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City Council Agenda Packet 11-12-2019AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Tuesday, November 12, 2019 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING 3:45 p.m. Tour 5 p.m. Academy Room 3:45 p.m. Tour of Bertram Chain of Lakes (BCOL) Athletic Complex (Leave from City Hall) 5:00 p.m. BCOL Athletic Complex Project Discussion (Park and Recreation Commission in Attendance) Mayor: Brian Stumpf Council Members: Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart 1. General Business A. Call to Order & Pledge of Allegiance B. Proclamation for Kindness Appreciation Week C. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. D. Approval of Meeting Minutes • Joint Planning Commission City Council Meeting Minutes from September 6, 2019 • Joint Planning Commission City Council Meeting Minutes from October 21, 2019 • Special Meeting Minutes from October 28, 2019 • Regular Meeting Minutes from October 28, 2019 E. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, with the exception of referral to staff for future report. F. Public Service Announcements/Updates • Winter Parking G. Council Liaison Updates • BCOL • IEDC 0 PC H. Department Updates • City Administrator Update 2. Consent Agenda — All items listed on the Consent Agenda are considered standard or may not need discussion prior to approval. These items are acted upon by one motion unless a councilmember, the city administrator, or a citizen requests the item by removed from consent for additional discussion. A. Consideration of approving payment of bills B. Consideration of approving new hires and departures for City departments C. Consideration of approving the sale/disposal of surplus city property D. Consideration of approving an application for a temporary charitable gambling permit for a raffle to be conducted by the Monticello Chamber of Commerce for their Annual Banquet on December 6, 2019 E. Consideration of adopting Ordinance 730 granting a 15 -year franchise agreement to Spectrum Mid-America, LLC L/K/A Charter Communications to construct, operate, and maintain a cable system and provide cable service in the City of Monticello, Minnesota and adopting Summary Ordinance 730A for publication F. Consideration of approving a revised Joint Powers Agreement for the Central Mississippi River Regional Planning Partnership G. Consideration of approving amendment to Riverside Cemetery Rules and Regulations H. Consideration of adopting Ordinance 731 amending City Code Section 32 - Parks and Recreation Commission to change name to Parks, Arts, and Recreation Commission I. Consideration of adopting Resolution 2019-81 accepting the Feasibility Report and setting a public hearing for December 9, 2019 for the 2020 Street Improvements Project, City Project No. 200001 J. Consideration of accepting a proposal and awarding a contract to Majestic Log Homes and Products for refurbishing the log shelter in Ellison Park at a cost of $55,050 K. Consideration of authorizing a HR Green to provide engineering services at a not to exceed price of $11,500 for the Vactor Sewer Dump Station and High Strength Waste Feasibility Study 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING — Consideration of adopting Resolution 2019-63 supporting a Minnesota Investment Fund (MIF) grant application for UMC Inc. to Department of Employment and Economic Development (DEED) (Public hearing held over from October 28, 2019) B. PUBLIC HEARING – Consideration of adopting Resolution 2019-70 establishing Economic Development TIF District #1-41 for UMC, Inc.'s 40,000 square foot expansion project (Public hearing held over from October 28, 2019) 4. Regular Agenda A. Consideration of a request for amendment to the Rivertown Suites Planned Unit Development for site and building amendments. Applicant: Rivertown Residential Suites, LLC B. Consideration of adopting new compensation program (Keystone Job Leveling System) and establishing order of implementation (moving employees to nearest step on the new pay system and then applying percentage increase, as provided in the budget resolution, to the system effective the first pay period beginning in January 2020 5. Adjournment CITY OF i I Mont 1 I I I I I 1 I I 1 I PROCLAMATION WHEREAS, Monticello School District has established Kindness Appreciation Week to be held from November 11 to 15 in the year 2019; and WHEREAS, the City of Monticello and Monticello School District, along with other community entities including CentraCare Monticello, believe in working jointly to create an ideal community to work, live, go to school, and raise a family; and WHEREAS, kindness is an attribute that grows within all people; and WHEREAS, nurturing kindness within ourselves and modeling kindness to others provides an opportunity to guide and inspire an entire community; and WHEREAS, the involved parties believe passionately that happiness of the keys to a healthy community; and WHEREAS, the involved parties believe it is important i to emphasize I is one i i I and promote intentional kindness to increase happiness and to create an inclusive, respectful community, where all feel welcome; NOW, THEREFORE BE IT RESOLVED, that I, Brian Stumpf, serving as mayor of Monticello, Minnesota, do hereby proclaim November 11-15, 2019 as Kindness Appreciation Week where kindness will be emphasized and recognized across the Monticello community. i I I I 1 � Brian Stumpf, Mayor I I Date: i I i I I I L-------------------------------------------------------------------------------------------------------------------------------------------------- i AGENDA CITY COUNCIL SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, November 12, 2019 — 3:45 p.m. Academy Room, MCC AGENDA 1. Call to Order 2. 3:45 p.m. Depart City Hall — Tour of Bertram Chain of Lakes Athletic Complex 3. 5:00 p.m. Bertram Chain of Lakes Athletic Complex Project Discussion (Academy Room) Park and Recreation Members will be Attendance 4. Adjournment JOINT MEETING — MONTICELLO PLANNING COMMISSION/CITY COUNCIL Monday, September 6, 2019 — 7:00 a.m. Mississippi Room, Monticello Community Center Present: Mayor Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler Absent: Lloyd Hilgart Others: Planning Commission members Sam Murdoff Staff: Angela Schumann, Ron Hackenmueller, Jacob Thunander, and Steve Grittman, NAC 1. Monticello 2040 Community Vision and Comprehensive Plan Discussion The Planning Commission and City Council held a joint meeting to discuss the Monticello Vision + Plan with the selected consultants the Lakota Group and WSB. During the meeting, staff and members of the boards introduced themselves. The consultants discussed the process of the plan and indicated that heavy community engagement would be needed. The project goals and timeline schedule were proposed. The consultants indicated that the next meeting would occur in October with the boards. 2. Adiournment: By consensus, the meeting was adjourned at 8:42 a.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator Joint PC/CC Meeting September 6, 2019 Page 1 1 1 MINUTES SPECIAL/JOINT MEETING - MONTICELLO PLANNING COMMISSION AND CITY COUNCIL Monday, October 21, 2019 - 5:00 p.m. Mississippi Room, Monticello Community Center Commissioners Present: Commissioners Absent: City Council Present: City Council Absent: Staff Present: 1. Call to Order Sam Murdoff, John Alstad, Marc Simpson, Alison Zimpfer, Paul Konsor None Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart None Angela Schumann, Steve Grittman (NAC), Ron Hackenmueller Brian Stumpf called the special joint meeting of the Monticello Planning Commission and City Council to order at 5 p.m. 2. Roll Call 3. School to Chelsea Small Area Study Steve Grittman introduced the topic. He noted that a concept design was created in response to recent developer request for a portion of the site. The site is a 100 acre site bounded by School Boulevard, Chelsea Road, Edmonson Avenue, and Cedar Street. There are seven adjoining properties to the site. Grittman provided background for the R-4 district and the criteria for allowing multi- family in an area. He noted that it was created in response to the IRET project. Grittman reminded the boards of the recent Buchholz Group concept stage PUD proposal. NAC developed a concept sketch plan to the boards for preliminary feedback and review. Grittman explained several principles and objectives behind the development of the concept sketch. Grittman also highlighted a master plan for the area. It included housing (high density — affordable, market rate), townhouse development, and senior living and care. It also demonstrated a concept pond design, open space and trails, and a public plaza space. Grittman explained that most development proposals would likely need a PUD to proceed, but not always as there is direct access to public streets. It was noted that public comment from adjoining properties was received. Aldi's and Custom Sheet Metal were not present during these meetings. The boards discussed in further detail the concept. Questions included parking location for commercial development (interior or exterior to lot). Grittman explained that development proposals would likely differ from the concept site in some form. Planning Commission Minutes (Joint Meeting) — October 21 st, 2019 Page 1 12 Discussion around the following were discussed: public parking, stormwater management and retaining ponds, traffic lights and roundabouts, and road upgrades. Discussion continued regarding the development of Big Box retailers. Grittman noted that the site could accommodate a Big Box retailer, but that other areas may need to be identified in the City. Lastly, Grittman explained next steps. Brian Stumpf asked if anyone from the public would like to speak. There were no comments heard. Staff welcomed edits and suggestions to the concept design. 4. Adiournment Brian Stumpf adjourned the meeting at 6:07 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator Planning Commission Minutes (Joint Meeting) — October 21 st, 2019 Page 2 12 MINUTES SPECIAL MEETING — MONTICELLO CITY COUNCIL Monday, October 28, 2019 — 5 p.m. Academy Room City Hall - Monticello Community Center Present: Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler, Lloyd Hilgart Absent: None Others: City staff. Jeff O'Neill, Wayne Oberg, Tracy Ergen, Rachel Leonard, Jim Thares, Ryan Melhouse, Tom Pawelk, Tom Moores, Matt Leonard, Ron Hackenmueller, Angela Schumann, Mat Stang, and Jennifer Schreiber Others present: Andrew Cooper, Oertell Architects, Ltd. 1. Call to Order Mayor Brian Stumpf called the special meeting to order at 5 p.m. 2. 5 p.m. Public Works Building and Site Discussion Matt Leonard, City Engineer/Public Works Director, presented the item and introduced Andrew Cooper, Oertell Architects, who completed the feasibility study. Mr. Cooper gave a presentation which included the purpose of the study, the project scope and estimate, site preference, space analysis and needs, building concept, site selection and concept, and cost development. Mr. Cooper and Mr. Leonard discussed the building plan concepts with Public Works functions in mind. It was noted that the building concept is almost identical in size to Fridley, which is one of the locations the committee visited. The concept was presented for two sites: School Boulevard and Dalton Avenue (Otter Creek) locations. The preferred site of staff and Public Works Building Committee is the Dalton Avenue location. The cost of School Boulevard is approximately $20.6M and Dalton Avenue is approximately $21.3M. These costs do not include land. Both sites are approximately 10.5 acres, but Dalton Avenue is nicer for expansion purposes. There was significant discussion among Council. There was discussion on screening, retaining wall at Otter Creek, in addition to two drainage swells. Mayor Stumpf expressed concern about cost and questioned what the current Public Works site was worth. Staff will review this. Mayor Stumpf commented that the project, whenever completed, should be done all at once and not phased. Councilmember Hilgart concurred. All Councilmembers agree that the building is needed. Councilmember Fair is in support of moving forward with the project now. The concern on cost and how it would be paid for was expressed by most councilmembers. Councilmember Hilgart and Davidson both commented that they would not support a huge increase in the levy. Mayor Stumpf concurred and added that there are many needs in the city — a new DMV, BCOL, etc. There was agreement that this should be reviewed by the Finance Committee, along with all of the city's project, to develop a plan for implantation which includes funding sources. Councilmember Gabler expressed frustration that she was not provided any information ahead of time and has little knowledge of the project. City Council Special Meeting Minutes — October 28, 2019 There was no consensus on the item. The project will be reviewed by the Finance Committee along with other projects. 3. Adjournment By consensus the meeting was adjourned at 6:29 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Special Meeting Minutes — October 28, 2019 REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, October 28, 2019 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Mayor Brian Stumpf, Jim Davidson, Bill Fair, Charlotte Gabler and Lloyd Hilgart Absent: None 1. General Business A. Call to Order & Pledge of Allcuiance Mayor Stumpf called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved approval of the agenda. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Approval of Minutes Special Meeting Minutes from October 14. 2019 Councilmember Fair moved approval of the special meeting minutes of October 14, 2019. Councilmember Gabler seconded the motion. Motion carried unanimously. Regular Meetinc Minutes from October 14. 2019 Councilmember Gabler moved approval of the regular meeting minutes of October 14, 2019. Councilmember Davidson seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Annoupcements Rachel Leonard, Communications & Special Projects Coordinator, noted the following announcements: • Veterans Day Hours — City Hall & Public Works will be closed on Veterans Day. The City Council meeting will be held on Tuesday, November 12. Hi -Way Liquors, the DMV, and the Monticello Community Center will be open their standard hours. • Future Forward Community Speak Out — November 2 at City Hall from 10 a.m. — 12 p.m. • Leaf Pick-up on Saturday, November 2. • MCC Pool Update — the new waterslide was installed. The pool is opening Friday, November 1. • MCC Mural — there was a dedication on October 25 for the new mural. F. Council Liaison Updates • CMRP — update provided by Jeff O'Neill. The committee selected a planner to assist with the regional plan effort and also approved a Joint City Council Minutes — October 28, 2019 Page 1 1 4 Powers Agreement. Each jurisdiction will need to approve the JPA to make it valid. G. Department Updates • City Administrator Update — Jeff O'Neill provided an update on: 1. Kindness Appreciation Week November 11-15, 2019. 2. Mr. O'Neill and Councilmember Gabler visited the 71h grade classes at Monticello Middle School. The classes discussed topics related to local government and local matters. 3. The Public Utilities Commission held a hearing on Xcel's Integrated Resource Plan. Monticello is going to provide input in writing to the commission. 4. Currently the city is working on many development projects. Mr. O'Neill commented on how staff is working diligently to make sure applications are complete and that there is adequate data. This sometimes means a delay in response. • Construction Update — Matt Leonard, City Engineer/Public Works Director, provided a construction update. 1. Bertram Chain of Lakes Complex — majority of the work is complete. 2. Walnut Street project — punch list items are being completed. 3. Oakwood sidewalk — the area needs to be sodded. 4. River Walk trail project — bridge footings are being poured this week. • Matt Leonard provided an update on the Public Works clean-up of various properties — Edmonson site, bio -solids site, and PW building. Many items are being moved to surplus items and put on post -a -bid. • Wright County Sheriff Office Quarterly Update — Lieutenant Eric Kunkel presented the quarterly update which was included in the agenda packet. • FiberNet/Arvig Quarterly Update — Mark Birkholz, Arvig, provided the FiberNet quarterly update which was included in the packet. 2. Consent Agenda: Councilmember Gabler moved approval of the Consent Agenda. Councilmember Fair seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Recommendation: Approved the bill and purchase card registers for a total amount of $1,144,506.98. B. Consideration of approving new hires/departures. Recommendation: Approved the hires for the MCC and terminations for MCC, Streets, and Parks. C. Consideration of approving the sale/disposal of surplus city property. Recommendation: No report this cycle. D. Consideration of adopting Resolution 2019-78 accepting donation of $6,690 from the Central Minnesota Arts Board to fund downtown art projects. City Council Minutes — October 28, 2019 Page 2 1 4 Recommendation: Mayor Stumpf recognized the donor. Resolution accepting the donation was approved. E. Consideration of approving Omnibus Amendment No. 2 to Community Solar Garden Subscription agreement. Recommendation: Approved Omnibus Amendment No. 2 to Community Solar Garden Subscription agreement. F. Consideration of approving the annual Snowplowing and Ice Removal Policy for the 2019-2020 snow season. Recommendation: Approved the annual Snowplowing and Ice Removal Policy for the 2019-2020 snow season. 3. Public Hearings: A. Public Hearing — Consideration of adopting Resolution 2019-63 supporting a Minnesota Investment Fund (MIF) Grant application for UMC Inc. to Department of Emplovment and Economic Development (DEED) Jim Thares, Economic Development Manager, noted that the public hearing was held over from the September 23, 2019. There was no further testimony. Councilmember Fair moved to continue the public hearing over to the November 12, 2019 meeting. Councilmember Gabler seconded the motion. Motion carried unanimously. B. Public Hearing — Consideration of adopting Resolution 2019-70 establishing Economic Development TIF District #1-41 from UMC, Inc.'s 40,000 square foot expansion proiect Jim Thares noted that the public hearing was held over from the September 23, 2019 meeting. There was no further testimony. Councilmember Gabler moved to continue the public hearing over to the November 12, 2019 meeting. Councilmember Davidson seconded the motion. Motion carried unanimously. C. Public Hearinc — Consideration of adopting Resolution 2019-79 approving an assessment roll for delinquent miscellaneous accounts to be certified to the Countv Auditor for 2020 pavable tax vear. Wayne Oberg, Finance Director, presented the assessment roll for delinquent miscellaneous account. There was one delinquent account for an amount of $154.50. Mayor Stumpf opened the public hearing. No one testified. The public hearing was closed. Councilmember Gabler moved adoption of Resolution 2019-79 approving the assessment roll. Councilmember Fair seconded the motion. Motion carried unanimously. D. Public Hearing — Consideration of adopting Resolution 2019-80 approving an assessment for delinquent utilitv accounts to be certified to the Countv Auditor for 2020 pavable tax vear. Wayne Ober presented the assessment roll for delinquent utility accounts. He noted that those accounts that are more than 60 days delinquent are included on City Council Minutes — October 28, 2019 Page 3 1 4 the list and the total of accounts is $190,539.96, approximately $71,000 less than last year. The amounts shown on the delinquent utilities list do not include the additional $75 administrative fee. Mayor Stumpf opened the public hearing. No one testified. The public hearing was closed. Councilmember Gabler moved adoption of Resolution 2019-80 approving the assessment roll. Councilmember Davidson seconded the motion. Motion carried unanimously. E. Public Hearins — Consideration of adoptins Resolution 2019-81 approving an assessment roll for the 2019 Pedestrian Improvement Project. Citv Project No. 18C001 for 2020 pavable tax vear. Matt Leonard presented the 2018 Pedestrian Improvement project assessment roll. The project is expected to be complete by November 1, 2019. Mr. Leonard noted that a public hearing was held on the project on June 11, 2018 at which time a preliminary assessment roll was presented. The final assessment costs have increased approximately 180% to 263% since the preliminary estimate. The project costs were significantly more than what was anticipated. The total project cost is $649,580.20 with $75,919.20 being assessed. The assessment was proposed for a 10 -year term at 7% interest rate. Mayor Stumpf opened the public hearing. No one testified. The public hearing was closed. Mayor Stumpf commented that his wife works at Hoglund Bus Company which is not being assessed. Mr. Leonard concurred that the property was not assessed as it did not receive a benefit. The sidewalk ended at the first driveway and didn't extend across the full parcel. This was decided at the initial meeting in 2018. Councilmember Gabler moved adopting of Resolution 2019-81 approving the assessment roll. Councilmember Davidson seconded the motion. Motion carried unanimously. 6. Adiournment: By consensus, the meeting was adjourned at 7:52 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes — October 28, 2019 Page 4 1 4 City Council Agenda: 11/12/2019 2A. Consideration of avvrovin2 pavment of bills (WO) A. REFERENCE AND BACKGROUND: City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. Al. Budget Impact: None A2. Staff Workload Impact: No additional work required. B. ALTERNATIVE ACTIONS: 1. Motion to approve the bill and purchase card registers for a total amount of $689,568.45. 2. Motion to approve the registers with changes directed by Council. C. STAFF RECOMMENDATION: City staff recommends Alternative #1 or #2, per direction of Council. D. SUPPORTING DATA: • Bill registers and Purchase Card registers Accounts Payable IT1�' OF Computer Check Proof List by Vendor iff( Moiiiiffo � User: Debbie.Davidson Printed: 11/01/2019 - 10:39AM Batch: 00215.10.2019 - 215.10.2019 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 ACH Enabled: True 10/31/2019 5863599-6 - Animal Shelter 20.45 10/31/2019 101-42700-438100 10/31/2019 8235331-9 - Prairie Center 16.11 10/31/2019 101-41941-438100 10/31/2019 5828859-8 - Storage Garage 15.00 10/31/2019 101-41940-438100 10/31/2019 5864452-7 - Library 21.00 10/31/2019 101-45501-438100 10/31/2019 5837384-6 - Publc Works 58.55 10/31/2019 101-43127-438100 10/31/2019 6401745330-5 - 349 W Broadway 16.11 10/31/2019 101-45204-438100 10/31/2019 5788570-9 - Hi Way Liquor 22.54 10/31/2019 609-49754-438100 10/31/2019 5804618-6 - Parks (Fallon) 15.00 10/31/2019 101-45201-438100 10/31/2019 8235333-5 - P.C. (U Fab) 16.11 10/31/2019 101-41941-438100 10/31/2019 5843395-4 - DMV 15.00 10/31/2019 217-41990-438100 10/31/2019 5768542-2 - MCC 2,450.92 10/31/2019 226-45126-438100 10/31/2019 5768542-2 - City Hall 105.99 10/31/2019 101-41940-438100 10/31/2019 5820786-1 - Public Works 21.00 10/31/2019 101-43127-438100 10/31/2019 5799425-3 - Public Works 57.16 10/31/2019 101-43127-438100 10/31/2019 5821009-5 - Fire Station 29.64 10/31/2019 101-42200-438100 10/31/2019 5768542-2 - National Guard 52.99 10/31/2019 101-42800-438100 10/31/2019 5768542-2 - Senior Center 39.74 10/31/2019 101-45175-438100 10/31/2019 8000015233-2 - WWTP 1,124.53 10/31/2019 602-49480-438100 10/31/2019 5806932-9 - Parks 15.00 10/31/2019 101-45201-438100 10/31/2019 5799427-9 - Public Works 15.00 10/31/2019 101-43127-438100 Check Total: 4,127.84 Vendor: 5188 HEALTHY CONTRIBUTIONS Check Sequence: 2 ACH Enabled: True 10/31/2019 AARP Supplement/At Your Best - Sept 2019 49.50 10/31/2019 226-45122-430900 10/31/2019 AARP Supplement/At Your Best - Renewal 32.00 10/31/2019 226-45122-430900 Check Total: 81.50 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 3 ACH Enabled: True Oct. 2019 MCC MCC CC chargeback 41.00 10/31/2019 226-45122-443980 AP-Computer Check Proof List by Vendor (11/01/2019 - 10:39 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 41.00 Vendor: 1585 XCEL ENERGY Check Sequence: 4 ACH Enabled: True 10/31/2019 51-9391437-3 - Prairie Center 479.83 10/31/2019 101-41941-438100 10/31/2019 51-6505909-4 - DMV/Food Shelf 260.26 10/31/2019 217-41990-438100 10/31/2019 51-6505915-2 - Parks 601.30 10/31/2019 101-45201-438100 10/31/2019 51-6505911-8 -MCC 8,765.36 10/31/2019 226-45126-438100 10/31/2019 51-6505912-9 - Animal Shelter 162.97 10/31/2019 101-42700-438100 10/31/2019 51-4271112-2 - Library 1,064.08 10/31/2019 101-45501-438100 10/31/2019 51-6505907-2 - Park Lots- auto 70.89 10/31/2019 101-43160-438100 10/31/2019 51-6505907-2 - Parking Lots 68.93 10/31/2019 101-43160-438100 10/31/2019 51-6505905-0 - Water 9,290.48 10/31/2019 601-49440-438100 10/31/2019 51-6505915-2 - Ice Rink 33% 92.05 10/31/2019 601-49440-438100 10/31/2019 51-6505911-8 - City Hall 1,935.21 10/31/2019 101-41940-438100 10/31/2019 51-6505914-1 - Shop/Garage 7/4-8/4/2019 1,291.28 10/31/2019 101-43127-438100 10/31/2019 51-6505913-0 - Fire Station 532.54 10/31/2019 101-42200-438100 10/31/2019 51-7780310-4 - Bldg. Inspec. G 32.78 10/31/2019 101-41940-438100 10/31/2019 51-0623082-8 - MontiArts 29.43 10/31/2019 101-45204-438100 10/31/2019 51-6505915-2 - NSP- Softball 307.26 10/31/2019 101-45203-438100 10/31/2019 51-6505910-7 - Liquor Store 1,938.62 10/31/2019 609-49754-438100 10/31/2019 51-6505906-1 - Sewer 7/3-8/3 1,148.26 10/31/2019 602-49490-438100 10/31/2019 51-0395766-0 - Ramsey Pumphouse 3,744.92 10/31/2019 601-49440-438100 10/31/2019 51-6505911-8 - Senior Center 455.34 10/31/2019 101-45175-438100 10/31/2019 51-6572904-0 - WWTP 8/4-9/3/2019 13,460.93 10/31/2019 602-49480-438100 10/31/2019 51-6505915-2 - NSP- consc/sec. 82.53 10/31/2019 101-45203-438100 10/31/2019 51-6505916-3 - Street Lights 12,082.08 10/31/2019 101-43160-438100 10/31/2019 51-0371645-4 - SwanCam 18.84 10/31/2019 101-45201-438100 10/31/2019 51-6505911-8 - National Guard 227.68 10/31/2019 101-42800-438100 10/31/2019 51-6505913-0 - New Fire 8/21-9 Final- to be cor 65.36 10/31/2019 101-42200-438100 Check Total: 58,209.21 Total for Check Run: 62,459.55 Total of Number of Checks: 4 The preceding list of bills payable was reviewed and approve for payment. Date: 11/12/19 Approved by Mayor Brian Stumpf AP -Computer Check Proof List by Vendor (11/01/2019 - 10:39 AM) Page 2 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 11/06/2019 - 12:23PM Batch: 00202.11.2019 - 202.11.2019 AP Invoice No Description Vendor: 4928 AMERICAN LEGAL PUBLISHING CORP 0130144 Folio Final Edit Corrections for City Code 100330000 Check Total: Vendor: 1039 AQUA LOGIC INC 49437 2" Flowmeter, Top Mount 49442 120W Lamp (2), Kit OTZ Sleeve (2), Power Sup 100384500 Check Total: Vendor: 3491 ARTISAN BEER COMPANY 3380128 resale - beer 3381148 resale - beer 3382812 resale - beer Check Total: Vendor: 5361 AVALANCHE WATERSLIDES INC 569 New Waterslide (10% of Balance) Amount Payment Date Acct Number Check Sequence: 1 76.25 11/13/2019 101-41610-430400 76.25 Moiiii6effo Y Reference ACH Enabled: False Check Total: Vendor: 1065 BELLBOY CORPORATION 100330000 freight 100330000 asst. bags 100384500 freight 100384500 resale - condiments 100384500 asst. bags 81181100 resale - liquor 81181100 resale - wine 81181100 freight 81343900 resale - liquor 81343900 resale - wine Amount Payment Date Acct Number Check Sequence: 1 76.25 11/13/2019 101-41610-430400 76.25 Moiiii6effo Y Reference ACH Enabled: False AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 1 Check Sequence: 2 ACH Enabled: True 120.30 11/13/2019 226-45126-422990 885.58 11/13/2019 226-45126-422990 1,005.88 Check Sequence: 3 ACH Enabled: False 86.00 11/13/2019 609-49750-425200 86.00 11/13/2019 609-49750-425200 281.45 11/13/2019 609-49750-425200 453.45 Check Sequence: 4 ACH Enabled: False 9,860.00 11/13/2019 226-45124-458010 9,860.00 Check Sequence: 5 ACH Enabled: True 1.29 11/13/2019 609-49750-433300 281.33 11/13/2019 609-49754-421990 0.81 11/13/2019 609-49750-433300 66.40 11/13/2019 609-49750-425500 110.22 11/13/2019 609-49754-421990 993.56 11/13/2019 609-49750-425100 176.00 11/13/2019 609-49750-425300 23.11 11/13/2019 609-49750-433300 777.98 11/13/2019 609-49750-425100 542.00 11/13/2019 609-49750-425300 AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 81343900 freight 26.55 11/13/2019 609-49750-433300 81368200 resale - liquor credit inv. # 81343900 -1.80 11/13/2019 609-49750-425100 Check Total: 2,997.45 Vendor: 1067 BERNICK'S Check Sequence: 6 ACH Enabled: False 134554 resale - soda pop 43.95 11/13/2019 609-49750-425400 134555 resale - beer n/a 60.05 11/13/2019 609-49750-425400 134555 resale - beer 3,413.90 11/13/2019 609-49750-425200 134662 resale - beer credit -708.75 11/13/2019 609-49750-425200 137157 resale - soda pop 124.40 11/13/2019 609-49750-425400 137158 resale - beer 1,847.75 11/13/2019 609-49750-425200 137159 resale - pop, water, juice, 191.55 11/13/2019 226-45125-425410 Check Total: 4,972.85 Vendor: 5025 BEVERAGE LINE SERVICE LLC Check Sequence: 7 ACH Enabled: False 2087 Cleaned Tap Beer Lines (2) 45.00 11/13/2019 226-45123-431990 Check Total: 45.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPII Check Sequence: 8 ACH Enabled: False 1081044794 resale - liquor 2,196.85 11/13/2019 609-49750-425100 1081044794 resale- wine 634.99 11/13/2019 609-49750-425300 1081044794 resale- mix 102.95 11/13/2019 609-49750-425400 1081044794 freight 59.28 11/13/2019 609-49750-433300 1081048055 resale - liquor 4,337.66 11/13/2019 609-49750-425100 1081048055 resale- wine 508.00 11/13/2019 609-49750-425300 1081048055 freight 48.13 11/13/2019 609-49750-433300 1081051835 resale - liquor 2,661.33 11/13/2019 609-49750-425100 1081051835 resale - wine 747.28 11/13/2019 609-49750-425300 1081051835 resale - mix 22.00 11/13/2019 609-49750-425400 1081051835 freight 41.13 11/13/2019 609-49750-433300 1081051836 resale -beer 255.20 11/13/2019 609-49750-425200 2080249531 resale - liquor credit -45.00 11/13/2019 609-49750-425100 2080252184 resale - liquor credit -96.00 11/13/2019 609-49750-425100 Check Total: 11,473.80 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 9 ACH Enabled: True 6772692 resale - beer 8,286.80 11/13/2019 609-49750-425200 6772692 resale - beer n/a 33.99 11/13/2019 609-49750-425400 AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 2 Invoice No Description Check Total: Vendor: 1095 CARLOS CREEK WINERY INC 18178 resale - wine Vendor: 2935 CUSTOMIZED FIRE RESCUE TRAINING IN( Check Total: Vendor: 1106 CENTRAL MCGOWAN INC 00063351 DAHLHEIMER BEVERAGE LLC Monthly Tank Rental 00314446 112-01567 Bulk Carbon Dioxide (610 lbs) 112-01568 resale - beer Check Total: Vendor: 4861 CORE & MAIN LP K446471 inv. resale - beer n/a saddle all SS, - credit inv. K466095 taken in errs resale - beer 112-01690 Check Total: Vendor: 5367 CRAIG'S SMALL ENGINE REPAIR 662455 11/13/2019 generator - repair carb.- spark plugs; filters; etc - 86.11 Check Total: Vendor: 1124 CREATIVE FORMS AND CONCEPTS INC 117424 11/13/2019 2019 Tax Forms 80.00 Check Total: Vendor: 2935 CUSTOMIZED FIRE RESCUE TRAINING IN( 1560 HMEP Training Grant- (16) Haz Mat Op. class Check Total: Vendor: 1129 DAHLHEIMER BEVERAGE LLC 112-01567 resale - beer 112-01567 resale - beer n/a 112-01568 resale - beer 112-01569 resale - beer 112-01639 resale - beer 112-01639 resale - beer n/a 112-01656 resale - beer 112-01690 resale - beer 112-01695 resale - beer 1134326 resale - beer credit Amount Payment Date Acct Number 8,320.79 Check Sequence: 10 705.00 11/13/2019 609-49750-425300 705.00 Check Sequence: 11 65.00 11/13/2019 226-45124-421600 163.20 11/13/2019 226-45124-421600 228.20 Check Sequence: 12 86.11 11/13/2019 601-49440-422990 86.11 Check Sequence: 13 80.00 11/13/2019 101-42200-440440 80.00 Check Sequence: 14 267.16 11/13/2019 101-41520-421990 267.16 Check Sequence: 15 6,400.00 11/13/2019 101-42200-433100 6,400.00 Check Sequence: 16 15,850.07 11/13/2019 609-49750-425200 165.00 11/13/2019 609-49750-425400 6,775.85 11/13/2019 609-49750-425200 63.00 11/13/2019 609-49750-425200 19,763.10 11/13/2019 609-49750-425200 138.00 11/13/2019 609-49750-425400 7,988.83 11/13/2019 609-49750-425200 1,490.80 11/13/2019 609-49750-425200 651.50 11/13/2019 609-49750-425200 -80.20 11/13/2019 609-49750-425200 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 1136036 resale - beer credit -182.94 11/13/2019 609-49750-425200 1136386 resale - beer 169.00 11/13/2019 609-49750-425200 1139162 resale - beer 232.00 11/13/2019 609-49750-425200 1139281 resale - beer credit -109.73 11/13/2019 609-49750-425400 1140628 resale - beer credit -42.40 11/13/2019 609-49750-425200 1141726 resale - beer 720.00 11/13/2019 609-49750-425200 1142345 resale - beer 65.80 11/13/2019 609-49750-425200 1142579 resale - beer 196.30 11/13/2019 609-49750-425200 Check Total: 53,853.98 Vendor: 1980 DEPARTMENT OF PUBLIC SAFETY Check Sequence: 17 ACH Enabled: False 2020 Buyers Crd 2020 Buyers Card ID #6618 Lic. Type MOOFSE 20.00 11/13/2019 609-49754-443990 Check Total: 20.00 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 18 ACH Enabled: True 961002947 resale - beer 217.40 11/13/2019 609-49750-425200 Check Total: 217.40 Vendor: 5340 DISGRUNTLED BREWING DISGRUNTLED Check Sequence: 19 ACH Enabled: False 225 resale - beer 128.00 11/13/2019 609-49750-425200 Check Total: 128.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 20 ACH Enabled: True 734501 Ordinance #729- Ad# 988383 193.83 11/13/2019 101-41910-435100 734502 201924 - Buchholz PH - Ad# 988850 110.76 11/13/2019 101-41910-435100 734503 201934 - Rivertown Suites- Ad# 989209 101.53 11/13/2019 101-41910-435100 736873 Ad # 985095 - Fall Wine Sale 10/31/19 179.40 11/13/2019 609-49754-434990 737970 Ad# 985095 Fall Wine Sale 11/1/19 361.19 11/13/2019 609-49754-434990 Check Total: 946.71 Vendor: 5370 EISELE & ASSOCIATES INC Check Sequence: 21 ACH Enabled: False 720 Training: Generations 10/30/19 1,400.00 11/13/2019 101-41800-431960 Check Total: 1,400.00 Vendor: 3632 EMERGENCY RESPONSE SOLUTIONS, LLC Check Sequence: 22 ACH Enabled: True 13973 labor - clean/lube 2nd stage regulator buttons 52.00 11/13/2019 101-42200-440440 13973 shipping- clean/lube 2nd stage regulator buttons 12.07 11/13/2019 101-42200-440440 AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 4 Invoice No Description Amount Payment Date Check Total: Vendor: 1170 FASTENAL COMPANY MNMON117103 (30) 32gt. brown sorbent Check Total: Vendor: 2561 FERGUSON WATERWORKS #2516 346082 11/13/2019 resale - (12) meters Check Total: Vendor: 1174 FINKEN WATER CENTERS 38416T1 (4) 40 lb. solar salt Check Sequence: 24 ACH Enabled: Check Total: Vendor: 4051 MICHELE FORSMAN 166 Storytime Classes (4) 166 Pumpkin Painting Class 166 Reimbursement for Class Supplies Check Sequence: 25 ACH Enabled: Check Total: Vendor: 5374 FOUR STAR AUTO 64834 Relief Assoc. - (4) backup cameras - Fire Check Total: Vendor: 1413 GOPHER STATE ONE CALL INC 9100598 ACH Enabled: 10/2109 (226) locates 140.00 11/13/2019 Check Total: Vendor: 1223 HAWKINS INC 4603463 101-00000-220150 Pool Chemicals 4603464 64.30 FAS DPD Titrating 4607362 Aluminum Sulfate Liquid - WWTP 279.30 Check Total: Vendor: 4801 HILDI INC 11054 Check Sequence: 27 Actuarial Valuation Under GASB 75 Amount Payment Date Acct Number Reference 64.07 Check Sequence: 23 ACH Enabled: False 169.62 11/13/2019 101-42200-421990 169.62 Check Sequence: 24 ACH Enabled: False 2,988.00 11/13/2019 601-49440-422710 2,988.00 Check Sequence: 25 ACH Enabled: False 34.00 11/13/2019 101-43127-421990 34.00 Check Sequence: 26 ACH Enabled: False 140.00 11/13/2019 101-00000-220150 75.00 11/13/2019 101-00000-220150 64.30 11/13/2019 101-00000-220150 279.30 Check Sequence: 27 ACH Enabled: False 2,100.00 11/13/2019 101-42200-440500 2,100.00 Check Sequence: 28 ACH Enabled: True 305.10 11/13/2019 601-49440-432770 305.10 Check Sequence: 29 ACH Enabled: True 1,150.15 11/13/2019 226-45124-421600 33.98 11/13/2019 226-45124-421600 6,409.40 11/13/2019 602-49480-421990 7,593.53 Check Sequence: 30 ACH Enabled: False 2,325.00 11/13/2019 101-41540-430100 AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 5 Invoice No Description Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Total: Vendor: 1232 HILLYARD INC MINNEAPOLIS 603636679 freight Nutra Rinse (4 Gallons) 700401316 1412409 Squeegee Blades (2) & Hose 1413357 resale -liquor Check Total: Vendor: 1239 HOGLUND BUS COMPANY INC 135424 resale - liquor 2000 Sterling Lt9500- State Inspection; air dryer resale - wine 1414162 Check Total: Vendor: 4218 HOHENSTEINS, INC 171057 11/13/2019 resale - beer 171057 11/13/2019 resale - beer n/a 1,042.50 Check Total: Vendor: 1242 HOLIDAY CREDIT OFFICE 101819 11/13/2019 acct. #1400-017-223-399 fuel slips 9/20-10/18/2 532.41 Check Total: Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL 11/4/2019 11/13/2019 December - Health Insurance - Union 17,360.00 Check Total: Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. 1412408 resale - liquor 1412408 freight 1412409 freight 1412409 resale -wine 1412409 resale -wine n/a 1413357 resale -liquor 1413357 freight 1414161 freight 1414161 resale - liquor 1414162 resale - wine 1414162 resale - wine n/a 1414162 freight 1415704 resale - liquor Amount Payment Date Acct Number 2,325.00 Check Sequence: 31 110.73 11/13/2019 226-45126-421990 135.14 11/13/2019 226-45126-422990 245.87 Check Sequence: 32 1,226.45 11/13/2019 101-43120-440500 1,226.45 Check Sequence: 33 982.50 11/13/2019 609-49750-425200 60.00 11/13/2019 609-49750-425400 1,042.50 Check Sequence: 34 532.41 11/13/2019 101-42200-421200 532.41 Check Sequence: 35 17,360.00 11/13/2019 101-00000-217061 17,360.00 Check Sequence: 36 4,783.65 11/13/2019 609-49750-425100 58.70 11/13/2019 609-49750-433300 13.41 11/13/2019 609-49750-433300 461.10 11/13/2019 609-49750-425300 35.00 11/13/2019 609-49750-425400 2,853.96 11/13/2019 609-49750-425100 15.88 11/13/2019 609-49750-433300 31.54 11/13/2019 609-49750-433300 1,820.80 11/13/2019 609-49750-425100 2,495.30 11/13/2019 609-49750-425300 32.00 11/13/2019 609-49750-425400 67.67 11/13/2019 609-49750-433300 4,118.06 11/13/2019 609-49750-425100 Reference ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 6 Invoice No Description Amount Payment Date Acct Number 1415704 freight 46.06 11/13/2019 609-49750-433300 1415705 freight 37.63 11/13/2019 609-49750-433300 1415705 resale - wine 1,345.05 11/13/2019 609-49750-425300 1415705 resale - wine n/a 107.20 11/13/2019 609-49750-425400 1417742 resale - liquor 6,268.33 11/13/2019 609-49750-425100 1417742 freight 116.19 11/13/2019 609-49750-433300 1417743 freight 29.79 11/13/2019 609-49750-433300 1417743 resale - wine 1,000.75 11/13/2019 609-49750-425300 1418506 freight 23.84 11/13/2019 609-49750-433300 1418506 resale - liquor 1,342.01 11/13/2019 609-49750-425100 1418507 resale - wine 3,472.30 11/13/2019 609-49750-425300 1418507 freight 78.23 11/13/2019 609-49750-433300 1418763 freight 14.90 11/13/2019 609-49750-433300 1418763 resale- wine 498.00 11/13/2019 609-49750-425300 1419376 freight 76.18 11/13/2019 609-49750-433300 1419376 resale - liquor 5,478.89 11/13/2019 609-49750-425100 1419377 resale - wine 1,795.26 11/13/2019 609-49750-425300 1419377 resale - wine n/a 40.00 11/13/2019 609-49750-425400 1419377 freight 48.43 11/13/2019 609-49750-433300 1421022 resale - liquor 1,665.60 11/13/2019 609-49750-425100 1421022 freight 16.39 11/13/2019 609-49750-433300 1421023 freight 44.71 11/13/2019 609-49750-433300 1421023 resale - wine 2,043.55 11/13/2019 609-49750-425300 1423372 freight 47.43 11/13/2019 609-49750-433300 1423372 resale - liquor 3,255.76 11/13/2019 609-49750-425100 1423373 resale - wine 1,857.00 11/13/2019 609-49750-425300 1423373 freight 83.49 11/13/2019 609-49750-433300 573152 resale - liquor credit inv. #1359903 -20.92 11/13/2019 609-49750-425100 573153 resale - liquor credit inv. #1359904 -8.28 11/13/2019 609-49750-425100 573153 freight credit inv. 41359904 -0.25 11/13/2019 609-49750-433300 573154 resale - wine credit inv. # 1399568 -16.20 11/13/2019 609-49750-425300 573155 resale - liquor credit inv. # 1401712 -10.17 11/13/2019 609-49750-425100 573156 resale - liquor credit inv. # 1402689 -10.45 11/13/2019 609-49750-425100 Check Total: 47,553.77 Vendor: 2641 JOHNSON MATERIALS INC Check Sequence: 37 5710 (123.36) washed sand; (26.06) Con Bit 1,006.05 11/13/2019 101-43125-421700 Check Total: 1,006.05 Vendor: 5159 KELTEK INC. Check Sequence: 38 30030 18C003-CONSTR - desktop dock 355.11 11/13/2019 400-43300-452010 Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 8 Check Total: 355.11 Vendor: 1270 KENNEDY AND GRAVEN CHARTERED Check Sequence: 39 ACH Enabled: False MN190-00101 General EDA Matters - Sept 2019 220.00 11/13/2019 213-46301-430400 MN190-00156 TIF District 40 - Sept 2019 40.00 11/13/2019 213-46301-430400 MN190-00159 Block 52 Redevelopment - Sept 2019 840.00 11/13/2019 213-46301-430400 MN190-00160 UMC Economic Development TIF - Sept 2019 1,388.20 11/13/2019 213-46301-430400 MN190-00161 4065 Chelsea Rd W - Sept 2019 978.75 11/13/2019 213-46301-430400 MN190-00162 8617 Edmonson Ave - Sept 2019 763.50 11/13/2019 213-46301-430400 MN325-00040 Business Facade Grant Program - Sept 2019 60.00 11/13/2019 213-46301-430400 MN325-00043 GMEF Loan - Ausco Design - Sept 2019 940.00 11/13/2019 213-00000-115030 Check Total: 5,230.45 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 40 ACH Enabled: False 67565 resale - wine 517.25 11/13/2019 609-49750-425300 67565 freight 10.50 11/13/2019 609-49750-433300 68384 freight 8.75 11/13/2019 609-49750-433300 68384 resale - wine 436.98 11/13/2019 609-49750-425300 69191 resale - wine 1,350.00 11/13/2019 609-49750-425300 69191 freight 16.25 11/13/2019 609-49750-433300 Check Total: 2,339.73 Vendor: 5097 DAN KLEIN Check Sequence: 41 ACH Enabled: True 10/19/19 mileage reimb. MN Fire Cheif Conf. 10/16-19/11 207.64 11/13/2019 101-42200-433100 Check Total: 207.64 Vendor: 5373 GERALD KLEIN Check Sequence: 42 ACH Enabled: False 1929 Restore FireDN-El1Fam- Labor- 1929 Chevy restoration 6,787.50 11/13/2019 101-42200-440500 1929 Restore FireDN-El1Fam- Parts 1929 Chevy restoration pr, 2,495.60 11/13/2019 101-42200-440500 Check Total: 9,283.10 Vendor: 5024 LANDWEHR CONSTRUCTION INC Check Sequence: 43 ACH Enabled: False Refund Permit refund Water Use Permit Dep. $1500-$641.62 us 1,500.00 11/13/2019 601-00000-220111 Refund Permit refund Water Use Permit Dep. $1500-$641.62 us -597.55 11/13/2019 601-49440-371100 Refund Permit refund Water Use Permit Dep. $1500-$641.62 us -44.07 11/13/2019 601-00000-208100 Check Total: 858.38 Vendor: 2626 HARRY LANTTO Check Sequence: 44 ACH Enabled: True AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 10/30/2019 Planning Commission Meeting Recording 10/l/1 60.00 11/13/2019 101-41910-431990 10/30/2019 EDA Meeting Recording 10/9/19 60.00 11/13/2019 213-46301-431990 10/30/2019 City Council Meeting Recording 10/14/19 & 10/ 120.00 11/13/2019 101-41110-431990 Check Total: 240.00 Vendor: 1290 LEAGUE OF MINNESOTA CITIES Check Sequence: 45 ACH Enabled: False 310973 Acrobat Professional (Nov 19 - Oct 20) (VL) (1/ 59.09 11/13/2019 101-41310-443990 310973 Acrobat Professional (Nov 19 - Oct 20) (JS)(1/4; 59.08 11/13/2019 101-41410-443990 310973 Acrobat Professional (Nov 19 - Oct 20) (JT) (1/4 29.54 11/13/2019 101-41910-443990 310973 Acrobat Professional (Nov 19 - Oct 20) (JT) (1/4 29.54 11/13/2019 213-46301-443990 Check Total: 177.25 Vendor: 3550 RACHEL LEONARD Check Sequence: 46 ACH Enabled: True 10/24/2019 Mileage Reimbursement - MAGC Conference (E 35.38 11/13/2019 101-41310-433100 Check Total: 35.38 Vendor: 1297 LOCATORS & SUPPLIES INC Check Sequence: 47 ACH Enabled: False 280385 (4) sign stand 638.88 11/13/2019 101-43120-422600 280556 (2) Road Closed signs 319.76 11/13/2019 101-43120-422600 Check Total: 958.64 Vendor: 4456 LUPULIN BREWING LLC Check Sequence: 48 ACH Enabled: True 24597 resale - beer 195.00 11/13/2019 609-49750-425200 24739 resale - beer 396.00 11/13/2019 609-49750-425200 Check Total: 591.00 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 49 ACH Enabled: True 290302 resale - cigarettes 2,217.35 11/13/2019 609-49750-425500 290302 resale - tobacco; barware; soda pop; etc 766.71 11/13/2019 609-49750-425400 Check Total: 2,984.06 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 50 ACH Enabled: True 21530594 (709) gal. diesel @ $2.59 1,842.85 11/13/2019 101-43120-421200 21530599 (736) gal. unleaded @ $2.19 1,616.79 11/13/2019 101-43120-421200 Check Total: 3,459.64 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 51 ACH Enabled: False 398495283 10/19/19 - 11/19/19 Contract Payment 249.34 11/13/2019 702-00000-441500 AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 398495283 Supply Freight Fee 10.00 11/13/2019 702-00000-441500 Check Total: 259.34 Vendor: 3671 MIDWAY FORD Check Sequence: 52 ACH Enabled: False Deal 124484 2019 Ford F550 4x4 Super Cab - 4/8/19 cc minu 39,604.00 11/13/2019 703-00000-165010 Check Total: 39,604.00 Vendor: 1329 MIDWEST PLAYSCAPES INC Check Sequence: 53 ACH Enabled: False 8653 slide bedway 735.20 11/13/2019 101-45201-421990 Check Total: 735.20 Vendor: 4667 MILLNER VINEYARD, LLC Check Sequence: 54 ACH Enabled: False 2102419-2 resale- wine 279.00 11/13/2019 609-49750-425300 Check Total: 279.00 Vendor: 5366 MINNCOMM UTILITY CONSTRUCTION Check Sequence: 55 ACH Enabled: False Permit Refund refund Water Use Permit - Dep. $1500-37.58 use 1,500.00 11/13/2019 601-00000-220111 Permit Refund refund Water Use Permit - Dep. $1500-37.58 use -35.00 11/13/2019 601-49440-371100 Permit Refund refund Water Use Permit - Dep. $1500-37.58 use -2.58 11/13/2019 601-00000-208100 Check Total: 1,462.42 Vendor: 1330 CITY OF MINNEAPOLIS Check Sequence: 56 ACH Enabled: True 400451003341 Sept 2019 - Monti Pawn Transactions (197) 177.30 11/13/2019 101-42100-431990 Check Total: 177.30 Vendor: 1363 MN STATE FIRE DEPARTMENT ASSOC Check Sequence: 57 ACH Enabled: False 2020 Membership 2020 MSFDA Membership dues 375.00 11/13/2019 101-42200-443300 Check Total: 375.00 Vendor: 1370 MONTICELLO DEPUTY REG #002 Check Sequence: 58 ACH Enabled: False 11/6/2019 MN Sales Tax, Title, Regist - 2019 Ford Pickup' 2,622.96 11/13/2019 703-00000-165010 Check Total: 2,622.96 Vendor: 4549 ANN MOSACK Check Sequence: 59 ACH Enabled: True 10/23/2019 Mileage Reimbursement - October (79.1 miles) ( 45.88 11/13/2019 226-45122-433100 Check Total: 45.88 AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 10 Invoice No Description Vendor: 2396 MICHAEL MOSSEY 10/19/19 mileage reimb. MN Fire Chiefs Conf. 10/19-19 Check Total: Vendor: 2518 NEOFUNDS BYNEOPOST 11/3/2019 Postage for Title & Registration Pkgs - Oct 101-42200-433100 Check Total: Vendor: 1913 NEW FRANCE WINE 149855 resale - wine 149855 freight 149956 resale - wine 149956 freight 217-41990-432200 Check Total: Vendor: 1414 JEFF O'NEILL 10/31/2019 Travel Reimbursement Washington DC - Airplar 10/31/2019 Travel Reimbursement Washington DC - Hotel (: 10/31/2019 Travel Reimbursement Washington DC - Meals 10/31/2019 Travel Reimbursement Washington DC - Uber 10/31/2019 Travel Reimbursement Washington DC - Park & 21.00 Check Total: Vendor: 1427 PHILLIPS WINE & SPIRITS CO 2641004 resale - liquor 2641004 freight 2641005 freight 2641005 resale - wine 2641606 resale - liquor 2641606 freight 2642146 freight 2642146 resale - wine 2642146 resale -wine n/a 2643351 resale - liquor 2643351 freight 2643352 freight 2643352 resale - wine 2644880 resale - liquor 2644880 freight 2645361 resale - liquor Amount Payment Date Acct Number Reference Check Sequence: 60 ACH Enabled: False 207.64 11/13/2019 101-42200-433100 207.64 Check Sequence: 61 ACH Enabled: False 297.09 11/13/2019 217-41990-432200 297.09 Check Sequence: 62 ACH Enabled: False 216.00 11/13/2019 609-49750-425300 21.00 11/13/2019 609-49750-433300 240.00 11/13/2019 609-49750-425300 2.50 11/13/2019 609-49750-433300 479.50 Check Sequence: 63 ACH Enabled: True 274.60 11/13/2019 101-41310-433100 681.65 11/13/2019 101-41310-433100 42.24 11/13/2019 101-41310-433100 19.12 11/13/2019 101-41310-433100 27.80 11/13/2019 101-41310-433100 1,045.41 Check Sequence: 64 ACH Enabled: False 3,147.52 11/13/2019 609-49750-425100 53.64 11/13/2019 609-49750-433300 4.47 11/13/2019 609-49750-433300 158.10 11/13/2019 609-49750-425300 1,042.94 11/13/2019 609-49750-425100 13.71 11/13/2019 609-49750-433300 34.27 11/13/2019 609-49750-433300 978.25 11/13/2019 609-49750-425300 72.00 11/13/2019 609-49750-425400 2,042.29 11/13/2019 609-49750-425100 26.14 11/13/2019 609-49750-433300 10.43 11/13/2019 609-49750-433300 613.00 11/13/2019 609-49750-425300 843.50 11/13/2019 609-49750-425100 6.25 11/13/2019 609-49750-433300 245.60 11/13/2019 609-49750-425100 AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference 2645361 freight 2.98 11/13/2019 609-49750-433300 2645362 freight 22.35 11/13/2019 609-49750-433300 2645362 resale - wine 940.00 11/13/2019 609-49750-425300 2645940 freight 40.23 11/13/2019 609-49750-433300 2645940 resale - liquor 3,513.75 11/13/2019 609-49750-425100 2647207 freight 17.39 11/13/2019 609-49750-433300 2647207 resale - liquor 1,281.09 11/13/2019 609-49750-425100 2647208 resale -liquor 855.26 11/13/2019 609-49750-425100 2647208 freight 21.98 11/13/2019 609-49750-433300 2648812 freight 62.58 11/13/2019 609-49750-433300 2648812 resale - liquor 3,731.00 11/13/2019 609-49750-425100 2648813 resale - wine 480.00 11/13/2019 609-49750-425300 2648813 freight 14.90 11/13/2019 609-49750-433300 346448 resale - liquor credit inv. 2635477 -223.81 11/13/2019 609-49750-425100 346448 freight credit inv. # 2635477 -1.49 11/13/2019 609-49750-433300 Check Total: 20,050.32 Vendor: 5362 QUALITY FORKLIFT SALES & SERVICE, IN Check Sequence: 65 ACH Enabled: False i47621 53" snowblower mini for ASV RT40 4,500.00 11/13/2019 101-43125-424100 Check Total: 4,500.00 Vendor: 5368 REGINSHEID CUSTOM HOMES Check Sequence: 66 ACH Enabled: False 9434 Escrow Refund - 9434 Giffort Ct/Sunset Ponds t 2,000.00 11/13/2019 101-00000-220110 Check Total: 2,000.00 Vendor: 5372 REGISTERED ABSTRACTERS INC Check Sequence: 67 ACH Enabled: False 11/6/2019 UMC Expansion Earnest Money Site Acquisitio 40,000.00 11/13/2019 213-46506-443991 Check Total: 40,000.00 Vendor: 4022 REINHART FOODSERVICE LLC Check Sequence: 68 ACH Enabled: True 926915 Food for Concession Resale 446.23 11/13/2019 226-45125-425410 Check Total: 446.23 Vendor: 3720 RM COTTON COMPANY Check Sequence: 69 ACH Enabled: False 0114548 -IN Boiler Repair -Updated Firmware, Reset Setting; 452.50 11/13/2019 226-45126-440100 Check Total: 452.50 Vendor: 5010 RUM RIVER VENTURES LLC Check Sequence: 70 ACH Enabled: False AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 218 Contract Inspection Services - October 2019 2,720.00 11/13/2019 101-42400-431990 Check Total: 2,720.