/16 22:30 Citizen Aid 2016042441 Citizen Aid WCSOP16017748 Phone Civil Complaint Total: 27 06/01/16 18:24 Civil Complaint 2016034878 Civil Complaint WCSOP16014769 Phone 06/03/16 14:58 Civil Complaint 2016035415 Civil Child Custody WCSOP16014979 Phone 06/03/16 17:44 Civil Complaint 2016035456 Civil Child Custody WCSOP16014994 Phone 06/04/16 12:43 Civil Complaint 2016035657 Civil Complaint WCSOP16015084 Phone 06/05/16 14:37 Civil Complaint 2016035972 Civil Complaint WCSOP16015205 Phone 06/07/16 11:56 Civil Complaint 2016036522 Civil Complaint WCSOP16015406 Phone 06/09/16 07:15 Civil Complaint 2016037017 Civil Complaint WCSOP16015613 Phone 06/10/16 18:41 Civil Complaint 2016037445 Civil Complaint WCSOP16015774 Phone 06/12/16 11:23 Civil Complaint 2016037975 Civil Complaint WCSOP16015968 Phone 06/12/16 17:23 Civil Complaint 2016038043 Civil Child Custody WCSOP16016006 Phone 06/15/16 07:09 Civil Complaint 2016038693 Civil Complaint WCSOP16016260 Phone 06/15/16 12:34 Civil Complaint 2016038755 Civil Complaint WCSOP16016287 Phone 06/16/16 00:05 Civil Complaint 2016038966 Civil Complaint WCSOP16016363 911 06/18/16 13:31 Civil Complaint 2016039677 Civil Complaint WCSOP16016654 Phone 06/18/16 22:51 Civil Complaint 2016039843 Civil Complaint WCSOP16016728 Phone 06/19/16 18:06 Civil Complaint 2016040013 Civil Complaint WCSOP16016801 Phone 06/20/16 09:55 Civil Complaint 2016040155 MVA - No Injuries WCSOP16016858 Phone 06/20/16 16:11 Civil Complaint 2016040252 Civil Complaint WCSOP16016890 Phone 06/21/16 17:24 Civil Complaint 2016040564 Civil Complaint WCSOP16017020 Phone ZUERCHER Page 5 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/22/16 05:27 Civil Complaint 2016040710 Civil Complaint WCSOP16017066 Phone 06/22/16 16:41 Civil Complaint 2016040849 Civil Complaint WCSOP16017125 Phone 06/23/16 07:11 Civil Complaint 2016041022 Civil Child Custody WCSOP16017192 Phone 06/27/16 08:51 Civil Complaint 2016042233 Civil Complaint WCSOP16017713 Phone 06/27/16 16:45 Civil Complaint 2016042344 Civil Complaint WCSOP16017714 Phone 06/29/16 10:29 Civil Complaint 2016042825 Civil Complaint WCSOP16017911 Phone 06/29/16 20:29 Civil Complaint 2016043023 Civil Complaint WCSOP16017993 911 06/29/16 23:56 Civil Complaint 2016043074 Civil Complaint WCSOP16018015 Phone Civil Process Total: 71 06/01/16 07:59 Civil Process 2016034731 Officer 06/01/16 08:43 Civil Process 2016034744 Officer 06/02/16 08:50 Civil Process 2016035017 Officer 06/02/16 08:56 Civil Process 2016035018 Officer 06/02/16 09:04 Civil Process 2016035021 Officer 06/02/16 09:19 Civil Process 2016035025 Officer 06/02/16 09:43 Civil Process 2016035029 Officer 06/02/16 16:22 Civil Process 2016035125 Officer 06/03/16 08:52 Civil Process 2016035328 Officer 06/03/16 09:08 Civil Process 2016035333 Officer 06/03/16 09:14 Civil Process 2016035335 Officer 06/06/16 17:16 Civil Process 2016036304 Officer 06/06/16 17:29 Civil Process 2016036307 Officer 06/07/16 10:47 Civil Process 2016036504 Officer 06/07/16 10:54 Civil Process 2016036509 Officer 06/07/16 15:45 Civil Process 2016036566 Training WCSOP16015424 Phone 06/08/16 08:49 Civil Process 2016036753 Officer 06/08/16 09:20 Civil Process 2016036757 Officer 06/09/16 08:46 Civil Process 2016037029 Officer 06/09/16 09:09 Civil Process 2016037032 Officer 06/09/16 12:53 Civil Process 2016037072 Officer 06/09/16 13:03 Civil Process 2016037073 Officer 06/09/16 15:57 Civil Process 2016037109 Officer 06/09/16 16:05 Civil Process 2016037111 Officer 06/10/16 08:02 Civil Process 2016037282 Officer 06/10/16 10:34 Civil Process 2016037310 Officer 06/10/16 10:53 Civil Process 2016037315 Officer 06/10/16 14:52 Civil Process 2016037375 Officer 06/14/16 09:34 Civil Process 2016038463 Officer 06/16/16 14:33 Civil Process 2016039111 Officer 06/20/16 09:27 Civil Process 2016040148 Officer 06/20/16 09:37 Civil Process 2016040152 Officer 06/20/16 12:19 Civil Process 2016040184 Officer 06/20/16 12:27 Civil Process 2016040185 Officer 06/20/16 14:07 Civil Process 2016040205 Officer 06/20/16 14:20 Civil Process 2016040209 Officer 06/20/16 14:32 Civil Process 2016040216 Officer ZUERCHER Page 6 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/21/16 10:37 Civil Process 2016040454 Officer 06/21/16 10:46 Civil Process 2016040458 Officer 06/22/16 09:42 Civil Process 2016040744 Officer 06/23/16 08:20 Civil Process 2016041029 Officer 06/23/16 08:29 Civil Process 2016041031 Officer 06/23/16 12:53 Civil Process 2016041082 Officer 06/23/16 15:26 Civil Process 2016041117 Officer 06/24/16 10:23 Civil Process 2016041369 Officer 06/24/16 15:04 Civil Process 2016041424 Officer 06/24/16 15:12 Civil Process 2016041429 Officer 06/24/16 15:21 Civil Process 2016041432 Officer 06/24/16 16:42 Civil Process 2016041455 Officer 06/24/16 16:45 Civil Process 2016041459 Officer 06/25/16 15:44 Civil Process 2016041766 Officer 06/27/16 08:22 Civil Process 2016042229 Officer 06/27/16 08:27 Civil Process 2016042230 Officer 06/27/16 12:52 Civil Process 2016042287 Officer 06/27/16 13:02 Civil Process 2016042288 Officer 06/27/16 14:38 Civil Process 2016042309 Officer 06/27/16 14:50 Civil Process 2016042312 Officer 06/28/16 11:27 Civil Process 2016042556 Officer 06/28/16 11:32 Civil Process 2016042558 Officer 06/28/16 13:17 Civil Process 2016042582 Officer 06/29/16 12:16 Civil Process 2016042845 Officer 06/29/16 12:21 Civil Process 2016042849 Officer 06/29/16 12:27 Civil Process 2016042851 Officer 06/29/16 17:41 Civil Process 2016042969 Officer 06/29/16 17:57 Civil Process 2016042975 Officer 06/30/16 10:16 Civil Process 2016043153 Officer 06/30/16 10:36 Civil Process 2016043157 Officer 06/30/16 13:04 Civil Process 2016043189 Officer 06/30/16 13:14 Civil Process 2016043193 Officer 06/30/16 17:36 Civil Process 2016043259 Officer 06/30/16 17:47 Civil Process 2016043264 Officer Commercial Fire Alarm Total: 4 06/13/16 08:14 Commercial Fire Alarm 2016038172 Commercial Fire Alarm WCSOP16016065 Phone 06/14/16 09:53 Commercial Fire Alarm 2016038466 Commercial Fire Alarm WCSOP16016172 Phone 06/18/16 18:13 Commercial Fire Alarm 2016039748 Phone 06/26/16 03:08 Commercial Fire Alarm 2016041955 Commercial Fire Alarm WCSOP16017551 Phone Commercial General Alarm Total: 27 06/01/16 10:58 Commercial General 2016034767 Commercial General Alarm WCSOP16014715 Phone 06/02/16 16:46 Commercial General 2016035137 Commercial General Alarm WCSOP16014873 Phone 06/04/16 05:33 Commercial General 2016035602 Commercial General Alarm WCSOP16015061 Phone 06/05/16 15:04 Commercial General 2016035978 Commercial General Alarm WCSOP16015208 Phone 06/08/16 21:25 Commercial General 2016036941 Commercial General Alarm WCSOP16015576 Phone ZUERCHER Page 7 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/09/16 02:45 Commercial General 2016036998 Commercial General Alarm WCSOP16015604 Phone 06/11/16 03:48 Commercial General 2016037625 Commercial General Alarm WCSOP16015830 Phone 06/12/16 05:20 Commercial General 2016037942 Commercial General Alarm WCSOP16015956 Phone 06/13/16 16:08 Commercial General 2016038268 Commercial General Alarm WCSOP16016097 Phone 06/13/16 22:42 Commercial General 2016038372 Commercial General Alarm WCSOP16016142 Phone 06/15/16 09:34 Commercial General 2016038718 Commercial General Alarm WCSOP16016272 Phone 06/16/16 02:41 Commercial General 2016038996 Commercial General Alarm WCSOP16016372 Phone 06/18/16 13:27 Commercial General 2016039676 Commercial General Alarm WCSOP16016653 Phone 06/19/16 05:04 Commercial General 2016039885 Commercial General Alarm WCSOP16016748 Phone 06/19/16 14:06 Commercial General 2016039954 Commercial General Alarm WCSOP16016779 Phone 06/19/16 14:28 Commercial General 2016039963 Commercial General Alarm WCSOP16016783 Phone 06/19/16 14:28 Commercial General 2016039964 Commercial General Alarm WCSOP16016785 Phone 06/19/16 19:10 Commercial General 2016040031 Commercial General Alarm WCSOP16016807 Phone 06/20/16 19:00 Commercial General 2016040321 Commercial General Alarm WCSOP16016915 Phone 06/21/16 01:56 Commercial General 2016040399 Commercial General Alarm WCSOP16016948 Phone 06/21/16 03:00 Commercial General 2016040402 Commercial General Alarm WCSOP16016949 Phone 06/21/16 03:06 Commercial General 2016040403 Commercial General Alarm WCSOP16016950 Phone 06/22/16 08:04 Commercial General 2016040725 Commercial General Alarm WCSOP16017074 Phone 06/23/16 17:30 Commercial General 2016041166 Commercial General Alarm WCSOP16017256 Phone 06/24/16 07:38 Commercial General 2016041336 Commercial General Alarm WCSOP16017311 Phone 06/26/16 16:35 Commercial General 2016042081 Commercial General Alarm WCSOP16017602 Phone 06/28/16 20:42 Commercial General 2016042700 Commercial General Alarm WCSOP16017862 Phone Court Order Violation Total: 2 06/05/16 14:19 Court Order Violation 2016035967 Court Order Violation WCSOP16015202 Phone 06/28/16 00:43 Court Order Violation 2016042470 Court Order Violation WCSOP16017767 Phone Criminal Damage to Property Total: 5 06/02/16 16:05 Criminal Damage to 2016035120 06/07/16 21:08 Criminal Damage to 2016036667 06/20/16 08:20 Criminal Damage to 2016040138 06/27/16 01:59 Criminal Damage to 2016042202 06/30/16 09:38 Criminal Damage to 2016043143 Disabled Vehicle Total: 4 Juvenile - Complaint WCSOP16014863 Criminal Damage to Property WCSOP16015466 Criminal Damage to Property WCSOP16016850 Suspicious - Circumstances WCSOP16017651 06/10/16 09:47 Disabled Vehicle 2016037299 06/18/16 12:49 Disabled Vehicle 2016039672 Disabled Vehicle 06/19/16 22:01 Disabled Vehicle 2016040079 Disabled Vehicle 06/22/16 14:09 Disabled Vehicle 2016040805 Disabled Vehicle Disorderly Total: 5 06/01/16 08:21 Disorderly 2016034738 Disorderly 06/12/16 00:09 Disorderly 2016037904 Disorderly 06/13/16 21:46 Disorderly 2016038352 Disorderly 06/18/16 12:01 Disorderly 2016039661 Domestic Disturbance 06/30/16 21:00 Disorderly 2016043304 Disorderly Domestic Disturbance Total: 26 06/01/16 21:18 Domestic Disturbance 2016034919 Domestic Disturbance WCSOP16016651 WCSOP16016825 WCSOP16017105 Phone Phone Phone Phone Phone 911 Phone Officer Phone WCSOSR016014702 WCSOP16015939 911 WCSOP16016139 Phone WCSOP16016645 Phone WCSOP16018103 911 WCSOP16014788 Phone ZUERCHER Page 8 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/02/16 14:30 Domestic Disturbance 2016035080 Warrant - Arrest WCSOP16014845 Phone 06/02/16 23:13 Domestic Disturbance 2016035268 Domestic Disturbance WCSOP16014923 911 06/05/16 15:07 Domestic Disturbance 2016035979 Domestic Disturbance WCSOP16015209 Phone 06/06/16 19:47 Domestic Disturbance 2016036349 Domestic Disturbance WCSOP16015351 Phone 06/08/16 22:06 Domestic Disturbance 2016036956 Domestic Disturbance WCSOP16015583 911 06/09/16 13:31 Domestic Disturbance 2016037078 Domestic Disturbance WCSOP16015638 911 06/09/16 15:28 Domestic Disturbance 2016037105 Domestic Disturbance WCSOP16015652 911 06/11/16 14:57 Domestic Disturbance 2016037717 Domestic Disturbance WCSOP16015873 911 06/12/16 15:33 Domestic Disturbance 2016038025 Domestic Disturbance WCSOP16015995 911 06/13/16 09:55 Domestic Disturbance 2016038187 Domestic Disturbance WCSOP16016071 Phone 06/17/16 17:02 Domestic Disturbance 2016039471 Domestic Disturbance WCSOP16016566 Phone 06/17/16 21:13 Domestic Disturbance 2016039516 Domestic Disturbance WCSOP16016590 911 06/18/16 14:55 Domestic Disturbance 2016039702 Domestic Disturbance WCSOP16016670 Phone 06/18/16 23:24 Domestic Disturbance 2016039850 Domestic Disturbance WCSOP16016733 Phone 06/21/16 15:56 Domestic Disturbance 2016040539 Suspicious - Circumstances WCSOP16017014 Phone 06/21/16 18:25 Domestic Disturbance 2016040586 Domestic Disturbance WCSOP16017026 Phone 06/21/16 22:19 Domestic Disturbance 2016040648 Civil Complaint WCSOP16017052 911 06/22/16 17:22 Domestic Disturbance 2016040860 911 06/23/16 19:48 Domestic Disturbance 2016041202 Domestic Disturbance WCSOP16017266 911 06/24/16 16:58 Domestic Disturbance 2016041463 Domestic Disturbance WCSOP16017365 Phone 06/24/16 21:37 Domestic Disturbance 2016041535 Domestic Disturbance WCSOP16017397 911 06/25/16 17:51 Domestic Disturbance 2016041804 Domestic Disturbance WCSOP16017497 Phone 06/26/16 10:45 Domestic Disturbance 2016042003 Domestic Disturbance WCSOP16017566 Phone 06/27/16 08:07 Domestic Disturbance; 2016042227 Domestic Disturbance WCSOP16017662 911 06/29/16 10:14 Domestic Disturbance 2016042821 Domestic Disturbance WCSOP16017908 Phone Drugs Total: 19 06/01/16 15:16 Drugs 2016034820 Suspicious - Circumstances WCSOP16014737 Phone 06/03/16 22:14 Drugs 2016035531 Drugs WCSOP16015032 911 06/04/1610:46 Drugs 2016035635 Drugs WCSOP16015076 Phone 06/05/16 01:48 Drugs 2016035879 Drugs WCSOP16015167 Phone 06/06/16 20:21 Drugs 2016036362 Drugs WCSOP16015357 Phone 06/07/1616:20 Drugs 2016036573 Drugs WCSOP16015429 Phone 06/10/1610:55 Drugs 2016037316 Drugs WCSOP16015727 Phone 06/10/1612:44 Drugs 2016037344 Drugs WCSOP16015739 Phone 06/11/16 20:42 Drugs 2016037830 Disorderly WCSOP16015915 Phone 06/11/16 23:44 Drugs 2016037894 Juvenile - Complaint WCSOP16015935 911 06/14/16 03:59 Drugs 2016038415 Drugs WCSOP16016156 Phone 06/14/1615:25 Drugs 2016038538 Drugs WCSOP16016201 Phone 06/14/1617:08 Drugs 2016038559 Drugs WCSOP16016212 06/16/16 09:10 Drugs 2016039048 Drugs WCSOP16016392 Phone 06/22/1616:20 Drugs 2016040843 Drugs WCSOP16017121 Phone 06/24/16 22:12 Drugs 2016041547 Civil Complaint WCSOP16017400 Phone 06/28/1619:21 Drugs 2016042679 Drugs WCSOP16017853 Phone 06/28/16 21:15 Drugs 2016042709 Drugs WCSOP16017865 Phone 06/30/1618:48 Drugs 2016043273 Drugs WCSOP16018093 Phone ZUERCHER Page 9 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported Dumping Total: 1 06/22/1610:54 Dumping 2016040766 Dumping WCSOP16017089 Phone Extra Patrol Total: 2 06/08/16 07:01 Extra Patrol 2016036733 Phone 06/09/16 13:29 Extra Patrol 2016037077 Extra Patrol WCSOP16015640 Phone Fire - Burn Permit Total: 4 06/03/16 17:20 Fire - Burn Permit 2016035450 Phone 06/04/16 19:10 Fire - Burn Permit 2016035764 Phone 06/22/16 12:23 Fire - Burn Permit 2016040780 Phone 06/26/16 20:03 Fire - Burn Permit 2016042138 Phone Fire - Electrical Total: 1 06/10/16 14:40 Fire - Electrical 2016037371 Fire - Electrical WCSOP16015746 Phone Fire - Gas Leak Total: 3 06/28/16 12:28 Fire - Gas Leak 2016042571 Fire - Gas Leak WCSOP16017807 Phone 06/30/16 10:09 Fire - Gas Leak 2016043151 Fire - Gas Leak WCSOP16018041 Phone 06/30/16 12:32 Fire - Gas Leak 2016043185 Fire - Gas Leak WCSOP16018057 Phone Fire - Grass Total: 3 06/07/16 21:40 Fire - Grass 2016036677 Fire - Grass WCSOP16015471 Phone 06/23/16 05:20 Fire - Grass 2016041003 Fire - Grass WCSOP16017183 Phone 06/25/16 15:28 Fire - Grass 2016041760 Fire - Grass WCSOP16017475 911 Fire - Other Total: 3 06/09/16 04:59 Fire - Other 2016037007 Fire - Other WCSOP16015610 Phone 06/12/16 17:53 Fire - Other 2016038057 Fire - Other WCSOP16016011 911 06/22/16 19:33 Fire - Other 2016040900 Fire - Other WCSOP16017150 Phone Fire - Smoke - Odor Total: 2 06/15/16 21:46 Fire - Smoke - Odor 2016038938 Fire - Smoke - Odor WCSOP16016355 Phone 06/20/16 08:58 Fire - Smoke - Odor 2016040144 Fire - Smoke - Odor WCSOP16016855 911 Fire - Structure Total: 3 06/18/16 23:57 Fire - Structure 2016039856 Fire - Hazardous Materials WCSOP16016735 911 06/23/16 08:49 Fire - Structure 2016041037 Fire - Structure WCSOP16017200 911 06/25/16 17:59 Fire - Structure 2016041809 Fire - Structure WCSOP16017499 911 Fireworks Total: 4 06/05/16 00:09 Fireworks 2016035852 Fireworks WCSOP16015153 Phone 06/16/16 20:57 Fireworks 2016039249 Fireworks WCSOP16016490 Phone 06/19/16 00:25 Fireworks 2016039863 Fireworks WCSOP16016739 Phone 06/25/16 00:51 Fireworks 2016041601 Fireworks WCSOP16017423 Phone Found Body Total: 1 06/23/16 22:38 Found Body 2016041268 Death Investigation - Natural WCSOP16017298 Phone Found Person Total: 1 ZU =RCHER Page 10 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number 06/18/16 17:11 Found Person 2016039734 Death Investigation - Natural WCSOP16016684 Fraud - Checks Total: 4 06/16/16 13:07 Fraud - Checks 2016039093 Fraud - Checks 06/17/16 11:26 Fraud - Checks 2016039377 Fraud - Checks 06/22/16 15:24 Fraud - Checks 2016040825 Fraud - Checks 06/23/16 13:39 Fraud - Checks 2016041089 Fraud - Checks Fraud - Checks - Cards Total: 5 Phone 06/10/16 14:43 Fraud - Checks - Cards 2016037373 Theft 06/16/16 15:11 Fraud - Checks - Cards 2016039123 Fraud - Checks - Cards 06/22/16 16:33 Fraud - Checks - Cards 2016040846 Fraud - Checks - Cards 06/23/16 12:41 Fraud - Checks - Cards 2016041078 Fraud - Checks - Cards 06/30/16 11:38 Fraud - Checks - Cards 2016043176 Fraud - Checks - Cards Fraud - Forgery Total: 2 06/18/16 08:39 Fraud - Forgery 2016039620 Fraud - Forgery 06/24/16 08:20 Fraud - Forgery 2016041346 Fraud - Forgery Fraud - Internet Total: 2 06/14/16 20:49 Fraud - Internet 2016038604 Fraud - Internet 06/21/16 10:43 Fraud - Internet 2016040457 Fraud - Internet Funeral Escort Total: 1 06/30/16 10:26 Funeral Escort 2016043156 Gun Incident Total: 2 06/18/16 21:11 Gun Incident 2016039803 Gun Incident 06/26/16 01:59 Gun Incident 2016041946 Fireworks Harassment Total: 8 06/06/16 19:42 Harassment 2016036348 Juvenile - Complaint 06/08/16 23:30 Harassment 2016036974 Harassment 06/10/16 20:37 Harassment 2016037491 Civil Complaint 06/23/1614:02 Harassment 2016041095 Harassment 06/23/1614:42 Harassment 2016041108 Harassment 06/23/1615:36 Harassment 2016041121 Harassment 06/24/1610:05 Harassment 2016041365 Harassment 06/28/16 20:32 Harassment 2016042696 Harassment Hospice Death Total: 3 06/15/16 10:04 Hospice Death 2016038721 06/17/16 05:34 Hospice Death 2016039324 06/20/16 14:12 Hospice Death 2016040206 Info Total: 7 06/08/16 11:12 Info 2016036780 06/11/16 10:53 Info 2016037667 06/11/16 11:20 Info 2016037673 06/13/16 18:40 Info 2016038311 WCSOP16016413 WCSOP16016527 WCSOP16017113 WCSOP16017224 How Reported Phone Phone Phone Phone Phone WCSOP16015747 Phone WCSOP16016429 Phone WCSOP16017124 Phone WCSOP16017218 Phone WCSOP16018054 Phone WCSOP16016626 Phone WCSOP16017317 Phone WCSOP16016228 Phone WCSOP16016974 Phone Phone WCSOP16016715 Phone WCSOP16017545 911 WCSOP16015349 WCSOP16015594 WCSOP16015792 WCSOP16017225 WCSOP16017228 WCSOP16017239 WCSOP16017324 WCSOP16017859 911 911 Phone Phone Phone Phone Other Phone Phone Phone Phone Phone Phone Phone Phone ZUERCHER Page 11 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/19/16 13:23 Info 2016039946 Phone 06/25/16 23:42 Info 2016041915 Info WCSOP16017535 06/26/16 10:26 Info 2016041996 Phone Intoxicated Person Total: 2 06/04/16 01:30 Intoxicated Person 2016035581 Intoxicated Person WCSOP16015050 Phone 06/18/16 22:17 Intoxicated Person 2016039826 Intoxicated Person WCSOP16016723 Phone Juvenile - Complaint Total: 18 06/01/16 21:59 Juvenile - Complaint 2016034932 Juvenile - Complaint WCSOP16014793 Phone 06/03/16 17:58 Juvenile - Complaint 2016035462 Juvenile - Complaint WCSOP16014996 Phone 06/07/16 13:26 Juvenile - Complaint 2016036532 Juvenile - Complaint WCSOP16015412 Phone 06/12/16 19:38 Juvenile - Complaint 2016038081 Juvenile - Complaint WCSOP16016023 Phone 06/12/16 21:22 Juvenile - Complaint 2016038106 Juvenile - Complaint WCSOP16016031 Phone 06/12/16 22:06 Juvenile - Complaint 2016038112 Juvenile - Complaint WCSOP16016034 Phone 06/13/16 20:21 Juvenile - Complaint 2016038332 Juvenile - Complaint WCSOP16016128 Phone 06/20/16 12:41 Juvenile - Complaint 2016040188 Juvenile - Complaint WCSOP16016871 Phone 06/20/16 20:59 Juvenile - Complaint 2016040349 Juvenile - Complaint WCSOP16016925 Phone 06/22/16 18:50 Juvenile - Complaint 2016040892 Juvenile - Complaint WCSOP16017145 911 06/23/16 21:44 Juvenile - Complaint 2016041250 Suspicious - Circumstances WCSOP16017289 Phone 06/24/16 22:38 Juvenile - Complaint 2016041557 Juvenile - Complaint WCSOP16017407 Phone 06/28/16 21:12 Juvenile - Complaint 2016042706 Juvenile - Runaway WCSOP16017864 Officer 06/29/16 00:54 Juvenile - Complaint 2016042754 Juvenile - Complaint WCSOP16017876 Officer 