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 71 ACH Enabled: True A35984 Install Detex Stand Alone Exit Alarm, Lock Cyc 390.00 11/13/2019 101-45501-440100 Check Total: 390.00 Vendor: 5079 S W WOLD Check Sequence: 72 ACH Enabled: False 9190 Escrow Refund - 9190 Orchard Cir E/Autumn R 2,000.00 11/13/2019 101-00000-220110 9210 Escrow Refund - 9210 Orchard Cir E/Autumn R 2,000.00 11/13/2019 101-00000-220110 Check Total: 4,000.00 Vendor: 4660 SAFE -FAST, INC Check Sequence: 73 ACH Enabled: True 222899 3 in 1 parka; class 3 sweatshirt; (2) class 3 parka, 153.87 11/13/2019 601-49440-421990 222899 3 in 1 parka; class 3 sweatshirt; (2) class 3 parka, 153.88 11/13/2019 602-49490-421990 222900 waterproof bomber jacket; class 3 parka- Streets 81.90 11/13/2019 101-43120-421990 Check Total: 389.65 Vendor: 1485 SENTRY SYSTEMS INC Check Sequence: 74 ACH Enabled: True 752133 Commercial Monitoring Services - 10/1/19 - 9/3, 180.00 11/13/2019 101-41310-431990 Check Total: 180.00 Vendor: 1490 CYNTHIA R SIMPSON Check Sequence: 75 ACH Enabled: False 965238 Oct. 2019 cleaning - Fire 100.00 11/13/2019 101-42200-431100 Check Total: 100.00 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 76 ACH Enabled: False 11/4/2019 Semi Monthly Contract Payment 1,575.00 11/13/2019 101-42700-431200 Check Total: 1,575.00 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 77 ACH Enabled: False 1881747 resale - liquor 2,649.31 11/13/2019 609-49750-425100 1881747 freight 26.60 11/13/2019 609-49750-433300 1881748 freight 32.20 11/13/2019 609-49750-433300 1881748 resale - wine 1,402.00 11/13/2019 609-49750-425300 1884605 freight 38.26 11/13/2019 609-49750-433300 1884605 resale - liquor 3,935.64 11/13/2019 609-49750-425100 1884606 resale - wine 1,558.02 11/13/2019 609-49750-425300 AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 13 Invoice No 1884606 Description freight Amount Payment Date Acct Number 23.33 11/13/2019 609-49750-433300 Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 14 Check Total: 9,665.36 Vendor: 1516 TASC Check Sequence: 78 IN1609686 12/1/19 - 12/31/19 - Admin Fees 70.69 11/13/2019 101-41800-413500 Check Total: 70.69 Vendor: 5369 TRAVELERS Check Sequence: 79 4481EI I59 Prepaid Work Comp Ins 10/10/19 - 10/10/20 70,187.00 11/13/2019 101-00000-115020 4481EI159 Prepaid Work Comp Ins 10/10/19 - 10/10/20 2,044.00 11/13/2019 213-00000-115020 4481EI I59 Prepaid Work Comp Ins 10/10/19 - 10/10/20 341.00 11/13/2019 217-00000-155020 4481EI I59 Prepaid Work Comp Ins 10/10/19 - 10/10/20 20,574.00 11/13/2019 226-00000-155020 4481EI159 Prepaid Work Comp Ins 10/10/19 - 10/10/20 5,639.00 11/13/2019 601-00000-155020 4481EI159 Prepaid Work Comp Ins 10/10/19 - 10/10/20 5,874.00 11/13/2019 602-00000-155020 4481EI159 Prepaid Work Comp Ins 10/10/19 - 10/10/20 6,526.00 11/13/2019 609-00000-155020 4481EI159 Prepaid Work Comp Ins 10/10/19 - 10/10/20 3,353.00 11/13/2019 652-00000-155020 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 319.00 11/13/2019 101-41110-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 101.00 11/13/2019 101-41310-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 28.00 11/13/2019 101-41410-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 110.00 11/13/2019 101-41520-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 32.00 11/13/2019 101-41800-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 42.00 11/13/2019 101-41910-415100 4481EI I59 Work Comp Ins 10/10/19 - 10/10/20 2,584.00 11/13/2019 101-42200-415100 4481EI I59 Work Comp Ins 10/10/19 - 10/10/20 2,465.00 11/13/2019 101-42400-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 1,391.00 11/13/2019 101-43110-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 1,213.00 11/13/2019 101-43115-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 5,994.00 11/13/2019 101-43120-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 2,135.00 11/13/2019 101-43125-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 1,346.00 11/13/2019 101-43127-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 1,118.00 11/13/2019 101-43130-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 5,104.00 11/13/2019 101-45201-415100 4481EI I59 Work Comp Ins 10/10/19 - 10/10/20 531.00 11/13/2019 101-46102-415100 4481EI I59 Work Comp Ins 10/10/19 - 10/10/20 681.00 11/13/2019 213-46301-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 114.00 11/13/2019 217-41990-415100 4481EI I59 Work Comp Ins 10/10/19 - 10/10/20 1,945.00 11/13/2019 226-45122-415100 4481EI I59 Work Comp Ins 10/10/19 - 10/10/20 2,340.00 11/13/2019 226-45124-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 2,572.00 11/13/2019 226-45126-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 1,860.00 11/13/2019 601-49440-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 20.00 11/13/2019 601-49441-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 1,939.00 11/13/2019 602-49490-415100 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 20.00 11/13/2019 602-49491-415100 Reference ACH Enabled: False ACH Enabled: False AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 14 Invoice No Description 4481EI159 Work Comp Ins 10/10/19 - 10/10/20 Amount Payment Date Check Total: Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L. 90216341 152,718.00 Nov 2019 WWTP Operations & Maintenance 1.49 11/13/2019 Check Total: Vendor: 1552 VIKING COCA COLA BOTTLING CO 2429333 22.50 resale - soda pop 2435649 60,125.00 resale - soda pop 882253 11/13/2019 resale - beer 744.00 Check Total: Vendor: 1684 VINOCOPIA 243831 484.55 resale - wine 243831 609-49750-425400 freight 243851 11/13/2019 freight 243851 338.00 resale - wine 244347 freight 244347 resale -liquor 244347 resale - wine 609-49750-425300 18.15 Check Total: Vendor: 5133 VOLUNTEER FIREFIGHTERS' BENEFIT AS'. Membership 2019 Protective Membership 2019 (30) volunteers; (1; Check Total: Vendor: 1572 THE WINE COMPANY 124090 resale - wine 124090 freight Check Total: Vendor: 1573 WINE MERCHANTS INC 7257171 resale - wine 7257171 freight 7257963 resale - wine 7257963 freight 7258121 freight Amount Payment Date Acct Number 2,176.00 14.00 11/13/2019 609-49754-415100 152,718.00 10.00 1.49 11/13/2019 609-49750-433300 416.00 11/13/2019 Check Sequence: 80 60,125.00 22.50 11/13/2019 602-49480-430800 60,125.00 531.58 11/13/2019 609-49750-425100 744.00 Check Sequence: 81 342.60 1,970.08 11/13/2019 609-49750-425400 484.55 11/13/2019 609-49750-425400 35.25 338.00 11/13/2019 609-49750-425200 862.40 338.00 Check Sequence: 82 232.00 11/13/2019 11/13/2019 609-49750-425300 14.00 609-49750-433300 11/13/2019 609-49750-433300 10.00 1.49 11/13/2019 609-49750-433300 416.00 11/13/2019 11/13/2019 609-49750-425300 22.50 11/13/2019 609-49750-433300 531.58 11/13/2019 609-49750-425100 744.00 11/13/2019 609-49750-425300 1,970.08 Check Sequence: 83 338.00 11/13/2019 101-42200-443990 338.00 Check Sequence: 84 1,004.00 11/13/2019 609-49750-425300 18.15 11/13/2019 609-49750-433300 1,022.15 Check Sequence: 85 1,000.00 11/13/2019 609-49750-425300 14.90 11/13/2019 609-49750-433300 64.00 11/13/2019 609-49750-425300 1.49 11/13/2019 609-49750-433300 3.47 11/13/2019 609-49750-433300 Reference ACH Enabled: True ACH Enabled: True ACH Enabled: True ACH Enabled: False ACH Enabled: True ACH Enabled: False AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference 7258121 resale - wine 342.80 11/13/2019 609-49750-425300 7258600 freight 12.29 11/13/2019 609-49750-433300 7258600 resale - wine 68.00 11/13/2019 609-49750-425300 Check Total: 1,506.95 Vendor: 1206 WINEBOW INC. Check Sequence: 86 ACH Enabled: True MN00068405 resale - wine 180.00 11/13/2019 609-49750-425300 MN00068405 freight 4.50 11/13/2019 609-49750-433300 Check Total: 184.50 Vendor: 5267 D. HELENE WOODS Check Sequence: 87 ACH Enabled: False 200 CMAB funded- MCC External Mural 1,750.00 11/13/2019 101-45204-431990 Check Total: 1,750.00 Vendor: 2645 WRIGHT CO AUDITOR-TREAS Check Sequence: 88 ACH Enabled: False License 2020 2020 Tobacco License Renewal 150.00 11/13/2019 609-49754-443990 Check Total: 150.00 Vendor: 1580 WRIGHT COUNTY JOURNAL PRESS Check Sequence: 89 ACH Enabled: False 7104200 Fall Wine Sale 599.00 11/13/2019 609-49754-434990 Check Total: 599.00 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 90 ACH Enabled: True 002596-400 32 16C006 - Fallon Ave Improvements - Sept 2019 3,904.50 11/13/2019 400-43300-459018 002596-420 8 19D003 - Spaeth Plan Review - Sept 2019 2,215.75 11/13/2019 101-00000-220110 R010438-000 27 17C001 - Chelsea Road Utility & Street Improve 1,674.00 11/13/2019 400-43300-459019 R010663-000 16 18D003 - Carlisle Village 6th Addition - Sept 20 1,137.00 11/13/2019 101-00000-220110 R011473-000 20 18C001 - 2018 Pedestrian Improvements - Sept: 3,185.00 11/13/2019 400-43300-459013 R011744-000 18 16C001 - BCOL Phase 1 Design - Sept 2019 17,350.50 11/13/2019 229-45202-453011 R011923-000 11 201815 - Haven Ridge Plan Review - Sept 2019 3,060.00 11/13/2019 101-00000-220110 R012098-000 12 18C002 - 2018 Street Lighting Improvements - c 378.00 11/13/2019 245-43162-453010 R012792-000 11 19D004 - Headwaters Senior Living Plan Revie-, 83.00 11/13/2019 101-00000-220110 R013121-000 11 19D001 - Featherstone 4th Addition - Sept 2019 708.00 11/13/2019 101-00000-220110 R013322-000 9 2019 Economic Development Services - Sept 20 2,940.50 11/13/2019 213-46301-431990 R013358-000 9 2019 General Engineering Services - Sept 2019 75.00 11/13/2019 101-43111-430300 R013397-000 5 2019 GIS Support Services - Sept 2019 773.00 11/13/2019 702-00000-431990 R013917-000 3 201911 - Spirit Hills South Plan Review- Sept 2( 83.00 11/13/2019 101-00000-220110 R014511-000 2 Downtown Redevelop Project - Sept 2019 352.00 11/13/2019 213-46301-461500 R014709-000 2 200001 - 2020 Street Improvement Project - SeI 15,151.50 11/13/2019 400-43300-430300 AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 16 Invoice No Description R014755-000 1 200001 PRELIM - 2020 PMP Coring - Sept 201 Check Total: Total for Check Run: Total of Number of Checks: The preceding list of bills payable was reviewed and approved for payment. Date: 11/12/19 Approved by Mayor Brian Stumpf Amount Payment Date Acct Number 3,597.50 11/13/2019 400-43300-430300 56,668.25 627,108.90 90 Reference AP -Computer Check Proof List by Vendor (11/06/2019 - 12:23 PM) Page 17 City Council Agenda 11/12/2019 2B. Consideration of approving new hires and departures for Citv departments (TE) A. REFERENCE AND BACKGROUND: The Council is asked to ratify the hiring and departures of employees that have occurred recently in the departments listed. It is recommended that the Council officially ratify the hiring/departure of all listed employees including part-time and seasonal workers. By ratifying departures, the council also approves the expenditure for final amounts due to terminated and otherwise departing employees. Al. Budget Impact: (positions are generally included in budget) A2. Staff Work Load Impact: If new positions, there may be some training involved. If terminated positions, existing staff would pick up those hours, as needed, until replaced. B. ALTERNATIVE ACTIONS: 1. Motion to ratify the hire/departures of the employees as identified on the attached list. 2. Motion to deny the recommended hires and departures. C. RECOMMENDATION: By statute the City Council has the authority to approve all hires/departures. City staff recommends Alternative #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 Ayla Jakes Fitness Instructor MCC 10/18/19 PT Rhonda Spring Guest Service MCC 10/25/19 PT Aleah August Clerk Hi -Way Liquors 10/30/19 PT Byron Stoberger Custodian DMV/Hi-Way 11/4/19 Seasonal TERMINATING EMPLOYEES Name Reason Department Last Day Class Anne McLaughlin Voluntary MCC 7/24/19 PT Tara Baudette Voluntary MCC 7/25/19 PT New Hire and Terms City Council 2019: 11/6/2019 City Council Agenda: 11/12/2019 2C. Consideration of approving the sale/disposal of surplus citv property from the Finance Department and Administration (WO) A. REFERENCE AND BACKGROUND: The Council is asked to declare certain items as surplus property and authorize the sale or disposal of those items. The Finance Department is disposing of miscellaneous office items and Administration is disposing of the chairs from the Council dais. Al. Budget Impact: Varies by the value of the property. A2. Staff Work Load Impact: Minimal. B. ALTERNATIVE ACTIONS: 1. Motion to approve the disposal of Finance Department office items and chairs from Council dais. 2. Motion to deny the sale or disposal of surplus property as recommended. C. RECOMMENDATION: Staff Recommends Option 1 to approve the sale or disposal of surplus property as identified. D. SUPPORTING DATA: A. Surplus List — Finance Department B. Photos C. Surplus List — Administration 1 Equipment/Supplies Surplus List Department: Finance 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000 - $50,000 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. B. C. 6. $1,000 - $2,500 A. B. C. 7. $100 - $1,000 A. B. C. 8. $0-$100 A. Type writer B. Check scanners (2) C. Phone earpiece D. Various related cords and supplies Date: 11/12/2019 �, •_' ..- �, �; �r �- � - Nig. ,�. � , �- i,�, -:. •�.: - � -_.. � -� i �- f ;� •. �� ._ �, ` �d �. ,�, �,!#4 .;:,., . T r ' _ i �. �, � i �' _ ,�, t ..,� z C• ter! 1 ►�� • � f ,� , �' 1 � ,..� r �1. j�, .� �� , :, �i� � .. � � � I �. .� �. � ,� I �� _._ `_ !: .. ' � w ,. ti __ Department: Administration 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000 - $50,000 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. B. C. 6. $1,000 - $2,500 A. B. C. 7. $100 - $1,000 A. B. C. 8. $0-$100 A. Council dais chairs B. C. Equipment/Supplies Surplus List Date: 11/12/2019 City Council Agenda: 11/12/2019 2D. Consideration of aimrovine an application for a temporary charitable gambling, permit for a raffle to be conducted by the Monticello Chamber of Commerce for their Annual Banquet on December 6. 2019 (JS) A. REFERENCE AND BACKGROUND: The Monticello Chamber has applied for a temporary charitable gambling permit for a raffle to be held on Friday, December 6, 2019 in conjunction with their Annual Banquet at the Monticello Community Center. To receive a permit from the State, the City must approve the application. In the past the City has not opposed these exempt gambling license applications for charitable events. B. ALTERNATIVE ACTIONS: 1. Approve the application for a charitable gambling permit for a raffle to be conducted by the Monticello Chamber of Commerce at the Community Center on December 6, 2019. 2. Do not approve the application for a charitable gambling permit. C. STAFF RECOMMENDATION: Staff supports Alternative #1 and is not aware of any reason why this application should not be approved. D. SUPPORTING DATA: • Application for Exempt Gambling Permit — Monticello Chamber of Commerce MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit An exempt permit may be issued to a nonprofit organization that: • conducts lawful gambling on five or fewer days, and • awards less than $50,000 in prizes during a calendar year. If total raffle prize value for the calendar year will be $1,500 or less, contact the Licensing Specialist assigned to your county by calling 651-539-1900. ORGANIZATION INFORMATION 11/17 Page 1 of 2 Application Fee (non-refundable) Applications are processed in the order received. If the application is postmarked or received 30 days or more before the event, the application fee is $100; otherwise the fee is $150. Due to the high volume of exempt applications, payment of additional fees prior to 30 days before your event will not expedite service, nor are telephone requests for expedited service accepted. Organiza' Q," Previous Gambling �% 'j j _ I1' Oil Name:6 I1 Permit Number: Minnesota Tax ID Federal Em loyer ID Number, if any: Number (FEIN), if any: Mailing Address: l PlAf v AClCity: � State: �_ Zip: 6531PICounty: Name of Chief Executive Officer (CEO): NA jfAn&V) CEO Daytime Phone CJ Email:�CyT��'L/l, (permit will(be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious = Veterans IT Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) [91 A current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 F-1 IRS income tax exemption (501(c)) letter in your organization's name Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. F-1 IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing willtake place Physical Address (do not use P.O. box): Check one: City: o Zip: County: FITownship: Zip: County: 'RI I "KAx r I'Or� Date(s) of activity (for raffles, indicate the date of the drawing): 1 ' Check each type of gambling activity that your organization will conduct: = Bingo a Paddlewheels = Pull -Tabs = Tipboards ffRaffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov/gcb and click on Distributors under the List of Licensees tab, or call 651-539-1900. LG220 Application for Exempt Permit 11/17 Page 2 of 2 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL for a gambling premises located within city limits COUNTY APPROVAL for a gambling premises located in a township The application is acknowledged with no waiting period. The application is acknowledged with no waiting period. The application is acknowledged with a 30 -day waiting -The application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to issue a permit after (60 days for a 1st class city). 30 days. The application is denied. Dhe application is denied. Print City Name: Signature of City Personnel: Title Date: The city or county must sign before submitting application to the Gambling Control Board. Print County Name: Signature of County Personnel: Title: Date: TOWNSHIP (if required by the county) On behalf of the township, I acknowledge that the organization is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or deny an application, per Minn. Statutes, section 349.213.) Print Township Name: Signature of Township Officer: Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned to the Board w'Win3days of the event date. i Chief Executive Officer's Signature: PAM Date: Most\] (Signature m st CEO's signature; designee may not sign) PrintName: r\ REQUIREMENTS MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: Mail application with: • all gambling conducted on two or more consecutive days; or a copy of your proof of nonprofit status; and • all gambling conducted on one day. application fee (non-refundable). If the application is Only one application is required if one or more raffle drawings are postmarked or received 30 days or more before the event, conducted on the same day. the application fee is $100; otherwise the fee is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity is done: To: Minnesota Gambling Control Board A financial report form will be mailed with your permit. Complete 1711 West County Road B, Suite 300 South and return the financial report form to the Gambling Control Roseville, MN 55113 Board. Questions? Your organization must keep all exempt records and reports for Call the Licensing Section of the Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). 651-539-1900. Data privacy notice: The information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to determine your organization's qualifications to be involved in lawful gambling activities in Minnesota. Your organization has the right to refuse to supply the information; however, if your organization refuses to supply this information, the Board may not be able to determine your organization's qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process the application. Your organization's name and address will be public information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board issues the permit, all information provided will become public. If the Board does not issue a permit, all information provided remains private, with the exception of your organization's name and address which will remain public. Private data about your organization are available to Board members, Board staff whose work requires access to the information; Minnesota's Depart- ment of Public Safety; Attorney General; Commissioners of Administration, Minnesota Management & Budget, and Revenue; Legislative Auditor, national and international gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; individuals and agencies for which law or legal order authorizes a new use or sharing of information after this notice was given; and anyone with your written consent. This form will be made available in alternative format (i.e. large print, braille) upon request. An equal opportunity employer City Council Agenda: 11/12/2019 2E. Consideration of adopting Ordinance 730 granting a 15-vear franchise agreement to Spectrum Mid-America, LLC L/K/A Charter Communications to construct, operate, and maintain a cable system and provide cable service in the Citv of Monticello and Summary Ordinance 730A for publication. (RL) A. REFERENCE AND BACKGROUND: At the February 11, 2019 meeting, City Council approved Ordinance 712 for a renewed 15 -year franchise agreement with Charter Communications to construct, operate, and maintain a cable system and provide cable service in the City of Monticello. Following council approval, the City signed the agreement and submitted it to the attorney for the Sherburne Wright Cable Commission for Charter to finish executing it. Despite initially agreeing to the terms of the franchise agreement, Charter subsequently requested additional changes to the language before finalization. City Council is now asked to approve the modified version of the franchise agreement. The updated document is attached along with a redlined version so council can view the specific changes. The cities in the cable commission reviewed the new language with attorney Bob Vose at the September 2019 meeting and ultimately voted to recommend that member cities accept the changes and execute the agreements. If approved, Ordinance 730 will replace Ordinance 712 approved earlier this year. Al. Budget Impact: None. The attorney fees for the negotiation are covered by the Sherburne Wright Cable Commission. A2. Staff Workload Impact: None. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Ordinance 730 granting a new 15 -year cable franchise agreement for Charter Communications. 2. Motion to deny. C. STAFF RECOMMENDATION: Staff recommends Alternative #1. D. SUPPORTING DATA: A. Charter Memo to Cable Commission Attorney B. Ordinance 730 Revised Charter Franchise Agreement C. Summary Ordinance 730A D. Redlined Franchise Agreement September 27, 2019 Robert J. V. Vose VIA EMAIL Kennedy & Graven 470 US Bank Plaza 200 S. Sixth Street Minneapolis, MN 55402 Re: SWCCC Member Cities Franchise Renewal Dear Bob: Attached please find the revised renewal franchises ("Revised Franchises") for each of the SWCCC member cities which have been executed by Spectrum Mid-America, LLC 1/k/a Charter Communications ("Charter"). As per our discussion, the Revised Franchises include minor variations from the versions adopted by the member cities, most notably the name of the Grantee has been corrected to Spectrum Mid-America, LLC to reflect the transaction which was approved by the Commission in December, 2018 and closed on March 1, 2019. Charter executed the Revised Franchises after consulting with you and subject to their execution by each member City. To be clear, the Revised Franchises will only be effective and binding upon Charter after execution by the member cities. Prior versions of the renewal franchises which may have been adopted by member cities have not been executed and will be destroyed by you. It is our understanding you will provide the Revised Franchises to each member city for execution. We look forward to working with you on this process and stand ready to participate or assist in any way. We would also like to confirm that the revisions to the Regulatory Ordinance in each member city have been adopted. Our review of the agendas/minutes of each City shows the following: - Six of the ten SWCC cities passed an updated regulatory ordinance (Big Lake, Cokato, Monticello, Maple Lake, Delano, and Watertown); - Two cities where agendas/packets are not posted we don't know (Buffalo and Dassel); - Two cities show no on-line record of consideration or adoption (Elk River and Rockford). 255 Riverview Tower 8009 34th Avenue South Phone. 952-851-7291 Minneapolis, MN 55425-1661 Fax: 952-851-7261 Thank you for your consideration and please feel free to contact me with any comments or questions you might have. Sincerely, eaneE. Bremer Bremer Law, P.C. cc: Patrick Haggarty CITY OF MONTICELLO, MINNESOTA ORDINANCE NO. 730 AN ORDINANCE GRANTING A FRANCHISE TO SPECTRUM MID -AMERICA, LLC L/K/A CHARTER COMMUNICATIONS TO CONSTRUCT, OPERATE, AND MAINTAIN A CABLE SYSTEM AND PROVIDE CABLE SERVICE IN THE CITY OF MONTICELLO, MINNESOTA. RECITALS 1. This Cable Franchise Ordinance ("Franchise") is made and entered into by and between the City of Monticello, a municipal corporation of the State of Minnesota ("City") and Spectrum Mid-America, LLC 1/k/a Charter Communications, a limited liability company ("Grantee"). 2. Pursuant to Ordinance No. ("Cable Ordinance"), the City is authorized to grant and issue a non-exclusive Franchise authorizing the Grantee to provide Cable Service and construct, operate, and maintain a Cable System in the City. 3. The Grantee has requested that its current franchise be renewed pursuant to Section 626(h) of the Cable Act. 4. Upon evaluation of Grantee's technical, financial, legal qualifications, completion of Franchise negotiations, and as a result of a public hearing, the City finds that it is in the best interests of the City and its residents to renew the Franchise with Grantee. 5. This Franchise is nonexclusive and is intended to comply with applicable laws and regulations. THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: SECTION 1. GENERAL PROVISIONS Section 1.1 Definitions. Unless otherwise defined herein, the terms, phrases, and words contained in this Franchise have the meaning provided in the Cable Ordinance. Terms, phrases and words contained in this Franchise that are not defined here or in the Cable Ordinance will be as defined in applicable law. Section 1.2 Written Notice. All notices, reports, or demands required to be given in writing under this Franchise or the Cable Ordinance must be delivered personally to any officer of Grantee or the City Administrator or deposited in the United States mail in a sealed envelope, with registered or certified mail postage prepaid thereon, addressed to the party to whom notice is being given, as follows: If to City: City of Monticello City Hall 505 Walnut Street Monticello, MN 55362 Attn: City Clerk With copies to: Chair, Sherburne/Wright Counties Cable Communications Commission c/o City of Buffalo 212 Central Avenue Buffalo, MN 55313 If to Grantee: Spectrum Mid-America, LLC Attn: Government Affairs 16900 Cedar Avenue South. Rosemount, MN 55068 With copies to: Charter Communications Attn: VP of Government Affairs 601 Massachusetts Ave. NW, Suite 60OW Washington, DC 20001 Such addresses may be changed by either party upon notice to the other party given as provided in this Section. SECTION 2. GRANT OF FRANCHISE Section 2.1 Grant. a. Grantee is authorized to erect, construct, operate and maintain in, along, across, above, over and under the Rights -of -Way, now in existence and as may be created or established during the term of this Franchise any poles, wires, cable, underground conduits, manholes, and other conductors and fixtures necessary for the maintenance and operation of a Cable System in the City. Nothing in this Franchise shall be construed to prohibit the Grantee from offering any service over its Cable System that is not prohibited by federal, state or local law. b. This Franchise is granted pursuant to the Cable Ordinance, in all cases subject to and without waiving applicable law. This Franchise is a contract and except as to those changes which are the result of the City's lawful exercise of its general police powers, the City may not take any unilateral action which materially changes the explicit mutual promises in this contract. In the event of any conflict between the provisions of this Franchise and the Cable Ordinance, the provisions of this Franchise shall govern. c. This Franchise shall be nonexclusive and City may grant additional Franchises at any time. The City will not grant an additional Franchise on terms and conditions more favorable or less burdensome than those in this Franchise and Grantee shall have all rights provided by Section 14.4 of the Regulatory Ordinance in the event an additional Franchise(s) is granted. The City may impose additional terms and conditions in any additional Franchise. d. The City shall comply with Section 14.4 of the Cable Ordinance in the event an additional provider is legally authorized to provide Cable Service. e. Grantee acknowledges the City's right to issue this Franchise. Upon acceptance of this Franchise by Grantee as required by Section 8 herein, this Franchise shall supersede and replace any previous ordinance or other authorization granting a Franchise to Grantee, and all rights, obligations and claims under any previous Franchise are extinguished, except that the Grantee's obligation to indemnify the City against claims that arose during the term of the previous Franchise shall continue in full force and effect subject to applicable law. Section 2.2 Franchise Term. This Franchise will be in effect for a period of fifteen (15) years from the date of acceptance by the Grantee, unless sooner renewed or revoked. Section 2.3 Service Area. a. This Franchise is granted for the corporate boundaries of the City, as it exists from time to time, subject to the density requirement of Section 2.3.b below. The City will notify the Grantee in writing in the event the City annexes any areas that the Grantee will be required to serve subject to Section 2.3b below. b. The Grantee will extend its System and offer Cable Service, within a reasonable time, after a request for Service, to areas with a density of at least nine (9) residential units per one-quarter (1/4) cable mile of System, as measured from the nearest accessible Cable System tie-in point actively delivering Cable Service as of the date of such request for Service. Where the density is less than that specified above, the Grantee may require that Persons requesting Service pay a portion of the cost of the capital cost of the line extension in advance. The Grantee shall provide a free written estimate of the total cost for extension and the required payment amount within fifteen (15) days of the request for Service. The charge for Installation or extension for each Person requesting Service shall not exceed a pro rata share of the actual cost of extending the Service. Subscribers shall also be responsible for any standard/non standard installation charges to extend the Cable System from the tap to the residence. SECTION 3. SYSTEM Section 3.1 System Capacity. Grantee will continue to operate a System providing a minimum of at least 75 video programmed Channels throughout the term of this Franchise. The System must have return capability and permit "narrowcasting" as provided in Section 4.2(c). Section 3.2 Construction Deadline. Except for Grantee's System extension obligations pursuant to Section 2.3, System construction is substantially complete. Subject to Section 2.3b above, Grantee will use commercially reasonable efforts to complete any System extension and construction of new facilities for new developments contemporaneous with installation of other utilities. The City shall provide reasonable and timely advance written notice of the location of all new developments to Grantee. SECTION 4. COMMUNITY SERVICES Section 4.1 Commercial Video Programming. The Grantee will provide broad categories of video programming, including news, sports and entertainment. Section 4.2 PEG Access Facilities. a. Access Channels. The Grantee shall continue to dedicate two (2) Channels for public, education, and government access ("PEG Access") programming. The two (2) PEG Access Channels must be cablecast on the Basic Cable Service tier. All Subscribers who receive Cable Services offered on the System must receive the PEG Access Channels at no additional charge. Only to the extent required by Minn. Stat. §238.084, Subd. 1. (z) and permitted by applicable law, the VHF spectrum must be used for the provision of at least one (1) of the PEG Access Channels. Nothing herein shall diminish the City's rights to secure additional channels pursuant to Minn. Stat. § 238.084, Subd. 1(z), and applicable FCC regulations. b. Responsibility for PEG Access. The City will operate, administer, and manage PEG Access programming pursuant to this Section 4.2. The City may delegate its PEG Access authority and responsibilities to the Commission. The Grantee acknowledges that the Commission may coordinate the expenditure of Franchise Fees and PEG Capital Fees by and among the Commission's member municipalities. Nothing herein shall obligate the City to make equipment or channels available for public access programming or to any particular programmer. C. Narrowcast. The System currently allows one (1) PEG Access Channel to be "narrowcast;" i.e. permits a program to be cablecast on such Channel for viewing solely by Subscribers in one City while Subscribers in adjoining cities served by the Grantee and who are members of the Commission simultaneously view other programming on that Channel. Grantee shall continue to ensure that such narrowcasting is provided on the System. d. Live Origination. The Grantee shall continue to provide two-way capability permitting transmission of live programming from the public institutional sites listed in Exhibit A-1 attached. The Grantee shall not be required to provide end-user equipment. The City may designate relocated or additional live programming sites provided that the City shall pay the actual construction cost of connecting such relocated or additional live programming sites prior to the Grantee's construction of same. The Grantee must ensure that the System meets the technical standards attached as Exhibit B at all live origination sites. The Grantee must further ensure that the City can "narrowcast" programming originated from City Hall consistent with Section 4.2c. e. High Definition. (i) Within one hundred and twenty (120) days after the Effective Date, unless delayed by events out of Grantee's reasonable control, the Grantee shall convert the Commission's area -wide PEG Access Channel (i.e. the Channel that is not "narrowcast" to each member city pursuant to Section 4.2(c)) to high definition ("HD") provided that the programming signals are provided to the Grantee in HD and meet Grantee's technical specifications for HD channels. Thereafter, at such time as Grantee makes at least 90% of all non -PEG Channels available in HD, the Grantee shall also convert the "narrowcast" PEG Access Channel to HD provided that the programming signals are provided to the Grantee in HD and meet Grantee's technical specifications for HD channels. The City understands that, although the Grantee must ensure that the PEG Access Channels are cablecast on the Basic Cable Service tier and available to all Subscribers at no additional charge, the HD PEG Access Channel will not be located on the Basic Cable tier, the signal from the HD PEG Access Channels may not be available in HD on the Basic Cable tier of service, and Grantee shall have no obligation to carry PEG Access Channels in more than one format; i.e. dual carriage. Grantee's costs to purchase equipment to convert and distribute programming on the PEG Access Channels in HD will be reimbursed by the City or Commission in an aggregate amount not to exceed Seven Thousand Five Hundred Dollars ($7500.00) within sixty (60) days of receipt of invoices evidencing Grantee's expenditures. (ii) The City acknowledges that in order to receive Access Channels in HD format Subscribers may be required to buy or lease special equipment, or pay additional HD charges applicable to all HD services, f. PEG Access Capital Support. In addition to the requirements of Section 4.2(a) -(d) above, the Grantee shall collect and remit a PEG capital fee of up to eighty-five cents ($.85) per Subscriber, per month ("PEG Capital Fee"). The Grantee shall remit such payments on the same schedule as the Franchise Fee. All amounts paid shall be subject to audit and recomputation and acceptance thereof does not constitute an accord that amounts paid are correct. The PEG Capital Fee as of the Effective Date is eighty-five cents ($.85) per Subscriber, per month. Grantee may itemize any PEG Capital Fee on Subscriber's bills. Payment by Grantee must be separate from and in addition to any Franchise Fee. g. Use of PEG Capital Fee. The City and Grantee agree that the City will expend the PEG Capital Fees solely for capital costs (consistent with GAAP) associated with PEG Access. In consideration for Grantee's obligation to remit the PEG Capital Fee, the City agrees to provide financial support for PEG Access that is equivalent to the amount of PEG Capital Fees collected and provided to the City. Within sixty (60) days of written request, the City shall provide Grantee with an annual report of any expenditures of the PEG Access Capital Fee to insure such fees are used for capital costs related to PEG Access. The report shall also demonstrate how the City fulfilled its requirement to provide matching support for PEG Access. Based on the report, the Grantee may send a written notice to the City alleging that the City failed to demonstrate that the PEG Capital Fee was used for capital or that matching PEG Access support was provided. The City shall have thirty (30) days after receipt of the written notice to provide additional information demonstrating compliance with the requirements of this Section. If the Grantee continues to allege that the City has not complied with its obligations herein, the Grantee may provide written notice of its intent to reduce and/or discontinue collecting and remitting the PEG Capital Fee. If the City disputes the Grantee's actions, it may initiate any enforcement action under the Cable Ordinance it deems appropriate. h. Access Rules. The City may implement rules governing PEG Access Channels and programming. i. Parity of Obligations. The City will impose equivalent PEG Access obligations on any other franchised provider of Cable Service in the City. Section 4.3 Drops and Service to Public Buildings. a. Subject to applicable law, the Grantee must provide, without charge, monthly Basic Cable Service and Cable Programming Service (excluding pay -per -channel or pay -per -program), one (1) Drop, one (1) outlet, and one (1) Converter of the type and functionality made available to Subscribers ("Complimentary Service") to the public institutional sites listed in Exhibit A-2 attached which are served as of the Effective Date. The programming provided by Grantee is not for public display. The City shall hold the Grantee harmless for any copyright, or other penalties, incurred due to improper use of free service. If additional Converters or other customer premises equipment ("CPE") are required to receive Complimentary Service, Grantee reserves the right to charge the institution the published rate for such CPE consistent with applicable law. b. Subject to applicable law, the Grantee shall connect such additional public administration buildings as the City may subsequently designate, provided however, that the Grantee shall only be required to pay the cost of the first one hundred and fifty (150) feet of any necessary System or Drop construction as measured from an accessible System tie-in point actively delivering Cable Service, and further provided that the City or institution shall pay any additional mutually agreed upon construction cost. The Grantee will have a reasonable time from the designation of additional sites to complete extension. Institutions may add outlets at their own expense. The Grantee shall only be required to provide Complimentary Service to the extent a newly designated building replaces a site previously receiving such service. Section 4.4 Receipt of Subscriber Payments The Grantee must maintain a convenient means for Subscribers to make payments such as the ability to make payments electronically via a company website. SECTION 5. ADMINISTRATION PROVISIONS Section 5.1 Franchise Fee. a. The Grantee shall pay a Franchise Fee to the City in an amount equal to five percent (5%) of its Gross Revenues. The Grantee shall remit Franchise Fee payments to the City on a quarterly basis within 60 days of the close of the preceding calendar quarter. Payments shall be based on Gross Revenues generated during the preceding calendar quarter. In the event Grantee offers a bundle or package of Cable Services and non -Cable Services at a discounted rate, the Grantee must allocate revenues between Cable Services subject to the Franchise Fee and non -Cable Services that are not subject to the Fee on a proportionate pro rata basis in accordance with Generally Accepted Accounting Principles ("GAAP"). In no event shall the Grantee allocate the revenues to evade its Franchise Fee obligations under this Franchise or to disproportionately reduce Gross Revenues. b. Each Franchise Fee payment must be accompanied by a report in form reasonably acceptable to City detailing the computation of the payment. All amounts paid are subject to audit and recomputation by the City, and acceptance of any payment must not be construed as an accord that the amount paid is in fact the correct amount. In accordance with Minn. Stat. § 541.05, any action to recover Franchise Fees must be commenced within three (3) years of receipt of the Franchise Fee payment or due date for such payment. C. In the event that any Franchise payment or recomputed payment is not made on or before the dates specified herein, Grantee shall pay an interest charge, computed from such due date, at the annual rate of one percent over the prime interest rate. Section 5.2 Rules of Grantee. The Grantee may promulgate such rules, terms and conditions governing the conduct of its business provided that such rules, terms and conditions must not be in conflict with the provisions of this Franchise, the Cable Ordinance, or applicable laws or regulations. SECTION 6. INDEMNIFICATION, INSURANCE, BONDS Section 6.1 Indemnification. By acceptance of this Franchise, the Grantee agrees to indemnify, defend, and hold the City harmless in accordance with the Cable Ordinance. Section 6.2 Insurance. At the time of acceptance of this Franchise, the Grantee will file with the City a Certificate of Insurance in accordance with the Cable Ordinance. The Grantee must maintain such insurance for the entire term of this Franchise. Section 6.3 Performance Bond. a. The Grantee must furnish to the Commission, for the benefit of all member cities of the Commission, a single performance bond in the amount of Fifty Thousand Dollars ($50,000.00) in a form and substance reasonably acceptable to the Commission. The single bond provided to the Commission shall comply with the parallel bonding requirements imposed by the other members of the Commission. The Grantee must maintain the bond until this Franchise expires or is terminated. b. The bond shall be conditioned upon Grantee's faithful performance in accordance with the terms of this Franchise, the Cable Ordinance, and applicable laws and regulations. The bond must provide that in the event the Grantee fails to comply with any law, ordinance or regulation, any damages or loss suffered by the City as a result, including the full amount of any compensation, indemnification or cost of removal or abandonment of any property of the Grantee, plus a reasonable allowance for attorneys' fees and costs, up to the full amount of the security, will be recoverable jointly and severally from the principal and surety of the bond, and further guaranteeing payment by the Grantee of claims, liens and taxes due the City which arise. In the event this Franchise is revoked or the rights hereunder relinquished or abandoned by Grantee, the City is entitled to collect any resultant damages, costs or liabilities incurred by the City. C. The City and Grantee acknowledge that it may be difficult or impossible to accurately quantify actual damages or losses suffered by the City due to a violation or unsatisfied obligation under this Franchise, the Cable Ordinance, or applicable laws or regulations. Accordingly, the City may, in its reasonable discretion, collect liquidated damages in an amount of up to Two Hundred and Fifty Dollars ($250.00) per violation of any provision of this Franchise, the Cable Ordinance, or applicable laws or regulations in an amount not to exceed Five Thousand Dollars ($5,000.00) in any calendar year. Each violation may be considered a separate violation for which separate liquidated damages can be imposed. d. In the event the City will make any claim against the bond or otherwise seeks to assess liquidated damages, the City must comply with Section 14 of the Cable Ordinance governing enforcement of this Franchise. e. The City's rights herein are in addition to all other rights the City may have and the City's exercise of such rights does not constitute an exclusive remedy nor limit any other right. SECTION 7. MISCELLANEOUS REQUIREMENTS Section 7.1 Amendment of Franchise Ordinance. The Grantee and the City may mutually agree, from time to time, to amend this Franchise. Any changes, modifications or amendments to this Franchise must be made in writing, signed by the City and the Grantee. Nothing herein is intended to expand or diminish the rights given to City under state law. The City reserves its lawful rights, including its police powers, ordinance -making authority, and under power of eminent domain law. Section 7.2 Force Majeure. In the event Grantee's performance of this Franchise is prevented due to a cause beyond its reasonable control, such failure to perform must be excused for the period of such inability to perform. Section 7.3 Severability. If any term, condition or provision of this Franchise or the application thereof to any Person or circumstance is held, to any extent, invalid, preempted or unenforceable, the remainder and all the terms, provisions and conditions herein must, in all other respects, continue to be effective provided the loss of the invalid, preempted or unenforceable provisions do not substantially alter the agreement between the Parties. In the event a law, rule or regulation is subsequently repealed, rescinded, amended or otherwise changed so that the Franchise provision which had been held invalid, preempted or modified is no longer in conflict therewith, such Franchise provision will return to full force and effect and thereafter be binding upon thirty (30) days written notice to the Grantee. Section 7.4 Nonenforcement by City. The Grantee is not relieved of its obligations to comply with this Franchise or the Cable Ordinance due to any failure or delay of the City to enforce prompt compliance. The City and Grantee may only waive its rights by expressly so stating in writing. Section 7.5 Rights Cumulative. All of the City's and Grantee's rights and remedies pursuant to this Franchise are in addition to and not exclusive of any and all other rights and remedies available to the City or Grantee. Section 7.6 Work Performed by Others. All obligations of this Franchise apply to work performed by any agent, subcontractor or other Person performing any work or services on behalf of the Grantee pursuant to this Franchise to the extent applicable, however, in no event will any such Person obtain any rights to maintain and operate a System or provide Cable Service. Section 7.7 Entire Agreement. This Franchise sets forth the entire agreement between the parties respecting the subject matter hereof. All agreements, covenants, representations, and warranties, express and implied, oral and written, of the parties with regard to the subject matter hereof are contained herein. No other agreements, covenants, representations or warranties, express or implied, oral or written, have been made by any party to another with respect to the matter of this Franchise. All prior and contemporaneous conversations, negotiations, possible and alleged agreements, representations, covenants and warranties with respect to the subject matter hereof are waived, merged herein and therein and are superseded hereby and thereby. SECTION 8. ACCEPTANCE OF FRANCHISE Section 8.1 Publication and Effective Date. This Franchise will be effective on the date of acceptance by Grantee. This Franchise shall be enacted and published in accordance with applicable local and Minnesota law. Section 8.2 Time for Acceptance. a. The Grantee must accept this Franchise within sixty (60) days of enactment by the City, unless the time for acceptance is extended by the City. Acceptance by the Grantee will be deemed the grant of this Franchise for all purposes. b. Upon acceptance of this Franchise, the Grantee and City will be bound by all the terms, conditions and obligations contained herein. Section 8.3 Manner for Acceptance. The Grantee must accept this Franchise in the following manner: a. The Franchise must be fully executed and acknowledged by Grantee and delivered to the City. b. The Grantee must also deliver any construction bond and insurance certificates required herein that have not previously been delivered, with its acceptance. Section 8.4 Failure to Accept. In the event the Grantee does not timely accept this Franchise in accordance with the requirements herein, this Franchise and all rights granted herein are null and void. Passed and adopted this 12th of November, 2019. CITY OF MONTICELLO By: Its: By: Its: ACCEPTED: This Franchise is accepted and we agree to be bound by its terms and conditions. SPECTRUM MID -AMERICA, LLC L/K/A CHARTER COMMUNICATIONS By: Charter Communications, Inc. Its: Manager�� By: Name: Paul Abbott Its: VP, Local Government Affairs & Franchising Date: September 27 , 2019 EXHIBIT A -I (Live Origination Sites) City of Big Lake, City Hall 160 Lake St N, Big Lake, MN 55309 City of Buffalo, City Hall* 212 Central Ave, Buffalo, MN 55313 City of Cokato, City Hall 255 Broadway Ave S, Cokato, MN 55321 City of Cokato, Fire Hall 745 7th Street SW, Cokato, MN 55321 City of Dassel, City Hall 460 3rd St, Dassel, MN 55325 City of Delano, City Hall 234 2nd St N, Delano, MN 55328 City of Elk River, City Hall 13065 Orono Pkwy NW, Elk River, MN 55330 City of Maple Lake, City Hall 10 Maple Ave S, Maple Lake, MN 55358 City of Rockford, City Hall 6031 Main St, Rockford, MN 55373 City of Watertown, City Hall 309 Lewis Ave S Ste 1, Watertown, MN 55388 City of Monticello, City Hall 505 Walnut St Ste 1, Monticello, MN 55362 • In Buffalo City Hall, Grantee shall continue to provide two (2) Converters free of charge for program monitoring purposes and two-way connectivity for two (2) programming streams originating from this site. EXHIBIT A-2 (Complimentary Service Sites) Citv Hall Locations City of Big Lake, City Hall 160 Lake Street North, Big Lake MN 55309 City of Buffalo, City Hall 212 Central Avenue Buffalo, MN 55313 City of Cokato, City Hall 255 Broadway Avenue South, Cokato, MN 55321 City of Dassel, City Hall 460 3rd Street Dassel, MN 55325 City of Delano, City Hall 234 2nd Street North Delano, MN 55328 City of Elk River, City Hall 13065 Orono Parkway NW, Elk River, MN 55330 City of Maple Lake, City Hall 10 Maple Avenue South, Maple Lake, MN 55358 City of Rockford, City Hall 6031 Main Street Rockford, MN 55373 City of Monticello, City Hall 505 Walnut Street Monticello, MN 55362 City of Watertown, City Hall 309 Lewis Avenue South, Watertown, MN 55313 SWTV - Area Wide Channel (Located in Buffalo City Hall) 212 Central Avenue Buffalo, MN 55313 Public Safetv Locations Big Lake Police Department 790 Minnesota Avenue, Big Lake, MN 55309 Big Lake Fire Department 20243 County Road 43, Big Lake, MN 55309 Big Lake Public Works 18041 198th Avenue, Big Lake, MN 55309 Buffalo Police Department 215 1st Avenue NE, Buffalo, MN 55313 Buffalo Fire Department - Station 1 - 212 Central Avenue, Buffalo, MN 55313* Buffalo Fire Department - Station 2 - 209 Atlas Avenue NE, Buffalo, MN 55313 Buffalo Streets and Parks 1303 County Road 134, Buffalo, MN 55313 Buffalo Utilities Campus 503 Lake Blvd. NW, Buffalo, MN 55313 Cokato Fire Department 745 7th Street SE, Cokato, MN 55321 Cokato Public Works 695 Cokato Street East, Cokato, MN 55321 * Delano Fire Station 245 2nd Street North, Delano, MN 55328 Delano Public Works 402 County Road 30 SE, Delano, MN 55328* Dassel Fire Department 426 2nd Street North, Dassel, MN 55325 Elk River Police Department 13077 Orono Parkway, Elk River, MN 55330 Elk River Fire Department - Station 1 - 415 Jackson Street, Elk River MN 55330 Elk River Fire Department - Station 2 - 13073 Orono Parkway, Elk River, MN 55330 Elk River Emergency Operations Center 13077 Orono Parkway, Elk River, MN 55330 Elk River Public Works 19000 Proctor Road NW, Elk River, MN 55330 Maple Lake Fire Department 106 Division Street West, Maple Lake, MN 55358 Maple Lake Pubic Works 441 Oak Avenue South, Maple Lake, MN 55358 Monticello Fire Department (Current Address) 6th Street West, Monticello, MN 55362 Monticello Fire Department (November 2019) 101 Chelsea Road, Monticello, MN 55362* Monticello Public Works 909 Golf Course Road, Monticello, MN 55362 Rockford Fire Department 6700 Main Street, Rockford, MN 55373 Rockford Public Works 6551 Utility Drive, Rockford, MN 55373 Watertown Fire Department 401 Carter Street NE, Watertown, MN 55388 Watertown Public Works 700 Lewis Avenue North, Watertown, MN 55388 *The Grantee's rights to recover its actual, demonstrated costs of completing these connections shall be governed by Section 4.3.b. of the Franchise. EXHIBIT B (Technical Standards- Live Origination Sites) With respect to all sites listed in Exhibit A, the System shall meet or exceed the following requirements: 1. The System shall operate in conformance with the technical standards promulgated by the FCC pursuant to Title 47, Section 76.601 to 76.617, as may be amended or modified from time to time. 2. The System shall be capable of continuous 24-hour operation without signal degradation. 3. The System shall be capable of operation without failure, material performance changes or signal degradation over an outdoor temperature range of -40 degrees F to +130 degrees F and over a variation in supply voltages from 105 to 130 volts AC. 4. The System will provide access channel connections up to the demarcation point, both upstream and downstream, without material signal degradation or deterioration and with signal quality equal to or better than any other channels. Material signal degradation or deterioration where any signal problem including ghosting or other audio or visual distortion or interference is apparent without special testing. The Grantee shall not be responsible for technical problems deriving from facilities or equipment located beyond the demarcation point, within the institutional site. SUMMARY ORDINANCE NO. 730A CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA A SUMMARY ORDINANCE GRANTING A FRANCHISE TO SPECTRUM MID - AMERICA, LLC L/K/A CHARTER COMMUNICATIONS TO CONSTRUCT, OPERATE, AND MAINTAIN A CABLE SYSTEM AND PROVIDE CABLE SERVICE IN THE CITY OF MONTICELLO, MINNESOTA NOTICE IS HEREBY GIVEN that, on November 12, 2019, Ordinance No. 730 was adopted by the City Council of the City of Monticello, Minnesota. Due to the lengthy nature of Ordinance No. 730, the following Summary Ordinance No. 712A has been prepared for publication as authorized by state law. The ordinance modifies the 15 -year cable television franchise with Charter Communications. Ordinance sections amended include: 1: General Provisions 2: Grant of Franchise 3 : System 4: Community Services 6: Indemnification, Insurance, Bonds 7: Miscellaneous Requirements A printed copy of the whole ordinance is available for inspection by any person during the City's regular office hours. The complete ordinance is effective the day of publication and will be posted on the city's website. APPROVED FOR PUBLICATION by the City Council of the City of Monticello, Minnesota, this 12th day of November, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill City Administrator VOTING IN FAVOR: VOTING IN OPPOSITION: CITY OF [ 1, MINNESOTA ORDINANCE NO. AN ORDINANCE GRANTING A FRANCHISE TO SPECTRUM MID -AMERICA, LLC rr ViR OPERATING r r r L/K/A CHARTER COMMUNICATIONS TO CONSTRUCT, OPERATE, AND MAINTAIN A CABLE SYSTEM AND PROVIDE CABLE SERVICE IN THE CITY OF r 1, MINNESOTA. RECITALS 1. This Cable Franchise Ordinance ("Franchise") is made and entered into by and between the City of r 1, a municipal corporation of the State of Minnesota ("City") and Spectrum Mid-America, LLCCC N1111 O oiwting LL C 1/k/a Charter Communications, a limited liability company ("Grantee"). 2. Pursuant to Ordinance No. ("Cable Ordinance"), the City is authorized to grant and issue a non-exclusive Franchise authorizing the Grantee to provide Cable Service and construct, operate, and maintain a Cable System in the City. 3. The Grantee has requested that its current franchise be renewed pursuant to Section 626(h) of the Cable Act. 4. Upon evaluation of Grantee's technical, financial, legal qualifications, completion of Franchise negotiations, and as a result of a public hearing, the City finds that it is in the best interests of the City and its residents to renew the Franchise with Grantee. 5. This Franchise is nonexclusive and is intended to comply with applicable laws and regulations. THE CITY COUNCIL OF THE CITY OF I I HEREBY ORDAINS: SECTION 1. GENERAL PROVISIONS Section 1.1 Definitions. Unless otherwise defined herein, the terms, phrases, and words contained in this Franchise have the meaning provided in the Cable Ordinance. Terms, phrases and words contained in this Franchise that are not defined here or in the Cable Ordinance will be as defined in applicable law. Section 1.2 Written Notice. All notices, reports, or demands required to be given in writing under this Franchise or the Cable Ordinance must be delivered personally to any officer of Grantee or the City Administrator or deposited in the United States mail in a sealed envelope, with registered or certified mail postage prepaid thereon, addressed to the party to whom notice is being given, as follows: If to City: With copies to If to Grantee: Gommunizations With copies to Chair, Sherburne/Wright Communications Commission c/o City of Buffalo 212 Central Avenue Buffalo, MN 55313 Spectrum Mid-America, Attn: Government Affairs 16900 Cedar Avenue South. Rosemount, MN 55068 Counties Cable LLCM Charter Communications Attn: VP of Government Affairs 601 Massachusetts Ave. NW, Suite 60OW Washington, DC 20001 Such addresses may be changed by either party upon notice to the other party given as provided in this Section. SECTION 2. GRANT OF FRANCHISE Section 2.1 Grant. a. Grantee is authorized to erect, construct, operate and maintain in, along, across, above, over and under the Rights -of -Way, now in existence and as may be created or established during the term of this Franchise any poles, wires, cable, underground conduits, manholes, and other conductors and fixtures necessary for the maintenance and operation of a Cable System in the City. Nothing in this Franchise shall be construed to prohibit the Grantee from offering any service over its Cable System that is not prohibited by federal, state or local law. b. This Franchise is granted pursuant to the Cable Ordinance, in all cases subject to and without waiving applicable law. This Franchise is a contract and except as to those changes which are the result of the City's lawful exercise of its general police powers, the City may not take any unilateral action which materially changes the explicit mutual promises in this contract. In the event of any conflict between the provisions of this Franchise and the Cable Ordinance, the provisions of this Franchise shall govern. c. This Franchise shall be nonexclusive and City may grant additional Franchises at any time. The City will not grant an additional Franchise on terms and conditions more favorable or less burdensome than those in this Franchise and Grantee shall have all rights provided by Section 14.4 of the Regulatory Ordinance in the event an additional Franchise(s) is granted. The City may impose additional terms and conditions in any additional Franchise. d. The City shall comply with Section 14.4 of the Cable Ordinance in the event an additional provider is legally authorized to provide Cable Service. e. Grantee acknowledges the City's right to issue this Franchise. Upon acceptance of this Franchise by Grantee as required by Section 8 herein, this Franchise shall supersede and replace any previous ordinance or other authorization granting a Franchise to Grantee, and all rights, obligations and claims under any previous Franchise are extinguished, except that the Grantee's obligation to indemnify the City against claims that arose during the term of the previous Franchise shall continue in full force and effect subject to applicable law. Section 2.2 Franchise Term. This Franchise will be in effect for a period of fifteen (15) years from the date of acceptance by the Grantee, unless sooner renewed or revoked. Section 2.3 Service Area. a. This Franchise is granted for the corporate boundaries of the City, as it exists from time to time, subject to the density requirement of Section 2.3.b below. The City will notify the Grantee in writing in the event the City annexes any areas that the Grantee will be required to serve subject to Section 2.3b below. b. The Grantee will extend its System and offer Cable Service, within a reasonable time, after a request for Service, to areas with a density of at least nine (9) residential units per one-quarter (1/4) cable mile of System, as measured from the nearest accessible Cable System tie-in point actively delivering Cable Service as of the date of such request for Service. Where the density is less than that specified above, the Grantee may require that Persons requesting Service pay a portion of the cost of the capital cost of the line extension in advance. The Grantee shall provide a free written estimate of the total cost for extension and the required payment amount within fifteen (15) days of the request for Service. The charge for Installation or extension for each Person requesting Service shall not exceed a pro rata share of the actual cost of extending the Service. Subscribers shall also be responsible for any standard/non standard installation charges to extend the Cable System from the tap to the residence. SECTION 3. SYSTEM Section 3.1 System Capacity. Grantee will continue to operate a System providing a minimum of at least 75 video programmed Channels throughout the term of this Franchise. The System must have return capability and permit "narrowcasting" as provided in Section 4.2(c). Section 3.2 Construction Deadline. Except for Grantee's System extension obligations pursuant to Section 2.3, System construction is substantially complete. Subject to Section 2.3b above, Grantee will use commercially reasonable efforts to complete any System extension and construction of new facilities for new developments contemporaneous with installation of other utilities. The City shall provide reasonable and timely advance written notice of the location of all new developments to Grantee. SECTION 4. COMMUNITY SERVICES Section 4.1 Commercial Video Programming. The Grantee will provide broad categories of video programming, including news, sports and entertainment. Section 4.2 PEG Access Facilities. a. Access Channels. The Grantee shall continue to dedicate two (2) Channels for public, education, and government access ("PEG Access") programming. The two (2) PEG Access Channels must be cablecast on the Basic Cable Service tier. All Subscribers who receive Cable Services offered on the System must receive the PEG Access Channels at no additional charge. Only to the extent required by Minn. Stat. §238.084, Subd. 1. (z) and permitted by applicable law, the VHF spectrum must be used for the provision of at least one (1) of the PEG Access Channels. Nothing herein shall diminish the City's rights to secure additional channels pursuant to Minn. Stat. § 238.084, Subd. 1(z), and applicable FCC regulations. b. Responsibility for PEG Access. The City will operate, administer, and manage PEG Access programming pursuant to this Section 4.2. The City may delegate its PEG Access authority and responsibilities to the Commission. The Grantee acknowledges that the Commission may coordinate the expenditure of Franchise Fees and PEG Capital Fees by and among the Commission's member municipalities. Nothing herein shall obligate the City to make equipment or channels available for public access programming or to any particular programmer. C. Narrowcast. The System currently allows one (1) PEG Access Channel to be "narrowcast;" i.e. permits a program to be cablecast on such Channel for viewing solely by Subscribers in one City while Subscribers in adjoining cities served by the Grantee and who are members of the Commission simultaneously view other programming on that Channel. Grantee shall continue to ensure that such narrowcasting is provided on the System. d. Live Origination. The Grantee shall continue to provide two-way capability permitting transmission of live programming from the public institutional sites listed in Exhibit A-1 attached. The Grantee shall not be required to provide end-user equipment. The City may designate relocated or additional live programming sites provided that the City shall pay the actual construction cost of connecting such relocated or additional live programming sites prior to the Grantee's construction of same. The Grantee must ensure that the System meets the technical standards attached as Exhibit B at all live origination sites. The Grantee must further ensure that the City can "narrowcast" programming originated from City Hall consistent with Section 4.2c. e. High Definition. (i) Within one hundred and twenty (120) days after the Effective Date, unless delayed by events out of Grantee's reasonable control, the Grantee shall convert the Commission's area -wide PEG Access Channel (i.e. the Channel that is not "narrowcast" to each member city pursuant to Section 4.2(c)) to high definition ("HD") provided that the programming signals are provided to the Grantee in HD and meet Grantee's technical specifications for HD channels. Thereafter, at such time as Grantee makes at least 90% of all non -PEG Channels available in HD, the Grantee shall also convert the "narrowcast" PEG Access Channel to HD provided that the programming signals are provided to the Grantee in HD and meet Grantee's technical specifications for HD channels. The City understands that, although the Grantee must ensure that the PEG Access Channels are cablecast on the Basic Cable Service tier and available to all Subscribers at no additional charge, the HD PEG Access Channel will not be located on the Basic Cable tier, the signal from the HD PEG Access Channels may not be available in HD on the Basic Cable tier of service, and Grantee shall have no obligation to carry PEG Access Channels in more than one format; i.e. dual carriage. Grantee's costs to purchase equipment to convert and distribute programming on the PEG Access Channels in HD will be reimbursed by the City or Commission in an aggregate amount not to exceed Seven Thousand Five Hundred Dollars ($7500.00) within sixty (60) days of receipt of invoices evidencing Grantee's expenditures. (ii) The City acknowledges that in order to receive Access Channels in HD format Subscribers may be required to buy or lease special equipment, or pay additional HD charges applicable to all HD services, f. PEG Access Capital Support. In addition to the requirements of Section 4.2(a) -(d) above, the Grantee shall collect and remit a PEG capital fee of up to eighty-five cents ($.85) per Subscriber, per month ("PEG Capital Fee"). The Grantee shall remit such payments on the same schedule as the Franchise Fee. All amounts paid shall be subject to audit and recomputation and acceptance thereof does not constitute an accord that amounts paid are correct. The PEG Capital Fee as of the Effective Date is eighty-five cents ($.85) per Subscriber, per month. Grantee may itemize any PEG Capital Fee on Subscriber's bills. Payment by Grantee must be separate from and in addition to any Franchise Fee. g. Use of PEG Capital Fee. The City and Grantee agree that the City will expend the PEG Capital Fees solely for capital costs (consistent with GAAP) associated with PEG Access. In consideration for Grantee's obligation to remit the PEG Capital Fee, the City agrees to provide financial support for PEG Access that is equivalent to the amount of PEG Capital Fees collected and provided to the City. Within sixty (60) days of written request, the City shall provide Grantee with an annual report of any expenditures of the PEG Access Capital Fee to insure such fees are used for capital costs related to PEG Access. The report shall also demonstrate how the City fulfilled its requirement to provide matching support for PEG Access. Based on the report, the Grantee may send a written notice to the City alleging that the City failed to demonstrate that the PEG Capital Fee was used for capital or that matching PEG Access support was provided. The City shall have thirty (30) days after receipt of the written notice to provide additional information demonstrating compliance with the requirements of this Section. If the Grantee continues to allege that the City has not complied with its obligations herein, the Grantee may provide written notice of its intent to reduce and/or discontinue collecting and remitting the PEG Capital Fee. If the City disputes the Grantee's actions, it may initiate any enforcement action under the Cable Ordinance it deems appropriate. h. Access Rules. The City may implement rules governing PEG Access Channels and programming. i. Paritv of Obligations. The City will impose equivalent PEG Access obligations on any other franchised provider of Cable Service in the City. Section 4.3 Drops and Service to Public Buildings. a. Subiect to applicable law, tT-he Grantee must provide, without charge, monthly Basic Cable Service and Cable Programming Service (excluding pay -per -channel or pay -per -program), one (1) Drop, one (1) outlet, and one (1) Converter of the type and functionality made available to Subscribers ("Complimentary Service") to the public institutional sites listed in Exhibit A-2 attached which are served as of the Effective Date. The programming provided by Grantee is not for public display. The City shall hold the Grantee harmless for any copyright, or other penalties, incurred due to improper use of free service. If additional Converters or other customer premises equipment ("CPE") are required to receive Complimentary Service, Grantee reserves the right to charge the institution the published rate for such CPE consistent with applicable law. b. Subiect to aoolicable law, tThe Grantee shall connect such additional public administration buildings as the City may subsequently designate, provided however, that the Grantee shall only be required to pay the cost of the first one hundred and fifty (150) feet of any necessary System or Drop construction as measured from an accessible Svstem tie-in point activelv delivering Cable Service, and further provided that the City or institution shall pay any additional mutually agreed upon construction cost. The Grantee will have a reasonable time from the designation of additional sites to complete extension. Institutions may add outlets at their own expense. The Grantee shall only be required to provide Complimentary Service to the extent a newly designated building replaces a site previously receiving such service. Section 4.4 Receipt of Subscriber Payments The Grantee must maintain a convenient means for Subscribers to make payments such as the ability to make payments electronically via a company website. SECTION 5. ADMINISTRATION PROVISIONS Section 5.1 Franchise Fee. a. The Grantee shall pay a Franchise Fee to the City in an amount equal to five percent (5%) of its Gross Revenues. The Grantee shall remit Franchise Fee payments to the City on a quarterly basis within 60 days of the close of the preceding calendar quarter. Payments shall be based on Gross Revenues generated during the preceding calendar quarter. In the event Grantee offers a bundle or package of Cable Services and non -Cable Services at a discounted rate, the Grantee must allocate revenues between Cable Services subject to the Franchise Fee and non -Cable Services that are not subject to the Fee on a proportionate pro rata basis in accordance with Generally Accepted Accounting Principles ("GAAP"). In no event shall the Grantee allocate the revenues to evade its Franchise Fee obligations under this Franchise or to disproportionately reduce Gross Revenues. b. Each Franchise Fee payment must be accompanied by a report in form reasonably acceptable to City detailing the computation of the payment. All amounts paid are subject to audit and recomputation by the City, and acceptance of any payment must not be construed as an accord that the amount paid is in fact the correct amount. In accordance with Minn. Stat. § 541.05, any action to recover Franchise Fees must be commenced within three (3) years of receipt of the Franchise Fee payment or due date for such payment. C. In the event that any Franchise payment or recomputed payment is not made on or before the dates specified herein, Grantee shall pay an interest charge, computed from such due date, at the annual rate of one percent over the prime interest rate. Section 5.2 Rules of Grantee. The Grantee may promulgate such rules, terms and conditions governing the conduct of its business provided that such rules, terms and conditions must not be in conflict with the provisions of this Franchise, the Cable Ordinance, or applicable laws or regulations. SECTION 6. INDEMNIFICATION, INSURANCE, BONDS AND SECURI ry FUND Section 6.1 Indemnification. By acceptance of this Franchise, the Grantee agrees to indemnify, defend, and hold the City harmless in accordance with the Cable Ordinance. Section 6.2 Insurance. At the time of acceptance of this Franchise, the Grantee will file with the City a Certificate of Insurance in accordance with the Cable Ordinance. The Grantee must maintain such insurance for the entire term of this Franchise. Section 6.3 Performance Bond. a. The Grantee must furnish to the Commission, for the benefit of all member cities of the Commission, a single performance bond in the amount of Fifty Thousand Dollars ($50,000.00) in a form and substance reasonably acceptable to the Commission. The single bond provided to the Commission shall comply with the parallel bonding requirements imposed by the other members of the Commission. The Grantee must maintain the bond until this Franchise expires or is terminated. b. The bond shall be conditioned upon Grantee's faithful performance in accordance with the terms of this Franchise, the Cable Ordinance, and applicable laws and regulations. The bond must provide that in the event the Grantee fails to comply with any law, ordinance or regulation, any damages or loss suffered by the City as a result, including the full amount of any compensation, indemnification or cost of removal or abandonment of any property of the Grantee, plus a reasonable allowance for attorneys' fees and costs, up to the full amount of the security, will be recoverable jointly and severally from the principal and surety of the bond, and further guaranteeing payment by the Grantee of claims, liens and taxes due the City which arise. In the event this Franchise is revoked or the rights hereunder relinquished or abandoned by Grantee, the City is entitled to collect any resultant damages, costs or liabilities incurred by the City. C. The City and Grantee acknowledge that it may be difficult or impossible to accurately quantify actual damages or losses suffered by the City due to a violation or unsatisfied obligation under this Franchise, the Cable Ordinance, or applicable laws or regulations. c,,eh violationsor- satisfied oblig,+ono may, ,,,,,,ever-, be presumed to i. -a,..,., the-City-a*d tl� pablis's interest. Accordingly, the City may, in its reasonable discretion, collect liquidated damages in an amount of up to Two Hundred and Fifty Dollars ($250.00) per violation of any provision of this Franchise, the Cable Ordinance, or applicable laws or regulations in an amount not to exceed Five Thousand Dollars ($5,000.00) in any calendar year. Each violation may be considered a separate violation for which separate liquidated damages can be imposed. d. In the event the City will make any claim against the bond or otherwise seeks to assess liquidated damages, the City must comply with Section 14 of the Cable Ordinance governing enforcement of this Franchise. e. The City's rights herein are in addition to all other rights the City may have and the City's exercise of such rights does not constitute an exclusive remedy nor limit any other right. SECTION 7. MISCELLANEOUS REQUIREMENTS Section 7.1 Amendment of Franchise Ordinance. The Grantee and the City may mutually agree, from time to time, to amend this Franchise. Any changes, modifications or amendments to this Franchise must be made in writing, signed by the City and the Grantee. Nothing herein is intended to expand or diminish the rights given to City under state law. The City reserves its lawful rights, including its police powers, ordinance -making authority, and under power of eminent domain law. Section 7.2 Force Majeure. In the event Grantee's performance of this Franchise is prevented due to a cause beyond its reasonable control, such failure to perform must be excused for the period of such inability to perform. Section 7.3 Severability. If any term, condition or provision of this Franchise or the application thereof to any Person or circumstance is held, to any extent, invalid, preempted or unenforceable, the remainder and all the terms, provisions and conditions herein must, in all other respects, continue to be effective provided the loss of the invalid, preempted or unenforceable provisions do not substantially alter the agreement between the Parties. In the event a law, rule or regulation is subsequently repealed, rescinded, amended or otherwise changed so that the Franchise provision which had been held invalid, preempted or modified is no longer in conflict therewith, such Franchise provision will return to full force and effect and thereafter be binding upon thirty (30) days written notice to the Grantee. Section 7.4 Nonenforcement by City. The Grantee is not relieved of its obligations to comply with this Franchise or the Cable Ordinance due to any failure or delay of the City to enforce prompt compliance. The City and Grantee may only waive its rights by expressly so stating in writing. Section 7.5 Rights Cumulative. All of the City's and Grantee's rights and remedies pursuant to this Franchise are in addition to and not exclusive of any and all other rights and remedies available to the City or Grantee. Section 7.6 Work Performed by Others. All obligations of this Franchise apply to work performed by any agent, subcontractor or other Person performing any work or services on behalf of the Grantee pursuant to this Franchise to the extent applicable, however, in no event will any such Person obtain any rights to maintain and operate a System or provide Cable Service. Section 7.7 Entire Agreement. This Franchise sets forth the entire agreement between the parties respecting the subject matter hereof. All agreements, covenants, representations, and warranties, express and implied, oral and written, of the parties with regard to the subject matter hereof are contained herein. No other agreements, covenants, representations or warranties, express or implied, oral or written, have been made by any party to another with respect to the matter of this Franchise. All prior and contemporaneous conversations, negotiations, possible and alleged agreements, representations, covenants and warranties with respect to the subject matter hereof are waived, merged herein and therein and are superseded hereby and thereby. SECTION 8. ACCEPTANCE OF FRANCHISE Section 8.1 Publication and Effective Date. This Franchise will be effective on the date of acceptance by Grantee. This Franchise shall be enacted and published in accordance with applicable local and Minnesota law. Section 8.2 Time for Acceptance. a. The Grantee must accept this Franchise within sixty (60) days of enactment by the City, unless the time for acceptance is extended by the City. Acceptance by the Grantee will be deemed the grant of this Franchise for all purposes. b. Upon acceptance of this Franchise, the Grantee and City will be bound by all the terms, conditions and obligations contained herein. Section 8.3 Manner for Acceptance. The Grantee must accept this Franchise in the following manner: a. The Franchise must be fully executed and acknowledged by Grantee and delivered to the City. b. The Grantee must also deliver any construction bond and insurance certificates required herein that have not previously been delivered, with its acceptance. Section 8.4 Failure to Accept. In the event the Grantee does not timely accept this Franchise in accordance with the requirements herein, this Franchise and all rights granted herein are null and void. Passed and adopted this of , 2019. CITY OF f LI -A Its: Its: ACCEPTED: This Franchise is accepted and we agree to be bound by its terms and conditions. SPECTRUM MID -AMERICA, LLC CC Vill OP u ATING LLC L/K/A CHARTER COMMUNICATIONS Bv: Charter Communications, Inc. Its: Manager By: Name Ito: Its: Date: 12019 EXHIBIT A -I (Live Origination Sites) City of Big Lake, City Hall 160 Lake St N, Big Lake, MN 55309 City of Buffalo, City Hall* 212 Central Ave, Buffalo, MN 55313 City of Cokato, City Hall 255 Broadway Ave S, Cokato, MN 55321 City of Cokato, Fire Hall 745 7th Street SW, Cokato, MN 55321 City of Dassel, City Hall 460 3rd St, Dassel, MN 55325 City of Delano, City Hall 234 2nd St N, Delano, MN 55328 City of Elk River, City Hall 13065 Orono Pkwy NW, Elk River, MN 55330 City of Maple Lake, City Hall 10 Maple Ave S, Maple Lake, MN 55358 City of Rockford, City Hall 6031 Main St, Rockford, MN 55373 City of Watertown, City Hall 309 Lewis Ave S Ste 1, Watertown, MN 55388 City of Monticello, City Hall 505 Walnut St Ste 1, Monticello, MN 55362 • In Buffalo City Hall, Grantee shall continue to provide two (2) Converters free of charge for program monitoring purposes and two-way connectivity for two (2) programming streams originating from this site. EXHIBIT A-2 (Complimentary Service Sites) Citv Hall Locations City of Big Lake, City Hall 160 Lake Street North, Big Lake MN 55309 City of Buffalo, City Hall 212 Central Avenue Buffalo, MN 55313 City of Cokato, City Hall 255 Broadway Avenue South, Cokato, MN 55321 City of Dassel, City Hall 460 3rd Street Dassel, MN 55325 City of Delano, City Hall 234 2nd Street North Delano, MN 55328 City of Elk River, City Hall _13065 Orono Parkway NW, Elk River, MN 55330 City of Maple Lake, City Hall 10 Maple Avenue South, Maple Lake, MN 55358 Citv of Rockford, Citv Hall 6031 Main Street Rockford, MN 55373 City of Monticello, City Hall 505 Walnut Street Monticello, MN 55362 City of Reekfard, ! ;tom, Hall tin�2ain moot Reekf ray "RI 5537-3 City of Watertown, City Hall 309 Lewis Avenue South, Watertown, MN 5535855313 SWTV - Area Wide Channel- (Located in Buffalo City Hall) 212 Central Avenue Buffalo, MN 55313 Public Safetv Locations Big Lake Police Department -790 Minnesota Avenue, Big Lake, MN 55309 Big Lake Fire Department —20243 County Road 43, Big Lake, MN 55309 Big Lake Public Works 18041 198th Avenue, Big Lake, MN 55309 Buffalo Police Department —215 1 st Avenue NE, Buffalo, MN 55313 Buffalo Fire Department - —Station 1 - 212 Central Avenue, Buffalo, MN 55313* Buffalo Fire Department - —Station 2 - 209 Atlas Avenue,— NE, Buffalo, MN 55313 Buffalo Streets and Parks —1303 County Road 134, Buffalo, MN 55313 Buffalo Utilities Campus —503 Lake Blvd. NW, Buffalo, MN 55313 Cokato Fire Department 745 7th Street SE, Cokato, MN 55321 I Cokato Public Works 695 Cokato Street East, Cokato, MN 55321* Delano Fire Station 245 2nd Street North, Delano, MN 55328 Delano Public Works 102 County Road 30 SE, Delano, MN 55328* Dassel Fire Department —426 2nd Street North, Dassel, MN 55325 Elk River Police Department 13077 Orono Parkway, Elk River, MN 55330 Elk River Fire Department - Station 1 - 415 Jackson Street, Elk River MN 55330 Elk River Fire Department - Station 2 - 13073 Orono Parkway, Elk River, MN 55330 Elk River Emergency Operations Center 13077 Orono Parkway, Elk River, MN 55330 Elk River Public Works 19000 Proctor Road NW, Elk River, MN 55330 Maple Lake Fire Department 106 Division Street West, Maple Lake, MN 55358 Maple Lake Pubic Works —441 Oak Avenue South, Maple Lake, MN 55358 Monticello Fire Department _(Current Address) -6th Street West, Monticello, MN 55362 Monticello Fire Department (NovNovember 2019) 101 Chelsea Road, Monticello, MN 55362* Monticello Public Works —909 Golf Course Road, Monticello, MN 55362 Rockford Fire Department —6700 Main Street, Rockford, MN 55373 Rockford Public Works 6551 Utility Drive, Rockford, MN 55373 Watertown Fire Department –401 Carter Street NE, Watertown, MN 55388 Watertown Public Works 700 Lewis Avenue North, Watertown, MN 55388 *The Grantee's rights to recover its actual, demonstrated costs of eompleted suehcom-pletim4 these connections shall be governed by Section 4.3b3b. of the Franchise. EXHIBIT B (Technical Standards- Live Origination Sites) With respect to all sites listed in Exhibit A, the System shall meet or exceed the following requirements: 1. The System shall operate in conformance with the technical standards promulgated by the FCC pursuant to Title 47, Section 76.601 to 76.617, as may be amended or modified from time to time. 2. The System shall be capable of continuous 24-hour operation without signal degradation. 3. The System shall be capable of operation without failure, material performance changes or signal degradation over an outdoor temperature range of -40 degrees F to +130 degrees F and over a variation in supply voltages from 105 to 130 volts AC. 4. The System will provide access channel connections up to the demarcation point, both upstream and downstream, without material signal degradation or deterioration and with signal quality equal to or better than any other channels. Material signal degradation or deterioration where any signal problem including ghosting or other audio or visual distortion or interference is apparent without special testing. The Grantee shall not be responsible for technical problems deriving from facilities or equipment located beyond the demarcation point, within the institutional site. City Council Agenda: 11/12/2019 2F. Consideration of adopting a revised Joint Powers Agreement for the Central Mississippi River Regional Planning Partnership. (JO) A. REFERENCE AND BACKGROUND: City Council is asked to consider adopting a revised Joint Powers Agreement reflecting the changes that occurred as the Highway 25 Coalition transitioned into the Central Mississippi River Regional Planning Partnership (CMRP). In addition to changing its name, the group has shifted its focus from exclusively planning transportation improvements to broadly examining regional land use and development opportunities to determine how to best advance the region's quality of life. Following the changes in mission and goals, as well as the addition of a process facilitator, CMRP member cities acknowledged a need to update the Joint Powers Agreement (JPA) guiding the group. The document City Council is asked to consider used the original JPA as a starting point, and then the document was modified to fit the evolving needs of the organization. Listed below are several highlights of the agreement deserving special note: A provision was added to provide a mechanism for jurisdictions to join the Partnership. Previously, membership was limited to the original 7 and did not provide a simple way for other jurisdictions to join. Since this is a regional planning effort, it makes sense for neighboring jurisdictions to have the latitude to join, and there has been some interest by area townships to participate as voting members. Please note that if a jurisdiction does not join, it still remains as a non-voting stakeholder and is eligible to provide input on planning efforts. Each jurisdiction will receive a regular update to ensure that member entities are informed of progress and provided with an opportunity to ask questions and consider ideas. • The cost to join is the same as the annual contribution rate paid by all members. This is currently $15,000. The budget and associated annual contribution rate are determined every July through the budget and goal setting process. The contribution is calculated as follows: The two counties pay half of the total revenue needed. The remaining half is split evenly between the participating 5 cities and townships. If a new member joins, it pays the prevailing annual contribution amount. The following year, the annual contribution would be based on the new number of member jurisdictions. • Each paying member has an equal vote with at least one member on each side of the Mississippi River needing to vote in the affirmative for a motion to pass. • Every July the group must review and evaluate the activities of the partnership for consistency with the mission and the individual needs of each jurisdiction. This provides the opportunity to identify concerns and potential course corrections needed to assure continued cooperation and collaboration. City Council Agenda: 11/12/2019 Please note, the revised JPA does not reduce the autonomy and decision-making authority of the member entities. The goal of the Partnership is to provide cooperative land use planning and an economic development framework that all jurisdictions can embrace, but decisions about implementing any plans are the prerogative and responsibility of each member. Al. Budget Impact: There is no additional budget impact to the revised JPA. Monticello's annual contribution to the Partnership is $15,000 and is already in the budget. A2. Staff Workload Impact: The new JPA describes a wider scope of activity and staff involvement over time than envisioned under the original Highway 25 Coalition JPA. The community development director, city engineer and communications coordinator will likely experience a workload increase associated with supporting the efforts of the Partnership. In addition to the general support as a member city, Monticello will be responsible for the maintaining the website and social media presence. Sherburne County and Wright County are providing significant administrative support and Big Lake Township is providing accounting and bill paying services. B. ALTERNATIVE ACTIONS: 1. Motion to adopt the Joint Powers Agreement for the Central Mississippi River Regional Planning Partnership. 2. Motion to deny adoption as proposed. C. STAFF RECOMMENDATION: City staff and council representative Mayor Stumpf support Alternative #1. Staff is excited about the prospect of participating in a collaborative effort with the potential to positively shape development in the greater region for years to come; adoption of this revised JPA is an important part of the process. D. SUPPORTING DATA: A. Highway 25 Coalition Joint Powers Agreement B. Central Mississippi River Regional Planning Partnership Joint Powers Agreement C. Summary of Revisions D. CMRP Presentation — August 2019 HIGHWAY 25 CORRIDOR COALITION JOINT POWERS AGREEMENT This joint powers agreement (the "Agreement") is entered into this 9th day of February, 20171 by and between the Cities of Monticello, Big Lake and Becker, municipal corporations under the laws of Minnesota, Big Lake and Becker Townships, public corporations under the laws of Minnesota, and Sherburne and Wright Counties, bodies corporate and politic under the laws of Minnesota, The parties to this Agreement are hereafter referred to individually as "Member(s)" and collectively as the "Highway 25 Coalition." RECITALS WHEREAS, Minnesota Statute § 471.59 authorizes the joint and cooperative exercise of powers common to the Members; and WHEREAS, State Highway 25 between I-94 and State Highway 10 (the Corridor) has become a vital local transportation artery supporting the social and economic well-being of the Members; and WHEREAS, the Highway 25 Corridor between I-94 and State Highway 10 is an important connecting link to two major highways that serves a growing regional and statewide traffic demand; and WHEREAS, transportation pressure along the Corridor has grown sharply in recent decades mirroring the growth of State, regional and local populations which have caused a significant erosion of traffic capacity; and WHEREAS, with the growth of local, regional and statewide traffic, along with the increase in rail activity, the Highway 25 Corridor between I-94 and State Highway 10 has become increasingly congested. Continued growth is destined to further degrade the operation of the Corridor which will hamper economic development and negatively impact all that travel along and across it on a daily or periodic basis; and WHEREAS, a pre-existing development pattern, the Mississippi River and Burlington Northern railroad all present physical challenges to development and operation of a corridor with sufficient capacity to meet existing and future needs; and WHEREAS, given the availability of undeveloped land and projected growth in traffic demand over time, it is appropriate for member communities to engage in a joint planning effort for the sake of efficient and orderly transportation facilities development; and WHEREAS, failure to plan and develop improvement priorities will ultimately result in added cost and lost opportunities for members of the Highway 25 Coalition and the State of Minnesota; and 1846490 WHEREAS, the potential of gaining grant funds, as well as State and Federal funding assistance, for Corridor related improvements are greatly enhanced through development of a unified voice; and WHEREAS, each Member has adopted a Resolution finding that it is in the best interests of the citizens of each jurisdiction to enter into this Agreement. NOW THEREFORE, pursuant to Minnesota Statutes § 471.59, and in consideration of the mutual undertakings herein expressed, the parties agree as follows: 1. The Highway 25 Coalition mission is to have the Corridor appropriately expanded to operate effectively to create timely mobility for workers and emergency response while saving and enhancing lives through reducing crashes, eliminating rail conflicts and encouraging more broad economic growth and better connected communities. 2. Activities of the Highway 25 Coalition to include the following; a. Examination of the impacts of continued growth in Member jurisdictions on traffic patterns. b. Conducting traffic studies defining and identifying priority improvements. C. Preparation of collaborative project design and delivery recommendations. d. Study of various transportation risks associated with improvement alternatives and associated timing of the construction of improvements. e. Identification and application for funding of activities via grant programs. f. Development of unified effort among local and state interests in obtaining funding of improvements to include: (i) providing input and leadership within each Member community on matters pertaining to Corridor improvement planning and implementation; and (ii) advocacy at the State and Federal level. g. Partnering with MNDOT on regional transportation decisions and involvement in regional policy decisions and discussions. h. Incorporation of public input in planning efforts. i. Related and ancillary activities or common issues associated with the Highway 25 corridor. 3. Joinder of Member Political Subdivisions. The undersigned Members hereby agree to join together for the purpose of coordinating short and long term Corridor planning and 2 1846490 system funding efforts and establishing a joint funding source for said activities through establishment of the Highway 25 Corridor Coalition. This Agreement shall become effective upon adoption of a resolution by the governing body of no less than 5 Members, and shall be binding on all the Members who have joined through adoption of a resolution by their respective governing bodies for five (5) years from the date the last original member executes the agreement, unless otherwise extended or amended by the Members that have signed this Agreement. Near the end of the term of the Agreement, Members will assess the effectiveness of the organization and determine whether or not to continue or disband. 4. Highway 25 Coalition Board Composition. Each Member shall appoint annually a representative to the Highway 25 Coalition Board. Each Member may appoint an alternate representative who may act in the place and stead of an absent representative from that Member jurisdiction. 5. Meetings. The Board shall meet at least quarterly on a schedule determined by the Board. All meetings of the 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 Board Chair or upon written request of three (3) or more members of the Board. Written notice of any special meetings shall be sent to all 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 Board include, but are not limited to, expending funds for the purposes noted above including: a. Approve a work plan and annual budget. In July of each year, the Highway 25 Coalition will establish a work plan and budget for the following fiscal year. b. Although projects are intended to be completed within a prescribed budget approved on an annual basis, the Board has the flexibility to modify work plan and associated expenditures as it deems necessary to support the mission of the Highway 25 Coalition. In addition, the Board has the option to seek additional funding from its Members outside of the budget as needs arise. C. Seek grant funds supporting planning efforts and to utilize funds on hand as necessary to meet grant program fund matching requirements. d. Apply for, receive, and expend State and Federal funds available for funding goals of the Highway 25 Coalition, as well as funds from other lawful sources, including donations. e. Enter into contracts with public or private entities as the Board deems necessary to accomplish the purpose for which the Board is organized, including, but not limited to, the use of consultants. 1846490 3 f. Obtain such insurance as the Board deems necessary for the protection of the Board, its property, members of the Board, and Members. 7. Funding Formula and Accounting. In January, each Member shall contribute its share of the annual budget based on the following formula: a. Sherburne County and Wright County to evenly split 50% of the total cost. b. City of Monticello, City of Big Lake, City of Becker, Big Lake Township and C. Becker Township and other local jurisdictions that so choose to join will evenly split the remaining 50% of the total cost. d. Accounting services supporting Highway 25 Coalition activities shall be provided by one of its Members with this assignment made by the Board on an annual basis or as needed. 8. Jurisdiction Liaison Responsibilities. Individual Board members and associated staff are responsible for maintaining ongoing communication with the Board he/she represents to include presentation of the annual work plan and budget to their Board. 9. Voting. Each Member shall have one vote on the Board. A quorum shall consist of a simple majority (51%) of representatives from the membership. An affinnative five sevenths (5/7) vote of all the members of the Board shall be required by the Board to take any action, including, but not limited to, the actions as listed in Item 6 (Powers and Duties), however, at least one of the affirmative votes for any action must be cast by Members located on opposite sides of the Mississippi River. 10. Officers. There shall be a chair, a vice chair, and a secretary elected from the members of the Board at the initial meeting of each year. The Board may elect or appoint such other officers as it deems necessary to conduct its meetings and affairs. 11. Effective Date/Termination. This Agreement shall become effective upon execution by all of the Members after adoption of an authorizing resolution by the governing body representing each Member jurisdiction and shall continue in effect for five (5) years after the date of execution of the last Member to execute this Agreement. This Agreement shall remain in effect until a party hereto gives notice to the Board of its intention to withdraw. Notice of withdrawal must be given by July 1St of a given year. Termination will be effective at the conclusion of the calendar year. This Agreement shall remain in effect as to the remaining Members provided that there are three (3) or more Members who desire to continue operating the Board. The withdrawing Member shall not be entitled to compensation or distribution of any assets of the Board. In the event of dissolution of the Board, all remaining funds after satisfaction of all payments and other financial obligations shall be returned to the Members in the same manner in which the Members contributed funding to the Board in the last full calendar year prior to dissolution. 4 1846490 12. No Waiver. Nothing herein shall be construed to waive or limit any immunity from, or limitation on, liability available to any jurisdiction, whether set forth in Minnesota Statutes, Chapter 466 or otherwise. 13. Entire Agreement. This Agreement contains the entire agreement between the parties and supersedes all oral agreements, representations between the parties relating to the subject matter thereof. Any alteration, variation, modification or amendment of this Agreement shall be valid only if in writing and executed by all parties. 14. Titles of Sections. The titles of sections of this Agreement are inserted for convenience of reference only and shall be disregarded in constructing or interpreting any of the provisions hereof. 15. 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. 16. Governing Law. This Agreement shall be interpreted in accordance with the laws of the State of Minnesota. 17. Indemnification and Hold Harmless. The Highway 25 Corridor Coalition shall fully defend, indemnify and hold harmless the Members against all claims, losses, liability, suits, judgments, cost and expenses by reason of the action or inactions of the Board and/or employees and/or the agents of the Highway 25 Corridor Coalition, except for any act or omission for which the Member's employee is guilty of malfeasance, willful neglect of duty or bad faith. This Agreement to indemnify and hold hannless does not constitute a waiver by the Highway 25 Corridor Coalition, any Member or any participant of the limitations on liability provided under Minn. Stat. § 466.04. To the full extent permitted by law, actions by the Parties pursuant to this Agreement are intended to be and shall be construed as a "cooperative activity" and it is the intent of the parties that they shall be deemed a "single governmental unit" for the purposes of liability, all as set forth in Minn. Stat. § 471.59, subd. 1 a(a); provided further that for purposes of that statute, each party to this Agreement expressly declines responsibility for the acts or omissions of the other parties . The parties to this agreement are not liable for the acts or omissions of the other participants to this Agreement except to the extent to which they have agreed in writing to be responsible for acts or omissions of the other parties. Each Member acknowledges and agrees that it is insured or self-insured consistent with the limits established in Minnesota State Statute. Each Member agrees to promptly notify 5 1846490 all parties if it becomes aware of any potential Board related claim(s) or facts giving rise to such claims. 