06/29/16 04:03 Juvenile - Complaint 2016042768 Juvenile - Complaint WCSOP16017878 Phone 06/29/16 09:22 Juvenile - Complaint 2016042805 Juvenile - Complaint WCSOP16017901 Phone 06/29/16 14:12 Juvenile - Complaint 2016042885 Juvenile - Complaint WCSOP16017937 Phone 06/30/16 23:54 Juvenile - Complaint 2016043351 Juvenile - Complaint WCSOP16018120 Phone Juvenile - Party Total: 1 06/05/16 23:27 Juvenile - Party 2016036104 Juvenile - Complaint WCSOP16015252 Phone Juvenile - Runaway Total: 6 06/20/16 21:59 Juvenile - Runaway 2016040365 Juvenile - Runaway WCSOP16016932 Other 06/21/16 20:14 Juvenile - Runaway 2016040616 Juvenile - Complaint WCSOP16017039 Phone 06/23/16 06:11 Juvenile - Runaway 2016041010 Juvenile - Complaint WCSOP16017186 Phone 06/24/16 07:53 Juvenile - Runaway 2016041340 Juvenile - Runaway WCSOP16017314 Phone 06/26/16 19:56 Juvenile - Runaway 2016042136 Juvenile - Runaway WCSOP16017626 Phone 06/28/16 00:43 Juvenile - Runaway 2016042471 Juvenile - Runaway WCSOP16017763 Phone Lock Out - Lock In Total: 6 06/05/16 08:39 Lock Out - Lock In 2016035913 Phone 06/10/16 14:36 Lock Out - Lock In 2016037370 Phone 06/14/16 11:00 Lock Out - Lock In 2016038480 Lock Out - Lock In WCSOP16016180 Phone 06/17/16 13:44 Lock Out - Lock In 2016039411 Lock Out - Lock In WCSOP16016541 Phone 06/17/16 16:56 Lock Out - Lock In 2016039467 Lock Out - Lock In WCSOP16016565 Phone 06/25/16 13:58 Lock Out - Lock In 2016041737 Lock Out - Lock In WCSOP16017465 Phone Lost - Found Property Total: 13 06/01/16 13:11 Lost - Found Property 2016034790 Lost - Found Property WCSOP16014724 ZUERCHER Page 12 of 30 Incident Start Date /Time Initial Call 06/06/16 10:43 06/11/16 12:38 06/12/16 00:32 06/13/16 18:48 06/15/16 18:40 06/16/16 04:29 06/17/16 10:07 06/17/16 18:32 06/18/16 17:06 06/29/16 15:56 06/29/16 18:20 06/29/16 22:46 Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property Lost - Found Property CFS # Final Incident 2016036205 Lost - Found Property 2016037686 Lost - Found Property 2016037908 Lost - Found Property 2016038313 Lost - Found Property 2016038878 Lost - Found Property 2016039004 Lost - Found Property 2016039361 Lost - Found Property 2016039489 Lost - Found Property 2016039732 Lost - Found Property 2016042922 Drugs 06/08/16 14:59 2016042984 Lost - Found Property 2016043059 Lost - Found Property Case Number WCSOP16015285 WCSOP16015856 WCSOP16015941 WCSOP16016117 WCSOP16016333 WCSOP16016378 WCSOP16016517 WCSOP16016577 WCSOP16016682 WCSOP16017944 WCSOP16017974 WCSOP16018008 How Reported Officer Marine Incident - Boat and Water Total: 1 06/24/16 13:41 Marine Incident - Boat 2016041406 Marine Incident - Boat and WCSOP16017346 911 Medical - Abdominal Pain Total: 1 06/12/16 14:04 Medical - Abdominal 2016038004 Medical - Allergies - Stings Total: 1 06/25/16 19:02 Medical - Allergies - 2016041827 Medical - Breathing Problems Total: 7 06/03/16 17:40 Medical - Breathing 2016035454 06/03/16 22:36 Medical - Breathing 2016035541 06/07/16 19:18 Medical - Breathing 2016036631 06/09/16 11:52 Medical - Breathing 2016037062 06/25/16 17:00 Medical - Breathing 2016041790 06/27/16 09:41 Medical - Breathing 2016042249 06/28/16 00:28 Medical - Breathing 2016042465 Medical - Chest Pain Total: 7 06/08/16 09:32 Medical - Chest Pain 2016036759 06/10/16 09:04 Medical - Chest Pain 2016037292 06/11/16 13:46 Medical - Chest Pain 2016037701 06/12/16 12:34 Medical - Chest Pain 2016037988 06/15/16 12:57 Medical - Chest Pain 2016038766 06/16/16 12:13 Medical - Chest Pain 2016039088 06/17/16 12:02 Medical - Chest Pain 2016039384 Medical - Diabetic Total: 2 Medical - Abdominal Pain WCSOP16015987 Phone Medical - Breathing Problems WCSOP16014993 Medical - Breathing Problems WCSOP16015034 Medical - Breathing Problems WCSOP16015452 Medical - Breathing Problems WCSOP16015629 Medical - Breathing Problems WCSOP16017492 Death Investigation - Natural WCSOP16017669 Medical - Breathing Problems WCSOP16017762 Medical - Chest Pain Medical - Chest Pain Medical - Chest Pain Medical - Chest Pain Medical - Chest Pain Medical - Chest Pain Medical - Chest Pain WCSOP16015502 WCSOP16015717 WCSOP16015866 WCSOP16015978 WCSOP16016289 WCSOP16016409 WCSOP16016528 Phone 911 911 911 911 911 911 911 911 Phone 911 Phone Phone 911 Phone 06/02/16 14:39 Medical - Diabetic 2016035087 Medical - Diabetic WCSOP16014848 911 06/10/16 17:29 Medical - Diabetic 2016037416 Medical - Diabetic WCSOP16015765 Phone Medical - Fall Under 6 Feet Total: 11 06/05/16 15:39 Medical - Fall Under 6 2016035991 Medical - Fall Under 6 Feet WCSOP16015215 Phone 06/06/16 07:19 Medical - Fall Under 6 2016036166 Medical - Fall Under 6 Feet WCSOP16015274 Phone 06/08/16 14:59 Medical - Fall Under 6 2016036825 Medical - Fall Under 6 Feet WCSOP16015529 911 06/08/16 15:49 Medical - Fall Under 6 2016036845 Medical - Fall Under 6 Feet WCSOP16015538 Phone ZUERCHER Page 13 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/24/16 09:48 Medical - Fall Under 6 2016041361 Medical - Fall Under 6 Feet WCSOP16017322 911 06/26/16 05:15 Medical - Fall Under 6 2016041962 Medical - Fall Under 6 Feet WCSOP16017554 911 06/27/16 08:31 Medical - Fall Under 6 2016042231 Medical - Fall Under 6 Feet WCSOP16017663 Phone 06/28/16 10:55 Medical - Fall Under 6 2016042548 Medical - Fall Under 6 Feet WCSOP16017799 Phone 06/28/16 11:11 Medical - Fall Under 6 2016042554 Medical - Fall Under 6 Feet WCSOP16017802 911 06/29/16 16:56 Medical - Fall Under 6 2016042947 Medical - Fall Under 6 Feet WCSOP16017954 911 06/29/16 19:17 Medical - Fall Under 6 2016042999 Medical - Fall Under 6 Feet WCSOP16017981 911 Medical - Heart Problems Total: 1 Medical - Psychiatric - WCSOP16017622 Phone 06/25/16 10:10 Medical - Heart 2016041677 Medical - Heart Problems WCSOP16017450 911 Medical - Psychiatric - Behavioral Total: 12 06/01/16 16:49 Medical - Psychiatric - 2016034844 Suspicious -Person -Vehicle WCSOP16014749 911 06/07/16 13:56 06/03/16 11:43 Medical - Psychiatric - 2016036539 Medical - Psychiatric - WCSOP16015416 Phone 06/12/16 09:09 Medical - Sick Medical - Psychiatric - 2016037960 WCSOP16015036 911 Phone 06/22/16 15:36 2016036345 Medical - Psychiatric - 2016040830 Medical - Psychiatric - WCSOP16017115 911 06/23/16 01:00 Medical - Sick Medical - Psychiatric - 2016040971 Medical - Psychiatric - WCSOP16017177 911 06/25/16 14:46 WCSOP16015546 Medical - Psychiatric - 2016041747 Medical - Psychiatric - WCSOP16017469 Phone 06/26/16 18:55 911 Medical - Psychiatric - 2016042123 Medical - Psychiatric - WCSOP16017618 Phone 06/26/16 19:36 06/14/16 08:28 Medical - Psychiatric - 2016042133 Medical - Psychiatric - WCSOP16017622 Phone 06/29/16 11:01 Medical - Sick Medical - Psychiatric - 2016042833 Medical - Psychiatric - WCSOP16017915 911 06/29/16 13:44 2016038702 Medical - Psychiatric - 2016042877 Medical - Psychiatric - WCSOP16017935 Phone 06/30/16 19:28 Medical - Sick Medical - Psychiatric - 2016043285 Medical - Psychiatric - WCSOP16018096 Phone 06/30/16 21:08 WCSOP16016730 Medical - Psychiatric - 2016043305 Medical - Psychiatric - WCSOP16018106 Phone Medical - Seizure Total: 3 Medical - Sick 2016040453 Medical - Sick WCSOP16016970 06/01/16 19:23 06/27/16 08:51 Medical - Seizure 2016034894 Medical - Seizure WCSOP16014776 911 06/09/16 16:20 Medical - Sick Medical - Seizure 2016037117 Medical - Seizure WCSOP16015656 911 06/17/16 23:04 Medical - Seizure 2016039548 Medical - Seizure WCSOP16016601 911 Medical - Sick Total: 21 06/03/16 09:54 Medical - Sick 2016035345 Medical - Sick WCSOP16014952 911 06/03/16 11:43 Medical - Sick 2016035367 Medical - Sick WCSOP16014959 911 06/03/16 23:03 Medical - Sick 2016035547 Medical - Sick WCSOP16015036 911 06/06/16 19:18 Medical - Sick 2016036345 Medical - Sick WCSOP16015345 911 06/07/16 09:14 Medical - Sick 2016036483 Medical - Sick WCSOP16015389 911 06/08/16 16:35 Medical - Sick 2016036865 Medical - Sick WCSOP16015546 911 06/10/16 09:42 Medical - Sick 2016037297 Medical - Sick WCSOP16015720 911 06/11/16 15:00 Medical - Sick 2016037718 Medical - Sick WCSOP16015874 911 06/14/16 08:28 Medical - Sick 2016038444 Medical - Sick WCSOP16016168 911 06/14/16 20:03 Medical - Sick 2016038592 Medical - Sick WCSOP16016226 911 06/15/16 08:15 Medical - Sick 2016038702 Medical - Sick WCSOP16016266 911 06/15/16 14:50 Medical - Sick 2016038803 Medical - Sick WCSOP16016306 911 06/18/16 23:17 Medical - Sick 2016039847 Medical - Sick WCSOP16016730 911 06/19/16 08:15 Medical - Sick 2016039897 Medical - Sick WCSOP16016752 911 06/21/16 10:30 Medical - Sick 2016040453 Medical - Sick WCSOP16016970 911 06/27/16 08:51 Medical - Sick 2016042234 Medical - Sick WCSOP16017670 911 06/27/16 13:26 Medical - Sick 2016042293 Medical - Sick WCSOP16017690 911 ZUERCHER Page 14 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/28/16 07:18 Medical - Sick 2016042512 Medical - Sick WCSOP16017780 911 06/29/16 04:42 Medical - Sick 2016042770 Medical - Sick WCSOP16017880 911 06/30/16 10:39 Medical - Sick 2016043158 911 06/30/16 13:44 Medical - Sick 2016043202 Medical - Sick WCSOP16018064 911 Medical - Stroke Total: 1 06/08/16 16:57 Medical - Stroke 2016036871 Medical - Stroke WCSOP16015548 911 Medical - Trauma Total: 2 06/03/16 17:57 Medical - Trauma 2016035461 Medical - Trauma WCSOP16014995 911 06/06/16 00:24 Medical - Trauma 2016036116 Medical - Trauma WCSOP16015256 911 Medical - Unconscious - Fainting Total: 9 06/01/16 05:49 Medical - Unconscious - 2016034722 Medical - Unconscious - WCSOP16014691 Phone 06/05/16 16:17 Medical - Unconscious - 2016036006 Medical - Unconscious - WCSOP16015218 Phone 06/11/16 10:38 Medical - Unconscious - 2016037665 Medical - Unconscious - WCSOP16015847 Phone 06/17/16 10:31 Medical - Unconscious - 2016039366 Medical - Unconscious - WCSOP16016521 Phone 06/19/16 13:31 Medical - Unconscious - 2016039948 Death Investigation - Natural WCSOP16016777 Phone 06/22/16 10:32 Medical - Unconscious - 2016040759 Medical - Unconscious - WCSOP16017086 Phone 06/22/16 13:29 Medical - Unconscious - 2016040795 