18. Data Practices. All government data shall be handled in accordance with the Minnesota Government Data Practices Act and Federal and State laws and regulations concerning the handling and disclosure of data. All contracts entered into by the Highway 25 Coalition shall contain a provision which requires the vendor to comply with and defend and indemnify the Members for a violation of this provision. 19. Counterparts. This Agreement may be executed in counterparts, each one of which will constitute one and the same instrument. 20. Waiver. In the event that any provision contained in this Agreement should be breached by any party and thereafter waived by any other party, such waiver shall be limited to the particular breach so waived and shall not be deemed to waive any other concurrent, previous or subsequent breach hereunder. 21. Amendments. This Agreement may be amended only by unanimous agreement of the Members as evidenced by resolutions adopted by their respective governing bodies. 22. Disputes. The Members 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 Boards. (Signatures contained on following pages.) 1846490 01130/2017 11:08 7632633660 TOWN-OF BIG LAKE PAGE 02/02 RECEIVED 01/30/2017 10:37 7632633660 TOWN-OF BIG LAKE 01/30/2017 10:28AM 7632638441 ROBERT HOFER PAGE 01101 0 Board'opervisor " A'N`TES Ewe: oar rte ..,..... '' .' • �I s i ' r " s ti City of Big Lake Mayor ATTEST: City 1lis r for 184649v6 SYGNATURE YAGIE TO HIGHWAY 25 CORRIDOR COALIT-Oil JOINT POWERS AGREEMENT Date: bi°x'17 SIGNATURE PACE TO HIGHWAY 25 CORR�BOR COALITI ON JOINT POWERS AGREEMENT City of Mouticeflo By Date: Mayor ATTEST: Date: l -7 Cit inistrator 184649v6 0 SIGNATURE PAGE TO HIGHWAY 25 CORRIDOR COALITION JOINT POWERS AGREEMENT Wright County By Date: I -Zy-i7 Board of Commissioner Mir it AT EST: Dater ounty CooRinator 10 184649v6 SIGNATURE PAGE TO HIGHWAY 25 CORRIDOR COALITIO jOINT POWERS AGREEMENT I Sherburne Countv Date: si r Board of Col m 4 s Chair ATTR S7 Date: 17 Comity emidijjntor ry-1 k �,5+v'a 11 1840490 SIGNATURE PAGE TO HIGHWAY 25 CORRIDOR COALITION JOINT POWERS AGREEMENT Becker Township d' M By -. Jam -1-) ATTEST: ... ... . . . 11 4z 9"- 1 � .. _ _. Board Clerk I84649vb Date:��/! � i Date: 12 0", ®f Becker ay M_ a� ayor TEST: City din piistrlaor 194649%,6 SIGNATURE PAGE TO HIGHWAY 25 CORRIDOR COALITION JOINT POWERS AGREEMENT Date: F-e-,�910617 Date: 13 This joint powers agreement (the "Agreement") is entered into this November 1, 2019, by and between the Cities of Monticello, Big Lake, and Becker, municipal corporations under the laws of Minnesota, Big Lake and Becker Townships, public corporations under the laws of Minnesota, and Sherburne and Wright Counties, bodies corporate and politic under the laws of Minnesota, The parties to this Agreement are hereafter referred to individually as Partners and collectively as the Central Mississippi River Regional Planning Partnership. RECITALS WHEREAS, Minnesota Statute § 471.59 authorizes the joint and cooperative exercise of powers common to the Partners; and WHEREAS, State Highway 25 corridor between 1-94 and State Highway 10 is an important connecting link to two major highways that serves a growing regional and statewide demand; and WHEREAS, unmanaged growth is likely to hamper economic development in the region and negatively impact quality of life; and WHEREAS, pre-existing development patterns, the Mississippi River, major roadways, and Burlington Northern railroad all present physical challenges to development and functionality in the region and challenge the region's ability to meet existing and future needs; and WHEREAS, given the availability of undeveloped land and projected growth over time, it is appropriate for member communities to engage in a joint planning effort for the sake of efficient and orderly regional development and improvements; and WHEREAS, failure to plan and develop improvement priorities will ultimately result in added cost and lost opportunities for members of the Partnership and the State of Minnesota; and WHEREAS, the potential of developing collaborative projects, gaining grant funds, and securing State and Federal funding assistance for regional improvements is greatly enhanced by a unified regional voice; and WHEREAS, each Partner has adopted a Resolution finding that it is in the best interests of the people of each jurisdiction to enter into this Agreement. NOW THEREFORE, pursuant to Minnesota Statutes § 471.59, and in consideration of the mutual undertakings herein expressed, the parties agree as follows: Article 1 Purpose 1.1 Mission. The general purpose of this joint body is to develop and implement a compelling regional vision and framework that guides local decisions on thoughtful and collaborative planning, growth, and development to benefit both individual jurisdictions and the region as a whole. 1.2 Activities. Consistent with its mission, the activities of the Partnership will generally include the following: a. Examining the impacts of growth on Partner jurisdictions. b. Conducting studies defining and identifying priority improvements. c. Preparing collaborative project design and delivery recommendations. d. Studying various risks associated with improvement alternatives and associated timing of the construction of improvements. e. Developing unified efforts across local and state interests to advocate for and secure public and grant funding for priority activities. f. Building strong relationships with other jurisdictions, agencies, and groups committed to the Partnership's priorities to contribute to regional policy decisions and discussions. g. Incorporating key stakeholder input in planning efforts and decisions. h. Related and ancillary activities or common issues associated with the Partnership's priorities as they evolve over time. Article 2 Organization 2.1 Name. The name of this joint powers entity shall be the "Central Mississippi River Regional Planning Partnership, sometimes referred to herein as the "Partnership." 2.2 Membership. Membership in the Central Mississippi River Regional Planning Partnership shall consist of the parties to this Agreement. Individual members are referred to herein as "Partners." Additional governmental units that are contiguous to any of the existing membership may become a party to this Agreement upon approval of the Board by three-fourths (75%) majority vote, upon approval of this Agreement by the new member's governing body. 2.3 Partnership Board. There shall be a governing board to oversee the operation of the Partnership. Each Partner shall appoint an elected representative from their jurisdiction to the Partnership Board. Each Partner may appoint an alternate representative who may act in the place and stead of an absent representative from that Partner jurisdiction. Representatives shall serve indefinite terms at the discretion of the appointing Partner so long as they continue to hold elected office. Partners shall promptly fill any vacancies. Individual Board members are responsible for maintaining ongoing engagement with the Partner he/she represents, including the annual work plan, budget, key initiatives, and issues. 2.4 Officers. The Board shall annually elect a chair, vice chair, and treasurer from the members of the Board at the initial meeting of each year. The Board may elect or appoint such other officers as it deems necessary to conduct its meetings and affairs. 2.5 Meetings. The Board shall meet at least quarterly on a schedule and at such times and places as established by the Board through an annual resolution or in its bylaws. All meetings will be posted and 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 Board Chair or upon written request of 3 or more members of the Board. Written notice of any special meetings shall be sent to all Board members and to the Clerk of each Partner jurisdiction to comply with posting requirements. 2.6 Quorum; Voting. A quorum shall consist of not less than 51% of Board members or alternates. Each Partner shall have one vote on the Board. Board actions shall be determined by a majority of the votes cast, however, at least one of the affirmative votes must be cast by Partners located on opposite sides of the Mississippi River. 2.7 Bylaws. The Board may adopt bylaws to govern its operations. 2.8 Records. The Board shall maintain records, agreements, accounts and reports as required by Minn. Stat. ch. 13, and Minn. Stat. §§ 1313.01 and 15.17. The Board may appoint a Secretary from its members to maintain its records, minutes, notices and other documents. Article 3 Powers and Duties 3.1 General Powers. The Board is authorized to exercise such authority and powers common to the Partners as is necessary and proper to fulfill the Partnership's purpose and to perform its duties. Such authority shall include the specific powers and duties enumerated in this Agreement or in the bylaws, to the extent consistent with this Agreement. 3.2 Specific Powers and Duties. The powers and duties of the Partnership shall be the following: a. To coordinate long-range planning on select issues transcending jurisdictional boundaries. b. To develop and recommend to individual Partners policies, ordinances, regulations and other actions that will promote orderly development. c. To apply for and receive State, Federal and private funds and/or grants or gifts to accomplish the Partnership's planning and planning -related activities. d. To assist individual Partners in obtaining grants for projects related to the Partnership's planning activities. e. To enter into contracts as deemed necessary to accomplish the Partnership's purpose and activities. f. The Board shall obtain liability and auto insurance and may obtain such other insurance as it deems necessary to indemnify the Board, the Partnership and its members for actions of the Board, the Partnership and its members arising out of this Agreement. 3.3 Annual Review: The Partnership will formally review the JPA contents and member commitments every year, concurrent with the workplanning/budgeting process. Article 4 Financial Matters 4.1 Annual Budget. The Board shall approve a work plan and budget in July of each year for the following fiscal year. The budget shall be communicated to individual Partners no later than July 31 of each year for inclusion in each Partner's budget process. Thereafter, the budget for the following year may be modified if deemed necessary by the Board and in consultation with each Partner's governing body. 4.2 Funding Formula. In January, each Partner shall contribute its share of the annual budget based on the following formula: a. The two counties to evenly split 50% of the total budget. b. City and township Partners will evenly split the remaining 50% of the total budget. 4.3 Budgeting and Accounting Services. The Partnership may contract with one if its members to provide any and all budgeting and accounting services necessary or convenient for the Partnership. Such services shall include, but not be limited to, management of funds, including partner contributions and grant monies, payment for contracted services, and relevant bookkeeping and recordkeeping. The selected member shall perform these duties in accordance with generally accepted accounting principles, and per the requirements and legal agreements established by the Partnership. 4.4 Accountability for Funds. All funds shall be accounted for according to generally acceptable principles. A report on all receipts and disbursements shall be forwarded to the Partnership annually. Each Partner has the authority to request reports relating to all budgeting and accounting services. All interest earned from Partnership funds shall be credited back to the same fund. Article 5 Withdrawal and Termination 5.1 Withdrawal. Any partner may withdraw from the Partnership by providing 6 months written notice to the Board of its intention to do so and showing that all amounts due and payable pursuant to Article IV have been paid. Notice shall be provided in the form of a resolution by the Partner's governing body. The withdrawing Partner will not be entitled to reimbursement for any funds it provided to the Partnership during the time it was a Partner or member. In the event of withdrawal by any Partner, this Agreement shall remain in full force and effect as to all remaining Partners. 5.2 Termination. This Agreement shall terminate upon the occurrence of any one of the following events: a. When members withdraw pursuant to Section 5.1 such that, in the judgment of the Board, it becomes impractical or uneconomical to continue. b. When a majority of the Partners agree, by resolution adopted by their respective governing bodies. c. When a majority of the Board agrees to terminate because all duties or activities of the Partnership pursuant to this Agreement have been completed. 5.3 Effect of Termination. Termination shall not discharge any liability incurred by the Partnership or by members during the term of this Agreement. The Partnership shall continue to operate after the date of termination only for the purpose of winding up its business and for aiding in the prosecution and defense of any claims. Property or surplus money acquired by the partnership shall be distributed to the Partners in proportion to their contributions. The Board shall approve a final report of its activities and affairs and shall cease to exist on the expiration of thirty (30) following approval of the report. Article 6 Indemnification and Hold Harmless 6.1 Separate Entity. The Partnership shall be considered a separate and distinct entity to which the parties have transferred all responsibility and control for actions taken pursuant to this Agreement. The Partnership shall comply with all laws and rules that govern a public entity in Minnesota and shall be entitled to the protections of Minn. Stat. ch. 466. 6.2 Indemnification and Hold Harmless. The Partnership shall fully defend, indemnify and hold harmless the Partners against all claims, losses , liability, suits, judgments, cost and expenses by reason of the action or inactions of the Board and/or employees and/or the agents of the Partnership, except for any act or omission for which the Partner's employee is guilty of malfeasance, willful neglect of duty or bad faith. This Agreement to indemnify and hold harmless does not constitute a waiver by the Partnership, any Member, or any participant of the limitations on liability provided under Minn.Stat. § 466.04. To the full extent permitted by law, actions by the Parties pursuant to this Agreement are intended to be and shall be construed as a "cooperative activity" and it is the intent of the parties that they shall be deemed a "single governmental unit" for the purposes of liability, all as set forth in Minn. Stat. § 471.59, subd. la(a); provided further that for purposes of that statute, each party to this Agreement expressly declines responsibility for the acts or omissions of the other parties. W The parties to this agreement are not liable for the acts or omissions of the other participants to this Agreement except to the extent to which they have agreed in writing to be responsible for acts or omissions of the other parties. Article 7 Miscellaneous 7.1 Amendments. This Agreement may be amended only by unanimous agreement of the Partners as evidenced by resolutions adopted by their respective governing bodies. 7.2 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. 7.3 Disputes. The Partners agree that they will submit any disputes under this Agreement to mediation prior to resorting to an action in Court. 7.4 Counterparts. This Agreement may be executed in counterparts, each one of which will constitute one and the same instrument. By signing this Agreement, the parties hereto certify that the same has been approved by their respective Boards. (Signatures contained on following pages.) SIGNATURE PAGE TO CENTRAL MISSISSIPPI REGIONAL PLANNING PARTNERSHIP JOINT POWERS AGREEMENT Big Lake Township By Date: Board Supervisor ATTEST: Date: Board Clerk SIGNATURE PAGE TO CENTRAL MISSISSIPPI REGIONAL PLANNING PARTNERSHIP JOINT POWERS AGREEMENT City of Big Lake By Date: Mayor ATTEST: Date: City Administrator SIGNATURE PAGE TO CENTRAL MISSISSIPPI REGIONAL PLANNING PARTNERSHIP JOINT POWERS AGREEMENT City of Monticello By Date: Mayor ATTEST: Date: City Administrator SIGNATURE PAGE TO CENTRAL MISSISSIPPI REGIONAL PLANNING PARTNERSHIP JOINT POWERS AGREEMENT Wright County By Date: Board of Commissioner Chair ATTEST: Date: County Administrator SIGNATURE PAGE TO CENTRAL MISSISSIPPI REGIONAL PLANNING PARTNERSHIP JOINT POWERS AGREEMENT Becker Township By Date: Board Supervisor ATTEST: Date: Board Clerk 10 Summary of Substantive JPA Edits Preamble: Changed the date, understanding that date and members change automatically with updates Recitals: These were revised per Partnership direction to reflect current/future focus on regional planning Article 2 Organization • 2.1 Changed name of entity to Central Minnesota Regional Planning Partnership • 2.2 Clarified the members of the existing agreement and provided that additional members could be added with 75% majority vote • 2.3 Clarified that Board members shall be elected representatives of each member • 2.3 Clarified that each member's representative on the Board will serve an indefinite term, until replaced by that member or until they are no longer an elected rep • 2.4 Clarified that Board officers are to be elected annually • 2.5 Clarified that meeting times and places are to be set by an annual resolution and introduced the option of including that in bylaws (see also new 2.7) • 2.6 Clarified that a majority is required for a quorum and for votes (as opposed to specifying 5 members — just in case they add members later) • 2.6 Voting requirements for approval of any item stays the same — one affirmative vote on each side of the river is still required • 2.7 Added provision allowing (but not requiring) bylaws • 2.8 Added standard provision specifying that Board must maintain records and comply with meeting requirements (as recommended by MOT and LMC) Article 3 Powers and Duties • 3.1 Added standard statement of general common powers • 3.2 Clarified new specific powers of the Partnership to reflect planning and recommending purpose (language is similar to other regional planning bodies) • 3.3 Added commitment to formally review JPA and member commitments each year Article 4 Financial Matters • 4.1 Clarified Partnership's budget process to make sure the annual funding request gets before each member's governing body in time to be included in the regular budget process • 4.2 Funding formula stays the same • 4.3 Clarified fiscal agent duties • 4.4 Clarified the standard for accounting services and added a provision that an annual report will be provided to the Board from the fiscal agent Article 5 Withdrawal and Termination • 5.1 Adjusted process for withdrawal to be possible at any time with 6 months' notice, and tightened up the requirements prior to such notice • 5.2 Clarified when the agreement must or could be terminated • 5.3 Clarified the wind-up process following termination Article 6 Indemnification and Hold Harmless 6.1 Added standard language to clarify that the Partnership is a separate legal entity 6.2 Removed insurance requirement for individual members as irrelevant — the Partnership indemnifies the individual member, not the other way around Article 7 Miscellaneous: Removed contract provisions that are not necessary in a JPA Central Mississippi River Regional Planning Partnership Presentation to Partnership Elected Bodies August 2019 . Partnership representative: Mayor Brian Stumpf • Staff: Jeff O'Neill, Matt Leonard, Angela Schumann z The original Hwy 25 Coalition formed in 2017 established a collaboration to benefit the region Developed commitment among policymakers Created an understanding of: Transportation issues affecting the region Importance of the connection and opportunity represented by TH25, USso, 1-94, River, and rail line Yielded clear, usable data on traffic and service level, and recommendation for a second river crossing to support long-term needs Further discussion of a river crossing revealed that transportation factors alone cannot drive a bridge location Transportation supports land use and development goals The required Federal environmental process is time-consuming, expensive, and includes all location options -- and does not consider social, land use, and economic factors However, these factors are critical to accomplishing community goals With guidance from FHWA and MnDOT, the group committed to creating a shared regional vision and goals -- and then determining what's necessary to accomplish them o This led to plans to explore a broader range of issues in more depth May: Hired consultant/facilitator with multi - jurisdictional process experience to provide support, guidance to group (Anne Carroll) July: Adopted a new name, Central Mississippi River Regional Planning Partnership (CMRP) and launched a new website: https://regionalplannincipartnership.orQ/ July/Aug: Prepared RFP for consultant to work with Partnership members to develop regional planning framework for: Economic development and growth Land use Environment and recreation Infrastructure, and other critical topics Partnership issued RFP c. Aug g, with launch by end of September This highly collaborative project will run through early Zoas 1-------------- 4 g 3 j A- � F' 301 7 6 - 2 I.48 ''+ ss p T W 5 i p r. s Cambridge-rsnntl 5t. C e si ck 1 _ 169 2e School C?Jstrict C a '•�-_, 16 - 25I ifi� C a X971 r . { Daistric J. 5 53 3 23 j 727 11 5 1 ' 54 kwtP.uy.Std t__.- , 75 _ 93 4 5e V 4l-•--•-•-- Frorreis J! ae�ker.� "� chavr a:. i Shi 10 rS I - - - - - I T h P a 0 i.-._...� --•- r� _ 0 r: Pv.} srrrcr Stearns is Y �+ I �- a 16 Kimball i Riv r �nt Francis SENIOR SchoaJ da m ,I,--�_ Be } -- -, - - 1 r c - I fT3- DYstrict Y { J n6ndole ! j�4r`. s is Y 3a; owth . Schaal i s 129 iYlC - r �.� -P �.` � '•_� : 54 ! ;17 T - `� 123.,1m:.tinlOka ' 12 3 'I 11 39 . >< i 69 : `. ' 44 ' � '��e i f �-'.,.123 • 123 3 -39 vonticella f : - nr ' rar42 p 12 ` 3y •+ .1s �_. 146 � ___ ' } p - -._-- ..-... 10 :� I 19 ` ams e y v - 141 3 ' .3g 4' - 1 ti� 6 ._ i . - t.-...-.,.-... -...� � . E r�� ^_'• ff-lien neR�ft'. r 5 fi x. _. 37•. 1-i .-. 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Essential for Partnership/members to "own"planning project from start to finish The process, intermediate guidance and recommendations, and final results must reflect Partnership member priorities Requires elected bodies to be actively engaged throughout the planning project Staff will be intensively involved Other organizations + community stakeholders throughout region will be engaged by planning consultant Partnership recommendation: Elected bodies formally engage and drive results throughout planning project Specifically, the Partnership seeks support for scheduled sessions with your Partnership rep and staff to: Provide a formal project update, such as: Work to date Issues, challenges, opportunities Interim results Gather input, feedback, guidance to shape planning project moving forward Elected body votes on a resolution of concurrence indicating overall satisfaction with the work to date and the body's role in helping shape the process and content Caveats and clarifications Nothing in such a resolution binds the elected body to any specific future actions or decisions Presentations will be made to all elected bodies: At approximately the same time Addressing the same topics/issues Tailored as appropriate to each body Should an elected body not be satisfied, the Partnership will work directly with that body to resolve issues and concerns Discussion: Questions, thoughts? Request for action by elected body: Agree to regularly schedule formal updates on the planning project by Partner rep and staff, and provide guidance to help drive results Agree that after each formal update/ engagement, will take action on a resolution of concurrence and follow up as required City Council Agenda: 11/12/2019 2G. Consideration of approving amendment to Riverside Cemetery Rules and Regulations (T.P) A. REFERENCE AND BACKGROUND: The Riverside Cemetery Rules and Regulations where developed in October 17, 2001, by the Riverside Cemetery Committee, which dissolved after the rules were set. The Parks & Recreation Commission now oversees the policies at Riverside Cemetery. Staff recommended changes to the rules under Item 6, Section 6.8.3. to include the interment of two urns of ashes, which may include two cremated remains in each urn. After discussion with the commission at their regular meeting on September 26, a motion passed to proceed with the identified changes and additions to the Riverside Cemetery Rules and Regulations. The proposed changes to the rules are included in the council packet as supporting data and the identified changes or additions are highlighted in red. Al. Budget Impact: No impact. A2. Staff Workload Impact: Minimal staff time monitoring new rules and activities at the cemetery. B. ALTERNATIVE ACTIONS: 1. Motion to approve the changes as presented to the Riverside Cemetery Rules and Regulations. 2. Motion to deny the changes at this time. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Updated changes to Riverside Cemetery Rules and Regulations. 6. INTERMENTS: 6.1 Deed/Certificate owners are granted only the right of interment in their columbarium niche, ossuary space or cemetery grave. The City of Monticello reserves the right to refuse to permit the interment of anyone who is not at the time the owner of the lot, or a relative of the owner, by blood or marriage. Permission, in writing, and with the seal of a Notary Public, of the grave owner must accompany all requests for permits to bury persons not members of the immediate family of the grave owner. 6.2 At least forty-eight (48) hour notice shall be given prior to the time set for the funeral service to assure a timely grave opening. 6.3 City Holidays are as follows: New Year's Day, Martin Luther King Jr Day, President's Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day and the day after Thanksgiving, % day — Christmas Eve and Christmas Day. If a family chooses a burial the day following a holiday—the family will be charged the Public Works Labor fee as stated in the most current fee schedule for time spent preparing for burial. 6.4 No casket shall be interred in the cemetery unless it is enclosed in a concrete vault or box. Ashes must be placed in a container prior to burial. 6.5 Should the grave owner or funeral director fail or neglect to designate the location, the City of Monticello reserves the right to make the interment in a location designated by the City. The City will not be responsible for any order given by telephone, or for any mistake occurring from the want of precise, proper instructions as to the particular location within a plot where interment is desired. 6.6 Interments are for the purpose of the human dead only. No pets, jewelry, artifacts, or other material items will be allowed to be buried. 6.7 The City will not be liable for the interment permit, nor the identity of the person sought to be interred. 6.8 No interment of more than one body shall be made in one grave, except in the following cases: 6.8.1 One adult and one child or infant. 6.8.2 Two infants or children. 6.8.3 Two urns of ashes, which may include two cremated remains in each urn. 6.8.4 One adult and one urn of ashes. 6.9 The cost of interments, including burial of ashes, shall be set by the City. 6.10 Payment in FULL of all fees, must be made prior to burial. F:ADMIN\\WORDPROC\RIVERSID\RULES.FRM: -PAGE 4 of 1 1 - City Council Agenda: 11/12/2019 2H. Consideration of adopting Ordinance 731 amending Citv Code Section 32 — Parks and Recreation Commission to change name to Parks, Arts and Recreation Commission (TP) A. REFERENCE AND BACKGROUND: At the regular meeting of the Parks & Recreation Commission on September 26, 2019, members made a suggestion to amend the name of the commission to include "Arts". MontiArts has become a staple in the community, now operating out of the remodeled old Fred's Auto building at 349 West Broadway. The Commission oversees the arts and programming and receives regular updates from the Arts Consultant at the regular Parks & Recreation Commission Meetings. After further discussions, a motion passed to formally change the name of the commission to Parks, Arts & Recreation Commission (PARC). Al. Budget Impact: No impact. A2. Staff Workload Impact: No impact. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Ordinance 731 amending the name of Parks & Recreation Commission to Parks, Arts & Recreation Commission (PARC). 2. Motion to deny the change. C. STAFF RECOMMENDATION: City staff recommends Alternative #1. D. SUPPORTING DATA: • Draft Ordinance 731 ORDINANCE NO. 731 ORDINANCE AMENDING SECTION 32 — PARKS AND RECREATION COMMISSION BY AMENDING TITLE TO PARKS, ARTS, AND RECREATION COMMISSION SECTION: § 32.045 PURPOSE § 32.046 MEMBERSHIP § 32.048 ATTENDANCE § 32.050 OFFICERS § 32.051 MEETINGS § 32.052 QUORUM § 32.054 AMENDMENTS § 32.045 PURPOSE. A Parks, Arts, and Recreation Commission is hereby established to serve as an advisory commission to the City Council. § 32.046 MEMBERSHIP. (A) The Parks, Arts, and Recreation Commission shall consist of seven regular members to be appointed by the City Council. The Commission shall consist of no more than one member who is not a resident of the city. § 32.048 ATTENDANCE. It is the City Council's intention to encourage Parks, Arts, and Recreation Commission members to attend all Parks, Arts, and Recreation Commission meetings. Should any Parks, Arts, and Recreation Commission member be absent for more than three meetings in a calendar year, that member will be subject to replacement by the Council. § 32.050 OFFICERS. (A) Elections. The city's Parks, Arts, and Recreation Commission shall elect at its January meeting from its membership a Chair, Vice Chair, and a Secretary who shall serve for a term of one year and shall have powers as may be prescribed in the rules of the Commission. (B) Duties of Chair. The Chair shall preside at all meetings of the Parks, Arts, and Recreation Commission and shall have the duties normally conferred and parliamentary usage of such officers. (C) Duties of Vice Chair. The Vice Chair shall act for the Chair in his or her absence. (D) Duties of Secretary. A Secretary may be appointed who is not a member of the Parks., Arts, and Recreation Commission but can be employed as a member of city staff. The Secretary shall keep the minutes and records of the Commission; and with the assistance of staff as is available shall prepare the agenda of the regular and special meetings for Commission members, arrange proper and legal notice of hearings when necessary, attend to correspondence of the Commission, and other duties as are normally carried out by a Secretary. § 32.051 MEETINGS. Regular meetings shall be held on a date established by the Parks, Arts, and Recreation Commission. In the event of a conflict with a holiday or special events, a majority at any meeting may change the date and location of the meeting. The meeting shall be open to the general public. § 32.052 QUORUM. A majority of the total Parks, Arts, and Recreation Commission members shall constitute a quorum for the transaction of business. § 32.054 AMENDMENTS. This subchapter may be amended as recommend by the majority vote of the existing membership of the Parks, Arts, and Recreation Commission and only after majority vote of the City Council. ADOPTED AND APPROVED FOR PUBLICATION by the City Council of the City of Monticello, Minnesota, this 12th day of November, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill City Administrator VOTING IN FAVOR: VOTING IN OPPOSITION: City Council Agenda: 11/12/2019 2I. Consideration of adopting Resolution 2019-82 accepting the Feasibilitv Report, setting a public hearing for December 9, 2019 for the 2020 Street Improvements Proiect, Citv Proiect No. 200001 (ML) A. REFERENCE AND BACKGROUND: The City Council authorized preparation of a Feasibility Report addressing street improvements for the following roadways: Marvin Elwood Road, Hedman Lane, Balboul Circle, Crocus Lane, Crocus Circle, 90th Street, Starling Drive, Martin Drive, Mallard Lane, Heron Court, Tanager Circle, Canvasback Court, Eider Lane, Falcon Avenue, Pelican Lane, Briar Oaks Blvd, Hawthorne Place N&S, Endicott Trail, Briar Court NE, Shady Oak Circle NE, Eastwood Circle NE, Eastwood Lane NE, Oakridge Drive, Oakview Court, Meadow Oaks Court NE, Oakview Lane, Meadow Oaks Drive In order to stay within the $2 million budget identified in the draft 2020 CIP the improvements to the following roadways were removed from this years project: 90th Street, Briar Oaks Blvd, Hawthorne Place N&S, Endicott Trail, Briar Court NE, Shady Oak Circle NE, and Eastwood Lane NE. Property owner meetings were held on November 4° 2019. The project will consist of an edge mill and asphalt overlay as well as other full depth spot repairs. Sections of curb and gutter replacement and utility improvements will be made as needed throughout the project areas. Clustering of mailboxes will be completed where needed. Improvements to the parking lot at the wastewater treatment plant will be made and these costs will not be included in the assessments for the project. Al. Budget Impact: The improvements were included in the City's Capital Improvement Plan. The estimated costs for the improvements total is $2,180,000, which include a 10% contingency and legal, engineering, administrative, and financing costs. The city's assessment policy indicates that overlay projects are 50% assessed. The anticipated assessment amount for this project is $3,100 per parcel for the 329 properties benefited from this project. A2. Staff Workload Impact: City staff will prepare the necessary documents for the public hearing in accordance with state statutes. B. ALTERNATIVE ACTIONS: 1. Motion to adopt Resolution 2019-82 accepting the Feasibility Report, setting a public hearing for December 9, 2019 for the 2020 Street Improvements Project, City Project No. 200001. 2. Motion to deny adoption of Resolution 2019-82 at this time. C. STAFF RECOMMENDATION: City staff recommends moving forward with the project as noted under alternative 1. D. SUPPORTING DATA: A. Resolution 2019-82 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2019-82 ACCEPTING THE FEASIBILITY REPORT AND CALLING FOR A PUBLIC HEARING FOR THE 2020 STREET IMPROVEMENTS PROJECT, CITY PROJECT NO. 200001 WHEREAS, a Feasibility Report has been prepared by the City Engineer for the 2020 Street Improvements Project, City Project No. 200001 which include pavement improvements of streets listed including the milling and/or removal of existing pavement and overlaying of new pavement; curb and gutter replacements; storm sewer and drainage improvements; pedestrian improvements; traffic control; signage; and other necessary appurtenant work. WHEREAS, the report was received by the City Council on November 12, 2019; and WHEREAS, the reports provide information regarding whether the proposed project is necessary, cost-effective and feasible; whether it should be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate the individual assessments for affected parcels. NOW THEREFORE, BE IT HEREB Y RESOL VED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: The Council will consider the proposed improvements for such street in accordance with the Feasibility Report and the assessment of abutting properties for all or a portion of the cost of the improvements pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the improvements of $2,180,000. 2. A public hearing shall be held on such proposed improvements on the 9th day of December, 2019 in the Council Chambers of City Hall at 6:30 p.m. and the Clerk shall give mailed and published notice of such hearing and improvements as required by law. ADOPTED BY the Monticello City Council this 12th day of November, 2019. CITY OF MONTICELLO Brian Stumpf, Mayor ATTEST: Jeff O'Neill, City Administrator Montice-oTY FEASIBILITY REPORT 2020 STREET IMPROVEMENT PROJECT November 12, 2019 Prepared for: City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 CITY PROJECT NO. 200001 WSB PROJECT NO. R-014709-000 FEASIBILITY REPORT 2020 STREET IMPROVEMENTS PROJECT CITY PROJECT NO. 200001 FOR THE CITY OF MONTICELLO, MINNESOTA November 12, 2019 Prepared By: WSJ 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 75 0 U z W CO CO 0 C. CO m z vi J 0 0- W W z z 2 0 0 m W H J W Z) z W z W X 0 wsb November 12, 2019 Mr. Matthew Leonard, PE City Engineer / Public Works Director City of Monticello 505 Walnut Street Monticello, MN 55362 Re: Feasibility Report 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Dear Mr. Leonard: Transmitted herewith for your review is a feasibility report which addresses improvements associated with the 2020 Street Improvements Project. I am available at your convenience to discuss this report. Please do not hesitate to contact me at 763.287.8532. if you have any questions regarding this report. Sincerely, WSB L Jim Stremel, PE Project Manager Attachment ar CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota. ames L. Stremel, PE Date: November 12, 2019 License No. 45782 Quality Control Review Completed By: ,U / ", .//x" - i. Shibani K. Bisson, PE Date: November 12, 2019 License No. 41860 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 TABLE OF CONTENTS TITLE SHEET LETTER OF TRANSMITTAL CERTIFICATION SHEET TABLE OF CONTENTS 1. EXECUTIVE SUMMARY................................................................................................................. 1 2. INTRODUCTION.............................................................................................................................. 2 2.1 Authorization....................................................................................................................... 2 2.2 Scope.................................................................................................................................. 2 2.3 Data Available..................................................................................................................... 2 3. EXISTING CONDITIONS................................................................................................................. 3 3.1 Surface................................................................................................................................3 3.1.1 Meadows/Balboul/Anders Wilhem Estates Neighborhood .................................... 3 3.1.2 Cardinal Hills Neighborhood.................................................................................. 3 3.1.3 Oakridge Neighborhood.........................................................................................4 3.1.4 Wastewater Treatment Plant (WWTP).................................................................. 4 3.2 Storm Sewer....................................................................................................................... 4 3.3 Watermain...........................................................................................................................5 3.4 Sanitary Sewer.................................................................................................................... 5 4. PROPOSED IMPROVEMENTS...................................................................................................... 6 4.1 Surface................................................................................................................................6 4.1.1 Meadows/Balboul/Anders Wilhem Estates Neighborhood .................................... 6 4.1.2 Cardinal Hills Neighborhood.................................................................................. 6 4.1.3 Oakridge Neighborhood......................................................................................... 6 4.1.4 Wastewater Treatment Plant (WWTP).................................................................. 7 4.2 Storm Sewer....................................................................................................................... 7 4.3 Watermain...........................................................................................................................7 4.4 Sanitary Sewer.................................................................................................................... 7 4.9 Private Utilities.................................................................................................................... 7 4.10 Permits................................................................................................................................7 5. FINANCING..................................................................................................................................... 9 5.1 Opinion of Probable Cost.................................................................................................... 9 5.2 Funding............................................................................................................................... 9 6. PROJECT SCHEDULE................................................................................................................. 10 7. FEASIBILITY AND RECOMMENDATION....................................................................................11 Appendix A Overall Location Map Project Location Maps Typical Sections Appendix B Opinion of Probable Cost Appendix C Assessment Map Assessment Roll Appendix D Pavement Forensics Report 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 1. EXECUTIVE SUMMARY This report investigates the feasibility of proposed street improvements for the 2020 Street Improvements Project areas. A map illustrating the project location and proposed improvement is included in Appendix A. The improvement areas total approximately 3.3 miles of roadway within the Meadows, Balboul Estates, Anders Wilhem Estates, Cardinal Hills and Oakridge neighborhoods. Improvements to the roadways within the wastewater treatment plant (WWTP) are also included in the report. Based on results of field work and input from City staff, the recommended improvements for the 2020 Street Improvements Project include a combination of full width mill and overlay, edge mill and overlay and full removal/replacement depending on the existing condition of the road. Spot curb and gutter replacement and minor storm sewer improvements will also be included with the project. The total estimated project cost is $2,180,000, with $1,999,000 for the streets portion and $181,000 for the WWTP area. Both areas include a 10% contingency and 20% indirect costs for legal, engineering, administrative and financing. The project is proposed to be funded by City street funds, sanitary sewer funds and special assessments to benefiting properties. The proposed project is feasible, necessary and cost-effective from an engineering standpoint. It is our recommendation that the improvements be implemented as outlined in this report. 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Page 1 2. INTRODUCTION 2.1 Authorization On August 26, 2019, the Monticello City Council authorized the preparation of an Engineering Feasibility Report for the 2020 Street Improvements Project. This project is included in the City's Pavement Management Program and Capital Improvement Plan. 2.2 Scope This report investigates the feasibility of proposed improvements to the streets identified within the City's Street Improvement Program for 2020 construction. The proposed project areas for improvements include: Meadows/Balboul/Anders Wilhem Estates Neighborhood • Marvin Elwood Road (north of Prairie Road) • Crocus Lane • Crocus Circle • Marvin Elwood Road (south of Prairie Road) • Hedman Lane • Balboul Circle Cardinal Hills Neighborhood • Starling Drive • Starling Court • Martin Drive • Mallard Lane • Heron Court • Tanager Circle • Eider Lane • Falcon Avenue • Pelican Lane Oakridge Neighborhood • Oakview Lane • Oakridge Drive • Meadow Oak Drive • Meadow Oak Circle • Oakview Court Wastewater Treatment Plant The scope of the project includes roadway improvements and minor storm sewer/utility repairs. 2.3 Data Available Information and materials used in the preparation of this report include the following: • City of Monticello Record Plans • Public Works Maintenance Records • Field Observations of the area • Pavement Forensic Report, WSB dated September 2019 • 2018 Pavement Management Report, WSB dated April 2019 • City of Monticello Assessment Policy dated December 2017 • GIS mapping and Wright County parcel data 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Page 2 3. EXISTING CONDITIONS 3.1 Surface The roadway conditions in the proposed improvement areas are generally showing signs of significant aging including longitudinal and transverse cracking, and alligator cracking. In the Pavement Management Report dated April 2019, a Pavement Condition Index (PCI) rating was identified for each roadway. PCI is rated on a scale of 0 to 100, with 100 being a new road in perfect condition. The roadways in the project area ranged in PCI from 40.5 to 76.5. Pavement cores were obtained for the project areas and the findings are summarized in the Pavement Forensic Report located in Appendix D. 3.1.1 Meadows/Balboul/Anders Wilhem Estates Neighborhood The existing pavement surface in the Meadows/Balboul/Anders Wilhem Estates Neighborhood is overall in fair condition with PCI ratings between 42.4 and 64.9. Longitudinal and transverse cracks, and spots of alligator cracking are present throughout the area. The most severe location is within the Marvin Elwood Road and Hedman Lane intersection, where multiple potholes and significant cracking are present. The roadways in this neighborhood were constructed in phases between 1978 and 1990. The street width varies between 30 and 36 feet wide within a 66 foot wide right-of- way. 3.1.2 Cardinal Hills Neighborhood The Cardinal Hills Neighborhood existing pavement surface is generally in fair to satisfactory condition, with PCI ratings between 50.7 and 75. The roadways in the area have many patches, longitudinal and transverse cracks and alligator cracking throughout. The roadways in this neighborhood were constructed in phases between 1991 and 1993. The streets are 34 feet wide within a 66 foot wide right-of-way. These roadways were last chip sealed in 2007. 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Page 3 3.1.3 Oakridge Neighborhood The existing Oakridge Neighborhood pavement surface shows extensive hairline cracks, with multiple cores showing delamination and significant deterioration. The PCI ratings range between 40.5 and 76.5. The roadways in this neighborhood were constructed in phases between 1991 and 1993. The street width varies on average between 30 and 34 feet wide within a 66 foot wide right- of-way. 3.1.4 Wastewater Treatment Plant (WWTP) The existing pavement within the northwestern WWTP roadways and parking lot were generally in poor condition, with extensive alligator cracking and multiple potholes. The southeastern roadway/access was observed to be in better condition. 3.2 Storm Sewer 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Page 4 The existing storm sewer within the project area is generally in satisfactory condition. Some signs of deterioration and damage are present on isolated storm structures and castings, although no significant issues were found during City inspections. The deterioration in the storm sewer system has impacted portions of the roadway including settling at the structures/castings, isolated heaves resulting in surface cracking and surface deterioration due to standing water. 3.3 Watermain The existing watermain within the project area is overall in good condition and is not in need of full replacement or repair of any significance according the City staff, based on maintenance records. During an inspection of the project area, one hydrant was identified for removal and replacement. In addition, gate valves throughout the project area will need to be adjusted due to settling of the surrounding pavement. 3.4 Sanitary Sewer The existing sanitary sewer in the project area was televised by City staff and found to be in good condition with no significant deterioration or damages. Castings will need to be adjust throughout the project area where pavement has settled or cracked. 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Page 5 4. PROPOSED IMPROVEMENTS 4.1 Surface 4.1.1 Meadows/Balboul/Anders Wilhem Estates Neighborhood Based on the existing condition of the roadways, the first improvement consideration is to perform an edge mill and full width overlay with cross slope corrections. This will not completely remove the crack patterns, which will likely reflect through the new pavement, however it would extend the pavement life for 10 to 15 years if an aggressive crack maintenance protocol is implemented by the City. Due to the severity of cracking, a full width mill and overlay is recommended throughout Marvin Elwood Road. Where significant alligator cracking, potholes, or heaving is present, such as the intersection of Marvin Elwood Road and Hedman Lane, it is recommended that the bituminous and aggregate be fully removed and replaced. The second improvement consideration, and long term solution, is a full depth reclamation. This improvement would extend the useful pavement life by 25 to 30 years with routine pavement maintenance. A full depth reclamation would utilize grinding and blending of the existing bituminous and aggregate, reshaping and compacting the new blended base and paving over the top. This would remove the existing deterioration, crack patterns and increase the cross slope of the pavement to improve drainage. 4.1.2 Cardinal Hills Neighborhood Due to the generally adequate pavement condition, the first improvement consideration is an edge mill and full width overlay with cross slope corrections to restore the roadway crown. This improvement would extend the pavement life for 10 tol5 years if an aggressive crack maintenance protocol is implemented by the City. Existing cracking is likely to reflect into the new pavement surface. Full removal and replacement of the bituminous pavement, aggregate base and any poor underlying soils is recommended where significant alligator cracking, potholes or heaving is present. This is recommended for significant portions of Mallard Lane and Starling Drive. The second improvement consideration, and long term solution is a full depth reclamation with some soil corrections, which would extend the useful pavement life by 25 to 30 years with routine maintenance. A full depth reclamation would remove the existing pavement deterioration and increase the cross slope of the pavement, as well as prevent most cracking from reflecting into the new pavement. 4.1.3 Oakridge Neighborhood The first improvement consideration for the existing pavement is an edge mill and full width overlay with cross slope corrections. This will not remove the crack patterns, which will likely reflect through the new pavement, however it would extend the pavement life for 10 tol5 years if an aggressive crack maintenance protocol is implemented. A full depth reclamation of the pavement would provide a long term solution to the existing pavement deterioration and would extend the useful pavement life by 25 to 30 years with routine pavement maintenance. This process is recommended as an alternative to full pavement removal/replacement in the Oak Ridge Drive due to the severity of alligator cracking and delamination. 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Page 6 In other areas of the project where significant alligator cracking, potholes or heaving is present, full depth reclamation would likely correct these issues. Based on discussions with City staff, considering the ongoing and robust City street maintenance operations and the age of the underlying infrastructure, the combination of full width mill and overlay, edge mill and overlay and full removal/replacement is a cost-effective solution for the project areas. This solution is meant to extend the lifespan of the pavement by 10 to 15 years until the roadways, curb and gutter and utilities are candidates for a full reconstruction project. To adequately extend the usefulness of the roadways, this option will require continual, proactive maintenance and crack sealing. In all project areas, curb and gutter will be spot replaced where damaged to better convey the flow of storm water, and all adjoining trail connections will have ADA compliant pedestrian ramps installed. The intent of the edge mill and overlay is to remove 1 inch to 1 '/2 inches of existing bituminous pavement at the curb and taper the mill depth to the existing bituminous surface approximately 8 feet from the curb. An overlay of new bituminous pavement will be applied across the full width of the road, replacing the removed section at the curb line and adding an additional 1 '/2 inches to 2 inches at the center of the roadway to re-establish a roadway crown for better drainage. 4.1.4 Wastewater Treatment Plant (WWTP) Due to the severe cracking in the existing northwestern roadways and paved area between the treatment facility and garages, a full depth bituminous reclamation is recommended. This rehabilitation method would disrupt the crack patterns and add structural capacity to the pavement. The remaining bituminous paved areas would remain in place; the City plans to complete a double chip seal as a separate project to extend the useful life of the pavement and provide an acceptable level of surface on the entire property. 4.2 Storm Sewer Storm castings on manholes and catch basins will all be adjusted as part of the pavement rehabilitation project. Based on standard City practice, storm structures or castings showing significant damage or deterioration will be replaced. 4.3 Watermain Gate valves throughout the project area will be adjusted as part of the pavement rehabilitation. In addition, one hydrant will be replaced with the project. 4.4 Sanitary Sewer Sanitary castings will be adjusted and chimney seals installed as part of the pavement rehabilitation project. Any castings showing significant damage or deterioration will also be replaced with the project. 4.9 Private Utilities A Gopher State One Call will be completed to identify the utilities that are in the vicinity of, and adjacent to, the project area. A utility coordination meeting will be held prior to construction to discuss any impact of the proposed improvements. 4.10 Permits This project will disturb less than 1 acre of subsurface; therefore, a National Pollution Discharge Elimination System (NPDES) permit will not be required. 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Page 7 4.11 Public Involvement A neighborhood meeting for the proposed improvements was conducted on November 4, 2019 and adjacent property owners were invited. Two meetings were held, the first for property owners within the Cardinal Hills neighborhood, the second for Meadows/Balboul/Anders Wilhem and the Oakridge neighborhood. A presentation with preliminary information was given at both meetings regarding the proposed improvements, schedule and impacts associated with the project, followed by questions from property owners. Approximately 11 property owners were in attendance for the first meeting, and 16 at the second. The primary feedback, at both meetings, was a concern with the assessment cost to property owners, as well as the general City policy to assess 50% of roadway projects. Feedback was also given about general City spending being too high, especially when in context of assessing roadway projects in addition to current tax levies. Some residents were concerned with traffic from outside of the neighborhood using the streets and increasing wear and tear. Other questions included how access to driveways will be affected during construction and how long active construction would take. Comment cards were also made available to attendees at the meeting; however, no responses were received prior to completing this feasibility report. 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Page 8 5. FINANCING 5.1 Opinion of Probable Cost A detailed breakdown of the Opinion of Probable Cost for the proposed project is included in Appendix B. The opinion of cost incorporates the construction costs anticipated for the 2020 construction season and includes a 10% contingency factor. Indirect costs are projected at 20% of the estimated construction cost and include legal, engineering, administrative, and financing costs. Project costs can vary depending on the location and size of the project, the time in which bidding occurs, the backlog of work the industry has, material and labor costs and even annual weather patterns. A summary of the project costs is as follows: Opinion of Probable Cost Combined Methods Street Area Total Cost Meadows/Balboul/Anders Wilhem Estates $669,000 Cardinal Hills $842,000 Oakridge $488,000 Wastewater Treatment Plant $181,000 Total Proposed Improvements I $2,180,000 5.2 Funding The total project cost is estimated to be $2,180,000. Funding for the 2020 Street Improvements Project will come from the City's street improvement funds, sanitary sewer funds and special assessments to benefiting properties. A breakdown of funding sources is shown in the table below. Proposed Funding Funding Source Total City Street Funds $999,500 Sanitary Sewer Funds $181,000 Special Assessments $999,500 Total Funding $2,180,000 The City's assessment policy for street improvement projects is to assess 50% of the total street costs on a per unit basis for single family and multi -family residential units. Wright County property classification data was used to identify the multi -family properties. Certain areas of the Meadows neighborhood, zoned R-2, consist of duplexes and twin homes. Several twin homes are contained within one parcel and one PID and a few twin homes are separated into two parcels, with two PIDs. Each dwelling unit contained within one parcel is proposed to be assessed one unit in accordance with the City's assessment policy for properties consisting of up to three dwelling units. In the case of the twin homes, each twin home is proposed to be assessed unit, regardless if there is a separate or combined PID for that unit. The per unit assessment rate for the project is estimated to be approximately $3,100. This rate was calculated by taking 50% of the total project cost and equally dividing it by the number of residential dwelling units. The same assessment rate is proposed per unit for each of the neighborhoods in order to provide an equitable distribution of the project costs given that the improvements are similar in nature and life span. It should be noted that City owned park and ponding properties are included as one unit in the assessment calculation in accordance with the City's assessment policy. There are 329 units within the project area. The preliminary assessment roll and preliminary assessment map can be found in Appendix C. 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Page 9 6. PROJECT SCHEDULE The proposed schedule for the 2020 Street Improvements Project is as follows: Neighborhood Meeting .................................................... Accept Feasibility Report/Set Public Hearing .................. Public Improvement Hearing/Order Project ..................... Approve Plans and Specifications/Authorize Ad for Bids OpenBids........................................................................ Award Construction Contract ........................................... Begin Construction.......................................................... Complete Construction Assessment Hearing 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 ,.November 4, 2019 November 12, 2019 ..December 9, 2019 ....January 27, 2020 ................. February 2020 ......................March 2020 ................ May/June 2020 September/October 2020 ...................October 2020 Page 10 7. FEASIBILITY AND RECOMMENDATION The improvements proposed in this study are necessary and cost effective. The combination of full width mill and overlay, edge mill and overlay and full removal/replacement within the proposed street areas and pavement areas identified at the WWTP provide the City with cost-effective means of continuing the City's street improvement efforts and ensuring an adequate means of transportation for residents. These improvements will provide an improved street section, enhance surface drainage and extend the life of the pavements until which time a full reconstruction is planned. Based on results of field work and input from City staff on their goals, objectives and funding considerations, the recommended improvements for the 2020 Street Improvements Project include a combination of full width mill and overlay, edge mill and overlay and full removal/replacement depending on the existing condition of the road. Spot curb and gutter replacement and minor storm sewer improvements will also be included with the project. The total estimated project costs are $1,999,000 for the streets portion and $181,000 for the WWTP area. Proposed funding for the project is provided through a combination of special assessments and City funds. The proposed assessment rate is approximately $3,100 per unit, with 329 units within the project areas. The City's Assessment Policy identifies that in the event that City staff has doubt as to whether or not the proposed assessments exceed the special benefits to the property in question, the City Council may order benefit appraisals as deemed necessary to support the proposed assessments. The City may want to consider this with properties that consist of more than one dwelling unit. The proposed improvements constitute a project large enough to ensure a competitive bidding environment and economy of scale. Based on the information contained within this report, the proposed improvements as described can be considered necessary, cost-effective and feasible from an engineering standpoint. The project feasibility is subject to financial review by the City. Based on the information contained in this document, it is recommended to proceed with the improvements. 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Page 11 /_1» 4 LI I Q KV -11 Overall Location Map Project Location Maps Typical Sections 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Meadow/Balboul Estates Area rr fts r ` COUNTY ROgU 39 NE Ow Project Location C1 City Boundary Ir� UIY OF Monticello F9 .s �i Cardinal Hills Area Project Location Map 2020 Street Improvement Project Monticello, MN Oakridge Neighborhood N 0 2,500 WS b Feet 1 inch = 2,500 feet Project Location Map CITY OF AWnticello 2020 Street Improvement Project N Meadows/Balboul Estates Area 0 350 WSb7 Feet Monticello, MN A 1 inch = 350 feet 'w14 _ St � AL ' 3 MARTIN UR Project Location Map Monticello 2020 Street Improvement Project Cardinal Hills Area Monticello, MN f E ll and Overlay and Overlay th Removal/Replacement N 0 350 Feet WS b 1 inch = 350 feet Project Location Map �oi�eflo *T 2020 Street Improvement Project N Oakridge Area 0 450 WS b Feet Monticello, MN 1 inch = 450 feet RIW 66' 1. I_ VARIES 11'11' VARIES E%ISTING CONCRETE PARKING THRU THRU PARKING CURB AND GUTTER EXISTINR 4.p'l. GRADE -� 2y0% _ _ 2.0% 8' EDGE MILL & OVERLAY RIW 66' VARIES tt' 11' VARIES EXISTING CONCRETE PARKING THRU THRU PARKING CURB AND GUTTER EXISTINr, 4.p% GRADE -� �� 21% FULL WIDTH MILL & OVERLAY RIW = 66' VARIES 11' 11' VARIES EXISTING CONCRETE PARKING THRU THRU PARKING CURB AND GUTTER ---EXISTING 4.0 GRADE 2�1 2.0�_ \7 •" ISO FULL DEPTH REMOVAL 1.5" OVERLAY - FULL PAVEMENT WIDTH (TYPE SP 12.5 WEARING COURSE MIXTURE SPWEB340C) EXISTING WEAR COURSE, 1" - 1.5" MILL AT CURB EDGES WITH B' TAPER TO EXISTING WEAR COURSE SURFACE EXISTING NON -WEAR COURSE EXISTING AGGREGATE BASE EDGE MILL & OVERLAY ,VERLAY - FULL PAVEMENT WIDTH 5 WEARING COURSE MIXTURE -EXISTING NON -WEAR COURSE -EXISTING AGGREGATE BASE FULL WIDTH MILL & OVERLAY 2020 STREET IMPROVEMENT PROJECT WSb TYPICAL SECTIONS WSB PROJECT NO.: CITY OF MONTICELLO, MN 14709-00 RIW EXISTING GRADE RIW � 4=% EXISTING RIW q p � �X�4STING GRADE _1.5" TYPE SP 12.5 WEARING COURSE MIXTURE SPWEB340C 2" TYPE 12.5 NON -WEARING COURSE MIXTURE SPWEB230B _ AGGREGATE BASE AND SUBGRADE CORRECTION AS DIRECTED BY THE ENGINEER FULL DEPTH REMOVAL FIGURE 5 EDGE MILL & OVERLAY FULL WIDTH PAVEMENT OVERLAY 6'- 8' EDGE MILL 'IAM* EXISTING CONCRETE CURB AND GUTTER �Mumma,;._ � EDGE MILL VARIES ill ill VARIES V IC 3-[ s . a PARKING THRU THRU PARKING 30'- 36' +- 66' RMI EXISTING GRADE rrLJhwa — IN R/W 2020 Street Improvement Project - Typical Section Monticello, Minnesota WS b November 4, 2019 WSB Project number: 014709-000 APPENDIX B Opinion of Probable Cost 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 OPINION OF PROBABLE COST TOTAL $ 669,207.65 WSB Project., 2020 Street Improvement Project Design By: LME Project Location: Monticello, MN Checked By: JLS City Project No.: WSB Proiect No: 014709-00 Date: 10/30/2019 Item MnDOT Estimated Total Estimated Unit SpecN c.tion Description Unit Estimated Total Cost No. Quantity Price A. Meadows/ Balboul/Anders Wilhem Estates Area 1 2021.501 MOBILIZATION LS 1 $ 24,141.69 $ 24,141.69 2 2104.502 REMOVE HYDRANT EACH 1 $ 800.00 $ 800.00 3 2104.503 REMOVE CURB & GUTTER L F 3299 $ 8.00 $ 26,392.00 4 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 132 $ 10.00 $ 1,320.00 5 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 132 $ 12.00 $ 1,584.00 6 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 53 $ 10.00 $ 530.00 7 2104.504 REMOVE BITUMINOUS TRAIL PAVEMENT S Y 14 $ 12.00 $ 168.00 8 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) L F 250 $ 8.00 $ 2,000.00 9 2104.503 SAWING BIT PAVEMENT (FULL DEPTH) L F 250 $ 5.00 $ 1,250.00 10 2106.507 EXCAVATION - COMMON (CV) (P) C Y 386 $ 30.00 $ 11,580.00 11 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 386 $ 30.00 $ 11,580.00 12 2130.523 WATER (DUST CONTROL) MGAL 25 $ 100.00 $ 2,500.00 13 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 25 $ 150.00 $ 3,750.00 14 2211.507 AGGREGATE BASE CLASS 5 CY 518 $ 40.00 $ 20,720.00 15 2215.501 FULL DEPTH RECLAMATION SY 0 $ 2.75 $ - 16 2232.504 MILL BITUMINOUS SURFACE (FULL MILL) SY 11673 $ 1.60 $ 18,676.80 17 2232.504 MILL BITUMINOUS SURFACE (EDGE MILL) SY 7661 $ 2.00 $ 15,322.00 18 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1216 $ 4.00 $ 4,864.00 19 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2;B) TON 2404 $ 66.00 $ 158,664.00 20 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (2;B) TON 8 $ 90.00 $ 720.00 21 2360.504 TYPE SP 9.5 WEAR CRS MIX(2;B) 3.0" THICK S Y 132 $ 50.00 $ 6,600.00 22 2504.602 IRRIGATION SYSTEM REPAIR LS 1 $ 2,500.00 $ 2,500.00 23 2504.602 HYDRANT EACH 1 $ 6,500.00 $ 6,500.00 24 2504.602 6" GATE VALVE EACH 4 $ 2,000.00 $ 8,000.00 25 2505.601 UTILITY COORDINATION LS 1 $ 2,500.00 $ 2,500.00 26 2506.502 ADJUST FRAME & RING CASTING (STORM) EACH 25 $ 450.00 $ 11,250.00 27 2506.502 CASTING ASSEMBLY EACH 3 $ 650.00 $ 1,950.00 28 2506.502 ADJUST FRAME & RING CASTING (SANITARY) EACH 24 $ 450.00 $ 10,800.00 29 2506.602 ADJUST GATE VALVE EACH 22 $ 350.00 $ 7,700.00 30 2521.504 6" CONCRETE WALK SY 18 $ 80.00 $ 1,440.00 31 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LF 3299 $ 25.00 $ 82,475.00 32 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SY 132 $ 75.00 $ 9,900.00 33 2531.504 7" CONCRETE VALLEY GUTTER SY 15 $ 80.00 $ 1,200.00 34 2531.618 TRUNCATED DOMES SF 64 $ 50.00 $ 3,200.00 35 2563.601 TRAFFIC CONTROL LS 1 $ 5,000.00 $ 5,000.00 36 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 $ 2,500.00 $ 2,500.00 37 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LF 200 $ 2.50 $ 500.00 38 2575.504 SODDING TYPE LAWN SY 1833 $ 16.00 $ 29,328.00 39 2574.507 BOULEVARD TOPSOIL BORROW C Y 202 $ 35.00 $ 7,070.00 CONSTRUCTION TOTAL $ 506,975.49 CONTINGENCY TOTAL (10%) $ 50,697.55 SUBTOTAL $ 557,673.04 INDIRECT COST TOTAL (20%) $ 111,534.61 TOTAL $ 669,207.65 B. Cardinal Hills Area 40 2021.501 MOBILIZATION LS 1 $ 30,382.95 $ 30,382.95 41 2104.503 REMOVE CURB & GUTTER L F 4145 $ 8.00 $ 33,160.00 42 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 158 $ 10.00 $ 1,580.00 43 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 158 $ 12.00 $ 1,896.00 44 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 846 $ 10.00 $ 8,460.00 45 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) L F 250 $ 8.00 $ 2,000.00 46 2104.503 SAWING BIT PAVEMENT (FULL DEPTH) L F 862 $ 5.00 $ 4,310.00 47 2106.507 EXCAVATION - COMMON (CV) (P) C Y 498 $ 30.00 $ 14,940.00 48 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 498 $ 30.00 $ 14,940.00 49 2130.523 WATER (DUST CONTROL) MGAL 25 $ 100.00 $ 2,500.00 50 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 25 $ 150.00 $ 3,750.00 51 2211.507 AGGREGATE BASE CLASS 5 CY 667 $ 40.00 $ 26,680.00 52 2215.501 FULL DEPTH RECLAMATION SY 0 $ 2.75 $ - 53 2232.504 MILL BITUMINOUS SURFACE (FULL MILL) SY 16065 $ 1.60 $ 25,704.00 54 2232.504 MILL BITUMINOUS SURFACE (EDGE MILL) SY 8970 $ 2.00 $ 17,940.00 55 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1566 $ 4.00 $ 6,264.00 56 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2;B) TON 3097 $ 66.00 $ 204,402.00 57 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (2;B) TON 114 $ 90.00 $ 10,260.00 58 2360.504 TYPE SP 9.5 WEAR CRS MIX(2;B) 3.0" THICK S Y 0 $ 50.00 $ - 59 2504.602 IRRIGATION SYSTEM REPAIR LS 1 $ 2,500.00 $ 2,500.00 60 2504.602 6" GATE VALVE EACH 3 $ 2,000.00 $ 6,000.00 61 2505.601 UTILITY COORDINATION LS 1 $ 2,500.00 $ 2,500.00 62 2506.502 ADJUST FRAME & RING CASTING (STORM) EACH 37 $ 450.00 $ 16,650.00 63 2506.502 CASTING ASSEMBLY EACH 4 $ 650.00 $ 2,600.00 64 2506.502 ADJUST FRAME & RING CASTING (SANITARY) EACH 32 $ 450.00 $ 14,400.00 65 2506.602 ADJUST GATE VALVE EACH 23 $ 350.00 $ 8,050.00 66 2521.504 6" CONCRETE WALK S Y 27 $ 80.00 $ 2,160.00 67 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 4145 $ 25.00 $ 103,625.00 68 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 158 $ 75.00 $ 11,850.00 69 2531.618 TRUNCATED DOMES S F 96 $ 50.00 $ 4,800.00 70 2563.601 TRAFFIC CONTROL LS 1 $ 5,000.00 $ 5,000.00 71 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 $ 2,500.00 $ 2,500.00 72 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 200 $ 2.50 $ 500.00 73 2575.504 SODDING TYPE LAWN SY 2303 $ 16.00 $ 36,848.00 74 2574.507 BOULEVARD TOPSOIL BORROW C Y 254 $ 35.00 $ 8,890.00 CONSTRUCTION TOTAL $ 638,041.95 CONTINGENCY TOTAL (10%) $ 63,804.20 SUBTOTAL $ 701,846.15 INDIRECT COST TOTAL (20%) $ 140,369.23 TOTAL $ 842,215.37 C. Oakridge Area 75 2021.501 MOBILIZATION LS 1 $ 17,586.60 $ 17,586.60 76 2104.503 REMOVE CURB & GUTTER L F 1740 $ 8.00 $ 13,920.00 77 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 84 $ 10.00 $ 840.00 78 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 84 $ 12.00 $ 1,008.00 79 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 27 $ 10.00 $ 270.00 80 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) L F 150 $ 8.00 $ 1,200.00 81 2104.503 SAWING BIT PAVEMENT (FULL DEPTH) L F 150 $ 5.00 $ 750.00 82 2106.507 EXCAVATION - COMMON (CV) (P) C Y 204 $ 30.00 $ 6,120.00 83 2106.507 SELECT GRANULAR EMBANKMENT (CV) C Y 204 $ 30.00 $ 6,120.00 84 2130.523 WATER (DUST CONTROL) MGAL 25 $ 100.00 $ 2,500.00 85 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 25 $ 150.00 $ 3,750.00 86 2211.507 AGGREGATE BASE CLASS 5 CY 273 $ 40.00 $ 10,920.00 87 2215.501 FULL DEPTH RECLAMATION SY 5268 $ 2.75 $ 14,487.00 88 2232.504 MILL BITUMINOUS SURFACE (FULL MILL) SY 0 $ 1.60 $ - 89 2232.504 MILL BITUMINOUS SURFACE (EDGE MILL) SY 4634 $ 2.00 $ 9,268.00 90 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 641 $ 4.00 $ 2,564.00 91 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2;B) TON 1268 $ 66.00 $ 83,688.00 92 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (2;B) TON 746 $ 90.00 $ 67,140.00 93 2360.504 TYPE SP 9.5 WEAR CRS MIX(2;B) 3.0" THICK S Y 84 $ 50.00 $ 4,200.00 94 2504.602 IRRIGATION SYSTEM REPAIR LS 1 $ 2,500.00 $ 2,500.00 95 2504.602 6" GATE VALVE EACH 3 $ 2,000.00 $ 6,000.00 96 2505.601 UTILITY COORDINATION LS 1 $ 2,500.00 $ 2,500.00 97 2506.502 ADJUST FRAME & RING CASTING (STORM) EACH 20 $ 450.00 $ 9,000.00 98 2506.502 CASTING ASSEMBLY EACH 2 $ 650.00 $ 1,300.00 99 2506.502 ADJUST FRAME & RING CASTING (SANITARY) EACH 18 $ 450.00 $ 8,100.00 100 2506.602 ADJUST GATE VALVE EACH 9 $ 350.00 $ 3,150.00 101 2521.504 6" CONCRETE WALK S Y 54 $ 80.00 $ 4,320.00 102 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 1740 $ 25.00 $ 43,500.00 103 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 84 $ 75.00 $ 6,300.00 104 2531.618 TRUNCATED DOMES S F 192 $ 50.00 $ 9,600.00 105 2563.601 TRAFFIC CONTROL LS 1 $ 4,000.00 $ 4,000.00 106 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 $ 2,500.00 $ 2,500.00 107 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 400 $ 2.50 $ 1,000.00 108 2575.504 SODDING TYPE LAWN SY 967 $ 16.00 $ 15,472.00 109 2574.507 BOULEVARD TOPSOIL BORROW C Y 107 $ 35.00 $ 3,745.00 CONSTRUCTION TOTAL $ 369,318.60 CONTINGENCY TOTAL (10%) $ 36,931.86 SUBTOTAL $ 406,250.46 INDIRECT COST TOTAL (20%) $ 81,250.09 TOTAL $ 487,500.55 STREETS TOTAL $ 1,998,923.57 D. WWTP Parking Lot 110 2021.501 MOBILIZATION LS 1 $ 6,353.85 $ 6,353.85 111 2104.503 REMOVE CURB & GUTTER LF 482 $ 8.00 $ 3,856.00 112 2104.504 REMOVE BITUMINOUS PAVEMENT SY 254 $ 10.00 $ 2,540.00 113 2104.503 SAWING BIT PAVEMENT (FULL DEPTH) LF 150 $ 5.00 $ 750.00 114 2106.507 EXCAVATION - COMMON (CV) (P) CY 85 $ 35.00 $ 2,975.00 115 2106.507 SELECT GRANULAR EMBANKMENT (CV) CY 85 $ 35.00 $ 2,975.00 116 2130.523 WATER (DUST CONTROL) MGAL 25 $ 100.00 $ 2,500.00 117 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 25 $ 150.00 $ 3,750.00 118 2211.507 AGGREGATE BASE CLASS 5 CY 57 $ 40.00 $ 2,280.00 119 2215.501 FULL DEPTH RECLAMATION SY 2787 $ 8.00 $ 22,296.00 120 2231.509 BITUMINOUS PATCHING MIXTURE TON 15 $ 250.00 $ 3,750.00 121 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 133 $ 4.00 $ 532.00 122 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2;B) TON 226 $ 80.00 $ 18,080.00 123 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (2;B) TON 376 $ 78.00 $ 29,328.00 124 2502.541 6" PERF PE PIPE DRAIN LIN FT 200 $ 15.00 $ 3,000.00 125 2502.602 6" PVC PIPE DRAIN CLEANOUT EACH 2 $ 550.00 $ 1,100.00 126 2505.601 UTILITY COORDINATION LS 1 $ 2,500.00 $ 2,500.00 127 2506.502 ADJUST FRAME & RING CASTING (STORM) EACH 2 $ 450.00 $ 900.00 128 2506.502 ADJUST FRAME & RING CASTING (SANITARY) EACH 5 $ 450.00 $ 2,250.00 129 2506.602 ADJUST GATE VALVE EACH 1 $ 350.00 $ 350.00 130 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LF 482 $ 35.00 $ 16,870.00 131 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 $ 2,500.00 $ 2,500.00 132 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LF 100 $ 2.50 $ 250.00 133 2575.504 SODDING TYPE LAWN SY 256 $ 16.00 $ 4,096.00 134 2574.507 BOULEVARD TOPSOIL BORROW CY 43 $ 35.00 $ 1,505.00 CONSTRUCTION TOTAL $ 137,286.85 CONTINGENCY TOTAL (10%) $ 13,728.69 SUBTOTAL $ 151,015.54 INDIRECT COST TOTAL (20%) $ 30,203.11 TOTAL $ 181,218.64 GRAND TOTAL $ 2,180,142.21 APPENDIX C Assessment Map Preliminary Assessment Roll 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 Assessment Map CITY OF I Monticello 2020 Street Improvement Project N Meadows/Balboul Estates Area 0 350 WSb, Feet Monticello, MN A 1 inch = 350 feet _^ is �- ►� 27 Li 174 8 9 10 11 34 35 39 405 61�©12 2836 37 38 � D- a • - l� • 25 . 29 , 144 143 142 141 140 139 13 18 19 • 47 46 45 N 2q 48 2' ®®©©©© 17 � � � 14 20© 59 58 57 56 55 54 53 52 51 50 49 1 •733] 134 135 136 137 138 © � 23 �6 21 Y2 61 62 63 64 65 •® 132 131 1x29 1x27 1r25 �©©©JUN24A 79 78 77 76 75 74 73 72 71 66 � � • 1r23 70 69 68 67 �8�, 1r22 99 • FALLON D - © © 87 ©88 1r21 81 89 95 96 100: e i 1r20 82 93 83 86 119 84 85 91 92 105 101 e 118 • 106 104 102 107 117 116 115 114 113 112 � 111 110 109108 r d Project Location Single Family Residential ,., �M City-Owned Property I• Non-Assessed Am'OLia-P Assessment Map N 2020 Street Improvement Project Cardinal Hills Area Monticello, MN 0 350 WS b Feet 1 inch = 350 feet Assessment Map �� CITY 2020 Street Improvement Project N Monticello P � Oakridge Area 0 300 WS b Feet Monticello, MN 1 inch = 300 feet Preliminary Assessment Roll - Meadows/Balboul/Anders Wilhem Estates Neighborhood 2020 STREET IMPROVEMENT PROJECT TOTALASSESSED: $385,810.76 DATE: 11/12/2019 CITY OF MONTICELLO, WRIGHT COUNTY, MINNESOTA TOTAL ASSESSABLE UNITS: 127 CITY PROJECT NO.200001 PER UNIEASSESSMENT RATE: $3,037.88 RESIDENTIAL Map ID Parcel ID Property Address Owner Name Owner Address STREET ASSESSABI TOTALPROPOSED UNITS RATE STREETS TOTAL ASSESSMENT 1 155035002010 307 MARVIN ELWOOD RD MONTICELLO MN 55362 JEREMY L & MICHELLE R DRIVER 307 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 2 155035002020 303 MARVIN ELW00D RD M0NTICELL0 MN 55362 DAVID TTREFETHEN& JANE F TREFETHEN TRUST 303 MARVIN ELW00D RD MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.881 3 155035002030 235 CROCUS LN MONTICELLO MN 55362 ROSEMARY F PRUDHOMME 235 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 4 155035002040 231 CROCUS LN MONTICELLO MN 55362 SUSAN L & GEORGE H SARVER 231 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 5 155035002050 227 CROCUS LN MONTICELLO MN 55362 JAMES & ERICA DOROUGH 227 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 6 155035002060 223 CROCUS LN MONTICELLO MN 55362 RONALD L & SHARON L WEIMER 223 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 7155064003010 219 CROCUS LN MONTICELLO MN 55362 MATTHEW CAPKO 219 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 8 155064003020 211 CROCUS LN MONTICELLO MN 55362 JASON W & KELLEY C MURPHY 211 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 9 155064003030 203CR0CUSLN M0NTICELL0 MN 55362 DIANA L GREENINGER 203CROCUSLN MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.881 10 155064003040 125 CROCUS LN MONTICELLO MN 55362 MICHAEL S & ELIZABETH HARPER 125 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 11 155035004020 121 CROCUS LN MONTICELLO MN 55362 JACOB G TORKELSON 121 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 12 155035004030 117 CROCUS LN MONTICELLO MN 55362 JASON G & KERI L ERICKSON 117 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037 88 $3,037.88 1 13 155035004040 111 CROCUS CIR MONTICELLO MN 55362 WAVNE E SPICER& BARBARA RICHERT-SPICER 111 CROCUS CIR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 14 155035004050 109 CROCUS CIR MONTICELLO MN 55362 GENE FnS (�� `Vn�H�1 HANS0N 109 CROCUS CIR MONTICELL0 MN 55362 1 $3,037.88 $3,03788 $3,037.881 IS 155035004060 107 CROCUS CIR M0NTICELL0 MN 55362 KEI at�ijj jj{{ LLMMAN 107 CROCUS CIR MONTICELL0 MN 55362 1 $3,037.88 $3,03788 $3,037.881 16 155035004070 106 CROCUS CIR MONTICELLO MN 55362 ERIC P KOK & STEFANI 1 MOUCK 106 CROCUS CIR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 17 155035004080 104 CROCUS CIR M0NTICELL0 MN 55362 MICHELLE A& MATT BAUMGARTNER 104 CROCUS CIR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.881 18 155035004090 105 CROCUS LN MONTICELLO MN 55362 ALEXANDER W IACONO 105 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 19 155035004100 231 MARVIN ELWOOD RD MONTICELLO MN 55362 EARL R 1R & DEBORAH E DOMKE 431 BROADWAY E MONTICELLO MN 55362 2 $3,037.88 $6,075.76 $6,075.76 1 20 155035004110 229 MARVIN ELWOOD RD MONTICELLO MN 55362 AMY L PETERSON 229 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 21 155035004120 225 MARVIN ELWOOD RD MONTICELLO MN 55362 ANTICOM INVESTMENTS LLC 690 GLENCOE RD EXCELSIOR MN 55331 2$3,037.88 $6,075.76 $6,075.76 1 22 155035004130 215 MARVIN ELWOOD RD MONTICELLO MN 55362 GERMAN CHAVEZ 215 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037 88 $3,037.88 1 23 155035004140 211 MARVIN ELW00D RD M0NTICELL0 MN 55362 TIMOTHY& THERESA CAOUETTE 211 MARVIN ELW00D RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.881 24 155035004150 207 MARVIN ELW00D RD M0NTICELL0 MN 55362 DEANNE LKANIA 207 MARVIN ELW00D RD M0NTICELL0 MN 55362 1 $3,03788 $3,03788 $3,037.881 25 155035004160 305 PRAIRIE RD MONTICELLO MN 55362 MICHAEL K HARP 22118 575TH AVE LITCHFIELD MN 55355 0 $3,037.88 $0.00 $0.001 26 155035000010 CITY OF MONTICELLO 505 WALNUT ST STE I MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.881 27 155035005030 265 PRAIRIE RD MONTICELLO MN 55362 JAMES J & BRENDA M FISETTE 265 PRAIRIE RD MONTICELLO MN 55362 0 $3,037.88 $0.00 $0.001 28 155035005020 206 MARVIN ELW00D RD M0NTICELL0 MN 55362 JACK R& KIMBERLY ATENNEY 206 MARVIN ELW00D RD MONTICELL0 MN 55362 1 $3,037.88 $3,03788 $3,037.881 29 155035005010 210 MARVIN ELWOOD RD MONTICELLO MN 55362 JASON C STEBE 210 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 30 155035001141 214 MARVIN ELWOOD RD MONTICELLO MN 55362 GEORGE &MELANIE ANDERSON TRUST 1283 HALPER WAY WHITE BEAR LAKE MN 55110 1 $3,03788 $3,03788 $3,037.88 1 31 155035001140 216 MARVIN ELW00D RD M0NTICELL0 MN 55362 TAMEST& TERESITA P KOJETIN 216 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.881 32 155035001130 218 MARVIN ELWOOD RD MONTICELLO MN 55362 JASEN HOGLUND 218 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037 88 $3,037.88 1 33 155035001131 220 MARVIN ELW00D RD M0NTICELL0 MN 55362 SANDRA HOOK 220 MARVIN ELW00D RD M0NTICELL0 MN 55362 1 $3,03788 $3,03788 $3,037.881 34 155035001121 222 MARVIN ELWOOD RD MONTICELLO MN 55362 RICHARD A SCHAEFER REV TRUST 3133145TH ST NW MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 35 155035001120 224 MARVIN ELWOOD RD MONTICELLO MN 55362 RICHARD ASCHAEFER REV TRUST & DIANE L SCHAEFER REV TRUST 3133145TH ST NW MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 36 155035001110 226 MARVIN ELW00D RD M0NTICELL0 MN 55362 PAMELA K ORROCK 226 MARVIN ELW00D RD M0NTICELL0 MN 55362 1 $3,03788 $3,03788 $3,037.881 37 155035001111 228 MARVIN ELW00D RD M0NTICELL0 MN 55362 TIMOTHY & MEGAN SLAM 4555 TRILLIUM DR N MEDINA MN 55340 1 $3,03788 $3,03788 $3,037.881 38 155035001100 230 MARVIN ELWOOD RD MONTICELLO MN 55362 PATRICK C & DEANNE M SUTER 19631 COUNTY ROAD 50 NW BIG LAKE MN 55309 1 $3,037 88 $3,037.88 $3,037.88 1 39 155035001101 232 MARVIN ELWOOD RD MONTICELLO MN 55362 PATRICK C & DEANNE M SUTER 19631 COUNTY ROAD 50 NW BIG LAKE MN 55309 1 $3,03788 $3,037.88 $3,037.88 1 40 155035001090 234 MARVIN ELWOOD RD MONTICELLO MN 55362 STEVEN G HOLTHAUS 234 MARVIN ELWOOD RD MONTICELLO MN 55362 2 $3,037.88 $6,075.76 $6,075.76 1 41 155035001080 238 MARVIN ELWOOD RD MONTICELLO MN 55362 JENNIFER M LAZARCHIC 25201 W COMFORT DR FOREST LAKE MN 55025 2 $3,037.88 $6,075.76 $6,075.76 1 42 155035001070 242 MARVIN ELWOOD RD MONTICELLO MN 55362 THOMAS J LAPLANT & VICKY L LAPLANT JT REV TRUST 1914 ALADDIN AVE SW BUFFALO MN 55313 2$3,037.88 $6,075.76 $6,075.76 1 43 155035001060 246 MARVIN ELW00D RD MONTICELL0 MN 55362 DAVID LTRUSHENSKI 36742231ST AVE NW BIG LAKE MN 55309 1 $3,03788 $3,03788 $3,037.881 44 155035001061 248 MARVIN ELW00D RD MONTICELL0 MN 55362 DAVID LTRUSHENSKI 36742231ST AVE NW BIG LAKE MN 55309 1 $3,03788 $3,03788 $3,037.881 45 155035001050 250 MARVIN ELW00D RD MONTICELL0 MN 55362 DANIEL R&JEAN M ERIE 214JERRY UEFERT DR MONTICELL0 MN 55362 2 $3,037.88 $6,075.76 $6,075.761 46 155035001040 254 MARVIN ELWOOD RD MONTICELLO MN 55362 LYNN BETZ 254 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 47 155035001030 300 MARVIN ELW00D RD MONTICELL0 MN 55362 GREGORY C& ANGELA M KROGSTAD 9066 GRAYST0NE AVE MONTICELL0 MN 55362 2 $3,037.88 $6,075.76 $6,075.761 48 155035001020 304 MARVIN ELWOOD RD MONTICELLO MN 55362 ANTICOM INVESTMENTS LLC 690 GLENCOE RD EXCELSIOR MN 55331 2 $3,037.88 $6,075.76 $6,075.76 1 49 155035001010 308 MARVIN ELW00D RD MONTICELL0 MN 55362 DEBRA KRAFT 308 MARVIN ELW00D RD MONTICELL0 MN 55362 1 $3,037.88 $3,03788 $3,037.881 50 155064001010 312 MARVIN ELW00D RD MONTICELL0 MN 55362 JOHN R WALDVOGEL & CAROL M CARTER 312 MARVIN ELW00D RD MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.881 51 155035003010 253 MARVIN ELWOOD RD MONTICELLO MN 55362 WILLIAM R LONGLEY 11455 NICHOLAS CIR MONTICELLO MN 55362 2 $3,037.88 $6,075.76 $6,075.76 1 52 155035003020 WILLIAM R LONGLEY 11455 NICHOLAS CIR MONTICELLO MN 55362 2 $3,037.88 $6,075.76 $6,075.76 1 53 155035003030 226 CROCUS LN MONTICELLO MN 55362 BRIAN M JOHNSON 13161 JOHNSON ST BECKER MN 55308 1 $3,037.88 $3,037.88 $3,037.88 1 54 155035003040 222 CROCUS LN MONTICELLO MN 55362 ROBERT K WELSAND 222 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 55 155064002010 218 CROCUS LN MONTICELLO MN 55362 JESSE A & MOLLY L SCHLEICHER 218 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 56 155035003060 116 CROCUS LN MONTICELLO MN 55362 JOSEFINA CARDENAS LOPEZ 116 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 57 155035003070 108CR0CUSLN MONTICELL0 MN 55362 LEROY L&JOYCE H MEHR 12744 JARVIS AVE NW ANNANDALE MN 55302 1 $3,037.88 $3,03788 $3,037.881 58 155035003080 104 CROCUS LN MONTICELLO MN 55362 DAVID J SCHRAUT 104 CROCUS LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 59 155035003090 243 MARVIN ELW00D RD MONTICELL0 MN 55362 3K PROPERTIES LLC 7310 CAHILLAVE NE MONTICELL0 MN 55362 2 $3,037.88 $6,075.76 $6,075.761 60 155031002010 156 HEDMAN LN MONTICELLO MN 55362 CHERYL WILLIAMETTE-SATTER 156 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 61 155031002020 154 HEDMAN LN M0NTICELL0 MN 55362 DEBORA A BERTHIAUME 354 HEDMAN LN M0NTICELL0 MN 55362 1 $3,03788 $3,03788 $3,037.881 62 155031002030 152 HEDMAN LN MONTICELLO MN 55362 BRENT R KRUCHTEN 2959145TH ST NW MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 63 155031002040 126 BALB0UL CIR M0NTICELL0 MN 55362 BRANDON J&TARAH E KNOX 126 BALB0UL CIR MONTICELL0 MN 55362 1 $3,03788 $3,03788 $3,037.881 64 155031002050 122 BALB0ULCIR M0NTICELL0 MN 55362 RICHARD SHACKLE 122 BALB0UL CIR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.881 65 155031002060 118 BALB0UL CIR M0NTICELL0 MN 55362 TYLER W GATES 118 BALB0UL CIR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.881 66 155031002070 114 BALB0UL CIR M0NTICELL0 MN 55362 TINA LMARTIN 114 BALB0UL CIR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.881 67 155031002080 110 BALB0UL CIR MONTICELL0 MN 55362 MATTHEW L BIRKHOLZ 110 BALB0UL CIR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.881 68 155031002090 106 BALB0UL CIR MONTICELL0 MN 55362 TIMOTHY REEMTS& ANNA HENRICKS0N 106 BALBOUL CIR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.881 69 155031002100 144 HEDMAN LN MONTICELLO MN 55362 JESSE D MILLER 144 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 70 155031002110 140 HEDMAN LN MONTICELLO MN 55362 AARON L & LAURA HILDE 140 HEDMAN LN MONTICELLO MN 55362 1 $3,037 88 $3,03788 $3,037.88 1 71 155031000020 CITY OF MONTICELLO 505 WALNUT ST STE I MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.881 72 155031003010 128 HEDMAN LN MONTICELLO MN 55362 RANDY & KARI BRYANT 128 HEDMAN LN MONTICELLO MN 55362 1 $3,03788 $3,037.88 $3,037.88 1 73 155031003020 124 HEDMAN LN MONTICELLO MN 55362 DIONNE L WHITE 124 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 1 74 155031003030 120 HEDMAN LN MONTICELLO MN 55362 MARGARET) DRAHOTA 120 HEDMAN LN MONTICELLO MN 55362 1 $3,03788 $3,037.88 $3,037.88 75 155031003040 116 HEDMAN LN MONTICELLO MN 55362 EDWARD C & CHERYL RIVERS 116 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 76 155031003050 112 HEDMAN LN MONTICELLO MN 55362 LARRY S & TAMARA L METCALF 112 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,03788 $3,037.88 77 155031003060 108 HEDMAN LN MONTICELLO MN 55362DAVID S JR&TIFFANY A LEE 108 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,03788 $3,037.88 78 155026003130 106 HEDMAN LN MONTICELLO MN 55362 BONNIER WEDDEL 210 DEERWOOD DR GILBERT MN 55741 1 $3,037.88 $3,037.88 $3,037.88 79 155026003120 100 HEDMAN LN MONTICELLO MN 55362 JOHN & ERIKA SAELEE 100 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 80 155026003110 134 MARVIN ELWOOD RD MONTICELLO MN 55362DAVID A &JANICE L NYBERG 134 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,03788 $3,037.88 81 155026003100 132 MARVIN ELWOOD RD MONTICELLO MN 55362 THOMAS J& SHIRLEY L GIROUX 132 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 82 155026003090 130 MARVIN ELWOOD RD MONTICELLO MN 55362 MARKAGOOKIN 130 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,03788 $3,037.88 $3,037.88 83 155026003080 128 MARVIN ELWOOD RD MONTICELLO MN 55362 JAMES R & CAROLJ JOHNSON 128 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,03788 $3,037.88 84 155026003070 126 MARVIN ELWOOD RD MONTICELLO MN 55362 LEROY L&JOYCE H MEHR 12744 JARVIS AVE NW ANNANDALE MN 55302 1 $3,03788 $3,03788 $3,037.88 85 155026003060 124 MARVIN ELWOOD RD MONTICELLO MN 55362 DENNIS J&AMY L ROBERTSON 124 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 86 155026003050 122 MARVIN ELWOOD RD MONTICELLO MN 55362 FREDRICK F& CINDY A ANDERSON 122MARVINELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 87 155026003040 120 MARVIN ELWOOD RD MONTICELLO MN 55362 DAVID J &MARILYN A WITSCHEN 120 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,03788 $3,037.88 88 155026003030 118 MARVIN ELWOOD RD MONTICELLO MN 55362 DEAN E& ANGELA L ERICKSON IIB MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,03788 $3,037.88 89 155026003020 116 MARVIN ELWOOD RD MONTICELLO MN 55362 JARROD DUKES& AMY COOK -DUKES 116 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037 88 $3,037.88 90 155026003010 114 MARVIN ELWOOD RD MONTICELLO MN 55362 DUSTIN STAHLBACK& AMY VANHOOSER 114 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 91 155026002070 112 MARVIN ELWOOD RD MONTICELLO MN 55362 SUZANNE C& ALLEN R HERMOSILLO 112 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 92 155026002060 IID MARVIN ELWOOD RD MONTICELLO MN 55362 GREGORY R TIREVOLD ISO MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 93 155026002050 108 MARVIN ELWOOD RD MONTICELLO MN 55362 SHARON R MYERS log MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 94 155026002040 106 MARVIN ELWOOD RD MONTICELLO MN 55362 ELIZABETH M HECK 1o6 MARVIN EL WOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 95 155026002030 104 MARVIN ELWOOD RD MONTICELLO MN 55362 WESLEY W SCHRUPP 104 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 96 155026002020 102 MARVIN ELWOOD RD MONTICELLO MN 55362 RONALD J&ELZBIETA A TINGELSTAD 102 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 97 155026002010 IOD MARVIN ELWOOD RD MONTICELLO MN 55362 DONAVAN& JESSICA DEPATTO 100 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 98 155026001010 IDI MARVIN ELWOOD RD MONTICELLO MN 55362 RONALD A& VICKI A SCHLUENDER IDI MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 99 155026001020 103 MARVIN ELWOOD RD MONTICELLO MN 55362 THOMAS J & JANETT PROM 103 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,03788 $3,037.88 100 155026001030 105 MARVIN ELWOOD RD MONTICELLO MN 55362 PEGGY L POWERS 105 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,03788 $3,037.88 101155026001040 107 MARVIN ELWOOD RD MONTICELLO MN 55362 LUKE W & INGE a TORELL 107 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 102 155026001050 109 MARVIN ELWOOD RD MONTICELLO MN 55362 THOMAS A &VIRGINIA SHINABARGER PO BOX 221 ST MICHAEL MN 55376 1 $3,03788 $3,03788 $3,037.88 103 1016 11110 111 MARVIN ELWOOD RD MONTICELLO MN 55362 TYLER E GRUBE 111 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 104 155026001070 113 MARVIN ELWOOD RD MONTICELLO MN 55362 NIGELSHAW 113MAR VIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 105 10 6011110 115 MARVIN ELWOOD RD MONTICELLO MN 55362 ORMONDE O& JULIE J BRADFORD 115 MARVIN ELWOOD RD MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 106 155026001090 103 HEDMAN LN MONTICELLO MN 55362 TERRY R&JANICE R HOPKINS IDI HEDMAN LN MONTICELLO MN 55362 1 $3,03788 $3,03788 $3,037.88 107155026001100 105 HEDMAN LN MONTICELLO MN 55362 COLLEEN M SKILLINGS 105 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 log 155031004050 109 HEDMAN LN MONTICELLO MN 55362 JAYD A & REBECCAJ LINDOM 109 HEDMAN LN MONTICELLO MN 55362 1 $3,037 88 $3,037 88 $3,037.88 109 155031004040 123 HEDMAN LN MONTICELLO MN 55362 WARD &TINA BEAVERS 123 HEDMAN LN MONTICELLO MN 55362 1 $3,03788 $3,03788 $3,037.88 110 155031004030 127 HEDMAN LN MONTICELLO MN 55362 JACQUELYN S WILKES 127 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 111155031004020 131 HEDMAN LN MONTICELLO MN 55362 DIANE ROMANO 131 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 112 155031004010 135 HEDMAN LN MONTICELLO MN 55362 JOHANNA L THICKPENNY 135 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 113 155031000010 CITY OF MONTICELLO 505 WALNUTST STE I MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 114 155031001060 139 HEDMAN LN MONTICELLO MN 55362 LAURIEJ& JANICE M VANMEVEREN 139 HEDMAN LN MONTICELLO MN 55362 1 $3,03788 $3,03788 $3,037.88 115155031001070 143 HEDMAN LN MONTICELLO MN 55362 JAMES CELLETTE 143 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 116 155031001080 147 HEDMAN LN MONTICELLO MN 55362 EDWARD I & MARLAA HUGHES 147 HEDMAN LN MONTICELLO MN 55362 1 $3,03788 $3,03788 $3,037.88 117 155031001090 153 HEDMAN LN MONTICELLO MN 55362 MACARIO AGUIRRE CASTREJON& LUCIA VAZQUEZ ROQUE 151 HEDMAN LN MONTICELLO MN 55362 1 $3,03788 $3,037.88 $3,037.88 118 155031001010 155 HEDMAN LN MONTICELLO MN 55362 BENJAMIN A COLE 155 HEDMAN LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 TOTAL UNITS: 127 TOTALASSESSED: $385,810.761 Preliminary Assessment Roll -Cardinal Hills Neighborhood 2020 STREET IMPROVEMENT PROJECT TOTAL ASSESSED: $431,378.96 DATE: 11/12/2019 CITY OF MONTICELLO, WRIGHT COUNTY, MINNESOTA TOTAL ASSESSABLE UNITS: 142 CITY PROJECT NO.200001 PER UNIT ASSESSMENT RATE: $3,037.88 RESIDENTIAL STREETASSESSABLE TOTALPROPOSED Map ID Parcel ID Property Address Owner Name Owner Address UNITS RATE STREETS TOTAL ASSESSMENT 1 155069001010 5031 MARTIN DR MONTICELLO MN 55362 TIMOTHYJ & CINDYA FOSTER 5031 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 2 155069001020 5035 MARTIN DR MONTICELLO MN 55362 TRACI LSWANSON 5035 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 3 155069001030 5041 MARTIN DR MONTICELLO MN 55362 MATTHEW e & ASHLEY M BROWN 5041 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 4 155069001040 5045 MARTIN DR MONTICELLO MN 55362 RAANDE L HOWE 5045 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 5 155069001050 5051 MARTIN DR MONTICELLO MN 55362 ANDREW D MILOTA 5051 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 6 155069001060 5061 MARTIN DR MONTICELLO MN 55362 HOLLI R GARNER 5061 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 7 155069001070 5081 MARTIN DR MONTICELLO MN 55362 MARVIN & CANDIS ROSS 5081 MARTIN OR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 8 155069001080 5101 MARTIN DR MONTICELLO MN 55362 CYNTHIA L DAVIS 5101 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 9 155069001090 5121 MARTIN DR MONTICELLO MN 55362 PAUL D & LISA K ANDERSON 5121 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 10 155073001010 5123 MARTIN DR MONTICELLO MN 55362 PAUL E & WENDY S MAUK 5123 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 11 155073001020 5125 MARTIN DR MONTICELLO MN 55362 KENNETH II & DANA MINDER 5125 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 12 155073001030 5127 MARTIN DR MONTICELLO MN 55362 COREYJ & REBECCA R COMMERFORD 5127 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 13 155073006010 5131 MARTIN DR MONTICELLO MN 55362 SANDRA MERICKEL 5131 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 14 155073006020 5133 MARTIN DR MONTICELLO MN 55362 ADAM C NELSON & KARA L LOGES 5133 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 15 155073006030 5181 STARLING DR MONTICELLO MN 55362 MARK R HICKMAN 5181 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 16 155073006040 9331 CANVASBACK CT MONTICELLO MN 55362 JOSHUA D & KAREN M MALIN 9331 CANVASBACK CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 17 155073006050 9351 CANVASBACK CT MONTICELLO MN 55362 DEBRA S & SHUMAN LLEE 9351 CANVASBACK CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 18 155073006060 9371 CANVASBACK CT MONTICELLO MN 55362 JESSE K&JENNAJ KULBERG 9373 CANVASBACK CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 19 155073006070 9370 CANVASBACK CT MONTICELLO MN 55362 DAVID A FRICKEA 9370 CANVASBACK CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 20 155073006080 9350 CANVASBACK CT MONTICELLO MN 55362 RICKIE D &JUANITA VAUGHN 8826 DARROW AVE NE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 21 155073006090 5261 STARLING DR MONTICELLO MN 55362 TERESA A LUNDGREN 5261 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 22 155078001040 9311 EIDER LN MONTICELLO MN 55362 ZACHARY ARECHIGO 9311 EIDER LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 23 155078001030 9351 EIDER LN MONTICELLO MN 55362 DANIEL & SHARON VAILLANCOURT 9351 EIDER LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 24 155078001020 9391 EIDER LN MONTICELLO MN 55362 JUAN C & CHERYL L VERGARA 9391 EIDER LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 25 155078001010 9421 EIDER LN MONTICELLO MN 55362 TROY G & AMY KUPSER 9421 EIDER LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 26 155073000010 5129 MARTIN DR MONTICELLO MN 55362 CITY OF MONTICELLO 505 WALNUTSTSTE 1 MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 27 155078002010 9480 EIDER LN MONTICELLO MN 55362 STEPHANIE R FRANE 22939 BRADENWOOD CT LAND O' LAKES FL 34639 1 $3,037.88 $3,037.88 $3,03788 28 155078002020 9440 EIDER LN MONTICELLO MN 55362 MARTIN C &K L SCHILLERSTROM 9440 EIDER LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 29 155078002030 9410 EIDER LN MONTICELLO MN 55362 JOSHUA & MELISSA OLSON 9410 EIDER LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 30 155078002040 5331 FALCON AVE MONTICELLO MN 55362 DOUGLAS L & ERIKA A OLSON 5331 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 31 155078002050 5351 FALCON AVE MONTICELLO MN 55362 MATTHEW R ILLIES 5351 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 32 155078002060 5371 FALCON AVE MONTICELLO MN 55362 ASHLEY I KRECKLAU 5371 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 33 155078002070 5391 FALCON AVE MONTICELLO MN 55362 CHERYL A KIEKOW 5391 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 34 155078002080 5401 FALCON AVE MONTICELLO MN 55362 LINDA L BARTHEL 5401 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 35 155078002090 5421 FALCON AVE MONTICELLO MN 55362 TIMOTHY A WINTERHALTER 5421 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 36 155078002100 5431 FALCON AVE MONTICELLO MN 55362 JENNIFER R LEVASSEUR 5431 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 37 155078002110 5451 FALCON AVE MONTICELLO MN 55362 ANGELA L BERG 8468 SHADYVIEW LN N MAPLE GROVE MN 55311 1 $3,037.88 $3,037.88 $3,03788 38 155078002120 5461 FALCON AVE MONTICELLO MN 55362 AMY 1 BOETTCHER 5461 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 39 155078002130 5481 FALCON AVE MONTICELLO MN 55362 SHARON M JONSSON 5481 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 40 155078002140 5491 FALCON AVE MONTICELLO MN 55362 EARL D HAHN 5491 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 41 155078002150 5511 FALCON AVE MONTICELLO MN 55362 BENJAMIN S & APRIL L GAISFORD 5511 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 42 155078002160 5521 FALCON AVE MONTICELLO MN 55362 MARK A & PAMELA K AGRE 5521 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 43 155078002170 5541 FALCON AVE MONTICELLO MN 55362 JOSEPH E & SANDRAJ JOHNSON 5541 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 44 155088001010 9440 ORIOLE LN MONTICELLO MN 55362 JAMES E & HOLLY J SHEFFIELD 9440 ORIOLE LN MONTICELLO MN 55362 0 $3,037.88 $0.00 $0.00 45 155078003210 5540 FALCON AVE MONTICELLO MN 55362 MONICA LSTROMMEN 5540 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 46 155078003200 5520 FALCON AVE MONTICELLO MN 55362 SCOTT B&LORI M CHRISTIANSON 5520 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 47 155078003190 5500 FALCON AVE MONTICELLO MN 55362 CARLA F EARLANDSON 660 RIVERVIEW DR UNIT 536 MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 48 155078003180 5490 FALCON AVE MONTICELLO MN 55362 DEBRA K ARNOLD 5490 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 49 155078003170 5480 FALCON AVE MONTICELLO MN 55362 CRAIG R & LISA K NORDHAUS 5480 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 50 155078003160 5460 FALCON AVE MONTICELLO MN 55362 ANGELA M NOSKE 5460 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 51 155078003150 5450 FALCON AVE MONTICELLO MN 55362 COREY HERIAN 5450 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 52 155078003140 5430 FALCON AVE MONTICELLO MN 55362 BRENDA ANDERSON 5430 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 53 155078003130 5420 FALCON AVE MONTICELLO MN 55362 LEANN L CHRISTENSON 11716 54TH ST NE ALBERTVILLE MN 55301 1 $3,037.88 $3,037.88 $3,03788 54 155078003120 5400 FALCON AVE MONTICELLO MN 55362 PHILIP R FREDERICK 17881 DAYTON RIVER RD DAYTON MN 55327 1 $3,037.88 $3,037.88 $3,03788 55 155078003110 5390 FALCON AVE MONTICELLO MN 55362 JASON 1 FORSTER KULHANEK & DEANNA L FORSTER KULHANEK 5390 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 56 155078003100 5370 FALCON AVE MONTICELLO MN 55362 ANDREW T WEBER 5370 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 57 155078003090 5350 FALCON AVE MONTICELLO MN 55362 CARLOS HERNANDEZ LUGO 5350 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 58 155078003080 5330 FALCON AVE MONTICELLO MN 55362 MELANIE M & LONNY LASHTON 5330 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 59 155078003070 5320 FALCON AVE MONTICELLO MN 55362 ADAM & AMBER DEFLORIN 5320 FALCON AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 60 155078003060 9310 EIDER LN MONTICELLO MN 55362 JAMES & ROXANNA L FOSTER 9310 EIDER LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 61 155078003050 5331 STARLING DR MONTICELLO MN 55362 JILL A STEFFENS 5331 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 62 155078003040 5351 STARLING DR MONTICELLO MN 55362 PHILLIP TSCHWAB 5351 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 63 155078003030 5371 STARLING DR MONTICELLO MN 55362 KATIE GIBSON 5371 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 64 155078003020 5381 STARLING DR MONTICELLO MN 55362 TIMOTHY H MICHAELS & ULA KAUNOSKI 5381 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 65 155078003010 5391 STARLING DR MONTICELLO MN 55362 KATHLEEN M WEISS 5391 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 66 155078004080 5380 STARLING DR MONTICELLO MN 55362 MICHAEL CLAIRE 5380 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 67 155078004070 5360 STARLING DR MONTICELLO MN 55362 HECTOR HERNANDEZ-AGUILAR& XOCHELJ HERNANDEZ 5360 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 68 155078004060 5350 STARLING DR MONTICELLO MN 55362 CHARLES A WORKCUFF 244744TH ST SE DELANO MN 55328 1 $3,037.88 $3,037.88 $3,03788 69 155078004050 5340 STARLING DR MONTICELLO MN 55362 JON HARTELL 5340 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 70 155078004040 5320 STARLING DR MONTICELLO MN 55362 STANLEY R&JANELLR HULTIN 5320 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 71 155078004030 5310 STARLING DR MONTICELLO MN 55362 ADAM & AMANDA HARTUNG 5310 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 72 155078004020 5290 STARLING DR MONTICELLO MN 55362 DAWN 1 HENRY & DAWN J PEURA PO BOX 125 BUFFALO MN 55313 1 $3,037.88 $3,037.88 $3,037.88 73 155078004010 5270 STARLING DR MONTICELLO MN 55362 REM SOUTH CENTRAL SERVICES INC 