Medical - Unconscious - WCSOP16017100 911 06/27/16 08:45 Medical - Unconscious - 2016042232 Death Investigation - Natural WCSOP16017664 Phone 06/27/16 10:58 Medical - Unconscious - 2016042263 Medical - Fall Under 6 Feet WCSOP16017678 Phone Medical - Unknown Total: 2 06/13/16 21:04 Medical - Unknown 2016038341 Medical - Unknown WCSOP16016132 911 06/24/16 21:08 Medical - Unknown 2016041527 Medical - Unknown WCSOP16017394 911 Missing Person Total: 3 06/06/16 11:56 Missing Person 2016036220 Missing Person WCSOP16015292 Phone 06/06/16 21:22 Missing Person 2016036380 Missing Person WCSOP16015361 911 06/28/16 14:42 Missing Person 2016042599 Citizen Aid WCSOP16017821 Phone Motorist Aid Total: 5 06/09/16 15:07 Motorist Aid 2016037098 Motorist Aid WCSOP16015653 Officer 06/10/16 23:55 Motorist Aid 2016037570 Officer 06/17/16 22:39 Motorist Aid 2016039538 Officer 06/20/16 15:30 Motorist Aid 2016040233 06/24/16 23:27 Motorist Aid 2016041578 Officer MVA - Car Deer Total: 3 06/03/16 21:30 MVA - Car Deer 2016035511 Phone 06/11/16 21:58 MVA - Car Deer 2016037864 MVA - Car Deer WCSOP16015924 911 06/23/16 05:37 MVA - Car Deer 2016041004 Phone MVA - Hit & Run Total: 1 06/18/16 19:47 MVA - Hit & Run 2016039779 MVA - Hit & Run WCSOP16016701 MVA - Injuries Total: 6 06/06/16 12:44 MVA - Injuries 2016036227 06/11/16 18:19 MVA - Injuries 2016037772 MVA - Injuries WCSOP16015894 911 ZUERCHER Page 15 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/13/1612:23 MVA - Injuries 2016038223 DUI WCSOP16016084 06/16/16 09:43 MVA - Injuries 2016039054 MVA - No Injuries 2016035646 06/18/16 10:51 MVA - Injuries 2016039647 MVA - Injuries WCSOP16016639 06/24/16 10:30 MVA - Injuries 2016041372 MVA - Injuries WCSOP16017332 MVA - No Injuries Total: 30 06/02/16 15:25 MVA - No Injuries 2016035103 MVA - No Injuries WCSOP16014858 06/08/16 17:33 06/02/16 17:46 MVA - No Injuries 2016035163 MVA - No Injuries WCSOP16014882 Neighborhood Dispute 06/04/16 11:46 MVA - No Injuries 2016035646 MVA - No Injuries WCSOP16015079 2016042059 06/06/16 17:41 MVA - No Injuries 2016036310 MVA - No Injuries WCSOP16015330 06/08/16 17:47 MVA - No Injuries 2016036880 MVA - No Injuries WCSOP16015552 06/09/16 16:25 MVA - No Injuries 2016037120 MVA - No Injuries WCSOP16015661 06/12/16 10:40 MVA - No Injuries 2016037973 MVA - No Injuries WCSOP16015967 06/12/16 18:49 MVA - No Injuries 2016038066 MVA - No Injuries WCSOP16016015 911 06/13/16 20:50 MVA - No Injuries 2016038338 MVA - No Injuries WCSOSRO16016131 06/16/16 16:30 MVA - No Injuries 2016039151 MVA - No Injuries WCSOP16016444 06/16/16 16:41 MVA - No Injuries 2016039157 MVA - No Injuries WCSOP16016450 06/16/16 16:59 MVA - No Injuries 2016039165 MVA - No Injuries WCSOP16016454 06/17/16 14:40 MVA - No Injuries 2016039425 MVA - No Injuries WCSOP16016549 911 06/17/16 17:04 MVA - No Injuries 2016039472 MVA - No Injuries WCSOP16016567 911 06/20/16 06:53 MVA - No Injuries 2016040125 06/21/16 15:10 MVA - No Injuries 2016040519 MVA - No Injuries WCSOP16017000 06/22/16 17:38 MVA - No Injuries 2016040866 MVA - No Injuries WCSOP16017131 911 06/22/16 18:33 MVA - No Injuries 2016040886 MVA - No Injuries WCSOP16017142 06/24/16 12:05 MVA - No Injuries 2016041390 MVA - No Injuries WCSOP16017340 06/24/16 17:04 MVA - No Injuries 2016041464 MVA - No Injuries WCSOP16017366 06/25/16 15:57 MVA - No Injuries 2016041771 MVA - No Injuries WCSOP16017480 06/25/16 16:50 MVA - No Injuries 2016041785 MVA - No Injuries WCSOP16017487 06/25/16 17:35 MVA - No Injuries 2016041800 MVA - No Injuries WCSOP16017494 911 06/25/16 18:13 MVA - No Injuries 2016041815 DUI WCSOP16017502 06/26/16 11:50 MVA - No Injuries 2016042014 MVA - No Injuries WCSOP16017572 06/27/16 17:43 MVA - No Injuries 2016042372 MVA - No Injuries WCSOP16017724 Phone 06/29/16 11:10 MVA - No Injuries 2016042835 MVA - Hit & Run WCSOP16017919 06/29/16 17:16 MVA - No Injuries 2016042955 MVA - No Injuries WCSOP16017961 06/29/16 19:10 MVA - No Injuries 2016042996 MVA - No Injuries WCSOP16017980 06/29/16 19:52 MVA - No Injuries 2016043012 MVA - No Injuries WCSOP16017986 911 MVA - Unknown Injuries Total: 2 06/22/16 19:30 MVA - Unknown Injuries 2016040898 Agency Assist WCSOP16017151 911 06/27/16 12:03 MVA - Unknown Injuries 2016042274 Neighborhood Dispute Total: 4 06/05/16 19:41 Neighborhood Dispute 2016036053 Neighborhood Dispute WCSOP16015235 06/08/16 17:33 Neighborhood Dispute 2016036876 Civil Complaint WCSOP16015550 Other 06/16/16 18:58 Neighborhood Dispute 2016039216 Neighborhood Dispute WCSOP16016475 06/26/16 15:14 Neighborhood Dispute 2016042059 Fire - Other WCSOP16017595 Noise Total: 11 ZUERCHER Page 16 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/04/16 20:06 Noise 2016035785 Noise WCSOP16015133 WCSOP16014974 06/07/16 21:21 Noise 2016036671 Noise WCSOP16015470 WCSOP16015272 06/18/1619:07 Noise 2016039767 Noise WCSOP16016693 WCSOP16015305 06/18/16 20:52 Noise 2016039797 Noise WCSOP16016710 WCSOP16015527 06/20/16 22:39 Noise 2016040376 Noise WCSOP16016939 WCSOP16015585 06/21/16 01:03 Noise 2016040394 Noise WCSOP16016946 911 06/26/16 02:34 Noise 2016041950 Noise WCSOP16017548 911 06/27/1613:51 Noise 2016042298 Noise WCSOP16017692 Other 06/27/16 22:40 Noise 2016042444 Noise WCSOP16017752 06/29/1618:19 Noise 2016042982 Noise WCSOP16017973 06/30/16 23:10 Noise 2016043339 Noise WCSOP16018115 Off -Road Vehicle Complaint Total: 2 06/01/16 10:18 Off -Road Vehicle 2016034760 Off -Road Vehicle Complaint WCSOP16014712 Phone 06/21/16 19:55 Off -Road Vehicle 2016040608 Off -Road Vehicle Complaint WCSOP16017036 Phone Ordinance Violation Total: 1 06/22/16 08:55 Ordinance Violation 2016040733 Ordinance Violation WCSOP16017078 Parking Total: 7 06/03/1614:22 Phone Call Parking 2016035406 Parking WCSOP16014974 06/06/16 06:51 Other Parking 2016036162 Parking WCSOP16015272 06/06/1614:02 Phone Call Parking 2016036243 Parking WCSOP16015305 06/08/1614:45 Other Parking 2016036822 Parking WCSOP16015527 06/08/16 22:14 Phone Call Parking 2016036959 Parking WCSOP16015585 06/12/1615:08 Other Parking 2016038016 Parking WCSOP16015991 06/25/1610:21 Phone Call Parking 2016041682 Parking WCSOP16017452 Phone Call Total: 12 06/01/16 18:46 Phone Call 2016034883 Other 06/03/16 09:13 Phone Call 2016035334 Other 06/03/16 15:41 Phone Call 2016035422 Other 06/10/16 14:11 Phone Call 2016037363 Other 06/14/16 18:34 Phone Call 2016038577 Other 06/22/16 17:57 Phone Call 2016040873 Other 06/26/16 10:43 Phone Call 2016042002 Phone Call WCSOP16017578 Other 06/28/16 15:29 Phone Call 2016042612 Other 06/28/16 17:12 Phone Call 2016042647 Other 06/28/16 20:30 Phone Call 2016042694 Other 06/29/16 15:32 Phone Call 2016042910 Phone Call WCSOP16017964 06/30/16 14:34 Phone Call 2016043211 Other Probation Check Total: 5 06/02/16 10:30 Probation Check 2016035035 Officer 06/02/16 11:01 Probation Check 2016035042 Officer 06/14/16 11:51 Probation Check 2016038501 Officer 06/21/16 21:39 Probation Check 2016040636 Court Order Violation WCSOP16017054 Officer 06/27/16 16:59 Probation Check 2016042348 Officer ZUERCHER Page 17 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported Public Works - Utilities Total: 1 06/30/16 17:16 Public Works - Utilities 2016043250 Phone Pursuit Total: 1 06/14/16 01:07 Pursuit 2016038399 Suspicious - Person - Vehicle WCSOP16016149 Officer Repossession Total: 5 06/03/16 00:22 Repossession 2016035280 911 06/08/1619:57 Repossession 2016036919 911 06/14/16 21:52 Repossession 2016038624 Phone 06/14/16 21:54 Repossession 2016038626 Residential General Alarm 06/22/1619:33 Repossession 2016040901 Residential General Residential Fire Alarm Total: 3 WCSOP16015611 Phone 06/10/16 06:01 Residential Fire Alarm 2016037270 Residential Fire Alarm WCSOP16015710 Phone 06/12/16 13:16 Residential Fire Alarm 2016037997 Residential Fire Alarm WCSOP16015981 Phone 06/14/16 15:53 Residential Fire Alarm 2016038542 Residential Fire Alarm WCSOP16016203 Phone Residential General Alarm Total: 9 06/05/16 13:59 Residential General 2016035959 Residential General Alarm WCSOP16015197 Phone 06/07/16 10:23 Residential General 2016036498 Residential General Alarm WCSOP16015395 Phone 06/08/16 01:11 Residential General 2016036708 Residential General Alarm WCSOP16015482 Phone 06/09/16 07:05 Residential General 2016037014 Residential General Alarm WCSOP16015611 Phone 06/19/16 17:35 Residential General 2016040005 Residential General Alarm WCSOP16016798 Phone 06/23/16 18:11 Residential General 2016041176 Residential General Alarm WCSOP16017259 Phone 06/23/16 19:16 Residential General 2016041191 06/07/16 01:51 SIA Area Watch Phone 06/28/16 10:48 Residential General 2016042547 Residential General Alarm WCSOP16017798 Phone 06/30/16 15:17 Residential General 2016043218 Residential General Alarm WCSOP16018074 Phone Residential Medical Alarm Total: 2 06/05/16 15:31 Residential Medical 2016035986 Residential Medical Alarm WCSOP16015212 Phone 06/19/16 08:34 Residential Medical 2016039899 Residential Medical Alarm WCSOP16016753 Phone SIA Area Watch Total: 27 06/01/16 19:00 SIA Area Watch 2016034885 06/01/16 23:32 SIA Area Watch 2016034947 Officer 06/01/16 23:32 SIA Area Watch 2016034948 Officer 06/01/16 23:52 SIA Area Watch 2016034953 06/02/16 14:27 SIA Area Watch 2016035079 06/02/16 18:20 SIA Area Watch 2016035178 06/03/16 01:00 SIA Area Watch 2016035287 06/04/16 22:16 SIA Area Watch 2016035814 06/05/16 04:59 SIA Area Watch 2016035901 06/06/16 01:40 SIA Area Watch 2016036127 06/06/16 16:26 SIA Area Watch 2016036283 06/06/16 19:12 SIA Area Watch 2016036342 06/06/16 23:49 SIA Area Watch 2016036406 06/07/16 01:51 SIA Area Watch 2016036426 06/07/16 17:11 SIA Area Watch 2016036591 ZUERCHER Page 18 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/09/16 17:58 SIA Area Watch 2016037136 06/10/16 03:10 SIA Area Watch 2016037259 06/14/16 00:33 SIA Area Watch 2016038393 06/15/16 16:01 SIA Area Watch 2016038818 06/15/16 19:27 SIA Area Watch 2016038889 06/16/16 11:46 SIA Area Watch 2016039084 06/19/16 20:48 SIA Area Watch 2016040061 