6600 FRANCE AVE S STE 500 EDINA MN 55435 1 $3,037.88 $3,037.88 $3,037.88 74 155073005010 5260 STARLING DR M0NTICELLO MN 55362 RANDALL I PUNDZUS 1558876TH PLN MAPLE GROVE MN 55311 1 $3,037.88 $3,037.88 $3,037.88 75 155073005020 5240 STARLING DR MONTICELLO MN 55362 RAYMOND E DAHLOF & KELLY J LAFRANCE-DAHLOF 5240 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 76 155073005030 5220 STARLING DR MONTICELLO MN 55362 CARL W SCHMIDT 5220 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 77 155073005040 5210 STARLING DR M0NTICELLO MN 55362 ERIC& JACQUELINE GRUSE 5210 STARLING DR M0NTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 78 155073005050 5190 STARLING DR MONTICELLO MN 55362 COREY R CASE 5190 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 79 155073005060 5141 MALLARD LN MONTICELLO MN 55362 KATHRYN SCHWARTZ 5141 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 80 155073005070 5149 MALLARD LN MONTICELLO MN 55362 DUANE A STROMMEN 5149 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 81 155073005080 5153 MALLARD LN MONTICELLO MN 55362 MANUEL NAVARRETE & ANGELINA GARCIA 5153MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 82 155073005090 5157 MALLARD LN MONTICELLO MN 55362 NICOLE MOUSSETTE 5157 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 83 155073005100 5171 MALLARD LN MONTICELLO MN 55362 BENJAMIN &JENNIFER BANISTER 5111 MALLARD W MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 84 155073005110 5191 MALLARD LN MONTICELLO MN 55362 CASSANDRA L LITTMANN 5191 MALLARD W MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 85 155073005120 9091TA14AGERCIR M0NTICELLO MN 55362 RONDA R O'BRIEN 9091TANAGERCIR M0NTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 86 155073005130 9121 TANAGER CIR M0NTICELLO MN 55362 CHRISTOPHER I MORAN 9121 TANAGERCIR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 87 155073005140 9141 TANAGER CIR M0NTICELLO MIN 55362 ELLEN W BIORNLIE 9141 TANAGER CIR M0NTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 88 155073005150 9160 TANAGER CIR MONTICELLO MN 55362 THOMAS G & EILEEN G PROVO 1609 MAPLE AVE BUFFALO MN 55313 1 $3,037.88 $3,037.88 $3,037.88 89 155073005160 9140 TANAGER CIR M0NTICELLO MN 55362 JUSTIN R PETRICH 9140 TANAGER CIR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 90 155073005170 9120 TANAGER CIR M0NTICELLO MN 55362 JEREMIAH L& MARCY J ANDERSON 9120 TANAGER CIR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 91 155073005180 9090 TANAGER CIR M0NTICELLO MIN 55362 JASON G MARVIN 9090 TANAGER CIR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 92 155082001010 5281 MALLARD LN MONTICELLO MN 55362 PATRICK P JR & JEANNE L WINSOR 5281 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 93 155082001020 5301 MALLARD LN MONTICELLO MN 55362 LEVI P & DANNYELLE R JARVI 5301 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 94 155082001030 5311 MALLARD LN MONTICELLO MN 55362 SHARON FABER 5311 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 95 155082001040 5331 MALLARD LN MONTICELLO MN 55362 SAMANTHA EDGREN & JEREMY EDGREN 5331 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 96 155082001050 5341 MALLARD LN MONTICELLO MN 55362 ALANA PEARSON 5341 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 97 155082001060 5361 MALLARD LN MONTICELLO MN 55362 TARA CHELAINE PETERSON 5361 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 98 155082001070 5371 MALLARD LN MONTICELLO MN 55362 BART G & ASHLEY E ANDERSEN 5371 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037 88 99 155082001090 9211 WIDGEON LN M0NTICELLO MN 55362 TRACEV LELUS 9211 WIDGEON LN MONTICELLO MN 55362 0 $3,037.88 $0.00 $0.00 100 155082001080 5381 MALLARD LN MONTICELLO MN 55362 LVLE W JR & KAREN E COLLVER 5381 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 101155082002100 5390 MALLARD LN MONTICELLO MN 55362 YANIK W JOHNSON 5390 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 102 155082002090 5380 MALLARD LN MONTICELLO MN 55362 MARK W & TAMMY L TOWNER 5380 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 103 155082002080 5370 MALLARD LN MONTICELLO MN 55362 SHAE GRUBA 5370 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 104 155082002070 5360 MALLARD LN MONTICELLO MN 55362 ALAN V & LOIS E BLAKE 5360 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 105155082002060 5340 MALLARD LN MONTICELLO MN 55362 MARK A BOHNSACK 5340 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 106 155082002050 5330 MALLARD LN MONTICELLO MN 55362 SANDRA M HINDERMANN 5330 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 107155082002040 5310 MALLARD LN MONTICELLO MN 55362 MATTHEW & TANYA KONECZNY 5310 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 108 155082002030 5300 MALLARD LN MONTICELLO MN 55362 BRIAN G TAMM 5300 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 109 155082002020 5280 MALLARD LN MONTICELLO MN 55362 LINN DJENSEN & KATINA R PAULZINE 5280 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 110 155082002010 5270 MALLARD LN MONTICELLO MN 55362 DALE D SCHMITT 5270 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 111155073004010 5250 MALLARD LN MONTICELLO MN 55362 KRYSTEN BEEMAN 5250 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 112 155073003140 5220 MALLARD LN MONTICELLO MN 55362 FRANK P ROWE 5220 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 113 155073003130 5200 MALLARD LN MONTICELLO MN 55362 DAVID J DANIELSON 5200 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 114 155073003120 5190 MALLARD LN MONTICELLO MN 55362 WILLIAM V COATES & LIBERTY M FIALA 5190 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 115 155073003110 9060 HERON CT MONTICELLO MN 55362 AMBER OTIS 9060 HERON CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 116 155073003100 9050 HERON CT MONTICELLO MN 55362 STEVEN C & BARBARA BERNDTSON 9050 HERON CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 117155073003090 9051 HERON CT MONTICELLO MN 55362 ERIC D & LORI A METZGER 9051 HERON CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 118 155073003080 9071 HERON CT MONTICELLO MN 55362 JOHN &JONAY STEPANEK 9071 HERON CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 119 155073003070 5160 MALLARD LN MONTICELLO MN 55362 JOSHUA PEQUIN 5160 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 120 155073003060 5156 MALLARD LN MONTICELLO MN 55362 LARRY A SCHMIDT 5156 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 121155073003050 5152 MALLARD LN MONTICELLO MN 55362 JENNIFER C RUBIN 5152 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 122 155073003040 5148 MALLARD LN MONTICELLO MN 55362 STANLEY o & MELANIE M GIROUARD 5148 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 123 155073003030 5144 MALLARD LN MONTICELLO MN 55362 JASON LUCAS 5144 MALLARD LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 124 155073003020 5150 STARLING DR M0NTICELLO MN 55362 DAYEA KLA-DIIHBAH 5150 STAR LING DR M0NTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,03788 125 155073003010 5130 STARLING DR M0NTICELLO MN 55362 DARYL L & SHARLENE M WING 5130 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,03788 126 155069003070 5110 STARLING DR M0NTICELLO MN 55362 MICHAEL B BREVIG 5110 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,03788 127 155069003060 5100 STARLING DR M0NTICELLO MN 55362 THERESA L&STEVEN LAARVIG 5100 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 128 155069003050 5090 STARLING DR M0NTICELLO MN 55362 DENNIS& SIEGLINDE JEWETT 5090 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,03788 129 155069003040 5070 STARLING DR M0NTICELLO MN 55362 GARY &LORA ASHTON 5070 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,03788 130 155069003030 5050 STARLING DR M0NTICELLO MN 55362 REBECCA WRIGHT 5050 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 131155069003020 5030 STARLING DR MONTICELLO MN 55362 GREG ELFERING 5030 STARLING DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 132 155069003010 5010 STARLING DR M0NTICELLO MN 55362 LUCAS &RACHEL NELSON 5010 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,03788 133 155069002080 5061 STARLING DR M0NTICELLO 55362 CLINTON SORVARI 5061 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 134 155069002070 5081 STARLING DR M0NTICELLO 55362 BRIAN CASE 5081 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 135155069002060 5101 STARLING DR M0NTICELLO 55362 JENNIFER HARTEL 5101 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 136 155069002050 5121 STARLING DR M0NTICELLO 55362 SHANE PROTASIEWICZ 5121 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,03788 137 155073002040 5141 STARLING DR M0NTICELLO 55362 DANIELI HALEY 5141 STARLING DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 138 155073002030 5134 MARTIN DR MONTICELLO 55362 JUAN A RIVERA 5134 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 139 155073002020 5128 MARTIN DR MONTICELLO 55362 SCOTT M PFEISTER 5128 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 140 155073002010 5124 MARTIN DR M0NTICELLO 55362 SANDRA WIPPER 5124 MARTIN DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 141155069002040 5120 MARTIN DR MONTICELLO 55362 KEVIN 1 & PATRICIA BERTHIAUME 5120 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 142 155069002030 5100 MARTIN DR M0NTICELLO 55362 BRENT FREDRICKSON 5100 MARTIN DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,03788 143 155069002020 5080 MARTIN DR M0NTICELLO 55362 LAURIE KOEP 5080 MARTIN DR MONTICELL0 MN 55362 1 $3,037.88 $3,037.88 $3,037.88 144 155069002010 5040 MARTIN DR MONTICELLO 55362 BRENTJ YANTES 5040 MARTIN DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 TOTAL UNITS: 142 TOTALASSESSED (CARDINAL HILLS): $431,378.96 Preliminary Assessment Roll - Oakridge Neighborhood 2020 STREET IMPROVEMENT PROJECT TOTALASSESSED: $182,272.80 DATE: 11/12/2019 CITY OF MONTICELLO, WRIGHT COUNTY, MINNESOTA TOTAL ASSESSABLE UNITS: 60 CITY PROJECT NO. 200001 PER UNIT ASSESSMENT RATE: $3,037.88 RESIDENTIAL Map ID Parcel ID PropertVAddreaa Owner Name Owner Address STREET ASSESSABLE TOTAL PROPOSED UNITS RATE STREETS TOTAL ASSESSMENT 1 155080005130 2621 OAK RIDGE DR MONTICELLO MN 55362 MICHELE L & DANIEL E FORSMAN 2621 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 2 155080005120 2631 OAK RIDGE DR MONTICELLO MN 55362 JOSEPH & KELLY PERRAULT 2631 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 3 155080005110 2641 OAK RIDGE DR MONTICELLO MN 55362 MATTHEW HAVEN& MOLLY KEGLER 2641 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 4 155080005100 2651 OAK RIDGE DR MONTICELLO MN 55362 GARYA & LAURA A DOCKENDORF 2651 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 5 155080005090 2661 OAK RIDGE DR MONTICELLO MN 55362 HPA BORROWER 2017-1 LLC 180 N STETSON AVE STE 3650 CHICAGO IL 60601 1 $3,037.88 $3,037.88 $3,037.88 6 155080005080 2671 OAK RIDGE DR MONTICELLO MN 55362 MACKENZIE W SCOTT & ALISON L HIETANEN 2671 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 7 155080005070 2681 OAK RIDGE DR MONTICELLO MN 55362 JAMES M & TONI M FREEBERG 2681 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 8 155080005060 2691 OAK RIDGE DR MONTICELLO MN 55362 MARYA REBUS 2691 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 9 155080005050 2661 OAKVIEW LN MONTICELLO MN 55362 KEITH F ROWLEY&J& 2:610AKVIEWLN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 10 155080005040 2671 OAKVIEW LN MONTICELLO MN 55362 fflN%ROWLEY ROBERT & �(�jj jj ��yy��jj 2671 OAKVIEW LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 11 155080005030 2681 OAKVIEW LN MONTICELLO MN 55362 JOHN O SCHEUNEMANN LIVING TR 7965 CORCORAN TRL E CORCORAN MN 55340 1 $3,037.88 $3,037.88 $3,03788 12 155080005020 2691 OAKVIEW LN MONTICELLO MN 55362 PATRICK) &JOANN M OLSON 2691 OAKVIEW LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 13 155080005010 2701 OAKVIEW LN MONTICELLO MN 55362 DAVID N & CRYSTAL LEE 2701 OAKVIEW LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 14 155080004010 2711 OAKVIEW LN MONTICELLO MN 55362 JOYCE E WALLACE 2711 OAKVIEW LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 15 155080003120 2702 OAKVIEW LN MONTICELLO MN 55362 ALEX S BERGANZA 2702 OAKVIEW LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 16 155080003110 2672 OAKVIEW LN MONTICELLO MN 55362 TOBYJ&ERICA M ERDMANN 2672 OAKVIEW LN MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 17 155080003100 2721 OAK RIDGE DR MONTICELLO MN 55362 SCOTT A & MELISSAA BRENDEMUHL 2721 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 18 155080003090 2731 OAK RIDGE DR MONTICELLO MN 55362 JULIE BURSCH 27310AK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 19 155080003080 2751 OAK RIDGE DR MONTICELLO MN 55362 JUSTIN BROWE 2753 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 20 155080003070 2771 OAK RIDGE DR MONTICELLO MN 55362 MATTHEW A MEYER 2771 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 21 155080003060 2801 OAK RIDGE DR MONTICELLO MN 55362 DAVID S & VIVIAN L WALSTON 2801 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 22 155080003050 2821 OAK RIDGE DR MONTICELLO MN 55362 JAMES & CAROL MCNAUGHTON 2821 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 23 155080003040 2831 OAK RIDGE DR MONTICELLO MN 55362 LARRY CROW 2833 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 24 155080003030 2851 OAK RIDGE DR MONTICELLO MN 55362 HEATHER O'NEAL & SHANNON MILLER 2851 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 25 155080003020 1135 MEADOW OAK DR MONTICELLO MN 55362 JOHN Z & ABIGAIL M DEMARS 1135 MEADOW OAK DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 26 155080003010 1115 MEADOW OAK DR MONTICELLO MN 55362 HPA BORROWER 2016-1 LLC 180 N STETSON AVE STE 3650 CHICAGO IL 60601 1 $3,037.88 $3,037.88 $3,037.88 27 155045006010 2862 OAKVIEW LN MONTICELLO MN 55362 KEVINM&KENDA A LANG 2862 OAKVIEW LN MONTICELLO MN 55362 0 $3,037.88 $0.00 $0.00 28 155045005040 1040 MEADOW OAK DR MONTICELLO MN 55362 JOHN E & BLUETTE S HARPER 1040 MEADOW OAK DR MONTICELLO MN 55362 0 $3,037.88 $0.00 $0.00 29 155045005050 1100 MEADOW OAK DR MONTICELLO MN 55362 GARY D &TAMARA L KRAFT 1100 MEADOW OAK DR MONTICELLO MN 55362 0 $3,037.88 $0.00 $0.00 30 155080001010 1120 MEADOW OAK DR MONTICELLO MN 55362 MARK A & MICHELE F LAWLOR 1120 MEADOW OAK DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 31 155080001020 1140 MEADOW OAK DR MONTICELLO MN 55362 DAVIDA& AMANDA SEEGMILLER 1140MEADOW OAK DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 32 155080001030 1160 MEADOW OAK DR MONTICELLO MN 55362 CODY L & RACHEL L ROBINSON 1160 MEADOW OAK DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 33 155080002030 2910 OAK RIDGE DR MONTICELLO MN 55362 CORY R KALWAY & KIMBERLY A HASS 2910 OAK RIDGE DR MONTICELLO MN 55362 0 $3,037.88 $0.00 $0.00 34 155080002040 1250 MEADOW OAK CT MONTICELLO MN 55362 MICHAEL R &JANELLE DOERFLER 1250 MEADOW OAK CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 35 155080002050 1260 MEADOW OAK CT MONTICELLO MN 55362 BRIAN OLSON 1260 MEADOW OAK CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 36 155080002060 1265 MEADOW OAK CT MONTICELLO MN 55362 ROLE E OBEY 1265 MEADOW OAK CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 37 155080002070 1245 MEADOW OAK CF MONTICELLO MN 55362 MICHAEL & LINDA R SNYDER 1245 MEADOW OAK CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 38 155080002080 2860 OAK RIDGE DR MONTICELLO MN 55362 BRANDON T & SARAJ FIDLER 2860 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 39 155080002090 2840 OAK RIDGE DR MONTICELLO MN 55362 AIMEE PETERSON 2840 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 40 155080002100 2820 OAK RIDGE DR MONTICELLO MN 55362 MICHELE A DAVIDSON 13520 KNOLLWAY DR N MINNETONKA MN 55305 1 $3,037.88 $3,037.88 $3,037.88 41 155080002110 2810 OAK RIDGE DR MONTICELLO MN 55362 DANIEL J & SHERYL LCIATTI 2810 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 42 155080002120 2780 OAK RIDGE DR MONTICELLO MN 55362 GENE G & ELIZABETH M KIPHUTH 2780 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 43 155080000010 CITY OF MONTICELLO 505 WALNUT ST STE 1 MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 44 155080006010 2750 OAK RIDGE DR MONTICELLO MN 55362 NIKKI BLACK 27500AK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 45 155080006020 2730 OAK RIDGE DR MONTICELLO MN 55362 BRIAN E &STEPHANIE L FIELDSETH 2730 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 46 155080006030 2710 OAK RIDGE DR MONTICELLO MN 55362 PETER NORDLIE & HILARY HOGAN 2710 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 47 155080006040 2680 OAK RIDGE DR MONTICELLO MN 55362 JOHN H &JACQUELINE) HARRIS 2680 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 48 155080006050 2670 OAK RIDGE DR MONTICELLO MN 55362 BARBARA DELGER 2670 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 49 155080006060 2660 OAK RIDGE DR MONTICELLO MN 55362 CHARLES E & KIMBERLY R HISS 2660 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 50 155080006070 2650 OAK RIDGE DR MONTICELLO MN 55362 CARLEST&BRITTANYSHOIIAND 2650 OAK RIDGE DR MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 51 155080006080 2651 OAKVIEW CT MONTICELLO MN 55362 BRADLEY V & LINDA ) CHASE 2651 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 52 155080006090 2671 OAKVIEW CT MONTICELLO MN 55362 GERALD & LUCY LINDENFELSER 2671 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 53 155080006100 2701 OAKVIEW CT MONTICELLO MN 55362 ROBERT C& TAMARA J MENSHAUSEN 2701 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 54 155080006110 2721 OAKVIEW CT MONTICELLO MN 55362 WILLIAM M & DEBBIE 1 LOCKE 2721 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 55 155080006120 2731 OAKVIEW CT MONTICELLO MN 55362 RENEE L RUTHERFORD 2731 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 56 155080006130 2751 OAKVIEW CT MONTICELLO MN 55362 THOMASM&VALERIEJTICE 2751 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 57 155080006140 2771 OAKVIEW CT MONTICELLO MN 55362 KYLE D & KRISTI D HARJU 2771 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 58 155080006150 2760 OAKVIEW CT MONTICELLO MN 55362 MARK D COADY 9203 COUNTRY AVE MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 59 155080006160 2740 OAKVIEW CT MONTICELLO MN 55362 MICHAEL) & NATALIE A NELSON 2740 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 60 155080006170 2730 OAKVIEW CT MONTICELLO MN 55362 RYAN &TRISHA FALK 2730 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 61 155080006180 2710 OAKVIEW CT MONTICELLO MN 55362 JANET L&JEROME X ZARUBA 2710 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 62 155080006190 2680 OAKVIEW CT MONTICELLO MN 55362 CHARLES WJR&CATHY KOCHMANN 2680 OAKVIEW CRT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 63 155080006200 2660 OAKVIEW CT MONTICELLO MN 55362 DEBRAA EDWARDS 2660 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,037.88 64 15508000621C 2650 OAKVIEW CT MONTICELLO MN 55362 NAPO RODRIGO RIERA RIERA 2650 OAKVIEW CT MONTICELLO MN 55362 1 $3,037.88 $3,037.88 $3,03788 TOTAL UNITS: 60 TOTAL ASSESSED(EASTWOOD): $182,272.80 APPENDIX D Pavement Forensic Report 2020 Street Improvements Project City of Monticello Project No. 200001 WSB Project No. R-014709-000 0 U 6 Z W m 00 0 0 a a M U) U) Z U) J 0 a W Z Z 0 0 Cl) W H U) V) W Z W Q Q Z W X 0 WSb Memorandum To: Matt Leonard, P.E. City Engineer/Public Works Director From: Andrea Blanchette Tom Wood Sheue Torng Lee Date: September 9, 2019 Re: City of Monticello Pavement Forensic Report 2020 Street Improvement Project WSB Project No. 014755-000 Introduction WSB is pleased to submit this pavement forensics report detailing the results of the pavement coring which were completed on September 4, 2019 in the City of Monticello. The various characteristics of the pavement cores were analyzed to assist in determining the appropriate pavement maintenance or rehabilitation method for the roadways and parking lot. A total of 43 pavement cores were obtained on streets for the 2020 Street Improvement Project, including the Wastewater Treatment Plant roadways and parking lot. The locations of the pavement cores are summarized in Figure 1 to Figure 5. A summary of the pavement depths and condition, and recommended maintenance activity for these areas are shown in Table 1. Matt Leonard September 9, 2019 Page 2 Figure 1. Pavement core locations at the Wastewater Treatment Plant. Matt Leonard September 9, 2019 Page 3 E Monticello Rod A & Gun Club T a Core 7 s, Inc q • �Q ane Q q Core 11 lynamic Bodywork 4 W River St �Br . o Core 8 r •t� Fi d� Hillcrest Park 4 Core 9 Core 10 F r,7rr:C H ! . ! Core 15 Core 12 sz Core 13 0 I Core 14 Figure 2. Pavement core locations in the Meadows/Balboul Estates neighborhoods located in the northwest area of the City. Matt Leonard September 9, 2019 Page 4 0 Core 16 U Core 17 Figure 3. Pavement core locations on 90th Street NE. iv C (25) Matt Leonard September 9, 2019 Page 5 Education Center the Mountain rn entary School „ 3 Core 20 �»+ e+vd' Core 29 School Blvd Jaso Core 18 Core 26 Falcon Ave • Core 21 Core 28 m . ; Core 19 Core 24 ar Park � � Core 22 Core 25 Core 23 Figure 4. Pavement core locations in the Cardinal Hills neighborhood. Matt Leonard September 9, 2019 Page 6 22 MTC04 - Freeway Fields �c n° �a Sra � Core 30 Core 32 'ection Monticello Dog Park an Church Oak Core 31 Core 34 a Core 33 ;d � � � Core 35 .h % p Meada+�P � Core 37 Core 38 Anna Joy Makeup 9Y.ri Sr NC Oak Loaf C[ +Aountain � � � �JxvrewLn e Course Core 42 Core 36 Core 43 a Dr Core 41 Core 40 � Wildflowers 4 [90 gle Figure 5. Pavement core locations in the Eastwood Knoll/Briar Oaks/Oakridge neighborhoods located in the southeast area of the City. Matt Leonard September 9, 2019 Page 7 Table 1. Pavement core information and recommended maintenance activity. Core Core Bituminous Aggregate Recommended ID Location Depth Depth Maintenance Notes (inches) (inches) Activity The core was in poor 1 1.5 2 condition showing deterioration. Top 1 -inch of the core 2 3.5 2 delaminated from the bottom. Full depth Bottom lift of the core bituminous disintegrated. 3 4.75 3.25 removal and Top lift was 2.5 inches. The replacement / core was in good condition. Wastewater Full depth Core was broken into pieces. 4 Treatment 3 2 reclamation The bituminous depth was Plant (FDR) estimated by measuring along the core hole. Top lift of the core was in 5 3 2 good condition, but the bottom lift of the core showed deterioration. Top lift was 1.75 inches. 6 4.5 2 Double chip seal Bottom lift of the core started showing signs of deterioration. 7 3.25 7.75 Top lift was 2 inches. The Marvin core was in good condition. g Elwood 2.25 4.5 The core showed signs of Road deterioration. 9 2 4 Core was in good condition. Top lift was 2 inches. The 10 Crocus 5 3.5 FDR core was in good condition. Circle Core was taken on the center of the cul-de-sac. Top lift was 1.5 inches. 11 Crocus Lane 3 4 Bottom lift of the core started showing signs of deterioration. 12 Balboul 3.5 4.5 Top lift was 1.5 inches. Core Circle was in good condition. Top lift was 2.25 inches and it Hedman was in good condition. 13 Lane 4.5 5 Bottom lift of the core started FDR showing signs of deterioration. 14 Marvin 2 4 Core was in good condition. 15 Elwood 3 3 Top lift was 1.5 inches. Core Road was in good condition. Matt Leonard September 9, 2019 Page 8 Core Core Bituminous Aggregate Recommended ID Location Depth Depth Maintenance Notes (inches) (inches) Activity 16 4 4 Stabilized FDR Top lift was two inches. The (SFDR) to limit core was in good condition. 90th Street elevation 17 NE 3.5 2.5 increase due to The core was in good the steep in- condition. slopes Top lift was 2.25 inches. The 18 Martin Drive 3.75 2.25 FDR core showed signs of deterioration. Top lift was 2 inches. Bottom FDR with soil of the core was deteriorated. 19 5.5 1.5 modification The aggregate base was contaminated with the underlvinq gray clay. Starling Top lift was 2 inches. Bottom 20 Drive 3.5 7.5 of the core showed signs of deterioration. FDR Top lift was one inch. Bottom 21 3.5 8 lift of the core was deteriorated and broken into pieces. 22 3.75 5.25 Top lift was 1.75 inches. Mallard Core was in good condition. Lane Top lift was 1.5 inches. The 23 3 4 core was in poor condition showing deterioration. Tanager Top lift was 1.75 inches. 24 Circle 5 9 Bottom lift of the core was deteriorated. 25 Heron Court 4 6 Top lift was 2 inches. Core FDR was in good condition. 26 Canvasback 4.5 5.5 Top lift was 1.75 inches. The Court core was in good condition. Top lift was 2 inches. Bottom 27 Elder Lane 3.5 7.5 lift of the core showed signs of deterioration. 28 Falcon 3.5 8.5 Top lift was 1.5 inches. The Avenue core was in good condition. 29 Pelican 4.5 3.5 Top lift was 1.75 inches. The Lane core was in good condition. 30 4.5 8.5 Top lift was 2 inches. The Eastwood core was in good condition. 31 Lane 4.25 5 + Edge mill and Top lift was 2 inches. The overlay / FDR core was in good condition. 32 Eastwood 4.75 5 + Top lift was 2.5 inches. The Circle core was in good condition. 33 Shady Oak 5 2 with sand FDR Top lift was 1.5 inches. The Circle underneath core was in good condition. Matt Leonard September 9, 2019 Page 9 Core Core Bituminous Aggregate Recommended ID Location Depth Depth Maintenance Notes (inches) (inches) Activity 34 4.5 3.5 Top lift was 2.5 inches. The core was in good condition. Top lift was 2 inches. Bottom 35 Briar Oakes 3.5 6.5 lift of the core started showing Boulevard signs of deterioration. The core was in poor 36 2.75 7.25 FDR condition showing deterioration. Hawthorne Top lift was 1.5 inches. The 37 Place N 3 9 core started showing signs of deterioration. 38 Endicott 3.5 4.5 Top lift was 2 inches. The Trail core was in good condition. 39 Oakview 3.5 7 Top lift was 1.75 inches. The Court core was in good condition. Top lift was 1.75 inches. 40 3.5 5 Bottom lift of the core started showing signs of Oak Ridge deterioration. Drive Top lift was 1.5 inches. FDR There was delamination 41 5 5 between the pavement lifts and bottom lift of the core was broken into pieces. Meadow Top lift was 2 inches. Bottom 42 Oaks Drive 4 5.5+ of the core started showing signs of deterioration. 43 Oakview 4 6 Top lift was 2 inches. The Lane core was in good condition. Matt Leonard September 9, 2019 Page 10 Summary of Findinas and Recommendations Wastewater Treatment Plant (WWTP) (Core ID 1 to 6) The roadways and parking lot were observed to be in poor condition covered with extensive alligator cracking and multiple potholes. The six cores obtained varied in thicknesses ranging from 1.5 inches to 4.75 inches, over 2 inches to 3.25 inches of Class 5 -like material with underlying native select granular material similar to silty sand based on visual observations. One of the cores was in good condition, but the others were showing deterioration or even degraded to the point where the bituminous layer was crumbled into pieces. Therefore, it would not be feasible to perform a mill and overlay due to the thin bituminous layer (1.5 inches) paired with the poor underlying condition (bottom lift of the cores was deteriorated) of the existing pavement. It is recommended to perform a full depth bituminous removal and replacement or full depth pavement reclamation. This type of rehabilitation method will eliminate all the distresses within the existing pavement. Another alternative would be to conduct a full depth reclamation, which would help to disrupt the crack patterns in addition to adding structural capacity to the base layer by grinding and blending the bituminous and a portion of the aggregate. Surplus blended material will need to be hauled off the roadways in order to match the new bituminous pavement to the existing elevation. The pavement segment where Core 6 was obtained, is a candidate for a double chip seal as a reactive maintenance strategy to extend the pavement life. It is our understanding that there is limited traffic on this segment of roadway. A double chip seal should hold the pavement together at an acceptable service level. Meadows/Balboul Estates Neighborhood (Core ID 7 to 15) The surface of the streets was observed to be in adequate condition with longitudinal and transverse cracks, with spots of alligator cracking. The intersection of Marvin Elwood Road and West River Street was in relatively worse condition with multiple potholes present. Cores obtained had bituminous depths ranging from 2 inches to 5 inches, with at least 3 inches of aggregate base and underlying native silty sand based on visual observations. Three of the cores obtained exhibited signs of deterioration, losing fines and binder. An edge mill and overlay with slope corrections could be a short-term improvement for these streets, however this will not completely remove the crack patterns within the existing pavement. Cracks will likely reflect through the new bituminous pavement within a few years. This type of improvement could extend the pavement life for 10 to 12 years provided an aggressive crack maintenance protocol is implemented on the cracks that will reflect through the new overlay. It is recommended to perform a full depth reclamation (FDR) on the streets in this neighborhood. An FDR would extend the pavement life for 25 to 30 years with routine pavement preservation operations. An FDR involves grinding and blending the bituminous and a portion of the aggregate as a base to repave over, essentially removing all the existing distresses and creating a new roadway section. If FDR is used it would be recommended to increase the cross slope of the streets to aid in drainage. 90th Street NE (Core ID 16 and 17) This street was observed to have extensive crack patterns. The two cores obtained had bituminous thicknesses of 3.5 inches and 4 inches. There was at least 2.25 inches of aggregate base with underlying silty sand material based on visual observations. Although both cores were Matt Leonard September 9, 2019 Page 11 in good condition, a mill and overlay would not be a feasible option as the roadway has degraded past the point where a mill and overlay would be cost effective. Due to the steep in slopes, it would be our recommendation to conduct a stabilized full depth reclamation (SFDR) on this street to limit the increase in elevation. A stabilized full depth reclamation is similar to an FDR but with mechanical, chemical, or bituminous stabilization. Cardinal Hills Neighborhood (Core ID 18 to 29) The surface of the streets was in adequate shape with distresses such as longitudinal and transverse cracks, alligator cracking, and patching. Excluding Core 19, cores obtained had bituminous depths of 3 inches to 5 inches, with at least 2.25 inches of aggregate base and underlying sandy material. A majority of the bottom lift of the cores exhibited deterioration. Based on our observations, any activity could be delayed in this area for a few years until the pavement has deteriorated to the condition where an FDR would be a cost-effective improvement. FDR will help to disrupt and eliminate the cracking pattern within the existing pavement. There was a localized area where Core 19 was obtained, the aggregate layer was contaminated with a gray clay underneath. It is recommended to perform a soil modification to improve the soil properties of this native material found. If FDR is used it would be recommended to increase the cross slope of the streets to aid in drainage. If the City is looking for a short-term improvement in the near future on these streets, a mill and overlay could generate 10 to 12 years of pavement life with aggressive maintenance on the cracks that will reflect through the new overlay. Eastwood Knoll/Briar Oaks/Oakridge Neighborhood (Core ID 30 to 43) Cores obtained had bituminous depths from 2.75 inches to 5 inches, with at least 2 inches of underlying aggregate and native clay -like material. The streets were observed to have extensive hairline cracks. Core 41 was taken along Oak Ridge Drive and it was in poor condition, showing delamination and the bottom lift of the core was broken into pieces. There were also five other cores showing signs of deterioration, losing fines and binder. It is recommended to perform an FDR on these streets as a long-term fix to completely eliminate the existing crack patterns. Eastwood Lane and Eastwood Circle could be edge mill and overlay candidates since the streets were in good condition with several low severity longitudinal and transverse cracks and patching. However, it is recommended to perform an FDR to all the streets in this neighborhood instead of performing two different rehabilitation methods to establish uniformity. If FDR is used it would be recommended to increase the cross slope of the streets to aid in drainage. Matt Leonard September 9, 2019 Page 12 Appendix A City of Monticello Coring Photos Matt Leonard September 9, 2019 Page 13 Core 1 (WWTP Parking Lot) 1 N i -w 0 V" to F I.e A- - a� Matt Leonard September 9, 2019 Page 16 Core 4 (WWTP Parking Lot) �: . Matt Leonard September 9, 2019 Page 17 Core 5 (WWTP Parking Lot) ff` Matt Leonard September 9, 2019 Page 18 Core 6 (WWTP Parking Lot) AM AiZ E .• Thi .•� �., 'rte• , 4:' H- Matt Leonard September 9, 2019 Page 24 Core 12 (Balboul Circle) i = :w. r Yom• i • �- � i�• i;�11 .' i J1 Matt Leonard September 9, 2019 Page 28 Core 16 (90th Street NE) ANk 14 imp `sem '1 •p`� R Matt Leonard September 9, 2019 Page 30 Core 18 (Martin Drive) e. r M'+ ak �••'fir-,f3•��'�` �. .. f.t'• � F 1 all 'gpp f 1 _ d Y , •� � .SSI.' r � �t .z"�Sy�v1k�'.'=1 ��: ;max',:# �` ' t. •. �� i av+1+r+-sir"'-r1'll�li"r -! T' .: �'}rr-�-:rl:ay.s s:r L_rs..^..nr x••gi�:y^.�:•'� cjS'.��.'.p!e.; trw'ti,",. .ui, �, k y .. 4 . �ti: :v M�. �.s^""� k r.-7�,1�'.�r•.F•�i,:r fir. � 'i , vri<+. - .: ��'::' may' r • ��.�� + •y. 'F� °!':'dam-' .ti�r;�•� .;'... .. •.r[' .•try' y'r ;♦ ii. i„?•Y. as, 7- . . � �- _ a, 1� ~ .. .va ■s � - . }�.. • - � r JWMilo Matt Leonard September 9, 2019 Page 36 Core 25 (Tanager Circle) t c Yw 7 `_ i�• x � s c Yw x � s c +� 913�� P Matt Leonard September 9, 2019 Page 41 Core 30 (Eastwood Lane) ..46 Matt Leonard September 9, 2019 Page 42 Core 31 (Eastwood Lane) Matt Leonard September 9, 2019 Page 43 Core 32 (Eastwood Circle) W& Matt Leonard September 9, 2019 Page 44 Core 33 (Shady Oak Circle) J Matt Leonard September 9, 2019 Page 45 Core 34 (Briar Oakes Boulevard) .r•. -, w Matt Leonard September 9, 2019 Page 47 Core 36 (Briar Oakes Boulevard) / Of �/ '. -NN t. i! loom-, 'P4 Al. - - ' :�' '4 Matt Leonard September 9, 2019 Page 50 Core 39 (Oakview Court) ri Matt Leonard September 9, 2019 Page 51 Core 40 (Oak Ridge Drive) y Matt Leonard September 9, 2019 Page 52 Core 41 (Oak Ridge Drive) E F •a '40 c Matt Leonard September 9, 2019 Page 53 Core 42 (Meadow Oak Drive) AV' k Y �5;�'�;• •�s:� ,}'iii.• ••S,� � �.. 0 �; k• .1 `Yv�Cw � 4 jo i 4 je .rte City Council Agenda: 11/12/2019 B. Feasibility Report City Council Agenda: 11/12/2019 2J. Consideration of accepting a proposal and awarding a contract to Maiestic Log Homes and Products for refurbishing the Log Shelter in Ellison Park at a cost of $55,050 (TP) A. REFERENCE AND BACKGROUND In 1990, the City of Monticello installed a log shelter from Voyageur Log Homes at Ellison Park. This shelter has become a popular feature of the park and the gathering place for a number of activities during the Annual Riverfest Celebration. Over the years staff has worked to maintain the integrity of the log shelter but it has been deteriorating over time. At the direction of the Park Superintendent, the shelter was inspected in August and deterioration was confirmed. An area of major concern is the deteriorating roof structure where the 24' trusses are compromised and no longer holding up the structure properly. Another area of concern with the existing structure is the deterioration of wall and corner logs in center locations. All log deterioration is directly due to excessive and repeated moisture that is trapped inside the logs. Contributing factors include a fairly dense shaded location, lack of gutters, and lack of proper maintenance which must include application of a preservative into the checks and areas of high-risk. Staff brought information to the Parks, Arts & Recreation Commission about potentially demolishing the shelter vs. repairing the shelter. The cost for rebuilding a new structure the same size would be $125,000-$150,000, depending on materials used. The consensus from the commission was to repair the structure if possible due to the significance of the shelter as a staple of the community celebration at Ellison Park annually. Staff sought out proposals for the repairs from four companies. One of the companies was Voyageur Log Homes, the company where the shelter was originally purchased; however, they declined to submit a proposal. Two other companies also declined to submit proposals as they were either too busy or not interested in taking on the work. Staff did receive a proposal from Majestic Log Homes, who not only submitted a proposal but provided a detailed report and was very knowledgeable and positive about restoring the facility to its original glory. The proposal from Majestic Log Homes came in at $55,050. This proposal does include staff time for assisting with the labor for doing the repairs of the roof and trusses. With the shelter roof and truss deterioration being brought to light, at the direction of the Building Department, the log shelter in Ellison Park is closed for the season due to structural safety concerns. If approved construction would start in December of 2019 and would be completed by July 2020 to be utilized for the Riverfest celebration Al. Budget Impact: Donations of $10,000 (Monticello Lions) and $20,000 (Ellison Foundation) contribute to this projects financing. The remaining costs of the project will be financed from Park and Pathway Fund, which derives support from the levy, donations, and transfers from the liquor store. Please note that park dedication fees are not an eligible source of funds for this maintenance effort. A2. Staff Workload Impact: Staff will aid the contractor in the restoration with approximately 48 hours of labor. City Council Agenda: 11/12/2019 B. ALTERNATIVE ACTIONS 1. Motion accepting the proposal and awarding a contract to Majestic Log Homes and Products for refurbishing the Log Shelter in Ellison Park at a cost of $55,050. 2. Motion to not accept the proposal to repair the log shelter in Ellison Park. C. STAFF RECOMMENDATION The Monticello Parks, Arts and Recreation Commission along with City staff recommend moving forward with refurbishing the log shelter in Ellison Park with Majestic Log Homes and Products as outlined in Alternative No. 1. D. SUPPORTING DATA • Inspection report and proposal from Majestic Log Homes and Products. 2 Inspection report, log picnic shelter, Ellison Park, Monticello,Mn Inspection performed August 1, 2019 by Walt Murfin' General observations: Log material of this structure is 10" turned Pinus Resinosa (Red Pine) with an 8.5" course height, double tongue -&-groove on a 4.75" flat joinery between logs. Average to above average checking has occurred to many logs, and no attempt to fill the checks has occurred. The 24 X 44 foot structure is composed of 4 coped corners extending around 5.5' each way, with (4) 5.5' center sections in the sidewall comprised of the same corner construction to stabilize the long sides of the building. The 4/12 pitched roof is held by a 3 -section ridge log, supporting rafter logs approximately every 5 feet. The ridge is spliced over 2 simple king -post trusses held entirely together by 4 metal plate that joins the 2 cord logs. Due to this splice design, the entire weight of the roof is concentrated on the integrity of the centered metal brackets which are at present in an advanced stage of failure. From the exterior, the ridge has a sag of 6, perhaps even 8". Overhangs are respectible at about 20" on gable ends, 32" on the sides. There is no caulking evident, and until now no real reason to chink the structure. The finish, I was told, is Penofin, but appeared quite dried. There was no peeling evident. The building is placed in a shady location, with the East and West sidewalls receiving the most sun. Longest log found was about 16' The good news: The structure, ignoring the roof problem, is solid and designed well for it's intended use. The location is very attractive and the building fits well into it. While there are some log problems, the finish appears to have saturated well and is not peeling. In this inspector's opinion, the lack of chink or caulk in the abundent checks has extended the life of the building and actually reduced the degree of deterioration. (Please refer to my pamphlit "A Boring Book" for more information on this topic) It is my assumption that the material to build this was very seasoned and dry before construction, as the log diameters and course heights are exact. Normally we find these to be'/4 to 3/8" less than whole amounts due to shrinkage, but being an exact 10" diameter means they were machined after drying, a rare thing. Also, often machined logs are relatively short, but the use of 16' material allowed good strength over the large openings, and the design of the stabilizing corners has certainly saved the building from collapse. Problem areas: First and foremost, as mentioned above, is the most applorable design of the 24' trusses to support the roof. Constructed of 2-12' logs that meet in the middle, it is to this inspector's amazement that the structure hasn't collapsed under the smallest snow -load. The saving -grace is due entirely to the center stabilizing corner sections that have kept the sidewalls from simply falling over from the spreading pressure of the rafter material. It doesn't appear this pressure has moved the logs to any degree, but it is evident when looking down the side fascia that shows a solid outward bow. I Mr. Murlin has a B.S. Degree from the University of Minnesota in Forestry/ Wood technology. 32 years experience in log building, 22 years with renovation and log repair, and 18 years as consultant and inspector of log structures. He is a member of CMBA, NAHB, Becker Chamber of Commerce, and is a respected authority on log structure issues. 2 "Chink" is any material applied to the laterial and corner seams between log membeers. Original material for this purpose included moss, straw and mud, or Buffalo dung. More recent morter or cement was used, and since the 1960's modern chink is a water-based caulk -like material that cures into a flexible rubber that adheres to wood extremely well while providing elasticity for lag movement. The second area of concern is the deterioration of wall and comer logs in several locations, certainly preventable with proper maintenance. All log deterioration is directly due to excessive and repeated moisture that is trapped inside the log. In this case, contributing factors include 1.) fairy dense shade allowing little sun to help draw the moisture out, 2.) lack of gutters that would greatly reduce splash -back, 3.) lack of proper maintenance which must include application of a preservative into the checks and areas of high-risk to deterioration, and 4) scheduled application of a high-quality saturation log (not "wood") stain'. This product must be designed for logs and allow for micro -water to escape while protecting the log from macro water invasion. Suggested corrective measures: By the use of columns and jacks, the roof must be pushed up in an attempt to correct the sage. Probably the main risk of this operation is the disruption to the center stabilizing corners, and they may have to be braced to hold them plumb. The existing trusses should also help hold them true, but then the extraction of the trusses must be done with care and close monitor of the stabilizing corners. Memory of the sag to some components may make it impossible to fully correct, but certainly a large improvement is possible. I would recommend the replacement trusses be with whole continuous large cord -log members. They will be a new type of material, perhaps as large as 14" on the big end of a natural log°, but the goal is to blend them into the structure so it does not appear to be an after -thought of a fix. The joinery to the sidewalls will be challenging to maintain the strength integrity while fitting them under the rafter logs and on top of the wall logs. Areas of deterioration can be repaired by shaving off the affected log "bellys" and replacing with material of matching profile. Affected corners can be removed and replaced, but the one thing that cannot be matched is the age of the wood. The existing logs are well -dried, cured, and aged. The only method known to "match" new material is time, and a lot of it. Also, by defination, new seams will be created where the new material meets the old, and any casual observation will display the fact that patches have been preformed. With some additional measures, the evidence of these seams and the "new wood" patching can be all but eliminated. 1.) While chinking the seams in this case has nothing to do with energy savings or pest control, it would have much bearing on the aesthetics. A professionaly caulked log structure erases all seams and the logs flow together, giving the attitude of strength. The structure will appear as one piece, instead of the many smaller pieces. This procedure will of course help comouflage the repair work needed. 2.) Log ends will unfortunately show the splicing of repair work at the large openings, but vertical "trim" logs would both solve this problem and be an attractive addition. In fact, adding natural logs to some of the openings will also help the new "natural" truss material to blend. The building will become an attractive mixture of machined and natural logs. Most all products formulated for "wood" do not meet the necessary requirements demanded by these large thick bio- mass components of log structures. The differences are many, including deep checks (cracks) that allow moisture to penetrate deep, and round laterial surfaces that age quickly on the top of the curve while the parts facing down receive little or no exposure. A 14" diameter Pine log with average taper would safely support approximately 4500 lbs mid -span of a 24' span. While this inspector is not qualified to engineer a truss for acceptable loads, or to even calculate what the load might be, I do have access to beam tables that are a guide for arriving at this calculation. It is also assumed that the truss cord will be sufficiently secured to the sidewalls so the outward pressure of the rafters are not a factor, significantly reducing the load at cord center. 