06/20/16 20:10 SIA Area Watch 2016040334 06/24/16 16:14 SIA Area Watch 2016041448 06/28/16 02:19 SIA Area Watch 2016042487 06/30/16 01:30 SIA Area Watch 2016043098 06/30/16 01:58 SIA Area Watch 2016043102 SIA Business Walk Through Total: 8 06/04/16 02:44 SIA Business Walk 2016035595 06/06/16 04:59 SIA Business Walk 2016036146 06/13/16 02:27 SIA Business Walk 2016038144 06/13/16 07:11 SIA Business Walk 2016038160 06/13/16 22:27 SIA Business Walk 2016038367 Officer 06/17/16 16:44 SIA Business Walk 2016039463 06/24/16 15:07 SIA Business Walk 2016041427 06/27/16 09:13 SIA Business Walk 2016042243 SIA Door Check Total: 4 06/19/16 23:48 SIA Door Check 2016040095 06/20/16 01:34 SIA Door Check 2016040106 06/23/16 00:02 SIA Door Check 2016040962 06/27/16 01:37 SIA Door Check 2016042200 SIA Foot Patrol Total: 6 06/06/16 04:23 SIA Foot Patrol 06/08/16 09:00 SIA Foot Patrol 06/10/16 01:41 SIA Foot Patrol 06/13/16 04:06 SIA Foot Patrol 06/14/16 00:04 SIA Foot Patrol 06/20/16 01:28 SIA Foot Patrol SIA House Check Total: 2 06/05/16 01:24 SIA House Check 06/06/16 00:03 SIA House Check SIA Other Total: 3 06/08/16 10:12 SIA Other 06/23/16 04:35 SIA Other 06/24/16 21:35 SIA Other SIA Parks Total: 31 06/02/16 01:07 SIA Parks 06/03/16 07:53 SIA Parks 2016036143 2016036755 2016037249 2016038149 2016038382 2016040105 2016035873 2016036109 2016036770 2016040998 2016041534 Officer 2016034973 2016035320 ZUERCHER Page 19 of 30 Incident Start Date /Time Initial Call CFS # 06/06/16 15:11 SIA Parks 2016036260 06/07/16 17:32 SIA Parks 2016036602 06/08/16 16:52 SIA Parks 2016036869 06/09/16 20:54 SIA Parks 2016037180 06/10/16 07:42 SIA Parks 2016037279 06/13/16 06:36 SIA Parks 2016038156 06/14/16 09:19 SIA Parks 2016038458 06/15/16 01:04 SIA Parks 2016038659 06/15/16 17:36 SIA Parks 2016038857 06/16/16 21:03 SIA Parks 2016039250 06/17/16 20:52 SIA Parks 2016039511 06/18/16 07:17 SIA Parks 2016039610 06/18/16 10:24 SIA Parks 2016039636 06/19/16 07:31 SIA Parks 2016039892 06/19/16 16:12 SIA Parks 2016039986 06/20/1616:00 SIA Parks 2016040246 06/20/16 23:09 SIA Parks 2016040380 06/22/16 00:34 SIA Parks 2016040690 06/23/16 20:06 SIA Parks 2016041209 06/23/16 20:42 SIA Parks 2016041225 06/23/16 23:32 SIA Parks 2016041280 06/24/16 11:17 SIA Parks 2016041385 06/24/16 13:39 SIA Parks 2016041405 06/24/1614:58 SIA Parks 2016041421 06/25/16 15:08 SIA Parks 2016041752 06/26/16 18:16 SIA Parks 2016042110 06/28/16 06:46 SIA Parks 2016042507 06/29/16 21:24 SIA Parks 2016043040 06/30/16 02:33 SIA Parks 2016043110 SIA School Check Total: 4 06/14/16 09:44 SIA School Check 06/18/16 06:56 SIA School Check 06/18/16 07:04 SIA School Check 06/19/16 07:48 SIA School Check Sign - Light Repair Total: 1 06/26/16 17:13 Sign - Light Repair Siren Activation Total: 1 06/18/16 02:53 Siren Activation Stolen - Property Total: 1 06/23/16 19:37 Stolen - Property Stolen - Vehicle Total: 1 06/03/16 09:03 Stolen - Vehicle Final Incident 2016038464 2016039607 2016039608 2016039894 2016042092 2016039593 Siren Activation 2016041198 Theft 2016035331 Stolen - Vehicle Case Number How Reported Officer Phone WCSOP16016615 WCSOP16017263 Phone WCSOP16014949 Phone ZUERCHER Page 20 of 30 Incident Start Date /Time Initial Call CFS # Suspicious - Circumstances Total: 23 06/01/16 11:29 Suspicious - 2016034776 06/02/16 15:30 Suspicious - 2016035107 06/02/16 23:51 Suspicious - 2016035274 06/03/16 21:04 Suspicious - 2016035504 06/04/16 23:47 Suspicious - 2016035842 06/05/16 21:31 Suspicious - 2016036077 06/06/16 00:05 Suspicious - 2016036110 06/06/16 11:27 Suspicious - 2016036215 06/07/16 14:41 Suspicious - 2016036544 06/09/16 12:26 Suspicious - 2016037067 06/14/16 07:47 Suspicious - 2016038431 06/17/16 12:14 Suspicious - 2016039388 06/17/16 18:12 Suspicious - 2016039486 06/20/16 22:32 Suspicious - 2016040374 06/21/16 16:17 Suspicious - 2016040545 06/21/16 21:58 Suspicious - 2016040641 06/22/16 15:38 Suspicious - 2016040831 06/22/16 17:57 Suspicious - 2016040874 06/23/16 13:18 Suspicious - 2016041087 06/23/16 17:58 Suspicious - 2016041175 06/23/16 19:12 Suspicious - 2016041189 06/24/16 14:56 Suspicious - 2016041420 06/28/16 00:49 Suspicious - 2016042472 Suspicious - Item Total: 1 06/11/16 20:22 Suspicious - Item 2016037817 Suspicious - Person - Vehicle Total: 22 06/03/16 14:25 Case Number Suspicious - Person - 2016035408 06/04/16 20:16 Phone Suspicious - Person - 2016035789 06/13/16 20:59 Lost - Found Property Suspicious - Person - 2016038340 06/15/16 05:30 WCSOP16015017 Suspicious - Person - 2016038680 06/16/16 01:06 Phone Suspicious - Person - 2016038974 06/16/16 16:45 Suspicious - Circumstances Suspicious - Person - 2016039159 06/17/16 08:20 WCSOP16015289 Suspicious - Person - 2016039339 06/17/16 13:15 Phone Suspicious - Person - 2016039402 06/17/16 16:29 Suspicious - Circumstances Suspicious - Person - 2016039459 06/17/16 17:13 WCSOP16016532 Suspicious - Person - 2016039475 06/17/16 23:30 Phone Suspicious - Person - 2016039557 06/19/16 19:21 Suspicious - Circumstances Suspicious - Person - 2016040034 06/20/16 21:08 WCSOP16017050 Suspicious - Person - 2016040351 06/21/16 15:41 Phone Suspicious - Person - 2016040532 06/21/16 17:59 Suspicious - Circumstances Suspicious - Person - 2016040573 06/22/16 20:53 WCSOP16017258 Suspicious - Person - 2016040913 06/23/16 17:37 Phone Suspicious - Person - 2016041168 06/23/16 21:01 Suspicious - Circumstances Suspicious - Person - 2016041233 Final Incident Case Number How Reported Suspicious - Circumstances WCSOP16014717 Phone Suspicious - Circumstances WCSOP16014859 Phone Lost - Found Property WCSOP16014925 Phone Suspicious - Circumstances WCSOP16015017 911 Warrant - Arrest WCSOP16015151 Phone Suspicious - Circumstances WCSOP16015244 911 Suspicious - Circumstances WCSOP16015255 911 Suspicious - Circumstances WCSOP16015289 Phone Suspicious - Circumstances WCSOP16015420 Phone Suspicious - Circumstances WCSOP16015633 Phone Suspicious - Circumstances WCSOP16016161 Phone Suspicious - Circumstances WCSOP16016532 Phone Suspicious - Circumstances WCSOP16016576 Phone Suspicious - Circumstances WCSOP16016936 Phone Suspicious - Circumstances WCSOP16017012 Phone Suspicious - Circumstances WCSOP16017050 Phone Suspicious - Circumstances WCSOP16017117 Phone Suspicious - Circumstances WCSOP16017138 Phone Suspicious - Circumstances WCSOP16017222 Phone Suspicious - Circumstances WCSOP16017258 Phone Suspicious - Circumstances WCSOP16017260 Phone Suspicious - Circumstances WCSOP16017353 Phone Suspicious - Circumstances WCSOP16017764 911 Suspicious - Item WCSOP16015910 Phone Suspicious - Person - Vehicle WCSOP16014976 Phone Suspicious - Person - Vehicle WCSOP16015135 Phone Suspicious - Person - Vehicle WCSOP16016133 Phone Suspicious - Person - Vehicle WCSOP16016255 Phone Suspicious - Person - Vehicle WCSOP16016365 911 Soliciting WCSOP16016448 Phone Suspicious - Person - Vehicle WCSOP16016509 Phone 911 Suspicious - Person - Vehicle WCSOP16016562 Phone Suspicious - Person - Vehicle WCSOP16016570 Phone Suspicious - Person - Vehicle WCSOP16016607 Phone Suspicious - Person - Vehicle WCSOP16016810 Phone Suspicious - Person - Vehicle WCSOP16016926 911 Warrant - Arrest WCSOP16017003 Officer Commercial Burglary WCSOP16017022 911 Suspicious - Person - Vehicle WCSOP16017160 Phone Parking WCSOP16017257 Phone Suspicious - Person - Vehicle WCSOP16017278 Phone ZUERCHER Page 21 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/23/16 21:32 Suspicious - Person - 2016041244 Suspicious - Person - Vehicle WCSOP16017287 Phone 06/23/16 22:42 Suspicious - Person - 2016041271 Suspicious - Person - Vehicle WCSOP16017297 Phone 06/27/16 14:57 Suspicious - Person - 2016042316 Suspicious - Person - Vehicle WCSOP16017702 Phone 06/29/16 09:45 Suspicious - Person - 2016042811 Suspicious - Person - Vehicle WCSOP16017904 Phone Theft Total: 22 06/04/1613:13 Theft 2016035666 Theft WCSOP16015089 Phone 06/06/1616:20 Theft 2016036281 Theft WCSOP16015321 Phone 06/07/16 09:31 Theft 2016036485 Theft WCSOP16015392 Phone 06/07/1611:44 Theft 2016036516 Theft WCSOP16015405 Phone 06/08/1619:30 Theft 2016036910 Theft WCSOP16015563 Phone 06/09/16 14:26 Theft 2016037090 Citizen Aid WCSOP16015647 911 06/12/16 13:56 Theft 2016038003 Suspicious - Circumstances WCSOP16015985 911 06/14/16 23:28 Theft 2016038644 Theft WCSOP16016240 Phone 06/15/16 21:36 Theft 2016038936 Theft WCSOP16016354 Phone 06/17/1615:04 Theft 2016039430 Theft WCSOP16016553 Phone 06/18/1616:21 Theft 2016039722 Theft WCSOP16016679 Phone 06/20/1614:21 Theft 2016040210 Theft WCSOP16016880 Phone 06/21/1615:42 Theft 2016040534 Theft WCSOP16017015 Phone 06/22/1613:28 Theft 2016040794 Theft WCSOP16017101 Phone 06/22/1614:15 Theft 2016040807 Theft WCSOP16017106 Phone 06/25/1612:00 Theft 2016041709 Theft WCSOP16017458 Phone 06/27/1614:07 Theft 2016042302 Theft WCSOP16017693 Phone 06/27/1617:20 Theft 2016042355 Theft WCSOP16017720 Phone 06/27/1619:00 Theft 2016042388 Theft WCSOP16017729 Phone 06/28/1611:48 Theft 2016042564 Theft WCSOP16017804 Phone 06/28/16 19:09 Theft 2016042676 Residential Burglary WCSOP16017852 911 06/29/16 00:30 Theft 2016042752 Theft WCSOP16017873 Phone Theft - From Vehicle Total: 2 06/16/16 15:23 Theft - From Vehicle 2016039128 Theft - From Vehicle WCSOP16016431 Phone 06/27/16 20:34 Theft - From Vehicle 2016042413 Theft - From Vehicle WCSOP16017737 Phone Theft - Gas Drive Off Total: 11 06/06/16 13:41 Theft - Gas Drive Off 2016036238 Theft - Gas Drive Off WCSOP16015303 911 06/07/16 05:11 Theft - Gas Drive Off 2016036443 Theft - Gas Drive Off WCSOP16015376 911 06/11/16 07:57 Theft - Gas Drive Off 2016037645 Theft - Gas Drive Off WCSOP16015838 911 06/14/16 14:22 Theft - Gas Drive Off 2016038529 Civil Complaint WCSOP16016199 Phone 06/15/16 17:43 Theft - Gas Drive Off 2016038861 Theft - Gas Drive Off WCSOP16016328 911 06/17/16 15:53 Theft - Gas Drive Off 2016039445 Theft - Gas Drive Off WCSOP16016559 911 06/18/16 12:07 Theft - Gas Drive Off 2016039665 Theft - Gas Drive Off WCSOP16016647 911 