3.) Finally, a removal of all previous finishes by media blasting all wood is the final step to a.) blend all the new wood into the old structure, and b.) offer a new beginning of a maintenance program that includes a good log -stain, routine cleaning and application of preservatives. The final improvement suggestion is to reduce the risk of excessive moisture where possible. The obvious way is the addition of gutters. While these can be problematic if not maintained, the correct product will reduce the splash -back problem along the sides of the building and offer low maintenance features even considering the tree debris. Questions or comments related to this report can be addressed as follows: Walt Murfrn Majestic Log Homes & Products (dba Majestic Log Homes, Inc.) 1771767 th Street Becker, Mn 55308 763-263-3050 walt@majesticlog.com Specifications for Proposal 5962 Renovation of picnic shelter, Ellisoon Park, Monticello Mn STAGE "A" ROOF CORRECTION: Four columns and hydraulic jacks positioned on each side of the existing trusses will be used to attempt to correct the roof sag. Monitor side-wall stresses and integrety of rafter connections and strenghten as needed. Columns must be placed far enough from the trusses to allow for installation of new members. It is assumed the concrete floor is of sufficient strength to perform this task, and thick plates could be added to the columns to spread the weight. Majestic takes no responsibility for this unknown variable. Remove the existing truss members, including the cords, king post, and webs. The cord could be cut with carefull monitor of sidewall movement. Cords should be fully supported until this sidewall stress can be determined. Some bracing may be needed, most likely to keep the sidewalls from bending in, as the raising of the roof will probably put inward pressure on the sidewall center -comer components. Install new truss components. Pine material (Red or Lodgepole) clean -peeled, sanded, and cured to 19% moisture or less is recommended. White Pine is second choice only because not quite as strong, but as a local species perhaps easier to obtain. Unless engineered and advised by others, a recommended size is 14"diameter for the cord, with a maximum 3" taper, minimal knots. The end scribes need to fit tight to the sidewall members, but kept as thick as possible, which will be limited on at least one side of the rafters to allow for install. Connection hardware can include Oly Log -Hog log fastners and threaded rod. Size is not critical for the other components, but to fit the "aesthetic scale" of the building, a recommended 11 to 12" diameter for the posts and 9" for the webs would be attractive. Joinery flat -on - flat, simply log screws for hardware. All hardware hidden by use of wood -tone log caulks. STAGE "B" DETERIORATED LOG REPAIR Initial inspection detected a total of 50 linear feet of log surface that needs replacement, and 5 corner logs that need repair or replacement. Media blasting may reveal other concerns, but nothing major. Small areas of drop-out can be repaired with Wood Epox repair, but most repairs need to include removal of the corner or log facings ("belly"), and any deeper material affected. All areas of repair saturated with Boracal or Timbor Borate preservative and surface material installed with matching profile to existing (10" diameter turned logs). Seams against the existing logs maintained small, and vertical half -log "trim" installed over the log ends in all openings, total of 84 linear feet of 10" natural half log, to match the truss material All hardware shall be hidden and covered with wood -tone log caulk. STAGE "C" SURFACE PREP: All wood surfaces media -blasted to remove all old finishes, bring the surface appearance of old and new wood closer, and prepare surface to receive new finishes. Non -wood protected and product completely cleaned up. Hand -sanding of all log material to smooth out and remove rough fibers, especially to the lower 7 feet. STAGE "D" CHINKING: All seams between logs, corners, and exposed log ends filled with foam backkerrod and Conceal Textured log caulk. Material width small, 1/2" wide being the maximum goal. Caulk to match selected stain as close as possible. Caulk spread even and smooth, and no caulking or filling of any check or other crack besides normal log seams. STAGE"E" APPLICATIONS Preservative: All wood exposed to potential moisture treated with Timbor Borate product, with additional treatment directly into lower and large checks. Stain: A double wet -on -wet coat of Menwood Log Stain applied to all wood surfaces, and additional product applied to especially dry areas until saturated. All stain back -brushed to eliminate runs or drips. There are over 20 attractive pigments to chose from for the coloring. STAGE "F" GUTTERS: A low -maintenance gutter system will be designed to handle the majority of rainfall events, installed along both sides, with downspouts designed to minimize damage from public activity. STAGE "G" MAINTENANCE A comprehensive maintenance schedule shall be supplied to the Monticello Parks Department for future planning and budgeting, with timing, product recommendations, inspection intervals, and other information useful for the appearance, health, and longevity of the structure. NOT INCLUDED: Majestic Log is making no claim or advice on the repair, replacement, or maintenance of any roof (shingle) material. We do not expect any damage as a result of the afore -mentioned activity, and will not be held liable if any shall occur, unless by our accident or negligence. Majestic Log is making no claim or respoinsibility for any damage to the concrete pad. We will use reasonable judgement on spreading out concentrated weight loads, and would hope the City guide us and help decide on what, if any, protection is needed for the preservation of the pad. INCLUDED: Majestic Log will provide all materials as listed in this proposal. Log profiles shall be matched to existing as close as possible, and material provided dry, cured, and clean. All material delivered to the site in Monticello on a timely manner. Majestic Log shall provide any specialized tools or equipment related to log -crafting as needed. This may include, but is not restricted to the following: Chainsaws, draw -knife, Log Wizard (planer) round -plate planer, extended -bit drills, special bits, specialized joinery hardware, scribes, Jacks (lift, push, cable), chinking tools. Majestic Log shall provide labor on a limited bases, consisting of a consultant / foreman, an experienced log -crafter, and an experienced "chinker". The City of Monticello shall provide assistance as requested for additional labor and equipment. Majestic shall provide an estimate of this labor, both in hours and timing. Included in this proposal is an estimate of time provided by Majestic, and the labor rates requested. Final totals shall be based on actual labor as perodically submitted by Majestic. We request payments within 10 days of submittal of our invoices. Majestic Log shall be responsible for any and all subcontractors, and their bids are included within the scope of this proposal. This proposal also includes all related fees and costs, including travel and mileage, insurances, overhead and other business expenses as related to this project. PROPOSAL MAJESTIC LOG HOMES AND PRODUCTS 17717 67TH STREET BECKER, MN 55308 763-263-30s0 it Proposal submitted to: Monticello Parks Dept Job Location: C/O Tom Pawelk, Park Superintendent 909 Golf Course Road Monticello, Mn 55362 Reference We hereby propose to furnish materials and labor as outlined below: Ellison Park Picnic Canopy, Proposal specifications on attached addendum. STAGE A (Roof & Trusses) $6350 plus up to 48 hours Monticello labor STAGE B (Deteriorated logs) $3230 STAGE C (media blast and sand) $25,000 STAGE D (Caulking) $4970 STAGE E (Preservative and staining) $12,500 STAGE F (Gutters) Estimate only: $3000 STAGE G (Maintenance) Provided, no cost. Proposal No. 5964 Date 08/13/19 All materials and work shall be in accordance with the drawings, specifications, and descriptions referenced or included in this proposal, and completed with satisfaction by the customer, forthe agreed sum of 555,050 (all options) This proposal becomes a contract, and the work is scheduled, upon receipt of a signed copy of the proposal and a material and scheduling deposit in the amount of >>> 510,000 Further payments are due as invoiced, or upon completion. Respectfully Submitted by VaP,i V Office use ACCEPTANCE: President, Majestic Log Homes Inc. This proposal may be withdrawn by us if not accepted within 20 days The above proposal completely meets with my satisfaction and is hereby accepted with all the terms and conditions herewith included. Any changes 1 have made to the proposal must be written on this proposal, and is subject to the approval of Majestic. Signed Dated City Council Agenda: 11/12/2019 2K. Consideration of authorizing HR Green to provide engineering services at a not to exceed price of $11,500 for the Vactor Sewer Dump Station and High Strength Waste Feasibilitv Studv (ML) A. REFERENCE AND BACKGROUND The city currently doesn't have an adequate facility for the disposal of vactor waste that is generated from the cleaning of sanitary sewer lift stations and sanitary sewer mains. This study would look at options for installing a facility for handling the vactor waste, as well as look into the feasibility of accepting high-strength waste primarily from septic haulers at this facility. A request for proposals was placed on the League of MN Cities website and six proposals were received which ranged in price from $9,700 to $18,000. City staff evaluated the proposals based on the following categories: • Consulting firm and key project staff experience with similar projects to this. In addition, the understanding of technical issues and having sound technical/ engineering expertise. • Proven track record of successfully completing similar projects on time and within budget. City staff plans to follow up with staff from referenced projects. Successful experience of both the firm itself and the individual team members will be considered. • Proposed approach to completing the project. • Proposed consultant cost. After reviewing the proposals staff is recommending to move forward with an agreement with HR Green for engineering services for the not to exceed price of $11,500. This agreement for engineering services will include completion of the following items: Review and gain an understanding of existing infrastructure. Meetings with city and Veolia staff. Provide a draft and final feasibility study. o Assessment to include options along with estimated costs. o Investigation on impacts to operations from high-strength waste -haulers. o Recommendation on fees and projected income from high-strength waste haulers. It is anticipated that the feasibility study will be completed in January of 2020. Al. Budget Impact: The estimated cost is $11,500 which is included in the 2019 sewage utility fund budget. The draft 2020 CIP includes $100,000 for construction of the dump station. This assumes that a manual bar screen and no plant modifications would be needed. A2. Staff Workload Impact: HR Green and City staff will be involved throughout various steps of the project development. City Council Agenda: 11/12/2019 B. ALTERNATIVE ACTIONS 1. Motion to authorize HR Green to provide engineering services at a not to exceed price of $11,500 for the vactor sewer dump station and high strength waste feasibility study. 2. Motion to not move forward with this contract for engineering services at this time. C. STAFF RECOMMENDATION Staff recommends Alternate No. 1. D. SUPPORTING DATA • Request for Proposal 2 F Mo�i��&o REQUEST FOR PROPOSALS FOR PROFESSIONAL SERVICES FOR IMPROVEMENTS SECTION I: GENERAL INFORMATION PROJECT OVERVIEW The City of Monticello is issuing this Request for Qualifications (RFP) for professional services related to providing a sewer vactor dump station for the City's vactor trucks and investigating the feasibility of allowing high-strength waste haulers to utilize the facility. The City's wastewater treatment plant consists of an influent pumping station, headworks building, sequencing batch reactors, and chlorination/dichlorination equipment. Biosolids treatment consists of dissolved air flotation (DAF) thickening, primary and secondary anaerobic digester, and a filter screw press and solids are taken to the landfill. SECTION 2: OVERALL SCOPE OF SERVICES The services required of the Consultant are anticipated to be provided beginning in October 2019 with the completion of a feasibility study in December 2019. The following are general work tasks and deliverables that shall be included in the Consultant's scope for the project: 1. Review and gain an understanding of existing infrastructure 2. Meetings with City and Veolia Staff 3. Provide a draft and final feasibility study. a. Assessment to include options along with estimated costs. b. Investigation on impacts to operations from high-strength waste -haulers. c. Recommendation on fees and projected income from high-strength waste haulers. 4. Contract maybe supplemented to include project design and construction services. The proposal shall contain the type of information summarized below. Additional information is allowable as long as it is directly relevant to the proposed project. SECTION 3: PROPOSALS Proposal Format The submittal should follow the Table of Contents listed below: 1. General Information 2. Project Approach 3. Proposed Project Team and Experience 4. Any Additional Information as Needed 5. Total Consultant Cost Request for Proposals SCADA System Improvements Page 2 of 4 -------------------------- 6. Insurance Certificate A brief description of each section is included below. 1. General Information General information and a brief history of the Consultant's firm. Include similar information on key subconsultants, if any, proposed for the project. 2. Project Approach Provide specific approaches, methods, and assumptions that will be utilized to accomplish the development of this project, including each work phase including design and construction if this is included in the contract. Proposed Project Team and Experience ■ Identify the key project team members and describe their specific roles on the project. Include key team members from sub -consultant firms if any. ■ Describe relevant experience and provide information on at least three (3) reference projects completed in the last five (5) years. Provide personal references and contact information. ■ Include one-page resumes for key members of the project team, including field personnel. 5. Additional Information Include any other information that is believed to be pertinent, but not specifically requested elsewhere in this RFP. 6. Total Consultant Cost The consultant cost should be broken out as follows: a. Proposed costs for preparing the needs study as listed in Section 2. b. Hourly rates for all consultant employees who are expected to work on this project. These rates shall be the agreed upon costs for any additional services requested by the City, above what is detailed in the scope of this RFP. 7. Insurance Certificate Indicate ability to provide all necessary insurance certificates. SECTION 4: CONSULTANT SELECTION Proposals should be no longer than three pages not including resume's and the proposals will be reviewed and evaluated by a team of City staff on the basis of the following criteria: 1. Consulting firm and key project staff experience with similar projects to this. In addition to understanding technical issues and having sound technical/ engineering expertise. 2. Proven track record in successfully completing similar projects on time and within budget. City staff plans to follow up with staff from referenced projects. Successful J:\City Improvement Projects\2020 Projects\WWTP Improvements\WWTP upgrades RFP.doc Request for Proposals SCADA System Improvements -------------------------- Page 3 of 4 experience of both the firm itself and the individual team members will be considered. 3. Proposed approach to completing the project 4. Proposed consultant cost Following review of the Proposals the City may ask Consultants to make a presentation to City representatives, staff will select a Consultant to negotiate a contract as follows: 1. If, for any reason, a firm is not able to commence the services in that firm's Proposal within 30 days of the award, the City reserves the right to contract with another qualified firm. 2. The City shall not be liable for any expenses incurred by the Consultant prior to the signing of a contract including, but not limited to, the Proposal preparation, attendance at interviews, or final contract negotiations. 3. The City reserves the right to reject any and all Proposals submittals or to request additional information from any or all of the proposing firms. SECTION 5: CONTRACT TERMS AND CONDITIONS Upon selection of a Consultant, an Agreement or Contract for Services, attached to this RFP, shall be entered into by the City and the Consultant. It is expected that the contract will provide for compensation for actual work completed on a not to exceed basis, and the following conditions: 1. Deletions of specific itemized work tasks will be at the discretion of the City. Payment or reimbursement shall be made based on tasks that have been satisfactorily completed. Billing that exceed the not to exceed amount will not be compensated unless a contract extension has been approved in advance by the City. 2. The City shall retain ownership of all documents, plans, maps, reports and data prepared under this proposal. In addition to being provided hard copy and digital documents throughout the project. 3. If, for any reason, the Consultant is unable to fulfill the obligations under the contract in a timely and proper manner, the City shall reserve the right to terminate the contract by written notice. In this event, the firm shall be entitled to just and equitable compensation for any satisfactory completed work tasks, as determined by the City Engineer. 4. The Consultant shall not assign or transfer any interest in the contract without prior written consent of the City. 5. The Consultant shall maintain comprehensive general liability insurance in accordance with Section 466.04 of the Minnesota Statutes. 6. The Consultant shall defend, indemnify and hold harmless the City of Monticello, its officials, employees and agents, from any and all claims, causes of action, lawsuits, damages, losses or expenses, including attorney fees, arising out of or resulting from the Consultant's (including its officials, agents, subconsultants or employees) performance of the duties required under the contract, provided that any such claim, damages, loss or expense is attributable to bodily injury, sickness, diseases or death or injury to or destruction of property including the loss of use resulting therefrom and J:\City Improvement Projects\2020 Projects\WWTP Improvements\WWTP upgrades RFP.doc Request for Proposals SCADA System Improvements -------------------------- Page 4 of 4 is caused in whole or in part by any negligent act or omission or willful misconduct of Consultant. 7. The Consultant contract shall be governed by the laws of the State of Minnesota. 8. Project summaries shall be submitted with each invoice during the course of the project. Each summary shall detail the amount billed to date, work items that need to be completed, the estimated costs to complete these tasks and the projected timeline for the completion of the project. Invoices submitted to the City shall include a detailed breakdown of times, personnel, mileage, etc. chargeable for that period. SECTION 6: CONCLUSION AND SUBMITTAL Any requests for additional information that may be needed for the preparation of the proposal should be directed via email to Matt Leonard at matt.leonardaci.monticello.mn.us. Please provide 3 paper and one electronic (pdf) copies of the Proposal for the evaluation process. Proposals shall be addressed to: Matt Leonard, P.E. Public Works Director/City Engineer City of Monticello 505 Walnut Street Monticello MN 55362 Proposals will be accented until 11:30 a.m. on October 11. 2019 J:\City Improvement Projects\2020 Projects\WWTP Improvements\WWTP upgrades RFP.doc City Council Agenda: 11/12/2019 3A. Public Hearing - Consideration of Resolution 2019-63 approving a funding application in support of UMC. Inc.'s 52,000 square foot expansion proposal through a Minnesota Investment Fund (MIF) application to MN -DEED in the amount of $300,000 (JT) A. REFERENCE AND BACKGROUND: The City Council is once again being asked to continue the public hearing related to authorizing submittal of a MIF application in support of UMC, Inc.'s 52,000 square foot expansion project. The MIF program is a primary economic development tool that MN -DEED uses to help companies expand and create new jobs. The funds are either provided as low interest loans or forgivable loans (grants). UMC has indicated that it will create 60 new FTE jobs as part of the expansion project. MIF applications must be approved and submitted to MN -DEED by the local government. MN -DEED then distributes the funding to the City or the EDA which in turn, as in this proposal, would transfer it to UMC for incurred expansion costs for land purchase or new construction. For this particular proposal, the funding application would seek $300,000 from MIF, as a forgivable loan, to support UMC's land acquisition expenses. A public hearing was originally opened at the September 9, 2019 Council meeting. After comments from meeting attendees, it was then continued at each subsequent meeting. The public hearing notice for the MIF application was published on September 5, 2019. UMC has been working with an architect to design a new facility that will fit on the 7.39 acre lot adjacent to their current building. Staff have been receiving progress updates regarding the building design, the development steps, and schedule and from UMC's team. They are getting very close to finalizing the facility design work. With that as the latest information, staff is recommending that the public hearing be continued until November 25, 2019. UMC's new target date for project kickoff is April 2020. There is a slight possibility that the hearing date may be adjusted again depending on UMC's progress on final design and costing efforts. Al. STAFF IMPACT: Community Development Department and City Administration staff have spent considerable time discussing the concept expansion and the potential assistance package with UMC since early July (estimate of 45 to 50 hours). A non- binding Letter of Intent (LOI) regarding coordinating and responsibility of various steps has been entered into between UMC and the EDA. The current level of in-house and consulting staff is sufficient to process and administer a successful funding proposal for UMC's project. A2. BUDGET IMPACT: There is a modest budgetary impact related to consideration of the resolution of support for submittal of an application for the MIF program to MN - DEED. In-house staff will be able to complete the application forms with input from UMC. This type of work is part of staff duties. B. ALTERNATIVE ACTIONS: 1. Motion to continue the public hearing to the November 25, 2019 City Council meeting. 2. Motion of other as determined by the City Council City Council Agenda: 11/12/2019 C. STAFF RECOMMENDATION: Staff recommends Alternative #1. UMC is working is nearing the completion of the facility design, site layout and costing work. Tim Dolan, Decklan Group, project consultant for UMC, will be at the meeting to provide an update to the City Council. Staff checked with legal counsel and confirmed that it is permissible to continue a public hearing to a future date certain and redo that as long as it is so noted as a date certain. D. SUPPORTING DATA: • Notice of MIF Public Hearing 2 Notice of Public Hearing Notice is hereby given that on Monday, September 9th, 2019 at the Monticello Community Center the City of Monticello will hold a public hearing concerning submittal of an application to the Minnesota Department of Employment and Economic Development for a grant under the Minnesota Investment Fund (MIF) program. The City of Monticello is requesting approximately $300,000 to assist with the expansion of Ultra Machining Company (UMC). The funds will be used for the creation of jobs. All interested parties are invited to attend the public hearing at which time you will be given the opportunity to express comments on the project. Written testimony will also be accepted at the public hearing. Written comments must be received by Monday, September 9th, 2019 at 505 Walnut Street, Suite 1, Monticello, MN 55362. Specific questions can be directed to Jim Thares, Economic Development Manager at 763-271- 3254 or jim.thares@ci.monticello.mn.us. The City of Monticello makes reasonable accommodation for any known disability and to meet the needs of non-English speaking residents that may interfere with a person's ability to participate in this public hearing. Persons needing an accommodation must notify Jim Thares, Economic Development Manager at 763-271-3254 or jim.thares@ci.monticello.mn.us no later than Friday, September 61h, 2019 to allow adequate time to make needed arrangements. City Council Agenda: 11/12/2019 3B. Public Hearing - Consideration of Adopting Resolution 2019-70 establishing Economic Development TIF District #1-41 for UMC. Inc.'s 52,000 square foot expansion proiect (JT) A. REFERENCE AND BACKGROUND: The City Council is once again being asked to continue the public hearing related to establishing a new economic development TIF District (#1-41) to assist UMC, Inc. with its proposed expansion project. UMC, Inc. is asking the EDA to acquire a vacant parcel of land adjacent to their existing 72,000 square foot facility at 500 Chelsea Road and convey it to UMC for the purpose of constructing a new 52,000 square foot precision machining facility as part of its proposed business expansion in Monticello. The company indicates that it will create 60 new FTE jobs with wages ranging from $22.00 to $28.00 per hour as part of the project. In establishing a new TIF District, the City Council is required to hold a public hearing prior to adopting the resolution approving the TIF Plan. The TIF public hearing notice was published on September 5, 2019. The public hearing was originally opened on September 23, 2019 and then continued to subsequent meetings. UMC has been providing staff with regular progress updates and has indicated that it is very close to a final building design and site layout. It is recommended that the public hearing should be continued again until November 25, 2019. UMC also recently indicated that its target date for project kickoff is April 2020. To be clear, there is the possibility that the hearing may be continued again based on progress in attaining a final design and site layout. Al. STAFF IMPACT: The EDA attorney (Kennedy and Graven) and the Financial Advisor (Northland Securities) as well as the Economic Development Manager and the Community Development Director have spent a considerable amount of time combined (estimate of 50 to 60 hours) preparing initial TIF Plan documents and reports for review by the EDA and City Council. Even though UMC's proposal is complicated, and as such requires a higher level of staff time and review for the TIF Plan to be accurately assembled, the current staff involved is sufficient to complete the final review and approval steps. A2. BUDGET IMPACT: The budgetary impact related to consideration of the resolution approving the TIF Plan and establishing the TIF District is primarily in legal and financial advisor expenses. Typically, the TIF application fee covers these expenses. B. ALTERNATIVE ACTIONS: 1. Motion to continue the public hearing to the November 25, 2019 City Council meeting. 2. Motion of other as determined by the City Council C. STAFF RECOMMENDATION: Staff recommends Alternative #1. UMC has been working with its architect to design a building and optimal site layout. It has also held recent discussions with its primary lender regarding the financing package structure. Staff have been informed that they are very close to a finagling that work. Tim Dolan, Decklan Group, project consultant for UMC, will be at the City Council Agenda: 11/12/2019 meeting to provide the City Council with an update. Staff checked with legal counsel and confirmed that it is permissible to continue a public hearing to a future date certain and redo that as long as it is so noted as a date certain. D. SUPPORTING DATA: • Notice of TIF Public Hearing 2 -� Cm Publishers, Inc. -Public Notice Ad Proof - This is the proof of your ad scheduled to run on the dates indicated below. Please proof read carefully if changes are needed, please contact us prior to deadline at Cambridge (763) 691-6000 or email at publicnotice@ecm-inc.com Publications: Monticello Times Date: 08/15/19 Account#: 429204 Customer: CITY OF MONTICELLO Address: 505 WALNUT ST STE 1 MONTICELLO Telephone: (763) 295-2711 Fax: (763) 295-4404 Ad ID: 967895 Copy Line: TIF 1-41 PO Number: Start: 09/05/19 Stop: 09/05/2019 Total Cost: $230.75 # of Lines: 54 Total Depth: 6.1 # of Inserts: 1 Ad Class: 150 Phone # (763) 691-6000 Email: publicnotice@ecm-inc.com Rep No: SM700 Ad Proof Enlarged Enlarged CITY OF MONTICELLO NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the City Council of the City of Mon- ticello, Minnesota, will hold a public hearing on Monday, September 23, 2019, at approximately 6:30 p.m. in the City Hall Council Chambers, 505 Walnut Street, Monticello, relating to the proposed establishment of Tax Increment Financing District No. 1-41 (the "TIF District") within Central Monticello Redevelopment Project No. 1, and the proposed approval of a Tax Increment Financing Plan relating to the TIF District, pursu- ant to Minnesota Statutes, Sections 469.090 to 469.1081 and Sections 469.174 through 469.1794, as amended. Copies of the proposed Tax Increment Financing Plan will be on file and available for public inspec- tion at the office of the City Clerk at City Hall. The property included within Central Monticello Redevelopment Project No. 1 is described in the Redevelopment Plan on file in the of- fice of the City Clerk. The property to be included within the proposed TIF District is described in the Tax Increment Financing Plan on file in the office of the City Clerk. The boundaries of Central Monticello Rede- velopment Project No. 1 and the proposed TIF District are shown in the following map. Proposed Econ. Iter. TIF District ti -4i ,,, Ik.,,,, All interested persons may appear at the hearing and present their views orally or in writing prior to the hearing to City Hall, 505 Walnut Street, Monticello, MN 55362. BY THE ORDER OF THE CITY COUNCIL /s/ Jennifer Schreiber City Clerk Published in the Monticello Times September 5, 2019 967895 City Council Agenda: 11/12/2019 4A. Consideration of a Request for Amendment to the Rivertown Suites Planned Unit Development for site and building amendments. Applicant: RiverTown Residential Suites, LLC (NAC) Property: Legal: Lotsl-3, Block 36, Original Plat Address: 213 3rd Street West Planning Case Number: 2019-034 A. REFERENCE & BACKGROUND Request(s): Development Stage PUD - Amendment to an approved PUD Deadline for Decision: December 20th, 2019 Land Use Designation: Downtown Zoning Designation: Rivertown Suites PUD The purpose of the Planned Unit Development (PUD) zoning district is to provide greater flexibility in the development of neighborhoods and non-residential areas in order to maximize public values and achieve more creative development outcomes while remaining economically viable and marketable. This is achieved by undertaking a process that results in a development outcome exceeding that which is typically achievable through the conventional zoning district. The City reserves the right to deny the PUD rezoning and direct the developer to re -apply under the standard applicable zoning district. Overlays/Environmental Regulations Applicable: NA Current Site Use: PUD Under Construction Surrounding Land Uses: North: Mixed Use Commercial/Residential East: Commercial/Professional Office South: Commercial Retail West: Mixed Low Density Residential Project Description: The applicant/developer of the Rivertown Suites project, a 47 -unit multiple family building currently under construction in the CCD, is seeking a series of City Council Agenda: 11/12/2019 amendments to the original approved plan. Site issues have resulted in revised grade and finished floor elevations, which have in turn altered a portion of the site work and architectural elevations. Those changes are substantive in that the building height has been changed slightly and retaining walls are proposed on the north and east sides of the site. The applicant is also seeking changes in building materials and exterior architecture as well as site plan and landscaping changes. Because of the scope of these proposed changes, the applicant is required to seek a PUD amendment, rather than a staff -level review alone. ANALYSIS The proposed changes to the project are in part due to engineering challenges due to site conditions, and in part due to applicant preferences. The building height change and the directly related grading changes are due to site conditions. The building first floor elevation is now set 1.0 feet higher than the original approval above the adjoining street elevation. The is due to the applicant encountering challenges with ground water on the site and the need to manage continued ground water issues. Apart from the additional height, the building profile otherwise remains the same from finished floor to roof. This change should have minimal visual impact on the public or private areas around the site. It appears from the submitted drawings that the fagade of the buildings will continue to be covered with the same cultured stone to grade, a condition of the original approval. The impact of the height issue comes in one additional area. First, the applicant requires a retaining wall along the east boundary with the adjoining property. This area was just sloped to grade in the approved plan. The retaining wall now shown is as high as two feet. The applicant has supplied both specifications and image detail of the wall construction. Staff would recommend that the wall be constructed of a colored block that matches the colors of the masonry on the principal building. The proposed wall along the north property line is similar in scope to that which was approved originally. However, the applicant had not specified the colors in the prior approved plan set and staff would recommend that a requirement to match the colors as noted for the east wall should be applied to the north wall as well. The applicant has made other proposed changes that are not related to the grading or height question. The first relates to a proposed change in architectural design and materials. In the original plan, the brick on the building was shown to extend the full four floors for portions of the north and south sides of the building, sharing portions of the fagade with lapped siding, also extending the full four floors. This created a 2 City Council Agenda: 11/12/2019 series of vertical bands of alternating materials — brick in one band, lapped siding the next. In the applicant's plan narrative for the final stage PUD, it was noted that the intention was to use stone rather than brick on the building. The proposed plan alters this banding to be horizontal instead. The masonry applications (now labeled as stone, rather than brick) extend the full width of the building, but only up to two or three floors. Above the masonry band is then the lapped (or batten) steel siding for the remaining one or two floors. As a result, the "banding" of alternative materials is horizontal, a masonry band below a steel band. Original Approval Proposed mu The City Council should consider whether the proposed change continues to meet the expectations of the City for PUD design and quality. From a "quantitative" perspective, the total amount of brick or stone is still more than 50% of the exposed surface — similar to the original plan. It is primarily a function of aesthetic preference. Staff would recommend additional stepping or break-up of the siding/stone elements on the east side of the building consistent with the final stage approval. A second architectural change removes the vertical wall extensions or "wing -walls" that were designed to carry a design feature of the building walls up through the eaves to break up the view of the roofline. The primary advantage of these extensions was to create a visual impression of a varied roofline height. In the proposed plans, the applicant has removed the vertical extensions, retaining the horizontal cap features. This leaves the main view of the roof uninterrupted, as shown below: 3 City Council Agenda: 11/12/2019 R1 Approved Proposed Again, the Council will need to determine whether the proposed plan continues to meet the expectations for PUD design. The final change item relates to the landscaping plan, and the separation of the property from the adjoining lots. The Council may recall that during the public hearing phase of the original application, neighboring property owners expressed concerns that parking supply limitations may encourage tenants of the Rivertown Suites project may be incented to parking in neighboring commercial lots and walk to the Rivertown building. In part to address this issue, as well as to create a visual buffer and separation between the residential and commercial uses, a requirement for a fence and landscaped buffer was included as a part of the original approval. The applicant is L! City Council Agenda: 11/12/2019 reluctant to construct a fence along the north and east property lines, in accordance with the original plan, and is seeking an amendment to accommodate a shrub boundary. However, the proposed shrub boundary consists of a line of lilacs — a deciduous shrub that is not a common plant for either screening or year-round buffering. Planning staff continue to recommend a fenceline on both the north and east side of the site and would be amenable to a recommendation of a shrub boundary only if it were evergreen and dense. Arborvitae are often used in this situation. There are selections of juniper that could also be used for this purpose. If a shrub boundary is to be approved in lieu of the fence, staff recommends a densely planted evergreen material as noted, not the lilacs shown on the proposed plan. One final addition to the plan set is the submission of a monument sign to be located at the entrance drive along Locust Street. Due to the limited setbacks for the building and available space, the sign placement appears to be very close to the property line. The sign itself is 4 feet in height and 6 feet in length, a total of 24 square feet including the base area. Planning staff believes that the sign is appropriate for the site, and that greater setback encouraged by the general sign ordinance would render it unseen from the street. However, it appears that it could be shifted one or two feet farther from the property line — an advantage for visibility of drivers existing the adjoining driveway. Staff would recommend that the sign be located as far from the property line as possible. Apart from this, no further changes are evident in the newly proposed plans. The proposed amendment to the PUD entails the following elements: • One additional foot of height, added to the base/foundation level of the building. • Changes to the pattern of masonry and steel siding. • Elimination of the vertical wall extensions through the roofline. • Elimination of the proposed fence, and replacement with lilac shrubs. • Addition of a monument sign within the normal setback from Locust Street. Planning Commission Recommendation The Planning Commission held a public hearing to review the proposal on November 4. There was one member of the public present who noted that the building — as now constructed — interferes with his ability to receive over -the -air television signals. The applicant was not present, and did not have any representative available to address the Commission. A member of the City's EDA was present and noted that the EDA provided substantial financial assistance to the project, and strongly preferred the original building and site design as a part of its consideration of the financial assistance. No other members of the public were present or spoke. City Economic Development staff noted that changes to the architecture 5 City Council Agenda: 11/12/2019 such as those proposed would require re -approval by the EDA as a revision to the development contract with that agency. The Commission's discussion focused on the proposed changes, and the intent of the original PUD. It was noted that the changes appeared to reduce the unique architectural character of the building, and ran counter to some of the issues raised at the time of the original approval. Because the applicant was not present, there was some consideration of tabling the item to the Planning Commissions December meeting. However, the Commission ultimately recommended approval of the proposed PUD amendment to accommodate the additional height and the supporting retaining wall necessary as a result, but with no other changes to the site or building design. The Commission's vote was 3-1, with the negative vote expressing an interest in tabling action, rather than proceeding at this time. The conditions of approval in Exhibit Z were altered slightly from staff's comments to express the Commission's direction that the original materials, design, and fencing be retained as a part of the PUD approval. The addition height and sign conditions were endorsed by the Commission's recommendation. The conditions in the attached Exhibit Z reflect the intent of the Planning Commission's approval resolution. B. ALTERNATIVE ACTIONS The Planning Commission recommends Alternative #1 below. 1. Motion to recommend approval of the proposed PUD amendment, but with changes reflected in the staff and Planning Commission recommendation below, and as reflected in Exhibit Z, based on findings in Resolution PC -2019-.033. 2. Motion to adopt Resolution No. PC -2019-033, recommending approval of the proposed PUD amendment as submitted by the applicant. 3. Motion to deny adoption of Resolution, based on findings to be identified following the public hearing. 4. Motion to table action on the proposed PUD amendment, subject to additional information from staff or applicant. C. STAFF RECOMMENDATION Planning staff believes that some of the proposed amendments are reasonably within the expectations of the City for PUD design, but others require modification, per Alternative 1. Staff would recommend include retention of the vertical "wing -wall" extensions above the roof line, and installation of a fenceline on north and east elevations. Allowance for elimination of the fence would only be recommended with a replacement of densely planted evergreen shrubs to add screening and deter cut - E64 City Council Agenda: 11/12/2019 through pedestrians. The fence was an important part of the site design addressing parking and circulation on this and the neighboring property. The additional one foot of height should not impact the scope or impression of the building, and the attendant retaining wall is reasonable to accommodate that aspect of the PUD amendment. Moreover, the proposed sign is consistent with the materials used on the principal building, and if shifted east, should function without impacting traffic visibility. However, the change in building architecture and material design alters the unique architecture of the building that was approved as a part of the PUD in 2018, and should not be approved. As such, the conditions of Exhibit are intended to reflect accommodation of the height, but retain the original design and look of the building and site. D. SUPPORTING DATA A. Resolution PC -2019-033 B. Aerial Site Image C. Applicant Narrative D. Proposed Amendment to PUD, Building Elevations E. Proposed Amendment to PUD, Landscaping Plans F. Proposed Amendment to PUD, Civil Plans dated 10/9/2019 G. Wall Specifications and Sample Wall Detail Image H. Proposed Sign Detail I. Proposed Sign Location J. Approved Final Stage PUD Plans K. Approved Final Stage PUD Conditions Z. Conditions of Approval VA City Council Agenda: 11/12/2019 EXHIBIT Z Conditions of Approval Rivertown Suites PUD Amendment 213 3rd Street West Lotsl-3, Block 36, Original Plat 1. Compliance with each of the original requirements of PUD approval, with the modifications only as specified below: a. Increase in the building height, provided that exterior masonry wall treatment similar to the proposed stone used elsewhere extends to the ground elevation. b. Retention of the masonry/steel materials and pattern to reflect the plans approved as a part of the original PUD. c. Retention of the vertical "wing -wall" extensions above the roof line as proposed and approved with the original PUD. d. Retention of the required fence per the original PUD condition. e. Addition of the monument sign as proposed, but shifted in location as far from the right of way as possible. f. Specification of the materials and color of the proposed modular block retaining walls to match the color of the masonry on the building. g. Comments and requirements of the City Engineer. h. Comments and requirements of other staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-033 RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT (PUD) AMENDMENT FOR RIVERTOWN SUITES PUD WHEREAS, the applicant seeks to amend a previously approved Planned Development for multifamily residential uses; and WHEREAS, the applicant has submitted requests to revise the PUD regulations; and WHEREAS, subject to previous requirements and conditions, the proposed Development Stage PUD is consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed Development Stage PUD is consistent with the requirements of the proposed zoning, subject to conditions recommended by the Planning Commission and required by the City Council; and WHEREAS, the Planning Commission held a public hearing on November 4th, 2019 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an effective means of furthering the intent of the Comprehensive Plan for the site by provided for the development of multifamily uses in the downtown. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location. 3. The improvements will facilitate the logical application of existing municipal public services, including sewer, water, stormwater treatment which have been planned to serve the property for the development as proposed. 4. The PUD is consistent with the intent of the City's economic development objectives, as well as with the intent of the City's zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD Amendment to the CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-033 Rivertown Suites PUD District, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Compliance with each of the original requirements of PUD approval, with the modifications only as specified below: a. Increase in the building height, provided that exterior masonry wall treatment similar to the proposed stone used elsewhere extends to the ground elevation. b. Retention of the masonry/steel materials and pattern to reflect the plans approved as a part of the original PUD. c. Retention of the vertical "wing -wall" extensions above the roof line as proposed and approved with the original PUD. d. Retention of the required fence per the original PUD condition. e. Addition of the monument sign as proposed, but shifted in location as far from the right of way as possible. f. Specification of the materials and color of the proposed modular block retaining walls to match the color of the masonry on the building. g. Comments and requirements of the City Engineer. h. Comments and requirements of other staff and Planning Commission. ADOPTED this 0' day of November, 2019, by the Planning Commission of the City of Monticello, Minnesota. ATTEST: MONTICELLO PLANNING COMMISSION On 2 Sam Murdoff, Chair CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2019-033 Angela Schumann, Community Development Director RiverTown Residential Suites, LLC I Request for Amendment to PUD Created by: City of Monticello Lots 1, 2, 3 Block 36 Original Plat Monticello I PID: 155-010-036030 PUD Final State Application 10-21-19 Narrative To amend a 47 unit, 4 story Apartment Building application per Architectural plans dated 10-18-19, Civil Plans dated 10-9-19 & Landscape Plans dated 10-21- 19. Proposed objectives are to Design, Construct and own a multifamily apartment building in a downtown housing district to revitalize the area with a focus on setting a standard for quality design. Thank you for giving us this opportunity to work with and be a part of The City of Monticello Downtown Housing Efforts. Patrick Briggs 612-919-1561-pat@thebriggscompanies.com Listing Contact Information Engineer: Stark Engineering, Wayne Stark 320-249-2611- wavnes@starkenc-,ineer.com Surveyor: Duffy Engineering, Barry Dorniden 320-258-2906- barrvd c4duffven -com Applicant: Rivertown Residential Suites. LLC, Patrick Briggs 612-919-1561- pat,i�.thebri�-yQscompanies.com F --- Z IZ n 0 LU N_ W J J D H a Z 0 Z 0 J 0 n 0 U LU U IIS W a UJ IDO CQ G W 77 LU 0 Z ItI N 1 O 1 < 0 a'i rn 0 N 00 A PROJECT TITLE RIVERTOWN RESIDENTIAL SUITES (47 -Unit Apartment Building with Indoor Parking) 212 Locust Street Monticello MN 55362 CODE SUMMARY APPLICABLE CODES: ARCHITECTURAL SITE PLAN 2015 MINNESOTA BUILDING CODE PARKING LEVEL FLOOR PLAN MONTICELLO CITY CODE LEVEL 1 FLOOR PLAN 2015 Minnesota State Building Code (MSBC), Chapter 1305, which adopts and amends the 2012 International Building Code (IBC) ROOF PLAN 2015 Mechanical and Fuel Gas Code, Chapter 1346 EXTERIOR ELEVATIONS 2017 National Electrical Code, Chapter 1315 EXTERIOR ELEVATIONS 2015 Minnesota Plumbing Code, Chapter 4714 BUILDING SECTIONS 2015 Minnesota State Fire Code, Chapter 7511 BUILDING SECTIONS 2015 Minnesota residential Energy Code, Chapter 1322 BUILDING SECTIONS 2015 Minnesota Commercial Energy Code, Chapter 1323 DETAILS 2015 Minnesota Accessibility Code, Chapter 1341 DETAILS A5.0 3 OCCUPANCY REQUIREMENTS: ENLARGED PLANS BUILDING OCCUPANCY GROUP R-2 & S-2 CONSTRUCTION TYPE (SPRINKLED) TYPE V-A ALLOWABLE AREA (PER FLOOR): UNIT PLANS BASIC ALLOWABLE R-2 AREA TABLE 503; 12,000 SF AREA MODIFICATIONS FROM SECTION 560; WALL TYPES EQUATION 5-1 SCHEDULES A = 12,000 + [ 12, 000x.63] + [12,000 x 21 ALUMINUM STOREFRONTS A = 43,560 SF o LLI BASIC ALLOWABLE S-1 AREA TABLE 503; 9,000 SF AREA MODIFICATIONS FROM SECTION 560; Z J � EQUATION 5-1 U A = 9,000 + [9,000x.59] + [9,000 x 2] >-�ow A=32,310 SF ACTUAL AREA: w <_ ACTUAL R-2 AREA 12,036 SF (GROUND FLOOR) MAX. ALLOWABLE ACTUAL U AREA MAX. ALLOWABLE RATIO:.41(R-2)+.41 (S-2) BUILDING RATING: R-2: NPFA 13R S-2: NFPA 13 3 UNITS: 46 TYPE B UNITS (ACCESSIBLE) 01 TYPE A UNIT 47 TOTAL UNITS OCCUPANT LOAD (200 SF / OCCUPANT) 1 ST FLOOR 12,036 SF - 61 2ND FLOOR 11,952 SF - 60 3RD FLOOR 11,952 SF - 60 4TH FLOOR 11,952 SF - 60 241 TOTAL FIRE RESISTANT CONSTRUCTION: R-2: 1 HOUR S-2: 2 HOUR 11,952 SF (2ND & 4TH FLOOR EA.) 43,560 SF 13,328 SF 32,310 SF =.82 < 1 RESIDENTIAL ENERGY CODE: TABLE N1101.8 Component Certificate requirements date certificate is installed posted date located in dwelling unit electrical panel location mailing address of Evergreen Wall Systems and license number of Evergreen Wall Systems insulation installed in or on ceiling/roof, walls, slab on grade, and floor type and installed R -value rim joist and foundation wall insulation installed R - value, type, and whether the insulation is exterior, integral, or interior fenestration average U - factor and SHGC ducts outside conditioned spaces installed R -value mechanical ventilation system type, location, and design continuous and total ventilation rates make up air and combustion air systems (if installed) type, location and size heating system type, input rating, AFUE or HSPF, manufacturer, and model are listed on HVAC mechanical plans. Componenet Certificate requirements cooling system type, output rating, SEER, manufacturer model, calculated cooling load, and the structure's calculated heat gain passive radon control system. EGRESS WIDTH: FIRST FLOOR 61 x.2 = 12.2" SECOND FLOOR 60 x.3 = 18.0" THIRD FLOOR 60 x.3 = 18.0" FOURTH FLOOR 60 x.3 = 18.0" 66.2 REQUIRED 2 EXITS DOORS @ 42" = 84.0" VICINITY MAP -:. 7 PROJECT TEAM RENDERING ARCHITECT: DOUGLAS A. MOE 16684 VALE STREET ELK RIVER, MN 55330 STRUCTURAL ENGINEER: DUFFY ENGINEERING AND ASSOCIATES 350 HIGHWAY 10 SOUTH ST. CLOUD, MN 56304 TELEPHONE: (320) 259-6575 CONTACT: RYAN SEAVERT OWNER: RIVERTOWN RESIDENTIAL SUITES DRAWING INDEX GENERAL G0.0 COVER SHEET G0.1 ACCESSIBILITY AND GENERAL REQUIREMENTS G0.2 GENERAL INFORMATION G0.3 EGRESS PLANS ARCHITECTURAL A1.0 ARCHITECTURAL SITE PLAN A2.0 PARKING LEVEL FLOOR PLAN A2.1 LEVEL 1 FLOOR PLAN A2.2 LEVEL 2-4 FLOOR PLAN A2.3 ROOF PLAN A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS A4.0 BUILDING SECTIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 DETAILS A4.4 DETAILS A5.0 ENLARGED PLANS A5.1 ENLARGED PLANS A6.0 UNIT PLANS A6.1 UNIT PLANS A6.2 UNIT PLANS A6.3 UNIT PLANS A7.0 WALL TYPES A8.0 SCHEDULES A8.1 ALUMINUM STOREFRONTS STRUCTURAL S1.1 COVER SHEET, ABBREVIATIONS AND SCHEDULES S1.2 GENERAL NOTES AND SPECIFICATIONS S2.1 FOUNDATION PLAN S2.2 FIRST FLOOR FRAMING PLAN S3.1 PRECAST LOAD BEARING PLAN S4.1 2ND FLOOR FRAMING PLAN S4.2 3RD AND 4TH FLOOR FRAMING PLAN S5.1 ROOF FRAMING PLAN S6.1 SECTIONS & DETAILS S6.2 SECTIONS & DETAILS CIVIL i C1 SITE AND UTILITY PLAN C2 NOTES AND SPECIFACTIONS C3 PROJECT DETAILS C4 GRADING AND ECS PLAN n i O Z w U) Z 00 w U_ OU J W O N J D N M L� Z 0 0 i 0 2 0) 0) ma 0 00 T W o cr .. V *m+0 M w >z 0 0 LM w� LM N 0 U)I,-� 0 i O �cnw V L z�U� a 0 0 w Q�<z M N 1- 0 0 0 M0 �o�L Z LL wzw ■ -=wwO o LLI •� Z J � U V >-�ow w <_ wmaw s •- CC) w< V w0<, L ErH J w W Z W Q QO a =a_< n i O Z w U) Z 00 w U_ OU J W O N J D N M L� Z 0 0 i 0 2 0) 0) 0) 0 00 T T T T V 0 0 0 0 0 N N N N N N i O - O O 0 a O V In M N 1- 0 0 0 M0 0 � ai •� n i O Z w U) Z 00 w U_ OU J W O N J D N M L� Z 0 0 i 0 2 0) 0) 0) rn 00 T T T T T 0 0 0 0 0 N N N N N N O O N O O O (D In M N 1- 0 0 0 0 0 <I I CnCn Cn W Z Z Z 022 a cn in in O w w w W W W aaaWa Z W W W 2 < ZZZoCW < W W W W W o 0 0 0 a 0 LU W O U) 00 ti (D lf) 4tr CO N r Z )RAWING TITLE OVER SHEET )ATE: 02/12/2019 ;CALE AS NOTED )RAWING NUMBER GOmO COPYRIGHT © 2017 ■ F --- z n 0 w N_ W J J H Q z 0 0 z 0 n 0 0 0 w U r) w LL I m CQ G U) 77 Lu 0 z -It 1 N 1 a O 1 N c� rn 0 N 00 0 ACCESSIBILITY REQUIREMENTS \ �J' r 0 - CLEAR \ FLOOR SPACE 5-0" SHELVES, GRAB BARS, HOOKS AND DISPENSERS MAY OVERLAP CLEAR SPACE FOR TOILET 3-0" CL 2'-0" 1'-0" M co 54" MIN 39"-41 " ' A0" 42" MIN VERTICAL BAR M � ' MIRROR 25, 2'-T - x MAX.MIN. Loa N , z a PROTECT PIPES, < pin o !�� DRAIN, FITTINGS z %%131 c o io%131 _o z M 30"x48" CLEM zV N N � FLOOR SPACE\,, NO CONTROLS OVER 25" FROM FRONT EDGE Jl' -T 1'4' IN A SINGLE -USER BATHROOM, INCLUDING TOE AND co FIXTURE CLEAR FLOOR SPACES 1'-3" 1'-3" o rr AND TURNING AND PARKING AREA V 3'-3"MIN. MAY OVERLAP. / ,' 0 KNEE SPACE TURNING CIRCLE IF N MIN. MIN. TOE AND KNEE SPACE wD MAY OVERLAP CLEAR ARE PROVIDED O SPACE FOR TOILET GRAB BARS MUST BE INSTFtLED T DOOR SWING MAY OVERLAP i C% CLEAR SPACES WHEN 30"x48" DOOR MUST HAVE AP 3'-6" MIN. PARKING SPACE' IS PROVIDED CLEAR OF DOOR SWING CLEARANCES AND 32" CLEAR O�� Q�Q ZZ WIDTH OPENING O (, z L BATHTUB WITH CLEAR FLOOR ULL ZLL O SPACE, SEAT, GRAB BARS w0 c)w O LLI AND HANDHELD SHOWER HEAD 4'-0" MIN. 10" ZJ H CSF V = - v/ LuOw MAX. >- w ¢= ■� wmQ0 O Lu CQ Lu ~ VQ i >- w<�Q L O i ww0w Q Q Q = 0-¢ F- 75 C? 0o_w� o &-� o M N z WV >> T O T L�Y O w w J CO J 0 M'=O � m �,� <c C/) CO � � � m ~ z o w cr O z CI- ¢ cnU¢Oa FOR CLEAR SPACES, rn IN A SINGLE -USER BATHROOM, SEE INDIVIDUAL co FIXTURE CLEAR FLOOR SPACES FIXTURE DRAWINGS o rr AND TURNING AND PARKING AREA V *m+U)w MAY OVERLAP. LAV MAY OVERLAP 0 SHELVES, GRAB BARS, TURNING CIRCLE IF N HOOKS AND DISPENSERS TOE AND KNEE SPACE wD MAY OVERLAP CLEAR ARE PROVIDED O SPACE FOR TOILET GRAB BARS MUST BE INSTFtLED T DOOR SWING MAY OVERLAP i C% CLEAR SPACES WHEN 30"x48" DOOR MUST HAVE AP zwUO PARKING SPACE' IS PROVIDED CLEAR OF DOOR SWING CLEARANCES AND 32" CLEAR O�� Q�Q ZZ WIDTH OPENING O (, z L BATHTUB WITH CLEAR FLOOR ULL ZLL O SPACE, SEAT, GRAB BARS w0 c)w O LLI AND HANDHELD SHOWER HEAD a�A+ 3'-0" O In 1. MAY BE EITHER A 54" CIRCLE OR 5'x 5' TEE WITH 36" LEGS. 2. OBSTRUCTION WITH TOE AND KNEE CLEARANCE MAY ENCROACH AT ONE LOCATION. 3. MAY OVERLAP OTHER CLEAR FLOOR SPACE. 