06/20/16 12:40 Theft - Gas Drive Off 2016040187 Theft - Gas Drive Off WCSOP16016874 911 06/23/16 19:46 Theft - Gas Drive Off 2016041200 Theft - Gas Drive Off WCSOP16017265 911 06/26/16 16:03 Theft - Gas Drive Off 2016042074 Theft - Gas Drive Off WCSOP16017600 911 06/28/16 15:29 Theft - Gas Drive Off 2016042613 Theft - Gas Drive Off WCSOP16017826 911 Theft - Identity Theft Total: 2 06/20/16 16:26 Theft - Identity Theft 2016040257 Theft - Identity Theft WCSOP16016894 911 ZUERCHER Page 22 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/30/16 13:39 Theft - Identity Theft 2016043201 Theft WCSOP16018065 Phone Theft - Shoplifting Total: 5 06/11/16 17:46 Theft - Shoplifting 2016037762 Theft - Shoplifting WCSOP16015889 Phone 06/15/16 21:16 Theft - Shoplifting 2016038929 Theft - Shoplifting WCSOP16016349 Phone 06/18/16 14:11 Theft - Shoplifting 2016039688 Theft - Shoplifting WCSOP16016662 Phone 06/22/16 16:27 Theft - Shoplifting 2016040844 Suspicious - Circumstances WCSOP16017123 Phone 06/22/16 22:02 Theft - Shoplifting 2016040931 Theft - Shoplifting WCSOP16017164 Phone Threats Total: 7 2016036617 Traffic - Complaint WCSOP16015448 Phone 06/08/16 21:36 Threats 2016036948 Threats WCSOP16015580 Phone 06/13/1611:52 Threats 2016038219 Threats WCSOP16016081 Phone 06/13/16 21:41 Threats 2016038350 Threats WCSOSRO16016138 Phone 06/14/16 13:03 Threats 2016038518 Suspicious - Circumstances WCSOP16016193 Phone 06/16/1616:00 Threats 2016039140 Harassment WCSOP16016440 Phone 06/16/1617:42 Threats 2016039183 Threats WCSOP16016462 Phone 06/25/16 05:39 Threats 2016041636 Harassment WCSOP16017434 Phone Tow Total: 1 Traffic - Complaint 2016038673 Traffic - Complaint WCSOP16016251 Phone 06/10/1617:57 Tow 2016037428 Tow WCSOP16015768 Phone Traffic - Complaint Total: 43 06/02/16 18:35 Traffic - Complaint 2016035186 Traffic - Complaint WCSOP16014891 911 06/03/16 01:55 Traffic - Complaint 2016035295 Traffic - Complaint WCSOP16014932 911 06/03/16 21:34 Traffic - Complaint 2016035513 Traffic - Complaint WCSOP16015020 Phone 06/04/16 16:50 Traffic - Complaint 2016035722 Traffic - Complaint WCSOP16015115 911 06/05/16 22:03 Traffic - Complaint 2016036086 Traffic - Complaint WCSOP16015247 Phone 06/07/16 18:26 Traffic - Complaint 2016036617 Traffic - Complaint WCSOP16015448 Phone 06/09/16 14:57 Traffic - Complaint 2016037095 Traffic - Complaint WCSOP16015651 911 06/11/16 00:41 Traffic - Complaint 2016037583 Traffic - Complaint WCSOP16015815 911 06/12/16 01:28 Traffic - Complaint 2016037925 Traffic - Complaint WCSOP16015944 Phone 06/12/16 19:06 Traffic - Complaint 2016038075 Check Welfare WCSOP16016021 Phone 06/13/16 17:08 Traffic - Complaint 2016038284 Traffic - Complaint WCSOP16016104 Phone 06/13/16 18:26 Traffic - Complaint 2016038308 Traffic - Complaint WCSOP16016114 Phone 06/14/16 18:20 Traffic - Complaint 2016038575 911 06/15/16 03:20 Traffic - Complaint 2016038673 Traffic - Complaint WCSOP16016251 Phone 06/15/16 14:32 Traffic - Complaint 2016038793 Traffic - Complaint WCSOP16016303 Phone 06/15/16 21:00 Traffic - Complaint 2016038922 Traffic - Complaint WCSOP16016347 Phone 06/16/16 10:01 Traffic - Complaint 2016039059 Traffic - Complaint WCSOP16016395 Phone 06/16/16 20:34 Traffic - Complaint 2016039242 DUI WCSOP16016484 Phone 06/17/16 21:38 Traffic - Complaint 2016039523 Traffic - Complaint WCSOP16016591 Phone 06/18/16 12:09 Traffic - Complaint 2016039666 Traffic - Complaint WCSOP16016648 Phone 06/18/16 14:50 Traffic - Complaint 2016039698 Traffic - Complaint WCSOP16016668 911 06/18/16 15:44 Traffic - Complaint 2016039711 Traffic - Complaint WCSOP16016675 Phone 06/18/16 18:20 Traffic - Complaint 2016039752 Traffic - Complaint WCSOP16016689 911 06/18/16 18:36 Traffic - Complaint 2016039757 Traffic - Complaint WCSOP16016691 911 06/20/16 15:41 Traffic - Complaint 2016040239 Traffic - Complaint WCSOP16016888 Phone 06/20/16 20:05 Traffic - Complaint 2016040333 Traffic - Complaint WCSOP16016920 Phone ZUERCHER Page 23 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/21/16 15:27 Traffic - Complaint 2016040528 Traffic - Complaint WCSOP16017002 Phone 06/21/16 18:59 Traffic - Complaint 2016040593 Traffic - Complaint WCSOP16017030 911 06/23/16 11:11 Traffic - Complaint 2016041066 Traffic - Complaint WCSOP16017213 Phone 06/23/16 15:30 Traffic - Complaint 2016041118 Traffic - Complaint WCSOP16017236 Phone 06/23/16 21:15 Traffic - Complaint 2016041241 Traffic - Complaint WCSOP16017281 911 06/25/16 00:53 Traffic - Complaint 2016041603 Traffic - Complaint WCSOP16017421 911 06/25/16 18:15 Traffic - Complaint 2016041816 Traffic - Complaint WCSOP16017517 Phone 06/26/16 21:29 Traffic - Complaint 2016042160 Traffic - Complaint WCSOP16017632 Phone 06/26/16 22:11 Traffic - Complaint 2016042172 Traffic - Complaint WCSOP16017640 Phone 06/27/16 06:47 Traffic - Complaint 2016042215 Traffic - Complaint WCSOP16017655 Phone 06/27/16 07:20 Traffic - Complaint 2016042221 MVA - No Injuries WCSOP16017657 Phone 06/28/16 18:01 Traffic - Complaint 2016042662 Traffic - Complaint WCSOP16017847 Phone 06/29/16 16:38 Traffic - Complaint 2016042937 Traffic - Complaint WCSOP16017949 Phone 06/29/16 18:13 Traffic - Complaint 2016042980 Traffic - Complaint WCSOP16017972 911 06/29/16 21:57 Traffic - Complaint 2016043049 Traffic - Complaint WCSOP16018005 Phone 06/30/16 09:34 Traffic - Complaint 2016043142 Traffic - Complaint WCSOP16018036 Phone 06/30/16 21:38 Traffic - Complaint 2016043318 Traffic - Complaint WCSOP16018108 Phone Traffic - Hazard Total: 2 Traffic Stop 2016035347 06/01/16 21:08 Traffic - Hazard 2016034917 Traffic - Hazard WCSOP16014786 Phone 06/26/16 19:41 Traffic - Hazard 2016042134 Traffic - Hazard WCSOP16017624 911 Traffic Stop Total: 253 06/01/16 00:35 Traffic Stop 2016034696 Drugs WCSOP16014679 Officer 06/01/16 12:14 Traffic Stop 2016034784 Officer 06/01/16 13:58 Traffic Stop 2016034798 Officer 06/01/16 14:15 Traffic Stop 2016034801 Officer 06/01/16 21:57 Traffic Stop 2016034931 Officer 06/01/16 22:43 Traffic Stop 2016034939 Traffic Stop WCSOP16014796 Officer 06/02/16 00:29 Traffic Stop 2016034963 Traffic Stop WCSOP16014806 Officer 06/02/16 00:52 Traffic Stop 2016034967 Officer 06/02/16 01:10 Traffic Stop 2016034974 Officer 06/02/16 02:45 Traffic Stop 2016034979 Officer 06/02/16 07:07 Traffic Stop 2016034994 Officer 06/02/16 07:22 Traffic Stop 2016034995 Traffic Stop WCSOP16014814 Officer 06/02/16 09:29 Traffic Stop 2016035026 Traffic Stop WCSOP16014820 Officer 06/02/16 14:02 Traffic Stop 2016035072 Officer 06/02/16 17:14 Traffic Stop 2016035148 Officer 06/02/16 23:07 Traffic Stop 2016035266 Officer 06/02/16 23:44 Traffic Stop 2016035272 Officer 06/03/16 01:49 Traffic Stop 2016035293 Officer 06/03/16 10:11 Traffic Stop 2016035347 Officer 06/03/16 11:51 Traffic Stop 2016035369 Officer 06/03/16 14:32 Traffic Stop 2016035409 Traffic Stop WCSOP16014980 Officer 06/03/16 21:49 Traffic Stop 2016035519 Traffic Stop WCSOP16015022 Officer 06/03/16 23:34 Traffic Stop 2016035554 Officer 06/04/16 00:30 Traffic Stop 2016035566 Officer ZUERCHER Page 24 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/04/16 00:36 Traffic Stop 2016035567 Officer 06/04/16 01:02 Traffic Stop 2016035573 Traffic Stop WCSOP16015048 Officer 06/04/16 02:15 Traffic Stop 2016035588 Officer 06/04/16 04:50 Traffic Stop 2016035600 Traffic Stop WCSOP16015060 Officer 06/04/16 05:18 Traffic Stop 2016035601 Officer 06/04/16 15:15 Traffic Stop 2016035698 Officer 06/04/16 15:22 Traffic Stop 2016035700 Officer 06/04/16 15:36 Traffic Stop 2016035703 Traffic Stop WCSOP16015104 Officer 06/04/16 16:13 Traffic Stop 2016035711 Officer 06/04/16 16:42 Traffic Stop 2016035718 Officer 06/04/16 16:59 Traffic Stop 2016035728 Officer 06/04/16 17:45 Traffic Stop 2016035736 Officer 06/04/16 22:55 Traffic Stop 2016035824 Traffic Stop WCSOP16015146 Officer 06/04/16 23:22 Traffic Stop 2016035830 Officer 06/04/16 23:27 Traffic Stop 2016035831 Officer 06/04/16 23:29 Traffic Stop 2016035832 Officer 06/04/16 23:45 Traffic Stop 2016035840 Officer 06/05/16 06:02 Traffic Stop 2016035902 Traffic Stop WCSOP16015174 Officer 06/05/16 13:48 Traffic Stop 2016035952 Officer 06/05/16 13:49 Traffic Stop 2016035953 Traffic Stop WCSOP16015194 Officer 06/05/16 16:54 Traffic Stop 2016036018 Traffic Stop WCSOP16015223 Officer 06/05/16 17:58 Traffic Stop 2016036036 Traffic Stop WCSOP16015231 Officer 06/05/16 18:43 Traffic Stop 2016036043 Officer 06/05/16 19:54 Traffic Stop 2016036058 Officer 06/06/16 00:42 Traffic Stop 2016036123 Officer 06/06/16 06:46 Traffic Stop 2016036160 Officer 06/06/16 08:14 Traffic Stop 2016036178 Officer 06/06/16 15:22 Traffic Stop 2016036266 Officer 06/06/16 16:48 Traffic Stop 2016036290 Traffic Stop WCSOP16015324 Officer 06/06/16 17:15 Traffic Stop 2016036303 Officer 06/06/16 17:29 Traffic Stop 2016036306 Officer 06/06/16 17:50 Traffic Stop 2016036313 Officer 06/06/16 18:11 Traffic Stop 2016036324 Traffic Stop WCSOP16015337 Officer 06/06/16 23:38 Traffic Stop 2016036403 Officer 06/07/16 00:05 Traffic Stop 2016036408 Officer 06/07/16 05:14 Traffic Stop 2016036445 Officer 06/07/16 09:02 Traffic Stop 2016036481 Traffic Stop WCSOP16015388 Officer 06/07/16 15:15 Traffic Stop 2016036553 06/07/16 15:25 Traffic Stop 2016036558 Officer 06/07/16 15:50 Traffic Stop 2016036568 Officer 06/07/16 15:54 Traffic Stop 2016036569 Officer 06/07/16 16:42 Traffic Stop 2016036578 Officer 06/07/16 21:46 Traffic Stop 2016036678 Officer 06/08/16 02:29 Traffic Stop 2016036718 Traffic Stop WCSOP16015485 Officer 06/08/16 07:25 Traffic Stop 2016036736 Officer 06/08/16 09:55 Traffic Stop 2016036767 Officer 06/08/16 10:18 Traffic Stop 2016036772 Officer ZUERCHER Page 25 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/08/16 15:15 Traffic Stop 2016036828 Traffic Stop WCSOP16015532 Officer 06/08/16 23:07 Traffic Stop 2016036969 Traffic Stop WCSOP16015590 Officer 06/08/16 23:32 Traffic Stop 2016036975 Officer 06/09/16 00:12 Traffic Stop 2016036980 Officer 06/09/16 00:38 Traffic Stop 2016036986 Officer 06/09/16 01:43 Traffic Stop 2016036994 Traffic Stop WCSOP16015603 Officer 06/09/16 06:08 Traffic Stop 2016037009 Officer 06/09/16 22:40 Traffic Stop 2016037208 Officer 06/09/16 23:30 Traffic Stop 2016037221 Officer 06/09/16 23:36 Traffic Stop 2016037223 Officer 06/09/16 23:43 Traffic Stop 2016037225 Officer 06/10/16 00:14 Traffic Stop 2016037234 Officer 06/10/16 00:45 Traffic Stop 2016037240 Officer 06/10/16 20:35 Traffic Stop 2016037490 Traffic Stop WCSOP16015795 Officer 06/10/16 20:46 Traffic Stop 2016037496 Officer 06/10/16 20:54 Traffic Stop 2016037503 Traffic Stop WCSOP16015794 Officer 06/10/16 21:23 Traffic Stop 2016037515 Traffic Stop WCSOP16015799 Officer 06/10/16 21:26 Traffic Stop 2016037520 Officer 06/10/16 22:05 Traffic Stop 2016037534 Officer 06/10/16 22:14 Traffic Stop 2016037537 Officer 06/10/16 22:19 Traffic Stop 2016037539 Officer 06/10/16 22:42 Traffic Stop 2016037547 Officer 06/10/16 23:23 Traffic Stop 2016037561 Officer 06/10/16 23:32 Traffic Stop 2016037564 Officer 06/10/16 23:41 Traffic Stop 2016037567 Officer 06/10/16 23:53 Traffic Stop 2016037569 Officer 06/11/16 00:40 Traffic Stop 2016037582 Officer 06/11/16 01:51 Traffic Stop 2016037601 Officer 06/11/16 02:22 Traffic Stop 2016037609 Officer 06/11/16 02:29 Traffic Stop 2016037612 Officer 06/11/16 02:36 Traffic Stop 2016037613 Officer 06/11/16 03:19 Traffic Stop 2016037620 Officer 06/11/16 03:29 Traffic Stop 2016037621 Traffic Stop WCSOP16015829 Officer 06/11/16 05:57 Traffic Stop 2016037630 Officer 06/11/16 20:27 Traffic Stop 2016037820 Officer 06/11/16 21:36 Traffic Stop 2016037853 Officer 06/11/16 21:48 Traffic Stop 2016037861 Officer 06/11/16 22:30 Traffic Stop 2016037873 Traffic Stop WCSOP16015929 Officer 06/11/16 22:31 Traffic Stop 2016037874 Officer 06/12/16 01:07 Traffic Stop 2016037919 Officer 06/12/16 01:10 Traffic Stop 2016037922 Officer 06/12/16 01:29 Traffic Stop 2016037926 Officer 06/12/16 01:40 Traffic Stop 2016037927 Officer 06/12/16 02:36 Traffic Stop 2016037933 Traffic Stop WCSOP16015951 Officer 06/12/16 08:19 Traffic Stop 2016037956 Officer 06/12/16 15:01 Traffic Stop 2016038012 06/12/16 15:24 Traffic Stop 2016038023 Officer ZUERCHER Page 26 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/13/16 01:49 Traffic Stop 2016038139 Officer 06/13/16 02:16 Traffic Stop 2016038141 Officer 06/13/16 13:30 Traffic Stop 2016038237 Officer 06/13/16 13:38 Traffic Stop 2016038238 Traffic Stop WCSOP16016086 Officer 06/13/16 14:39 Traffic Stop 2016038251 Officer 06/13/16 15:35 Traffic Stop 2016038263 Officer 06/13/16 16:26 Traffic Stop 2016038274 Traffic Stop WCSOP16016101 Officer 06/14/16 00:42 Traffic Stop 2016038396 Officer 06/14/16 05:51 Traffic Stop 2016038425 Officer 06/14/16 11:51 Traffic Stop 2016038499 Officer 06/14/16 23:17 Traffic Stop 2016038640 Traffic Stop WCSOP16016239 Officer 06/15/16 02:27 Traffic Stop 2016038669 Traffic Stop WCSOP16016248 Officer 06/15/16 05:58 Traffic Stop 2016038682 Officer 06/15/16 09:23 Traffic Stop 2016038714 Traffic Stop WCSOP16016271 Officer 06/15/16 12:37 Traffic Stop 2016038756 Traffic Stop WCSOP16016288 Officer 06/15/16 14:49 Traffic Stop 2016038801 Officer 06/15/16 14:57 Traffic Stop 2016038805 Traffic Stop WCSOP16016308 Officer 06/15/16 15:54 Traffic Stop 2016038816 Officer 06/15/16 16:38 Traffic Stop 2016038832 Officer 06/15/16 21:20 Traffic Stop 2016038931 Officer 06/15/16 22:23 Traffic Stop 2016038947 Officer 06/15/16 22:36 Traffic Stop 2016038952 Drugs WCSOP16016361 Officer 06/16/16 08:36 Traffic Stop 2016039040 Officer 06/16/16 08:44 Traffic Stop 2016039043 Traffic Stop WCSOP16016388 Officer 06/16/16 09:09 Traffic Stop 2016039047 Officer 06/16/16 09:20 Traffic Stop 2016039049 Officer 06/16/16 09:32 Traffic Stop 2016039052 Officer 06/16/16 09:33 Traffic Stop 2016039053 Officer 06/16/16 10:08 Traffic Stop 2016039060 Officer 06/16/16 10:21 Traffic Stop 2016039063 Officer 06/16/16 10:21 Traffic Stop 2016039064 Officer 06/16/16 10:40 Traffic Stop 2016039068 Officer 06/16/16 13:30 Traffic Stop 2016039097 Officer 06/16/16 14:19 Traffic Stop 2016039105 Officer 06/16/16 17:40 Traffic Stop 2016039182 Officer 06/16/16 18:42 Traffic Stop 2016039209 Traffic Stop WCSOP16016473 Officer 06/16/16 19:52 Traffic Stop 2016039233 Officer 06/16/16 22:23 Traffic Stop 2016039267 Officer 06/16/16 22:39 Traffic Stop 2016039272 Officer 06/17/16 00:49 Traffic Stop 2016039297 Officer 06/17/16 01:12 Traffic Stop 2016039300 Officer 06/17/16 05:39 Traffic Stop 2016039325 Officer 06/17/16 05:58 Traffic Stop 2016039326 Officer 06/17/16 12:42 Traffic Stop 2016039394 Traffic Stop WCSOP16016534 Officer 06/17/16 15:33 Traffic Stop 2016039437 Officer 06/17/16 15:37 Traffic Stop 2016039439 Traffic Stop WCSOP16016556 Officer 06/17/16 22:11 Traffic Stop 2016039532 Officer ZUERCHER Page 27 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/17/16 22:31 Traffic Stop 2016039537 Traffic Stop WCSOP16016597 Officer 06/17/16 23:03 Traffic Stop 2016039546 Officer 06/17/16 23:07 Traffic Stop 2016039549 Traffic Stop WCSOP16016602 Officer 06/17/16 23:59 Traffic Stop 2016039560 Officer 06/18/16 00:16 Traffic Stop 2016039569 Officer 06/18/16 00:31 Traffic Stop 2016039575 Officer 06/18/16 02:17 Traffic Stop 2016039588 Traffic Stop WCSOP16016613 Officer 06/18/16 02:39 Traffic Stop 2016039590 Officer 06/18/16 09:08 Traffic Stop 2016039624 Officer 06/18/16 10:42 Traffic Stop 2016039644 Traffic Stop WCSOP16016635 Officer 06/18/16 14:01 Traffic Stop 2016039685 Traffic Stop WCSOP16016661 Officer 06/18/16 21:33 Traffic Stop 2016039810 Officer 06/18/16 21:52 Traffic Stop 2016039816 Officer 06/18/16 22:08 Traffic Stop 2016039821 Officer 06/19/16 11:10 Traffic Stop 2016039917 06/19/16 15:56 Traffic Stop 2016039984 Officer 06/19/16 22:05 Traffic Stop 2016040081 Officer 06/20/16 04:47 Traffic Stop 2016040114 Traffic Stop WCSOP16016838 Officer 06/20/16 16:00 Traffic Stop 2016040248 Officer 06/20/16 16:21 Traffic Stop 2016040255 Traffic Stop WCSOP16016893 Officer 06/20/16 16:52 Traffic Stop 2016040263 Officer 06/20/16 17:19 Traffic Stop 2016040275 Traffic Stop WCSOP16016898 Officer 06/20/16 20:51 Traffic Stop 2016040345 Officer 06/21/16 04:18 Traffic Stop 2016040406 Officer 06/21/16 05:15 Traffic Stop 2016040411 Traffic Stop WCSOP16016955 Officer 06/21/16 18:18 Traffic Stop 2016040583 Officer 06/22/16 00:08 Traffic Stop 2016040681 Officer 06/22/16 01:14 Traffic Stop 2016040695 Drugs WCSOP16017064 Officer 06/22/16 12:09 Traffic Stop 2016040777 Officer 06/22/16 22:57 Traffic Stop 2016040948 Officer 06/22/16 23:12 Traffic Stop 2016040952 Officer 06/23/16 00:09 Traffic Stop 2016040965 Drugs WCSOP16017175 Officer 06/23/16 00:52 Traffic Stop 2016040969 Officer 06/23/16 02:21 Traffic Stop 2016040984 Officer 06/23/16 03:03 Traffic Stop 2016040990 Officer 06/23/16 04:20 Traffic Stop 2016040996 Officer 06/23/16 19:00 Traffic Stop 2016041188 Officer 06/23/16 20:30 Traffic Stop 2016041222 Officer 06/23/16 20:55 Traffic Stop 2016041228 Officer 06/24/16 00:35 Traffic Stop 2016041293 Officer 06/24/16 02:34 Traffic Stop 2016041313 Officer 06/24/16 13:27 Traffic Stop 2016041404 Officer 06/24/16 20:25 Traffic Stop 2016041517 Officer 06/24/16 23:18 Traffic Stop 2016041575 Officer 06/25/16 00:20 Traffic Stop 2016041588 Officer 06/25/16 00:39 Traffic Stop 2016041596 Officer 06/25/16 00:46 Traffic Stop 2016041598 Traffic Stop WCSOP16017420 Officer ZUERCHER Page 28 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/25/16 00:52 Traffic Stop 2016041602 Officer 06/25/16 01:18 Traffic Stop 2016041610 Officer 06/25/16 02:12 Traffic Stop 2016041621 Officer 06/25/16 08:52 Traffic Stop 2016041664 Officer 06/25/16 16:37 Traffic Stop 2016041781 Officer 06/25/16 20:05 Traffic Stop 2016041847 06/25/16 20:49 Traffic Stop 2016041857 Officer 06/25/16 21:26 Traffic Stop 2016041871 Officer 06/25/16 21:45 Traffic Stop 2016041879 06/26/16 00:31 Traffic Stop 2016041926 Officer 06/26/16 00:37 Traffic Stop 2016041928 Officer 06/26/16 01:25 Traffic Stop 2016041939 Officer 06/26/16 01:44 Traffic Stop 2016041943 Intoxicated Person WCSOP16017544 Officer 06/26/16 21:12 Traffic Stop 2016042153 Officer 06/26/16 23:54 Traffic Stop 2016042189 Officer 06/27/16 00:35 Traffic Stop 2016042193 Traffic Stop WCSOP16017647 Officer 06/27/16 00:55 Traffic Stop 2016042196 Traffic Stop WCSOP16017649 Officer 06/27/16 08:05 Traffic Stop 2016042226 Officer 06/27/16 23:04 Traffic Stop 2016042451 Officer 06/27/16 23:15 Traffic Stop 2016042454 Officer 06/27/16 23:34 Traffic Stop 2016042456 Officer 06/28/16 23:56 Traffic Stop 2016042744 Officer 06/29/16 00:20 Traffic Stop 2016042749 Traffic Stop WCSOP16017874 Officer 06/29/16 06:55 Traffic Stop 2016042787 Officer 06/29/16 06:57 Traffic Stop 2016042788 Officer 06/29/16 15:38 Traffic Stop 2016042913 Officer 06/29/16 17:57 Traffic Stop 2016042974 Traffic Stop WCSOP16017970 Officer 06/29/16 21:14 Traffic Stop 2016043039 Officer 06/29/16 21:35 Traffic Stop 2016043043 Officer 06/29/16 23:21 Traffic Stop 2016043068 Officer 06/29/16 23:44 Traffic Stop 2016043071 Traffic Stop WCSOP16018013 Officer 06/30/16 00:39 Traffic Stop 2016043087 Officer 06/30/16 00:48 Traffic Stop 2016043089 Officer 06/30/16 02:08 Traffic Stop 2016043103 Traffic Stop WCSOP16018023 Officer 06/30/16 02:44 Traffic Stop 2016043111 Officer 06/30/16 11:37 Traffic Stop 2016043175 Officer 06/30/16 20:35 Traffic Stop 2016043300 Officer 06/30/16 23:11 Traffic Stop 2016043340 Officer 06/30/16 23:30 Traffic Stop 2016043345 Officer 06/30/16 23:33 Traffic Stop 2016043348 Officer 06/30/16 23:46 Traffic Stop 2016043350 Officer Traffic Watch Total: 2 06/08/16 16:15 Traffic Watch 2016036851 Traffic Watch WCSOP16015541 Phone 06/30/16 12:22 Traffic Watch 2016043184 Traffic Watch WCSOP16018056 Phone Training Total: 1 ZUERCHER Page 29 of 30 Incident Start Date /Time Initial Call CFS # Final Incident Case Number How Reported 06/16/16 07:16 Training 2016039020 Trespass Total: 4 06/01/16 19:05 Trespass 2016034887 Juvenile - Complaint WCSOP16014771 911 06/14/16 07:49 Trespass 2016038432 Trespass WCSOP16016163 Phone 06/16/1610:50 Trespass 2016039073 Trespass WCSOP16016400 Phone 06/28/1615:03 Trespass 2016042606 Trespass WCSOP16017824 Phone Unwanted Person Total: 9 2016041056 Officer 06/25/16 00:20 Warrant - Attempt 06/04/16 08:01 Unwanted Person 2016035610 Unwanted Person WCSOP16015065 Phone 06/10/16 05:45 Unwanted Person 2016037265 Unwanted Person WCSOP16015708 911 06/11/16 13:37 Unwanted Person 2016037699 Unwanted Person WCSOP16015863 Phone 06/11/16 17:13 Unwanted Person 2016037756 Unwanted Person WCSOP16015887 Phone 06/13/16 09:43 Unwanted Person 2016038184 Unwanted Person WCSOP16016069 Phone 06/15/16 07:34 Unwanted Person 2016038695 Unwanted Person WCSOP16016261 Phone 06/21/16 19:35 Unwanted Person 2016040601 Unwanted Person WCSOP16017034 Phone 06/25/16 19:18 Unwanted Person 2016041833 Unwanted Person WCSOP16017509 Phone 06/28/16 21:45 Unwanted Person 2016042717 Unwanted Person WCSOP16017868 Phone Vehicle Off Road Total: 2 06/18/16 17:09 Vehicle Off Road 2016039733 Vehicle Off Road WCSOP16016683 Phone 06/28/16 10:26 Vehicle Off Road 2016042541 Vehicle Off Road WCSOP16017795 911 Walk Away Total: 1 06/30/16 16:43 Walk Away 2016043237 Walk Away WCSOP16018083 Phone Warrant - Arrest Total: 3 06/15/16 13:22 Warrant - Arrest 2016038774 Warrant - Arrest WCSOP16016295 Officer 06/21/16 07:26 Warrant - Arrest 2016040418 Warrant - Arrest WCSOP16016960 Officer 06/27/16 20:27 Warrant - Arrest 2016042412 Warrant - Arrest WCSOSIU16017736 Phone Warrant -Attempt Total: 10 06/01/16 17:55 Warrant - Attempt 2016034870 Officer 06/04/16 15:43 Warrant - Attempt 2016035707 Officer 06/10/16 20:24 Warrant - Attempt 2016037483 Officer 06/10/16 21:42 Warrant - Attempt 2016037529 Officer 06/12/16 09:43 Warrant - Attempt 2016037964 Officer 06/22/16 08:26 Warrant - Attempt 2016040729 Officer 06/23/16 10:39 Warrant - Attempt 2016041056 Officer 06/25/16 00:20 Warrant - Attempt 2016041589 06/28/16 22:31 Warrant - Attempt 2016042728 911 06/30/16 17:34 Warrant - Attempt 2016043258 Officer Total Records: 1194 ZUERCHER Page 30 of 30 June Shuttle Ridership 1 -Jun 43 11 -Jun Saturday 21 -Jun 35 2 -Jun 45 12 -Jun Sunday 22 -Jun 36 3 -Jun 30 13 -Jun 62 23 -Jun 43 4 -Jun Saturday 14 -Jun 36 24 -Jun 20 5 -Jun Sunday 15 -Jun 36 25 -Jun Saturday 6 -Jun 20 16 -Jun 36 26 -Jun Sunday 7 -Jun 47 17 -Jun 30 27 -Jun 57 8 -Jun 43 18 -Jun Saturday 28 -Jun 32 9 -Jun 36 19 -Jun Sunday 29 -Jun 40 10 -Jun 27 20 -Jun 30 30 -Jun 55 Monthly Riders: 839.00 RIDERS Monthy Average: 38.14 riders per day Demographics: To or from work 0.00% To or from school 0.00% Wheelchair bound 0.00% Senior Citizen 0.00% Riders at: PWE 1 0.12% Mississippi Shores 7 0.83% Pumpkin Patch 0 0.00% River Park Apts. 6 0.72% MMS 8 0.95% St Benedicts 11 1.31% Eastview 1 0.12% Ridgemont Apts. 10 1.19% 7th St Aparts. 66 7.87% Cardnial Hills 3 0.36% Kjelbergs 21 2.50% Swan River 5 0.60% Cedar Crest 31 3.69% Other 623 79.38% Broadway Sq. Apts. 3 0.36% Notes: Projected Numbers 2 -Jun Last Day of School Encompass engineering consultants forensic analysis July 8, 2016 Mike Forys League of Minnesota Cities mforys @lmc.org Re: Prairie Conference Center 118 W 6t" Street Monticello, MN Encompass Project Number: 16 -6301 Dear Mr. Forys, At your request, an investigation of reported moisture intrusion at the Prairie Conference Center, located at 118 W 6t" Street in Monticello, MN has been completed by Encompass. The investigation included a site visit by Jim Manfred and Emily Stevens, P.E., of Encompass, on June 13, 2016. 1.0 Introduction 1.1 Reportedly, signs of moisture intrusion into the rear exterior wall were identified during cable installation, through an access panel in the exterior wall cavity. 2.0 Observations 2.1 General /Exterior: 2.1.1 The building is a two - story, wood - framed structure with a CMU block foundation wall. 2.1.2 The building is located on a sloping grade, with a portion of the rear elevation below grade. Grade generally slopes toward the rear elevation from the adjacent building. Sprinkler heads were observed in the lawn adjacent to the neighboring building. 14850 Martin Drive Eden Prairie, Minnesota 55344 Phone 952- 854 -4511 fax 952- 854 -3126 16 -6301 Prairie Conference Center Page 2 2.1.3 The foundation wall below grade was covered with a layer of rigid insulation, but waterproofing was not observed on the wall. Landscaping rock with plastic edging was observed adjacent to the foundation wall. 2.1.4 The exterior cladding consists of stucco at the base and top of the building, with a strip of fiber - cement siding across the center of the building. Building paper was observed behind the fiber - cement siding. Stucco accent bands are present at the intersection between stucco and fiber - cement siding. The top surfaces of the accent bands are sloped, and flashing is present between the fiber - cement siding and stucco below. 2.1.5 Upper level window perimeters were not sealed. However, the building has large roof overhangs that provide protection for the upper level windows. 2.2 Interior: 2.2.1 Encompass observed the interior side of the rear exterior wall at the first floor, and at the second floor conference room above the location of the access panel. Moisture probing of interior sheetrock was done at several locations on the first floor. High moisture readings in the sheetrock were found in the two adjacent rooms on the first floor to the right of the stairs. The high moisture readings in the sheetrock were in the bottom half of the wall, which generally corresponds to the portion of the wall that is below grade. 2.2.2 The ceiling panels were removed and the ceiling /floor structure was observed above the access panel. No signs of moisture intrusion were observed. 2.2.3 An invasive opening was made in the sheetrock from the access panel to the base of the wall. The wall construction at the base of the wall (below grade) consists of interior sheetrock glued directly to the CMU foundation wall. The interior face of the sheetrock appears to have a wallpaper coating that was painted over. A poly vapor barrier is present at the backside of the sheetrock above grade, and extends approximately 8" down onto the foundation wall. The backside of the poly was wet, and the backside of the sheetrock was wet and stained below the end of the poly vapor barrier. 2.2.4 Moisture readings in the exterior sheathing and wall framing at the opening were high at the base of the wall within 6" of the CMU block, but were not high above the access panel. 2.2.5 A portion of the exterior sheathing was removed to view the detail behind the stucco at the base of the wall. The CMU foundation wall block is wider 16 -6301 Prairie Conference Center Page 3 than the wall framing, and a wood cant covered in ice and water membrane caps the CMU at the exterior. The wood cant had higher moisture reading adjacent to the CMU. 2.3 Water Testing 2.3.1 Water was applied to the foundation wall below the location of the access panel. No leakage to the interior was observed. 2.3.2 Water was applied to the joint in the metal flashing at the base of the stucco. No leakage to the interior was observed. 2.3.3 Water was applied to the stucco wall, accent band, and flashing between the fiber - cement siding and stucco accent band. No leakage to the interior was observed. 2.3.4 Water applied to the exterior did not appear to drain away from the building effectively. Some ponding in the landscaping rock adjacent to the building was observed where the landscaping rock was secured by plastic edging which held water. 3.0 Analysis /Conclusions 3.1 High moisture readings were only present below grade and within 6" above the top of the foundation wall. The location of the high moisture readings, and lack of leakage during the water testing indicate that the high moisture is due to ground moisture wicking through the foundation wall and into adjacent wood framing, sheathing, and sheetrock. 3.2 The wallpaper surface on the interior sheetrock and lack of poly vapor barrier at the lower portion of the wall likely inhibits drying to the interior, causing higher moisture to be present in the sheetrock in those areas. 4.0 Recommendations 4.1 Ground moisture wicking into the foundation wall can be reduced by improving the grading and reducing the amount of moisture in the soil adjacent to the building. 4.1.1 Grading at the exterior of the rear elevation should be modified to provide good drainage of water away from the foundation wall. Grade should be below the top of the foundation wall, and slope away from the building a minimum of 6" in the first 10 feet. If that is not possible due to property lines, then a swale should be provided to drain the water away from the rear elevation. Landscaping edging should be removed or perforated to prevent trapping water adjacent to the foundation wall. 4.1.2 Lawn watering near the rear elevation should be minimized if possible. 16 -6301 Prairie Conference Center Page 4 4.2 If moisture issues persist, installation of new waterproofing at the exterior of the rear elevation foundation wall may be needed. This report is prepared based on observations and review of the material available as of this date. Our opinions may be revised based on the availability of additional data and other expert reports. The conclusions contained herein represent our professional opinions. These opinions were arrived in accordance with accepted engineering and building inspection practices at this time and location. No other warranty is implied or intended. Should you have any questions, please call. Sincerely, Emily Stevens, P.E. Project Engineer 16 -6301 Prairie Conference Center Page 5 Photo #1: Partial Rear Elevation 16 -6301 Prairie Conference Center Page 6 Photo #2: Partial Rear Elevation 16 -6301 Prairie Conference Center Page 7 Photo #3: Water Ponding 16 -6301 Prairie Conference Center Page 8 Photo #4: Interior Opening