4. DOOR SWING MAY OVERLAP IF 30"x48" PARKING IS PROVIDED. O M 1'-0" 2'-0" 2'-0" coMAX. MIN. MAX. TWO HORIZ. BAR z J FOLD -DOWN OR REMO�'AB E IT o ONE HORIZ. BAR - `' oz o j CV cG M O Z co M \ CONTROLS N CLEAR FLOOR SPAC 5-0" OR LENGTH OF TUB 3'-0" MIN 15" T016" SEAT ON \ > , WALL OPPOSITE CONTROLS ? 0 U x//// O Lu = d i CO ALIGN CLEAR FLOOR CLEAR SPACE WITH SHOWER M FLOOR SPACE CONTROL WALL 4'-0" %%131 / CONTROLS � z o - � V coCJ M co 2" MAX. THRESHOLD SEAT ON WALL OPPOSITE CONTROLS CLEAR FLOOR SPACE LIMIT 0 GO M M 0 co M LJ co M 42" MAX 42" MAX 36" MAX PROTUDING DISPENSER ✓ RECESSED DISPENSER AREA 24" MIN AREA N Z N Z 00 GENERAL REQUIREMENTS PARKING REQUIREMENTS: TOTAL STALLS REQUIRED: (3) STUDIOS UNITS x =04 STALLS (27) 1 BEDROOM UNITS x =12 STALLS (17) 2 BEDROOM UNITS x =18 STALLS (47) TOTAL UNITS TOTAL STALLS PROVIDED: (34) INDOOR STALLS (47) SURFACE STALLS ACESSIBLE STALLS PROVIDED: (2) INDOOR STALLS (1) SURFACE STALLS R2 - AREA (UNITS) 47808 SQ/FT S2- AREA (PARKING) 12034 SQ/FT TOTAL 59842 SQ/FT GENERAL ELEVATION NOTES: 1. STONE TO HAVE WALL TIES TO SUPPORT NO MORE THAN (2) -TWO SQUARE FEET OF WALL AREA BUT SHALL NOT BE MORE THAN 24" OC. HORIZONTAL. 2. PROVIDE FLASHING AND COUNTER FLASHING AS REQUIRED AT ALL DOORS, WINDOWS AND OTHER PENETRATIONS. 3. INSTALLATION OF EXTERIOR FINISH MATERIAL (IE. SIDING, STONE) SHALL CONFORM TO CURRENT BUILDING CODE REQUIREMENTS AND THE MANUFACTURERS INSTRUCTIONS. INCLUDE AIR BARRIER AND WEATHER BARRIERS WHERE REQUIRED. GENERAL PLAN NOTES: 1. DIMENSIONS ARE FROM CENTER OF STUD TO CENTER OF STUD OR FACE OF CONCRTE/SHEATHING UNLESS NOTED ORHERWISE. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. 2. SOME WALLS, WHETHER NOTED OR NOT, MAY NEED WIDER FRAMING TO ACCOMODATE PLUMBING, CONDUIT, OR DUCTWORK VERIFY AND COORDINATE WITH MECHANICAL OR ELECTRICAL CONTRACTOR, AND NOTIFY ARCHITECT OF ANY SUCH CHANGES. 3. DO NOT SCALE THE DRAWINGS, FIGURED DIMENSIONS SHALL BE USED. DIMENSIONS ON THE DRAWINGS ARE SUBJECT TO FIELD VERIFICATION AND MAY NEED TO BE MODIFIED TO SUIT EXISTING CONDITIONS. 4. VERIFY LOCATIOINS OF ANY EQUIPMENT PADS AND/OR FLOOR DRAINS WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 5. ALL WALLS RUN TO DECK, AND ARE TO BE SEALED TOP & BOTTOM EACH SIDE UNLESS NOTED OTHERWISE. 6. SUBSTITUTE WATER RESISTANT GYPSUM BOARD IN ALL WET AREAS (MECHANICAL, ELECTRICAL, CUSTODIAL AND TOILET ROOMS). 7. ALL ROOM DOORS TO BE A MINIMUM OF 2'-10" WIDE. 8. ALL BATHROOMS TO HAVE BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSET, SHOWERS, BATH TILES TOWEL BAR, TOILET PAPER HOLDER. UNIT PLAN GENERAL NOTES: ALL BEDROOM WINDOWS MUST MEET MINIMUM EGRESS REQUIREMENTS. ALL DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" MINIMUM. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MINIMUM AND 48" MAXIMUM ABOVE THE FLOOR. OPERABLE PARTS INCLUDING, BUT NOT LIMITED TO, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, APPLIANCE CONTROLS. OPERABLE HARDWARE FOR WINDOWS, PLUMBING FIXTURE CONTROLS, AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS SHALL COMPLY WITH ALL ACCESSIBILITY CODES. REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS AND SHOWER COMPARTMENTS. CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTERTOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40" MINIMUM EXCEPT AT "U" SHAPED KITCHENS WHERE IT SHALL BE 60" MIN. A CLEAR FLOOR SPACE OF 30"x48" SHALL BE CENTERED AT ALL APPLIANCES OR FIXTURES. A WORK SURFACE SHALL BE PROVIDED WITH A MINIMUM OF 30" WIDTH AND 34" IN HEIGHT ABOVE THE FLOOR. THE WORK SURFACE SHALL BE PERMITTED TO BE ADJUSTABLE IN HEIGHT AND HAVE A REMOVABLE CABINET BELOW. ADA UNITS ONLY ALL LAUNDRY ROOMS IN APARTMENT UNITS THAT HAVE PLUMBING AND DUCT WORK ARE REQUIRED TO BE A 2 x 6 WALL IF THERE IS A CONFLICT THIS SECTION OVERRIDES ANY CONFLICT ON PLAN.. Lu Q 0 O z Lu U) z co Lu U uu J W N J O 0 N to M Z O 4) .Q i O 2 rn rn mo O co T a) o rr .� V *m+U)w 0 .. 0 M >z N N N wD N 0) O U05E) O T O ii2w C% (1) L zwUO M O O�� Q�Q ZZ O O (, z L ULL ZLL O ■ w0 c)w O LLI a�A+ ZJ H CSF V = - v/ LuOw >- w ¢= ■� wmQ0 O Lu CQ Lu ~ VQ i >- w<�Q L O i ww0w Q Q Q = 0-¢ F- Lu Q 0 O z Lu U) z co Lu U uu J W N J O 0 N to M Z O 4) .Q i O 2 rn rn rn O co T T T .� V 0 0 m 0 CD L N N N N N 0) 0) N a) T O O = O 0 Lf) M A O W O O O W L U) Lu Q 0 O z Lu U) z co Lu U uu J W N J O 0 N to M Z O 4) .Q i O 2 rn rn rn rn co T T T T r 0 0 0 0 CD N N N N N N 0) 0) N a) T O T T O (D Lf) M N 1` O O O O C -mj cm,7 I— N N N z z z _O _O _O W a N N N W W W O J W W W cc it W W W o F- z 2 < zz z W W W c) c) c) m N N< W W a 0 Lu D U) L 00 1� (D Lf) Rl M O N � z )RAWING TITLE NCCESSIBILITY NND GENERAL REQUIREMENTS )ATE: 02/12/2019 >CALE AS NOTED )RAWING NUMBER GOm 1 COPYRIGHT © 2017 F___ rr n 0 LUN W J LL a Z 0 Z 0 0 rr m U_7 77 n 0 U LIJ U r) LL1 a LIJ m CQ G W 77 LIJ 0 Z It 1 N 1 r . O 1 O ABBREVIATIONS A ROOM NAME D QUANTITY H Portland Cement AB Absolute D DeDth HC Hollow Core AC Acoustic DBL Double HD Hand Drver ACBD Acoustic Board DEMO Demolition HDBD Hardboard ACT Acoustical Ceiling Tile DET Detail HDW Hardware ADDM Addendum DF Drinkina Fountain HDWD Hardwood ADJ Adiacent DIA Diameter HNDRL Handrail ADJ Adioinina DIM Dimension HM Hollow Metal ADJ Adiustable DISP Disoenser HORIZ Horizontal AFF Above Finished Floor DN Down HT Height AHU Air Handling Unit DR Door V ALT Alternate DR Drain I, J, K Cr = 6 H J w W Z W ALUM Aluminum DS Down Soout ID Inside Diameter AP Access Panel DT Drain Tile INSUL Insulation APPROX Aooroximate DW Dishwasher INT Interior ARCH Architect DWG Drawing JAN Janitor AWT Acoustical Wall Treatment VWC JST Joist Reauired E RESIL JT Joint B RM E East RO Rouah Opening EA Each L W BB Bulletin Board EF Each Face LAV Lavatory BD Board EFIS Exterior Finish Insulation LF Linear Feet (Foot) BITUM Bituminous System LINO Linoleum BLDG Building EJ Expansion Joint LKR Locker BLK Block EL Elevation LOC Location, Locate BLKG Blockina ELEC Electrical Schedule WI BM Bench Mark. Beam ELEV Elevator M SD BMU Burnished Masonry Unit ENCL Enclosure Slidina Glass Door BOT Bottom EQ Eaual MATL Material BRG Bearina EW Each Wav MAX Maximum BUR Built -Up Roofing EWC Elec.. Water Cooler MECH Mechanical Channel EXP Expansion, Exposed MET/MTL Metal Center Line SS EXPMATLExpansion Material MEZZ Mezzanine C Steel EXT Exterior MFR Manufacturer CAB Cabinet EXIST Existing MH Manhole CB Catch Basin # Number MK BD Marker Board Cl Cast Iron F MIN Minimum, Minute CJ Control Joint FD Floor Drain MIRK MISC Mirror Miscellaneous CT Ceramic Tile FDN Foundation MO Masonry Ooena CEM Cement FE Fire Extinauisher MR nt Moisture Resistant CEMPLASCement Plaster FEC Fire Extinguisher Cabinet g MTG Mounting CHBD Chalk Board FIN Finish CG Corner Guard FLR Floor CL Center Line offing N CLG Ceiling FR Frame N North CLR CMU Clear Concrete Masonry Unit FT FTG Foot Footina N Not Applicable CO/COR Contracting Officer (Rep) FWC Fabric Wall CoveringNIC NTS Not In Contract Not To Scale COL COMP Column Composition NO Number CONC Concrete G O CONF Conference GA Gaae CONT Continuous GALV Galvanized OC On Center CONTR Contractor GB Grab Bar OD Outside Diameter CPT Carpet GEN General OFF Office CSG Casino GI Galvanized Iron OPNG ODenina CUH Cabinet Unit Heater GL Glass OPP Opposite GLU LAM Glued Laminated Wood OH Overhead GYP Gypsum ORIG Original UNIT MIX SCHEDULE P ROOM NAME T QUANTITY PCT Portland Cement T Tread. Toilet PBD Particle Board TB Towel Bar PERF Perforated TD Towel Dispenser PL Plate TEL Telephone PLAS Plaster TEMP Temoered PLAM Plastic Laminate TER Terrazzo PLYWD Plvwood TKBD Tack Board PREFIN Prefinished T&G Tonaue and Groove PTD Paper Towel Dispenser TPD Toilet Paper Dispenser PTH Paver Towel Holder TYP Typical PT Paint 970 6 TOTAL U 47 Q UNEX Unexcavated QT Quarry Tile UNFIN Unfinished s UNO Unless Noted Otherwise V UR Urinal R L Cr = 6 H J w W Z W R Riser. Radius, Range a 1a_< RAD Radiator V RB Resilient Base VB Vinvl Base RD Roof Drain VCT Vinvl Composition Tile REC Recessed VERT Vertical REF Refriaerator VIF Verifv In Field REINF Reinforced VWC Vinyl Wall Covering READ Reauired RESIL Resilient RM Room W, X, Y, Z RO Rouah Opening RS Rouah Sawn W West RTF Rubber Tile Flooring W/ With W/O Without WC Water Closet S WD Wood S South WDW Window Wire Glass SAT Suspended Acoustical TileWH WH Water Heater SC Solid Core WWM Welded Wire Mesh SCHED Schedule WI Wrought Iron SECT Section SD SoaD Dispenser SGD Slidina Glass Door SGT Structural Glazed Tile SYMBOL CHARACTERS SHTHG Sheathing SIM Similar @ At SND Sanitary Napkin Dispenser Anale SPEC Specification Channel SQ FT Sauare Foot r Center Line SS Stainless Steel Flow Line STL Steel IL Plate STOR Storaae Feet STRUCT Structural Inches SUSP Suspended # Number SV Sheet Vinyl Smoke 0 Sauare Q Round, Diameter UNIT ID ROOM NAME AREA QUANTITY STUDIO STUDIO 480 3 1A ONE BEDROOM 715 17 1B ONE BEDROOM 685 1 1C ONE BEDROOM 870 1 1 D ONE BEDROOM 730 3 1 E ONE BEDROOM 'ADA' 710 1 1 F ONE BEDROOM 710 3 1G ONE BEDROOM 806 1 2A TWO BEDROOM 1015 4 2B TWO BEDROOM 1015 7 2C TWO BEDROOM 970 6 TOTAL V 47 3D VIEW (FOR REFERENCE ONLY) MATERIALS REFERENCE INDICATORS PROJECT GENERAL NOTES ROOM NAME 1. THE GENERAL CONTRACTOR, ASSOCIATED SUBCONTRACTORS AND FACE BRICK 101A ROOM NAME/ NUMBER ALL OF THEIR SUBORDINATES SHALL FAMILIARIZE THEMSELVES WITH ALL INFORMATION LOCATED WITHIN THE DRAWINGS REGARDLESS OF CAST -IN-PLACE CONCRETE 22> WINDOW / DOOR TAG TRADE INVOLVED PRIOR TO CONSTRUCTION. 2. ALL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH CONCRETE BLOCK REVISION NUMBER LAWS, ORDINANCES, RULES AND REGULATIONS OF GOVERNMENT AUTHORITIES HAVING JURISDICTIONS. CONCRETE BLOCK (LARGE SCALE) DETAIL NUMBER \ REFERENCE TAG 3. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR AND WOOD STUD PARTITION SHEET NUMBER ASSOCIATED SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS, CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS PRIOR TO BIDDING. ANY DEVIATIONS, DISCREPANCIES, AND/OR CONFLICTS METAL STUD PARTITION SHALL BE REPORTED IN WRITING. SECTION REFERENCE 4. DO NOT SCALE: DIMENSIONS GOVERN, LARGE SCALE DETAILS BATT INSULATION GOVERN OVER SMALL SCALE. 5. THE OWNER'S REPRESENTATIVE SHALL CONDUCT A FIELD EXTERIOR RIGID INSULATION - - BUILDING SECTION REFERENCE INSPECTION OF THE PARTITION LAYOUT AT THE JOB SITE BEFORE THE WORK IS COMMENCED. �<YJ<YJ�cXJ RIGID INSULATION (LARGE SCALE) 1 6. CONTRACTOR SHALL PERFORM HIGH QUALITY WORK. MATERIALS PLYWOOD A3.01 EXTERIOR ELEVATION REFERENCE INSTALLED TO UNIFORM ACCURATE FIT SO THEY MEET WITH NEAT, I/ STRAIGHT LINES, FREE OF OPEN SEAMS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB AND AT WOOD BLOCKING ACCURATE RIGHT ANGLES, OR FLUSH WITH ADJOINING MATERIALS. L 1 1 WORK OF EACH TRADE SHALL MEET OR EXCEED ALL NATIONAL STANDARDS PUBLISHED BY THE TRADE. FINISH WOOD A5.03 4 A5.11 2 INTERIOR ELEVATION REFERENCE 7. CONTRACTOR SHALL ARRANGE TO ACCOMMODATE "NOT IN CONTRACT" WORK. WHEN INFORMATION IS INADEQUATE, REQUEST GYPSUM BOARD OR PLASTER 3 FURTHER INSTRUCTIONS BEFORE CONTINUING. 8. CONTRACTOR SHALL TAKE CARE TO PROTECT NEWLY INSTALLED METAL -LARGE SCALE 00 WINDOW/ LOUVER TAG MATERIALS. 9 PRIOR TO FINAL INSPECTION OF AND ACCEPTANCE OF THIS STONE PROJECT, THE CONTRACTOR SHALL HAVE PROJECT AREA FREE (101A) DOOR TAG FROM ALL CONSTRUCTION DEBRIS, SCRAPS, MATERIAL, AND EQUIPMENT. 10. CONTRACTOR SHALL PATCH AND REPAIR ANY AND ALL FLOORS, WALLS, BASE, CEILING, ETC. IN A WORKMANSHIP -LIKE MANNER TO MATCH THE SURROUNDING SURFACE AREAS WHERE THERE IS <\0�01> WALL/ PARTITION TYPE DAMAGE BECAUSE OF REMOVAL OR REPLACEMENT OF EXISTING CONSTRUCTION. 11. ALL ACTIVE TELEPHONE AND LOW VOLTAGE LINES IN PLENUM SPACES ABOVE THE CEILING SHALL BE BOUND TOGETHER AND SUSPENDED FROM THE BUILDING STRUCTURE. NO LINES SHALL BE ALLOWED TO REST ON THE CEILING GRID STRUCTURE. OPOINT REFERENCED ELEVATION INDICATOR 12. REPLACE DAMAGED SOD/SOIL DUE TO CONSTRUCTION RELATED ELEVATION ACTIVITIES WITH BLACK DIRT AND NEW SOD TO ACHIEVE A UNIFORM SURFACE AND APPEARANCE. 3D VIEW (FOR REFERENCE ONLY) ■ ■ LM 0) 0) 0 00 T A� W O o= .. 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O � � V O L Z�U0 4� O O Q >- Q Z O O O D � Z Z LL �_WZLL O ■ wwp z J LLI � ♦}+� v ♦�♦�� V 2WJa >.��w Vi LL Q= wmQw s •— Uo�o wQ (� (� wa=a LE D a-H J W Z LL, Q QO a Ir =a_< ■ ■ O O O O T T T T V O O O O O L N N N N N O O N O O O (D In M N 1` O O O O O n i i N CO M z O O O O O O T T T T T O O O O O N N N N N N O O N O O O (D In M N 1` O O O O O \M\\ NNN W z z z m 000 m cn cn cn O W W W W W W aaawa z W W W � 2 < z z z w N QW W W W W c� c� c� a o LU c/) O U) 00 ti (D Lf) 4tr M N r z DRAWING TITLE PARKING LEVEL PLAN DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A200 COPYRIGHT © 2017 ■ F --- z n 0 N J D H Q z O V z O 01 n O U 0 w U r) Q LL I m CQ G U) 77 L LI O z -It 1 g. r . 0 1 c� 0 w 1p w 0 N 00 0 2 n 3 A4.4 1 2 3 4 A3.0 5 6 7 8 180' - 0" 1 / 30'- 0" 24'- 0" 24'- 0' 34'- 0" 34'- 0" 24'- 0" 101-01, / / 17'-111/2" 12'-01/2" 12'-0" 12'-0" 12'-0" 12'-0" / 10'-6" 12'-0" 11'-6" 12'-0" 10'-6" 11'-6" // 12'-0" 22'-0" / ,I� i .� i i i i 6'- 1 1/4" 12'- 0 1/4" 10'- 10 1/2" 25' 0" 2elo., 0" d000l �2 3 A4.0 A4.1 A f \ q4.3 5 \ 4 o �- ` TYP w A4.3-- A4.3 �,� o � VEST113ULE �'/ 10c _ 02 RRROLSHJIFCYCLI� 102 5 T 102 F 9 IRA 3 1A 1A �� 2B 1G m 9 100 102 2A 106 108 7 - 111 o r=-- 104 OB e)V4 EL TOR - - - � N -I Cl 6 i N Ir - I I T�II �- - - F = As.o�LECTRICAt r N_--`- r.., 00 Oo- - -I - - - !- -- - _ I - � LOBBY - / C � -J >� r 101 E=--_ _ - _ - - - -- - --_-- �. -_ - _ -_ - _ -_ 0 � - oo � � � � J]G, u - -� - -- - - - - - - � J - - - - - _ oo - - 17 b 00 -~ O 0 g Al - - - - - - - - - - - - L J- � -- - - - - - - - - - �l--F _ _- ---- - - -- --- - -103 I- - - b 0 0 0 0 0 � _ � li o it II II o o II II li o i I i i I �\ C ,r II -If 1 - a --� �J �- ® , O III II II _ II II II II II II p 11 I I I - A4.2 C) o i li / 2 1 FFE 100 0 - p°� r o �I�I-� �I�l-I �I_�� co �n 105 i A5.0 (DATUM 932.75) ��3� STAIR B I - - - - - - - D \ \ 105 I --- - -----� �. CORRDR o� _ < / 106WOFFICE -_ - r 110 - - i - - - - o -_ - _ -_ - I I _ -_ - _ - -� F - - = �-------- r � -- -_ -_- -III - _ -_ - _ -_ - o I �_ _ -_ -_-- _ -_-- -_ -_11 �� -_ -_ __-_ I MECHANICAL � 3 80 EL 00 104 _ _\� _ r -t -00 1 112 A5_1 _ - . (12 o0 00 r �001 O0 OO 0ON 7i m_ Q - 00 00 f r � REF ---- o 7 L J -00 00 L 0 o N LOUNGE w - _ _______ T oI "' N "' 106 U¢ �- - 0 1 C J E ADAI STORAGELil o ¢ a 1A 1A 1A 1B 101 103 105 107 109 111 113 N 2 _ 113 I I I I I I I I A6.0 1 � 7 TYP @ALL f W INGWALLS 16'-0" 10'-6" 12'-0" 11'-6" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 101 16'- 0" 100/ 34'- 0" 24 - 0" 24 - 0" .10 01 24' - 0" 24 - 0" 24' - 0" 10' - 0" A3.0 ENVELOPE REQUIREMENTS: 1. INTERIOR VAPOR RETARDER ON INSULATED CEILINGS, WALLS AND FLOORS. 2. CONTINUOUS AIR BARRIER AT ALL PLUMBING AND HEATING PENETRATIONS. 3. FIRE STOPS MUST BE INSTALLED TO BLOCK AIR MOVEMENT INTO THE ATTIC. 4. PENETRATIONS IN THE BUILDING ENVELOPE FOR ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT (EXCEPT FOR ELECTRICAL BOXES AND FAN HOUSINGS) MUST BE SEALED TO PREVENT AIR LEAKAGE. 5. WIND WASH BARRIER REQUIRED AT EXTERIOR EDGE OF ATTIC INSULATION. 6. WIND WASH BARRIER REQUIRED AT OVERHANGS, SUCH AS CANTILEVERED FLOORS ANDS BAY WINDOWS. 7. WINDOW AND DOOR FRAMES MUST BE SEALED. 8. ALL EXTERIOR JOINTS THAT MAY BE SOURCES OF AIR INTRUSION MUST BE SEALED. 9. RIM JOIST MUST BE SEALED TO PREVENT AIR LEAKAGE 10. TOP OF INTERIOR PARTITIONS WALLS MUST BE SEALEDTO PREVENT AIR LEAKAGE. 11. ELECTRICAL BOXES AND FANS MUST BE SEALED TO PREVENT AIR LEAKAGE. 12. BETWEEN WALL ASSEMBLIES, RIM JOISTS AND FOUNDATIONS MUST BE SEALED TO PREVENT AIR LEAKAGE. NOTES: 1. ATTIC DRAFT STOPS TO BE ONE LAYER OF 1/2" GYPSUM BOARD ONE SIDE OF WOOD TRUSS WHERE INDICATED. EXTEND TO EDGE OF OVERHANG. 2. PROVIDE ONE LAYER 5/8" TYPE'X' GYPSUM BOARD BEHIND TUB ENCLOSURES. 3. PROVIDE 2x WOOD BLOCKING FOR TOWEL BARS, STAIR RAILINGS AND GRAB BARS. 4. PROVIDE DRAFT STOPS (BY MECH.) WHEN VERTICAL PIPES AND DUCTS PASS THROUGH FLOOR. 5. FLOOR BELOW TUB ENCLOSURES TO RECIEVE GYPSUM TOPPING FOR SOUND AND FIRE RATING. 6. LINEN STORAGE TO BE COMPRISED OF 5 FIXED SHELVES. 7. PROVIDE GYPSUM BOARD EXPANSION JOINTS OVER APARTMENT ENTRY DOORS & AT 50'-0" OC AT CORRIDOR CEILINGS AND STAIRWELL LANDINGS FIRST FLOOR 1 1/81' = 1 1-01' NOTE: 1. Q DENOTES WALLTYPE -SEE SHEET A7.0 FOR WALL TYPES 2. 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Q DENOTES WALLTYPE -SEE SHEET A7.0 FOR WALL TYPES 2. 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F TYP. 1 1 1! II 1! 1! 1 1 T a1 O � �= VIII II IIIIIIII I I I �T - L ----------- - EPDM ROOF SYSTEM. BY ROOFING CONTRACTOR TYP. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SLOPE SLOPE s1/4" PER FT 1/4" PER FT ~ LL uj - � IL w O 0 J � A� W \ v r V — ---- TAPERED INSUL FOR 0 SLOPE I o00 4 I SEE STRUCT FOR FRAMING PATIO ROOF FRAMING 2 1/4" = 1-0" ROOF PLAN 1 1/811 = 1 1.011 GUTTER 2 A3.0 2 A2.3 ■ ■ L 0) N O co � A� W Orr T V �+ C/) w ■ ■ O M >z N N L wz L r. O ��H O O ��w V O L z�U0 4� O O °� Q ¢ z O O O o> - L cf)_wzw O ■ _ w w O � z J ■> ca V >�ow LL ¢_ *.awmLLJQ w s s Uo�o u< L wwow Q Q a =a_< ■ ■ L 0) N O co � T T T V O O O O O L N N N N N r. O N O O O r O (D In M N 1` O O O O w ■> a% n i i 0 z w U) w z w U_ c J N 'M^ r / z n O 0) 0) 0) rn co T T T T T O O O O O N N N N N N O O N O O O (D In M N 1` O O O O O C�< NNN W z z z m 000 m cn cn cn O w w w W WW aaawa z W W W � a— < z z z m N ¢W W W W W o C7 C7 C7 a 0 Lu W O L 00 ti (D l!) 41 M N r z DRAWING TITLE ROOF PLAN DATE: 02/12/2019 I SCALE AS NOTED DRAWING NUMBER A2m3 COPYRIGHT © 2017 ■ F___ rr n 0 Lu N_ U7 I J H a z O �'R\/ V z O 0 rr m U7 77 n 0 U w U r) w a w m CQ G U7 77 w 0 z It N I T ■ O ■ A co 0 CID \ w r- 0 7 . 1I 3 2 A4. 10'-0" A4.2 24'- 0" 34'- 0" 34' - 0" 24' - 0" 24.' - 0� " : .100e 100 oe 100 oe 100 oe 100 Ole �I f I I 30'- 0'- 0" METAL PANEL 3 WINGWALL A4.2 iuVENT : : : . . . . : : : s . . . AqM KE HAT H. . . iR HITECTA. , , : : . : : : r�SrHALT SHING� ' �: : : . ' 14" EPDM ROOF + 14 12" FASCIA . TYP MAIN FASCIA TYt- lROOF ._. . . . I .� I� —1fi �\\ — — Roo f 138 -6(1 VERTICAL STEEL o Ll VERTICAL SEEL VERTICAL STEEL VERTICAL 130 6 3/� VERTICAL STEELSIDING I I I I II _ �Level 31 120'- 4 STONE�1 /2 RFI� L[111� Jl� I 1 11. 1 7 'ILI Fj'] 1. 1 .1 --d -I ' ri � 'I ' r - � —I ' r� n ' I ' r♦ I ' ISI it ' � 11F] PFI� I ' I � - - - Level 2 -T - - - ILII --� r1 f - -- =GUTTER & ITr-I -I--I -TL1 STONE-�� ;�� — 3TONR t - - - 1 =3 �11I -:DOWNSPOUT 110'- 2 5/8" L0 I 6 [IF U 11F] n I I r 36" HIGH Ik HANDRAIL --� _ {�= Level 1 _�— - \ �� ; 6' - o' 100, _ 011 _ STONE �� I T STONE — SPLASHBLOC EW 0 WIN �J GARAGE t 90' - 0„ , _r (VARIES) u' I I I I 1 I I II I I I I I I I I I I II I ISI SOUTH 2 1/8" = 1'-0" **SEE A8.0 FOR EXTERIOR FINISH SCHEDULE** Level � � m 100' - 0 GARAGE 90'-0" (VARIES) n i O z w U) z 00 w U_ Ib J W J 0 N M L0 L0 z 0 V i 0 2 0)0)0) O T A� W Ocr T T �+ C/) w ■ ■ O M >z N W L wD N O 0 USF 0 ��cnw O VL O 0 ZLuU0 Q) 0 0 0= Lu Qoaz O O (� o�oz A C/)_irzL.L Oww W 0 Q ~ z J ~ Q v 0= J >- °ow Q� L��Q= wmQw s s LL �o >1o L00u < < L wwow Q Q a =a_< n i O z w U) z 00 w U_ Ib J W J 0 N M L0 L0 z 0 V i 0 2 0)0)0) O T T T T T O O O O O L N W N N N O O N O O O O 0 In M A O W O O O O A W U) n i O z w U) z 00 w U_ Ib J W J 0 N M L0 L0 z 0 V i 0 2 0)0)0) 0)00 T T T T T O O O O O N N N N N N O O N O O O (D In M N 1` O O O O O C�I \ NNN W z z z 000 a cn cn cn O w w w W W W aaawa z W W W � 2 < z z z x N Q W W W W W o C7 C7 C7 a D Lu D W 0 L0 00 ti (D lf) 4tr M N r z DRAWING TITLE ELEVATIONS DATE: 02/12/2019 I SCALE AS NOTED DRAWING NUMBER A300 COPYRIGHT © 2017 F___ rr n 0 Lu N_ i J D H a z 0 z 0 0 rr m U) 77 n 0 U w U r) w a w m CQ G 77 w 0 z I NI a 0 00 rn 0 N 00 A w M O 00 r 0 00 0 00 LO N O 0 F E D C B A A B C D E F 3'-0 " 33' 0" 30' - 0" 3' - 0" 3'-0" 30'-0" 33'-0" 3'-0" 4 A4.1 14" EPDM ROOF + 14" FASCIA TYP i _Roof 138'_ 6 3/4" METAL PANEL WINGWALL TYP Level 4 130' - 6 3/8" - SCREEN PORCH TYP Level 3 � 120' - 4 1 /2" Level 2 110' - 2 5/8" Level 1 100'-0" SMOKE HATCH 01 10' - 0" I ASSEMBLY I I ARCHITEC URAL ASPHALT 8HINGLt�-: . WINGWALL 1�I: d „MA 14" EPDM ROOF + 14" - �14" EPDM ROOF + 14 ; _ - FASCIA Tl - FASCIA TYP FASCIA TYP" _ N ROOF' -- _ _ Roof 138'-63/4" co20 6" - OA o �� N /,� CURTAIN WALL VERTICAL STEEL �\ — F Level 4 130'- 6 3/8,. 00 �" ! VERTICAL STEEL A A Lev -el 3 � — 120, -41/2 14" EPDM ROOF + 14" - r; f', ',, �! FASCIA TYP bo A n A n o FETAL :FTI_ 1 j Level 2 - -- — 110'-25/8„ AF �o N STONE ;, ;, ;, ;, ;, rTON hi hilkiihilkii Level 1 — - ----- 100 - 0" 0 EAST WEST 1 1/811 - 1 1.011 1/811 - 1 1.011 ■ ■ o a A� W Ocr T T �+ 0 w .. O M >z N N Lm wD Lm O 0 �1 0 O ��cnw V O L Z�(-) Q O 0 w Q Q z O O O Li 2i Z LL c/) ir Z 0 ■z Lu Lu 0 J v V >- �ow Vi Q 2 *,+ wmQ'1 Uoo VQ wQ� a L wwow Q Q a =a_< ■ ■ o a T T T T O O O O O N N N N N N O O N O O 0 � O (D In � N O W O O O O n i O z w U) z 00 w U_ O J N M Z 0 0)0)0) 0)00 T T T T T O O O O O N N N N N N O O N O O O (D In M N 1` O O O O O C�I \ NNN W z z z m 000 m cn cn cn O w w w W W W aaawa z W W W � 2 < z z z w N QW W W W W o C7 C7 C7 a 0 Lu W 0 U) 00 ti (D Lf) 4tr M N r z DRAWING TITLE ELEVATIONS I DATE: 02/12/2019 ISCALE AS NOTED DRAWING NUMBER A3m 1 COPYRIGHT © 2017 ■ F___ n 0 w N_ W J D H Q z O 0 z 0 �,t I 0 n O U 0 w U r) w LLIQ m U) 77 O 00 O 80 00 0 00 0 L0 0 0 A B C D E F 3'-0" 27-0" 6'-0" 30'-0" 3'-0" TYPICAL ROOF ASSEMBLY (UNO): -LAMINATED SHINGLES -ROOFING FELT/ICE & WATER SHIELD -15/32 APA RATED ROOF WITH CLIPS -ENGINEERED WOOD ROOF TRUSSES -0-491NSULATION -POLY VAPOR RETARDER WITH DOUBLE STICK BUTYL TAPE -(2) LAYERS 5/8" TYPE X GYPSUM BOARD SLOPE s 1/4" PER FT / CL / / / / a � e � e ` e � a / / / / / / a � e � e � e � I I 7 A4.3 / / o � e � e � a � e � / / / / / / TYPICAL FDN. WALL ASSEMBLY (UNO): -2" RIGID INSULATION -WATERPROOFING -FULL DEPTH BELOW GRADE POURED - CONCRETE WALL (SEE STRUCTURAL) 1 A4.3 F� DRAIN TILE, ENGINEERED FILL WRAP WITH SEE SOILS REPORT FILTER FABRIC CONT. RIDGE VENT ROOFTRUSS BY SUPPLIER SLOPE 1 4" PER FTS Roof 138' 6 3/4" T V i 1 TYPEE 'X' TYPICAL CORRIDOR FLOOR ` f ASSEMBLY (UNO): \ I -3/4" 3000 PSI MIN GYPCRETE -3/4" T & G OXBOARD SUBFLOOR -WOOD FLOOR JOISTS SEE STRUCT -1/2" RESILIENT CHANNEL @ 24" OC. -5/8" GYP BOARD ACOUSTICALSUSPENDED ` CEILINGS @ TYPICAL FLOOR ASSEMBLY \ f CORRIDOORS (UNO): 16 / A7.0 I � Al e e / 0 o i e e � / e e , / f- e � e e � / e e , / / PRECAST PLANK AND TOPPING ` SEE STRUCTURAL DRAWINGS FOR MORE INFO ` e e � e e � / T _ " a d T a o a a a ddT d" 9� _ a •a �d' a _ _ 4 =d d 4 PRECAST COLUMNS AND �s BEAMS SEE STRUCTURAL DRAWINGS FOR MORE INFO TYPICAL FLOOR ASSEMBLY (UNO): j 4" CONC. SLAB _ -SEE STRUCT. FOR REINF. -4" COMPACTED GRANULAR FILL �. -MOISTURE BARRIER -COMPACTED SOILS a BUILDING SECTION 1 1/4" = 1'-0" HANDRAILS AND GUARDS: HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 PLF IN ACCORDANCE WITH SECT 4.5.1 OF ASCE 7. GLASS HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH, [IBC 1607.8.1] CONCENTRATED LOAD: HANDRAILS AND GUARDS SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED LOAD OF Level 4 200 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. [IBC 1607.8.1.1] 130' - 6 3/8" INTERMIDIATE RAILS: INTERMIDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. [IBC 1607.8.1.21 FULL SCREENS VERIFY PRODUCT WITH OWNER. CONNECTION BY SUPPLIER zh Level 120'- 4 1/2" ' DECK FRAMING SEE STRUCTURAL SCREEN BETWEEN DECKING AND DECK FRAMING Level 110' - 2 5/8" Level A--� 100'-0" IF GARAGE (VARIES) � y O N N N W W W F- W y rn A� W Orr V T T �+ in w r ■ ■ 0 M >o wZ Lu N i L � N N 0) O U<) o O O rx ii�~ ~W H O V O M O = O zwuo w L O O CoQ ■y Z LUL), z M U Z Z L � � w J Ow ■ =p a F_ Z J H y V =C� ��O= o >- -aF — NINE# F_ wmaw Q ■ 00 Q VmwQ3 V =Q =Q J C'3 L wwo= =O a Q a =0-¢F_ o � y O N N N W W W F- W y rn rn .� V T T m T r 0 0 N 0 CD N i N — N N 0) O = 0) V O T A O Ate` W Lc) M N W L O = y ■y N M ,L0,^ L z O 4) V i O 2 (AWING TITLE ECTIONS AND 1ETAILS ATE: 02/12/2019 ;ALE AS NOTED (AWING NUMBER A400 COPYRIGHT @ 2017 Z Z Z _O _O _O H W a N N N W W W F- W rn rn rn rn co T T T T r 0 0 0 0 CD N N N N N N 0) 0) N 0) T O T T O (D Lc) M N I\ O O O O O (AWING TITLE ECTIONS AND 1ETAILS ATE: 02/12/2019 ;ALE AS NOTED (AWING NUMBER A400 COPYRIGHT @ 2017 Z Z Z _O _O _O H W a N N N W W W F- W 0 W > W m cc it H W W W ZZ Z m o Z 2 N W W W W 0c)c) a0 W 00 n (D Lc) RCT CO N 7--Z (AWING TITLE ECTIONS AND 1ETAILS ATE: 02/12/2019 ;ALE AS NOTED (AWING NUMBER A400 COPYRIGHT @ 2017 _z cr n 0 N U) J J LL Q z O z 0 , "I - N W F- 0 z FOURTH LEVEL TYPICAL ROOF ASSEMBLY (UNO): SEE 17 / A7.0 TYPICAL FLOOR ASSEMBLY (UNO): SEE 16 / A7.0 THIRD LEVEL SECOND FLOOR FIRST LEVEL DETAIL -PARTY WALL 1 1/4" = V-0" 2 A4.4 0.0 I ' Roof j 138' - 6 3/4" ` 1 -------- --- ---f—J ENTRY 2 1/4" = 1'-0" _ Level 4 30'- 6 3/8" Level &- V - 4 1/2" `- w Level 2 110'-25/8" _Level1 t� 100' - p,. et I GARAGE (VARIES) A B 4 3'-0" A4.1 17'-0" 10'-0" 28'- 3 3/8" 1' 8 5/8" x, 17 I I 1 I BLOWN IN INSULATION TYP __�_4 MIL VAPOR BARRIER ' - TFIRE RATED PLYWOOD ---ilxl0 @ 24" OC AT STAIR - 6 3/4" 138'-�� 5 -1 14'-3" 8'-41f," Ir 17 TREADS @a 11" ^ ` TYP14: _----7 STAIRS AND mac- _ _ F_ I RAILINGS BY SUPPLIER 15 TYP I Level4 O LOBBY 1 I I I I I I SEE 3/A4.1 FOR MORE INFO Rooms 138'- 6 3/4" r %1l —Le_vel4 130' - 6 3/8" I i�i - - 130' - 6 3/8" U) = I � �I �� , o w .c= I 11"T I LL o O LOBBY T - _l a) TYPICAL FLOOR ASSEMBLY (UNO): 16 / A7.0 Lever �I Level 3 - 120' - 4 1 /2" h- --------- - - —L VIII - �_ � a � 120 4 1/2 -V I I I „c J S2)-5/8" GYP, BD. 00 w r- U - °C I _L HEADER l I o �_ / LL SEE STRUCT `� —� STAIR A I I 1 co -L c�o STRAP k' LOBBY I I FASTENERS FOR, I I STRINGER TO "- -- ' HEADER � ff J', - Level 2 110'-2-5/8" 110' - 2 5/8" ' I I cn t1Ir EI I I ao w N 11"T cr PRECAST PLANK AND TOPPING I -j I I j r° LL CO I SEE STRUCTURAL DRAWINGS LOBBY I I II' FOR MORE INFO 1 - -L- / I I I I I � Level 1 _ - Leve - , . - - - r - - � � I �.�-= a , - a . <- - - -- ?- - - • -� 100' - p„ , J= -_1° Q.14 100, - p„ = 13 o cii a a I �I I ` r> TYPICAL FLOOR ASSEMBLY (UNO): °C -4" CONC. SLAB I ' .- O - co -SEE STRUCT. FOR REINF. I -4" COMPACTED GRANULAR FILL 13 T I— -MOISTURE BARRIER" I - I -COMPACTED SOILS I - 1- A4.3 _ T/SLA 3 = 90'-1 90' GARAGE T/SLAB = -1" (VARIES) - ' - _ GARAGEE�� (VARIES) u �—1 – -- STA - — _ IR NOTES: f I •=-�--- 3 11 /4"x O 12 LSL STRINGERS w/ —III—I I / 14'- 3" 2x4 REINFORCEMENT — — 1 "x8" PINE RISERS 1 17 TREADS @ 11" 1 1/8" PART. BD. TREADS 19'-0" I A4.3 8" 3/4" HARDWOOD SKIRT BOARDS �f / 8/, 5/8" GYP. BOARD STAIR A SECTION 3 1/4" = 1'-0" STAIR A SECTION 4 1/4" = 1'-0" L U) O 4) f+ .F.■r T P- T T- 0 Q 0 A3 W O= 0 W N �+ cn w N ..- O O >o � � V L wD w 0 LO O�� F- Q owO _ (1) y O 0 v O Lzw=o U W 0 O ��Qw U) 0Z 00 Lu U) Z M _U 0 J 0 ■ ww0 z H J w F- V/ V }wow " ¢_ wm¢ O (>11) ♦+ Q: wQ=Q J v J 0 Q QLm w w O w =ILaF- O 13 L U) O 4) f+ .F.■r N CD M L0 L0 Z O ■0 O 2 T T P- T T- 0 Q 0 0 cn 0 W N N N N _c_11 N O O N � � V T- _ L 0 LO M L � _ (1) y O Z O cc cc N CD M L0 L0 Z O ■0 O 2 T T P- T T- 0 Q 0 0 0 0 W N N N N _c_11 N O O N O � O T- � O O LO M N � O O O O O \ N Z Z Z 000 Z W a N N W W cn W W O W W H in Z W W W W W W 5 LU 2 N 0 0 0 a o Op f� O M N Z DRAWING TITLE BUILDING SECTIONS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A4m 1 COPYRIGHT © 2017 z rr n D N 6) J Q z O z 0 m 77 7�. T C z C 8 4 A8.1 U) w oo�L) CURTAIN WALL r Q SEE 4/A8.1 �_ o :D O w CO 7 2 A4.2 1 BLOWN IN INSULATION 4 MIL VAPOR BARRIER FIRE RATED PLYWOOD ROOF 2x10 @ 24" OC AT STAIR TRUSS BY SUPPLIER BLOCKING AS REQ'D 27'- 10 1/2" 17T@11"=14'-3" 6'-91/2" TYP HANDRAIL BOTH SIDES OF STAIRS .' 1 ' I 1 I /�L 11"T -I L 't w \i TYP 1 L 1 Z �I Roof L-, 138'- 6 3/4" y Level n 130'- 6 3/8" 7 o— TYPICAL FLOOR ASSEMBLY (UNO): I Y Level 120' - 4 1/2" JAL I; 1 � 00 cwn2 -5/8" GYP BD. y'. i I ' O /j(.0 /am--(( O- oo _ Level 2 I 110'- 2 5/8" i' HEADER < U) 1 �� II L SEE STRUCT 00 U) STRAP 5 oc M >_ FASTENERS FOR N Q 1 c2 STRINGER TO PRECAST PLANK AND TOPPING b / ,�' 1 I HEADER i.j SEE STRUCTURAL DRAWINGS T w „ I + - - <j FOR MORE INFO 00 I� 1 i _ Level 1 100'-p.. STAIR NOTES: 1 (3)-1 1/4"x12" LSL STRINGERS w/ ° 2x4 REINFORCEMENT TYPICAL FLOOR ASSEMBLY (UNO): 1"x8" PINE RISERS 4" CONC. SLAB ° 1 1/8" PART. BD. TREADS -SEE STRUCT. FOR REINF. 3/4" HARDWOOD SKIRT BOARDS 4" COMPACTED GRANULAR FILL 5/8 GYP. BOARD -MOISTURE BARRIER = I -COMPACTED SOILS 4 GARAGE L (VARIES) 1 i A4.3 — — STAIR B 1 1/4" = 1'-0" STAIR B 2 1/4" = 1'-0" Roof V 138'--6 3/4" ' - 2 1/2" Level 130'- 6 3/8" -1' 615/16" Level 3 — 1201- 4 1/2" Level_ \--w 110' - 2 5/8" LVL BEAM SEE STRUCT. DRAWINGS TYP. Level 100-0" PRECAST PLANK AND TOPPING SEE STRUCT. DRAWINGS GARAGE r� (VARIES) I I SMOKE HATCH ASSEMBLY (IF REQUIRED) COORD. SIZE AND LOCATION w/ ELEV SUPPLIER rPR ----OVIDE HOIST BEAM IN SHAFT SEE STRUCT w wI CL D >I z_o_ M >I w >_ �0 LL_ M ` 00 _ -------- N- - - 00 '- 9 o TYP 00 T O T 00 LO N 0 I CEILING ASSEMBLY 1/2" FIRE TREATED PLYWOOD 2x10 CEILING JOISTS @ 16" OC (2) LAYERS 5/8" TYPE 'X' GYP. GA. FILE NO RC 2601 „ _Roof 138' - 6 3/4" J Level 130'- 6 3/8" TYP TYPICAL FLOOR ASSEMBLY (UNO): 16 / A7.0 L_12 Level30' - 4 1/2" Level 2 17- 110'-25/8" 1 PRECAST PLANK AND TOPPING SEE STRUCTURAL DRAWINGS FOR MORE INFO Level70 t 100 - 0 d� - a TYPICAL FLOOR ASSEMBLY (UNO): 4" CONC. SLAB -SEE STRUCT. FOR REINF. ° 4" COMPACTED GRANULAR FILL 8„ 8.._ \, -MOISTURE BARRIER -COMPACTED SOILS a I TOP OF SLAB 90'-1" a �1, 0„ 1'-0., a 7,_4" 01 WATERSTOP ELEVATOR SHAFT 3 1/4" = 1'-0" L N 0 (D N N C7 I` V A� W O� ■ ■ aD }+ CA w H Z Z Z w 5z w a O O ¢mow ¢ o O Z rm~ - < O 0 %=z w U 10 Z Lu W O O I ` � Q <Lu ¢ ZZ CA Z V p��Zc) U C)�ZLL J Lu w O ~o"� Lu a N<zJ� �♦r♦ v N me 2xJ�- >-UJow O V cu F- > Q 400 :E �.� � UOQO U NQ J iui i 0 a O o a wwowo =O_< L N 0 (D N N C7 I` V M O N .� N cm m W LCA M N N C7 I` V � 0 _ .>_ aD N to M L0 L0 z f� O i O - M M M O O O N N N M O N 1 M O N N cm m W LCA M N N C7 I` O O O O O H Z Z Z w O O O N N N a O w aaacl'0 W W W H Z Z Z Z Lu w w cc w N w ✓� 00 1� t0 Ln M N r Z DRAWING TITLE SECTIONS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A402 COPYRIGHT © 2017 r n O U LLQ U D 0 Lu a LLJ m CQ G77 O z � 1 N 1 r . O 1 GRADE HEIGHT VARIES, SEE CIVIL SECURE TOP OF BENTONITE WATERPROOFING AND DRAINAGE MAT W/ TERMINATION BAR AND SEALANT AT TOP. EXTEND OVER TOP OF FOOTING AND 3" DOWN FACE OF FOOTING. BENTONITE CANT 21T GEO-TEXTILE FABRIC I PERFORATED DRAIN TILE GEOTEXTILE FABRIC OVER 6" MIN. WASHED COURSE AGGREGATE MATERIAL FOOTING, SEE FOUNDATION PLAN AND STRUCTURAL DRAWINGS FOR SIZING AND DEPTH " V — d 8 SEALANT OVER OVERHEAD DOOR EXPANSION JOINT MATERIAL OVERHEAD DOOR TRACK ___--- -- STONE JAMB BEYOND EXTERIOR STEEL BENT PLATE BEYOND, HOLD UP 1/2" FROM SLAB SEALANT AT BASE OF BENT PLATE BEYOND -- VAPOR BARRIER TURNED UP --- SEALANT OVER 1/2" FACE OF CONC. & SET IN EXPANSION ° BEAD OF SEALANT JOINT FILLER EQ a °O' a"EQ d. - B - a A d. FORM COMPRESSIBLEO �. -. - q ._ °° �_' `�:,_:,.-,''� , _ i_;•''.;:'_ SEE STRUCT VAPOR RETARDER, EXTEND DOWN _ - ° _d' a' b __ _- - 2" RIGID INSULATION e_ - .. -' - d - - - - FACE OF CONC. AND _ q SEAL 'd DETAIL - EXTERIOR WALL 11 C4,DETAIL 1 1/2" = 1'-0" 2x10 FASTENED w/ 5.25 GRK PC PLANK AND CONNECTION BY PRECASTER 4 - $ g d OVERHEAD DOOR TRACK TREATED 2X BUILD DOWN AS REQ'D r PREFINISHED METAL DOOR STOP WITH SEAL OVERHEAD DOOR TYPICAL FLOOR ASSEMBLY /1 SEE 3/4.0 SEE PLAN AND A7.^ FOR WALL TYPES C2',DETAIL 1 1/2" = 1'-0" ANCHOR BOLT SEE STRUCT FOR SIZE AND SPACING LEVEL 1 TOPPING 100'-0" LEVEL 1 PRECAST 99'- 10 1/2" STONE SEE ELEVATIONS - LIQUID -APPLIED WATER - RESISTIVE BARRIER, EXTEND BEHIND FLEXIBLE FLASHING, TERMINATION BAR, AND STEEL BENT PLATE PC BEAM BY PRECASTER --- - FLEXIBLE THROUGH -WALL FLASHING, EXTEND UP WALL 8" MIN. TYP. V -- METAL FLASHING TERMINATION Al STONE JAMB BEYOND METALJAMB BEYOND - - TYPICAL FLOOR SEMBLY v0):16 / A7.0 STONE FLASHING SLOPE SLOPE O lf TRENCH DRAIN 3 1 1/2" = 1'-0" - ANCHOR BOLT SEE STRUCT FOR SIZE AND SPACING Levell � - ° 100,-0�� I — PC PLANK AND TOPPING, DIRECTION 2" RIGID INSUL -- =, : ! VARIES SEE STRUCTURAL Ad ` ° \ DRAWINGS e ----- CIP WALL SEE STRUCTURAL DRAWINGS TYPICAL SECTION 5 3/411 = 11-011 SEE PLAN AND A7.0 FOR WALL TYPES \ i 2x4 RIM --- i 2x4 RIM 3" CLOSED CELL 3" CLOSED CELL i INSULATION INSULATION \ i FLASHING AS REQUIRED 3" CLOSED CELL INSULATION 1- SEE PLANS AND WALL TYPES ON SHEET A4.0 r DETAIL DETAIL -EXTERIOR WALL DETAIL TYPICAL FLOOR ASSEMBLY (UNO): 16 / A7.0 SLIDING DOOR SEE PLAN O N O BUFFALO BOARD I - \ A� W Ocr ■ ■ 7— �+ M C/) w >z EPDXY COATED \ L wz REBAR cn O 0�H SEE STRUCT O O C/) w V L Levell � 4� 9 O ° 100, - 0., � N ti o�oz O O O L_zu- O ■ _ w w° Z J Q U V PC PLANK AND TOPPING, DIRECTION 2" RIGID INSUL --- ° '~ VARIES SEE STRUCTURAL s s DRAWINGS co<< L --� L -- CIP WALL SEE STRUCTURAL a o a DRAWINGS TYPICAL SECTION 6 3/411 = 11-011 EXTERIOR WALL TYPE AS NOTED ON PLANS STONE OR SIDING SEE PLAN / / ELEVATIONS y- BATT INSULATION I 2x6 ACOUSTIC SEALANT 2X6 ACOUSTIC BATT INSULATION PLAN VIEW UNIT UNIT DETAIL 1 0 1 1/2" = 1'-0" L O N O co � A� W Ocr ■ ■ 7— �+ M C/) w >z O O L wz L cn O 0�H Oj O O C/) w V L Z Lu(=j0 4� O O jrQ Q ui z � N ti o�oz O O O L_zu- O ■ _ w w° Z J Q U V J >- ujow c Q G '~ wmQu- s s 0o- UJ o co<< L O L Ww o W a o a =�Q� L O N O co � T T T 7— O CD O O O O N N cn N N N O O N O O O V � � N ti O O O O O n i O z W U) w z w U_ c J W O V/ J N CO M Lo Z O O O O O co T T T T 7— O CD O O O O N N N N N N O O N O O O Cfl Ln M N ti O O O O O ��Ir NNN W z z z O O O a N N N 0 w w w w = = = W W aaacf'a H z W W W 2 z z z occn W W W W W o 0 0 0 m 0 Lu D W O co co r_ Co Lo ItT co N r z DRAWING TITLE DETAILS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A4m3 COPYRIGHT ©2017 ■ F_ _z rr n 0 LuN J J D IL Q z O cD z O J --ted n O U 0 LLJ U I) 0 LLJ Q Lu m Q A EPDM ROOF TAPERED INSULATION 1/4" PER FT FLASHING 2x12 SEE STRUCT FOR FRAMING STOREFRONT SEE PLANS COORD. CONNECTION WITH SUPPLIER DETAIL @ VESTIBULE 1 1 11 = 1 1-01, FLASHING - DECORATIVE ROCK PER OWNER 4 EPDM ROOF TAPERED INSULP 1/4" PER FT DECORATIVE ROi PER OWNER FLASHING FASCIA SEE STRUCT FOR FRAMING STOREFRONT SEE PLANS DETAIL @ VESTIBULE 2 1 11 = 1 1-01, Level 2 110' - 2 5/8" \ - COORDINATE CONNECTION WITH SUPPLIER 20'- 0" -- - 36" HIGH GUARDRAIL SEE STRUCT FOR POST CONNECTION I A4.3 N PC PLANK AND - N TOPPING, DIRECTION I I N T VARIES SEE STRUCTURAL T / DRAWINGS T =tL r, Level 1 < °- —-— —�—.a —'---- Wit., �I R _ o — d----- -- — — — -- — 100 -oil N CV T/WALL E I A 96'-4" I w' j 1 — - NX ` I - i - WASTE PLUMBING (3" PITCH) i - COORDINATE ALL CONC RETAINING WALL A i f ELEVATIONS WITH CIVIL SEE STRUCT. - - - - - - - - 411"Lu T/RAMP I o - !- J 93-11"d WALL JOG SIM I - in = < SLOPE �' 10% - 6" HEATED CONC SLAB (OPPOSTE WALL) I o SEE STRUCT I o 3 I 2 ~ Jill_III — - a a A4.3 - - A4.3 OPP .'ad:.- 90'-5" 89'-11" 90'-1' a. 4" RIGID AND FROST , 1� FREE FILL AT RAMP IIII I SECTION 3 3/8" = 1'-0" FLOOR DRAIN 0 O .— M y O (1) 1111ponam 11111111111111110 0 000 O O W Cc •c N N y.r (n w N ■ ■- Lm O 5; c O a o Lm cr Z Lu w O Q_Q oC O N U) w �_ �-Q N V O L zw=O z ai O o �0Qw Uj C)�oz '�E�� c) w C) r> U_ J Oy _ _L�ZIL w w p I- 0 U Q �z�� ..d 4mg _Ir JQ W y V -�Qw 2 LL •— s .— w m Q o V s >_�QU mQ=Q (� 0 Lm J Q Q Lu LLJ Q Lu Q 0 O .— M y O (1) 1111ponam 11111111111111110 0 O .— M m CO Lm H W 000 O O O O •c N N y.r N N N Lm O N O a o D D O ti w w� M N U) O oC OC �V O O O CO Z Z Z H W 000 O O O O O N N N N N N O O N O a o D D O ti w w� M N O O N M N ti O O O O O �V \� cl �I Z Z Z H W 000 a �n c� Fn O J W W W W cc cc W Q W Q Q (n H 0 Z W W 111 Q Z Z Z F__ W W W cr� 2 c0 0 0 LLJ a o D D O ti w w� M N r Z DRAWING TITLE DETAILS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A404 COPYRIGHT © 2017 F --- z n 0 N J H Q z O z 0 0 � � 1 N 1 —r. 0 n O U 0 LU U r) Q LL I m CQ 77 G L LI O z 0 T3 1 A4.1 � 8" 9'- 41/4" I I rA CD co ° B 4 A4.1 --- -- o - II II �I II 13 b II °I I .II I II II B.6 I 8'-73/16" 2 A4.1 26'- 0" 6'- 0 3/4" 8" 1.9 To. 4'-0" 100 12'- 11" I I 10 I I 10 00 PARKING LEVEL COMMON AREA 1 1/411 = 1 1-011 0 F, N D 0 0 co 0 N 2 10' - 10 1/2".10 i 5'-41/2" 5'-6" / o .10 00, /o BOLLARD TYP. @ � FLOOR DRAIN SLOPE WINGWALL TOPPING AS REQUIRED � 8x8 DOOR TRASH/RECYCLE 0 r 102 3 102 A4.2 N 1 \ '0 �- TRASH CHUTE FROM ABOVE. ROUTE AS - 48 MAILBOXES REQ'D BY SUPPLIER - I 9 O N T z EL TOR co C LOBBY c1 9'-0" CEILING - @ LOBBY - - - - - 101 - - SH�In" ,��- _ 0 0 R.IEVING - - O103 6, 9 L NI--SEX- 1 105 �`C( 1 4 71 10 104 OFFICE 1� 104 o 15' - 7" 4'- 1 3/8" 6'- 0" T � 1 0 00 00 t m _ 3 I co U) DW Lu r U LOUNGE o a ° ° 106 T o — ° o0 a UNDERCOUNTER REFRIDGERATOR — MICROWAVE �. 3 0 I I 0 / 4'-0" F ._r 11'-6" (D2 ENLARGED COMMON AREAS 1/411 = 1 1-011 14'-6" i' M 0 Q 0 w D cn DRAW ENI N to M Z O rn rn o O Oo T T W Otr V 0 0 �+ in w CD ■ ■ N M j 0 Z w� LuL N 0) 0) N T O p Q0r. o O Ln L� cnw O O O O zwi� w O �oQw O 000 �gOZ z LuLu M U ZLL 00 J Ow ■ w O - a crZ v V =�°�F Ow o >- d }�5a=Za ' WmQ" O U� U Q Lu<< V L wwow =O a Q Ir o Q 0 w D cn DRAW ENI N to M Z O rn rn rn O Oo T T T T V 0 0 0 0 CD N N N N N N 0) 0) N 0) T O T T O (D Ln M N O O O O O O Q 0 w D cn DRAW ENI N to M Z O rn rn rn rn Oo T T T T r 0 0 0 0 CD N N N N N N 0) 0) N 0) T O T T O (D Ln M N ti O O O O O NG TITLE _ARGED PLANS DATE: 02/12/2019 I SCALE AS NOTED DRAWING NUMBER A5mO COPYRIGHT © 2017 N N Z Z 000 N Z W a N N W W N W O J LV W W Q Q W W Q W N a F- Z 2 ZZ W W c) c) Z W c) Im N W W a o 00 1'- (D Lf) RCT M N Z NG TITLE _ARGED PLANS DATE: 02/12/2019 I SCALE AS NOTED DRAWING NUMBER A5mO COPYRIGHT © 2017 z_ rr n 0 w N_ U) J H a z O z 0 � � 1 N 1 ter. n 0 U 0 w U w Q w m CQ G 2 0 of rn 0 N 00 0 GUTTER i 3 A4.1 18'- 1 1/2" N rn r C IO I -0 I 9'-73/16" I 2 A4.1 2 30'-0" / 0.1 10'-101/2" 3'-7" 5' 0" // /� // -- EPDM ROOF DOWNSPOUT TYP @ Q WINGWALL Oco zo 02 202 5 � 1 O TRASH 0 TRASH 204 CHUTE BY co _ 3 SUPPLIER r A4.2 U O N 1 L 0 LOBBY 9'-0" CEILING C1 @ LOBBY 201 9'- 11 9/16" SECOND FLOOR COMMON AREA 10'- 10'- 5 1/4" 6 A2% 4.2 / 24'-0" / 10'-0 / " / H � 9L J --------- _____ — — I II II II II II II II II II I II I I— — _ I II II II II II II II II II I II IjI I II II II II II II II II II I II I I I II II II II II II II II II I II II II I II II II II II II II II II I II II II 3 _ B1 O I, IliI00IHIIIHIHIIIA opo STAIR B TYPICAL PLAN 3 1/4" = l' -O" 00 r N co co r 0 1 A4.2 A 0 co B A4.1 O F- N 1 30'-0" / 25'- 0" 3 2 A4.1 A4.1 1 A8.1 Lu w w w Ow J o - U) r -- EPDM ROOF 0 A / Al II J — 3RD AND 4TH COMMON AREA 2 1/4" = 1'-0" -O O i 0 MECH 302 30 002 402 1 2 ' 5 3 - -I A4.2 O 30�& 04 TRA S 404 2 LOBBY C1 9'-0" CEILING @a LOBBY 301 401 E OR 9 O 9O 0 0 LAUNDRY 0 0 303 0 404 300&403 4 I mm r co W v A� W STAIR A C 0 TYP. — in w STAIR r � LAYOUT F Lu 2ND -4TH 1� 0) LEVELS II II II II co 0 Q0� o II I I II ♦- � III III II I I III II N II I I II I I II nul II II II (ZD wio� I -0 I 9'-73/16" I 2 A4.1 2 30'-0" / 0.1 10'-101/2" 3'-7" 5' 0" // /� // -- EPDM ROOF DOWNSPOUT TYP @ Q WINGWALL Oco zo 02 202 5 � 1 O TRASH 0 TRASH 204 CHUTE BY co _ 3 SUPPLIER r A4.2 U O N 1 L 0 LOBBY 9'-0" CEILING C1 @ LOBBY 201 9'- 11 9/16" SECOND FLOOR COMMON AREA 10'- 10'- 5 1/4" 6 A2% 4.2 / 24'-0" / 10'-0 / " / H � 9L J --------- _____ — — I II II II II II II II II II I II I I— — _ I II II II II II II II II II I II IjI I II II II II II II II II II I II I I I II II II II II II II II II I II II II I II II II II II II II II II I II II II 3 _ B1 O I, IliI00IHIIIHIHIIIA opo STAIR B TYPICAL PLAN 3 1/4" = l' -O" 00 r N co co r 0 1 A4.2 A 0 co B A4.1 O F- N 1 30'-0" / 25'- 0" 3 2 A4.1 A4.1 1 A8.1 Lu w w w Ow J o - U) r -- EPDM ROOF 0 A / Al II J — 3RD AND 4TH COMMON AREA 2 1/4" = 1'-0" -O O i 0 MECH 302 30 002 402 1 2 ' 5 3 - -I A4.2 O 30�& 04 TRA S 404 2 LOBBY C1 9'-0" CEILING @a LOBBY 301 401 E OR 9 O 9O 0 0 LAUNDRY 0 0 303 0 404 300&403 4 I N M Lo Z 2 n mm O co W v A� W 0 r r 0 0 �+ in w 0 ■ ■ N M j 0 Z Lu N 0) 0) Lu T O 0 Q0� o 0 � ♦- � �w ti O O L (ZD wio� O w 0 �o¢w U) y Lu LaO M 0 _ U)2 zw uu J 0 ■ _ ww0 LLI a 4-6 Z J � U) V - o >- Lu LL ¢_ 4.0 wm¢w Ucul �U Q V V mww¢< ¢�Q J � L ww0w a Q a=cr¢� Q N M Lo Z 2 n mm O co W v T �= r 0 0 m 0 0 N N cn -w N N 0) 0) N T O 0 i O V � ♦- � N ti O O O O O y \ N M Lo Z 2 n DRAWING TITLE ENLARGED PLANS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A5m 1 COPYRIGHT ©2017 mm co T T T T r 0 0 0 0 0 N N N N N N 0) 0) N T O T T O w Lo M N ti O O O O O DRAWING TITLE ENLARGED PLANS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A5m 1 COPYRIGHT ©2017 t` N N N Z Z Z W O O O a N N N O J W W W W Or Or Or Lu J J J NQ H Z W W W ZZ Z N 0 W W W c) c) c) W a W Q w D cl) oo n m LOItT CO N O � Z DRAWING TITLE ENLARGED PLANS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A5m 1 COPYRIGHT ©2017 F___ n 0 N U7 J H Q z O cD z 0 01 n O U 0 w U r) w Q LL I m CQ G U7 77 L LI O z NI a v 0 24' - 0" /001 // 7'- 9" 2' - 6" 5'- 7 3/4" 8'- 1 1/4" /0 / /� // // o ._, 4 - N - - - - - REF 10 - - - -V- �- - - - - �� KITCHEN °I ° _11- BATHR00%II- "' DW N L LINEN 1 LAU JDRY 00 r' CL03ET i N 0 - -CLOSETS � I � I I 1 O 0 � 2'-9" / 3'-6" 5'-91/16\� 3 LIVING ROOM BEDROOM r r I 05 A6.0 3'-0" 9'-0" o '8"'- 4" 3'-8` L77 /% i . ONE BEDROOM -TYPE 1A 1 1/411 = 1 1-0,, (100, 102, 105, 107, 109, 202, 207, 209, 211, 302, 307, 309, 311, 402, 407, 409 AND 411) 2'-03/1E:"3'-513/1?" 9'-0" r r '00 00 CIA 0 Lo O A 2 A4.2 5'-9" 10'-0" 8'-3 .1000, I/ I/ // �i 4'-0" 100 oe 6'-0" 7'-3" 100 oe 2'-6" 1000, 5'-71/2" 100 oe 8'-71/2" 1'-6" 4 _— REF � – – DW `° - - - - - - - - - 6 - - - - - - - :. - - - ° - - - - - - -BA iROOM r - -- r - - - -- - KITCHEN KITCHEN p ° H HH 0 oo - - - - I- - - - - - - - - - r - - - 00 - - } ° ° - -BATHROOM z- - - - - - - W - - - - - - - - > 'r' �. - 00 O �I LINEN - _ 3 3 0 - _ - J– – – – – – – – — I – - – – — – – – – REF — �_ _ O O V - - - - - - - - - - LAUNDRY - I - - - L -1 - - - I -`✓- - - I I � � � _ LIN • r N 1--\'LAU , DRY- - - - `n CLOSET \ — CLOSET N CLOSEifl ` H , - T- <1 0 i � 1 O`� 6'-6" 1'-8" 4'-1" 6'-3" 11'-6" LIVING ROOM 0 12'- 0" 4'- 10 1/2" T- 11/2" 3 00, BEDROOM N O OFFICE BEDROOM LIVING ROOM 0 I 5 I T A6.0 0 5 :A6.0 II o I/ r / / 12'-0" / 12' 0" 7'-6" 8'-0" 14'-10" 3'-8" 0" /� / 34' 0" looll .10, 24�// r� ONE BEDROOM -TYPE 1B 715 SQ/FT 2 1/411 = 1'-0" (111 ) 12'-0" IMH VIII � 7'-10" 3'-8" ol lo 5 J A6.0 - 5 BEDROOM �F7 o� 12'-513/16" 11'-6" LIVING ROOM 2'-21/4" 4'-07/16" 5'-9"/'� CLOSET 00 N Lo (CLOSET 100 c\j� ''ll � - IIIIIIIII _ _ �� _ _ _ LIN LAUNDRY O O c� 0c\j-co co -BAT -IROUM - - - - - — - - DW ° I I - - - - - - ILI - - °I o _ �_ I _ KITCHEN ° o -- -- ��,r-�h -- - - - - - - -\T - - ONE BEDROOM -TYPE 1D - - -� - -REF ----C 4 1/4" = 11-01' (200, 300 AND 400) 730 SQ/FT Cl 1'-6" 4 4 7'-9" / 2'-6" 5'-7"T 8'-2" 24'- 0" Ile Ile // Ii ONE BEDROOM -TYPE 1C 680 SQ/FT 1/411 = 1'-0" --- COMFORT 16"x25" PACK SEE SPECS LOUVER COORDINATE COORDINATE LOCATION w/ LOCATION MECH AND SIZE w/ MECH SEE 16/S7.0 FOR FLOOR ASSEMBLY SLAB ON GRADE 9 N GROUND FLOOR - - - - - - - - M " 2X4 WALLS AT O U MECH ROOM `` ONLY S , + 8/S7.0 FOR X�fxlcJJ�tnnl�n MORE INFO UNIT MECH ROOM 5 1/2" = 1'-0" 0 z 2'-10" rn T 0 N O � Lq Otr i� V ro // ■ ■ 2' - 8,. >z N N N w w w L /, 0 z rn rn rn T T T 0 0 0 N N N rn T 0 N O � Lq Otr 0 V ro in w -_ TYP. TUB OPENING 6 3/8" = V-0" APPLIANCE NOTES: (101) OVEN: OVENS SHALL COMPLY WITH SECTION 804.5.5. [A117,1 SECT 804.5.51 CLEAR FLOOR SPACE: A CLEAR FLOOR SPACE SHALL BE PROVIDED. THE OVEN DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE OVEN. [A117.1 SECT 804.5.5.1] SIDE -HINGED DOOR OVENS: SIDE -HINGED DOOR OVENS SHALL HAVE A WORK SURFACE COMPLYING WITH SECTION 804.3 POSITIONED ADJACENT TO THE LATCH SIDE OF THE OVEN DOOR.[A117.1 SECT 804.5.5.2] BOTTOM -HINGED DOOR OVENS: BOTTOM HINGED DOOR OVENS SHALL HAVE A WORK SURFACE COMPLYING WITH SECTION 804.3 POSITIONED ADJACENT TO ONE SIDE DOOR. [A117.1 SECT 804.5.5.3] CONTROLS: THE LOCATION OF CONTROLS SHALL NOT REQUIRE REACHING ACROSS BURNERS [A117.1 SECT 804.5.5.4] DISHWASHER: A CLEAR FLOOR SPACE POSITIONED ADJACENT TO THE DISHWASHER DOOR, SHALL BE PROVIDED. THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE DISHWASHER OR AN ADJACENT SINK. [A117.1 SECT 804.5.6] REFRIGERATOR FREEZER: COMBINATION REFRIGERATOR FREEZER SHALL HAVE AT LEAST 50% OF THE FREEZER COMPARTMENT SHELVES, INCLUDING THE BOTTOM OF THE FREEZER, 54" MAX ABOVE THE FLOOR WHEN THE SHELVES ARE INSTALLED AT THE MAX HEIGHTS POSSIBLE IN THE COMPARTMENT. A CLEAR FLOOR SPACE, POSITIONED FOR A PARRALLEL APPROACH TO THE REFRIGERATOR/FREEZER, SHALL BE PROVIDED. THE CENTERLINE OF THE CLEAR FLOOR SPACE SHALL BE OFFSET 24" MAX FROM THE CENTERLINE OF THE APPLIANCE [A117.1 SECT 804.5.61 880 SQ/FT NOTE: 1. Q DENOTES WALLTYPE -SEE SHEET A7.0 FOR WALL TYPES 2. 0 DENOTES DOOR TYPE -SEE SHEET A8.0 FOR DOOR SCHEDULE Lu 0 O z Lu U) z co Lu uu U J W rn J 0 N Cfl M Z O rn rn rn T T T 0 0 0 N N N rn T 0 N O � A� W Otr V �+ in w ■ ■ N N N z z z _O _O _O M >z N N N w w w L wZ:) i O Q5)w O 0 zz z W W W c) c) c) m W a ��< V 00 n (D Lf)Rl M 6 Z W U 0 (1)C O Q C) Q z (, Z L _ � � ZLL Oww0 ■ a Z J �Lu V F_F- >_�oLu LL■� }r W m<0 LLJ ~o Va w��Q i O i LLL LLJ D Lu Q Q =a_aF_ Lu 0 O z Lu U) z co Lu uu U J W rn J 0 N Cfl M Z O rn rn rn T T T 0 0 0 N N N rn T 0 N O � N T N O 0) O ti C V N N N z z z _O _O _O H W a N N N w w w LU 0 w Lu i N H — zz z W W W c) c) c) m W a N W 0 00 n (D Lf)Rl M V � � 0 � L _ Lu 0 O z Lu U) z co Lu uu U J W rn J 0 N Cfl M Z O SAWING TITLE INIT PLANS \TE: 02/12/2019 ;ALE AS NOTED iAWING NUMBER A6mO COPYRIGHT © 2017 ■ rn rn rn T T T 0 0 0 N N N rn T 0 N 0o r CD N N 0) 0) T O T (D Lf) 00 O O O N T N O 0) O ti C N N N z z z _O _O _O H W a N N N w w w LU 0 w Lu Q Q Q cc it W W W N H a z 2 zz z W W W c) c) c) m W a N W 0 00 n (D Lf)Rl M N T- Z SAWING TITLE INIT PLANS \TE: 02/12/2019 ;ALE AS NOTED iAWING NUMBER A6mO COPYRIGHT © 2017 ■ F___ n 0 N J D H Q z O z O 01 n O U 0 w U r) w Q LL I m CQ G U) 77 L LI O z om v 0 co 0 r c r r co Lo o Lo r 0 co 6'-103/4" 2'-6" 6'-0" /11 .10 A OI 0 _ _ (q_- - - -T;co ° - - - - - - ° b - K TCHEN - - 7BATHRo6m,z U o > DW - - - - 1 - �, Fo REF — — —I—�CLOSET I 0 0 0 6'-83/8" 2'-91/4" 5'-75/16" STUDIO I 5 A6.0 - L9 / o 171 ......................................� 8'-0" 3'- 8 1/2" 12' - 0" / /00, STUDIO 1 1/41' = 1 1-01' 8'-11/2" 5'-71/2" 2'-6" 7'-9" 4 4 _ 4 Luol 10 — — i _ r KI-CHEN - fi 0 BATHROOM Lo 'o 00 L -1 ;t 00 I i c(_ LAUN o —00A\ 00 _ - D r, 6 co 3 - a CLOSET un O1 3'-2") 2'-9" 3'-4" 2'-9" I LIVING ROOM �� loo I BEDROOM r I I r r i 5 1 A6.0 0 � 8 12'-0" .: 00 lo/ 12'-0" 24'- 0" / 0 12'-0" r 4'-0" � /' /' J ONE BEDROOM 2 — ADA TYPE 1 E (201, 301 AND 401) 480 SQ/FT (: 1/4" = l' -O" (103) 4'-0" T 710 SQ/FT // / 4'-0" / 34'- 0" 8' - 3 1/2" // 3' - 8 1/2" // 11 0 5 A6.0 O T �a — — A 1 3 BEDROOM O O BEDROOM 3 O � LIVING ROOM 3'-113/4" 2'-8" 3'-101/4" 12'-0" 3'-2" 5'-10" 2'-6" I B 0 O � � 1 �o N —CLO ET 1 OB CLOSET 0 III O O _- - - F__ 7 L AUN 6 1 I 000 0- - - - - — - - �— — — — _ N Jp - r r - BATHROOM -- - N - - - - -KITCHEN BAT yROOM -W - �- -- NNI---T-- o _ � — - V - O4 1'-6" 3,_2" 5'-7" 2' 8" 8'-71/2" 5'-71/2" 2'-6" 9'-0"/ / /' / /' / /00, TWO BEDROOM — TYPE 2A 3 1/4" = l' -O" (104, 204, 303 AND 404) 1080 SQ/FT NOTE: 1. Q DENOTES WALLTYPE —SEE SHEET A7.0 FOR WALL TYPES 2. 0 DENOTES DOOR TYPE —SEE SHEET A8.0 FOR DOOR SCHEDULE cy) cy) O N N N W W W 7'-6" A� W 4'-0" T V �+ in w ■ ■ 0 M O T �a — — A 1 3 BEDROOM O O BEDROOM 3 O � LIVING ROOM 3'-113/4" 2'-8" 3'-101/4" 12'-0" 3'-2" 5'-10" 2'-6" I B 0 O � � 1 �o N —CLO ET 1 OB CLOSET 0 III O O _- - - F__ 7 L AUN 6 1 I 000 0- - - - - — - - �— — — — _ N Jp - r r - BATHROOM -- - N - - - - -KITCHEN BAT yROOM -W - �- -- NNI---T-- o _ � — - V - O4 1'-6" 3,_2" 5'-7" 2' 8" 8'-71/2" 5'-71/2" 2'-6" 9'-0"/ / /' / /' / /00, TWO BEDROOM — TYPE 2A 3 1/4" = l' -O" (104, 204, 303 AND 404) 1080 SQ/FT NOTE: 1. Q DENOTES WALLTYPE —SEE SHEET A7.0 FOR WALL TYPES 2. 0 DENOTES DOOR TYPE —SEE SHEET A8.0 FOR DOOR SCHEDULE Lu 0 O z Lu U) z co Lu U uu J W N J 0 N Cfl M Z O 4) .Q O 2 cy) cy) cy) O N N N W W W T A� W Otr T V �+ in w ■ ■ 0 M >z N N L wZ:) N C) O U<) O T O �U)w a C% O L zwUO � O O C) Q a z O O V oz C—/)� Z IL O ■ Lu LuOF- a Z J S0 >_�ow �a = i=2iL U0�0 wco cr a Lu < L ww0w QQ Q = Cc a- ¢ � Lu 0 O z Lu U) z co Lu U uu J W N J 0 N Cfl M Z O 4) .Q O 2 cy) cy) cy) O N N N W W W T T T T V 0 0 m 0 CD N N N N N N C) C) N a) T O O = O V � � N ti O O O O O Vi Lu 0 O z Lu U) z co Lu U uu J W N J 0 N Cfl M Z O 4) .Q O 2 cy) cy) cy) cy)co N N N W W W T T T T r 0 0 0 0 CD N N N N N N C) C) N a) T O T T O (D Lf) M N ti O O O O O DRAWING TITLE UNIT PLANS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A6m 1 COPYRIGHT © 2017 N N N Z Z Z 000 t` W a N N N W W W O J W W W Q Q Q cc It W W W N D H Z 0 Z Z Z a W W W o c) c) c) m N W W a 0 Lu D U) L oo n mLf) RCT M O N � Z DRAWING TITLE UNIT PLANS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A6m 1 COPYRIGHT © 2017 z rr n 0 W N J LL Q z O 0 z O N O U w U D r) LLI rr Q m Q 2 F_ Lu O z / 0? RIM 34'- 3" // 18'-1" L L o A A l 5 1 A6.0 BEDROOM BEDROOM 3 I I LIVING ROOM I I 1 1 � LIN -CLOSET - �- 00 CV J \ 2'-0" 1 \ 4' 1 " 3' - 10 1 /4" 8' - 0 7/8" 2'- 9" 101-01, 2, 6., 100 CLOSET 1 00 co _ !' REF I I _ N _ 1 CV co ' _5 L _ _ T - - a I - - I — — — � — — —J— — — L — J — — — 00-- -\nU -- � O O - - - KITCHEN BATHROOM - BATHRC�O JI - - - _/�] o Lo -N N --co --� -- - - DW U o51 0 0" 10 Ao C� 0Zo 00 13 7'- 11 3/16" 3'- 0 7/8" /� 100 TWO BEDROOM - TYPE 2B 1 1/411 = 1'-0„ c (106, 203, 206, 303, 306, 403 AND 406) 1015 SQ/FT Al 11'-6" 10'-6" 7,_6„ LJ. T. - ---- �s l 5 A6.0 12' - 1 1 /2" / i / // o A _ BEDROOM 1 BEDROOM 11'-6" 10 -6 12'-1 1/2" � 1 1 LIVING ROOM. B 0 24 —4>� CLOSET - 0� - - LIN 0 1=4' - 6" 1'- 10 3/8" 4'- 1 5/8" 3'- 9 3/8" 3'- 10" 4'- 1 3/4" T 2'- 2 1/4" 10._011 / 2'- 9" /r /r 10'- 6 1/2" / CLOSET-- O k \ I \ 1 I co 17 N I N � Lc) — — — - - - - -- - - - <11J - - r-� - N 01 _ 1 - - - KITCHEN- - - 00 --BATHROO- N co Lo T 5 5 _ N 9 ° I \ Fi15' - 3" Ir 1' -6", 3'-0" 4'-0" � / / 3'- 0 7/8" 7' 11 3/4" 100/ 1 /✓ ✓ dI TWO BEDROOM - TYPE 2C 2 1/4" = V-0" (208, 213, 308, 313, 408 970 SQ/FT AND 413) NOTE: 1. Q DENOTES WALLTYPE -SEE SHEET A7.0 FOR WALL TYPES 2. O DENOTES DOOR TYPE -SEE SHEET A8.0 FOR DOOR SCHEDULE J ■ ■- L. cn O O 4-1 4-0 i O V \ W 0 rr T ` U) O C/J W O N N N mz a- W Q N a) O Q�w o O O L��~< r o 0 LC) Lm zwU0 Z Lu W O O �0<W ¢z CA z p��Z LL M Lu U U) CS O= Z LL cu J W UJ O ~o"LU z a N< J � V N }�oLu Q ■� �.� 0}2L O UOQ N Q >_w�U) J i O i UJ wwow a o a =a -QF o ■ ■- L. cn O O 4-1 4-0 0 m O) 05 0) 00 T- i O V \ 0L _ T ` U) O O) O) 0) 00 T- T T r T O O O O O N N N N N N a) O N C) r O r r 0 LO LC) M N 1- (D 0 0 0 0 DRAWING TITLE UNIT PLANS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A602 COPYRIGHT © 2017 C*111 7, cn cn N O O O W a in ) v _) O w > aaacf'0 z Lu w w < z z z cccn 0 ¢ w w w w w w � U) O (` LO LC) M N O r z DRAWING TITLE UNIT PLANS DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A602 COPYRIGHT © 2017 F___ n 0 w N J D H Q z O z O 01 m Cn 77 n O U 0 w U r) w Q LL I m CQ G U) 77 L LI O z NI T ■ v a N Ch N 0 N 00 0 TI 0 0 0 0 DW o� 00 Ir 8'-31/2" / REF uu KITCHEN L - J 5'-71/2" 2'_6" 7'-9" yol 2'-10" � ° �I BATH IOQNI 00 00 m Ln -- 1 LAUNDRY- 1 O co Lo --�,LOSET = c? CLOSET ro � O N ' LIVING ROOM t /� BEDROOM 12'-2" 12'-0" 0 0 A6.0 3'- r 811-1- 8'- 0" oe.. .. .............. .. .. .. .. O i - ONE BEDROOM — TYPE 1 F 1 1/4" = l' -O" (305 AND 405) 4'-0" �Ioo N r r \ 3 A4.4 6 7 3'-81/16" 8'-315/16" / 7-0" 8'-0" / LiLl0 10 8 5 A6.0 2'- 2 1/4" Joe Lr 12'-0" LIVING ROOM 10'-6" *111 ololb qr O 3'-9" 7'-11/2" 10'-0" / o / I o _ 4 0 CLOSET_ N JII I 11 1 n 1 r 2'-9" /- 1 - �l O O-LAUNDRYI, 10 � O REF - - LIN N ce, - O u 00 ' _ _ 00 -00 - - -� ' - BATHROOM- co ILL ------------- c ,- ONE BEDROOM —TYPE 1 G 710 SQ/FT 2� 1/4" = l' -O" (108) 806 SQ/FT 7'-0" 8 NOTE: 1. Q DENOTES WALLTYPE —SEE SHEET A7.0 FOR WALL TYPES 2. O DENOTES DOOR TYPE —SEE SHEET A8.0 FOR DOOR SCHEDULE � cy) y O y T A� W OOC V 0 0 +� U) w CD .. N m >0 cr Z LLI N O _ N V L +r � O QjH W p O L � ~ �� ti Ci O L Z Lu 0 O w O O �oQw z O oC oC L�co OZ Lu w- M U J _uu _ _�wZL� w w O O ■ Z a J F- v y v �Ir_jF- 0 M }° w0 w Q= F - ♦"r wmaLL UO�C Q Vco cr a L ww0wa O a Q =0-¢F- 0 � cy) y O y T T T V 0 0 2 0 CD N N N N N N O _ N V � +r � T T O (D L � _ ti O O � y O O oC oC cy) cy) cy) cy)co T T T T r 0 0 0 0 CD N N N N N N 0) 0) N 0) T O T T O (D Lf) M N ti O O O O O O Nle t` N N N W Z Z Z 000 a N N N O J W W W W W W Q Q Q N a H Z W W W 0 Z Z Z m N Q W W W W W 0 0 0 0 x 0 Lu D U) O L oo n (D Lf) RCT M N � Z DRAWING TITLE UNIT PLANS ATE: 02/12/2019 CALE AS NOTED RAWING NUMBER A6m3 COPYRIGHT © 2017 _z rr n Lij0 N 11 J LL Q z 0 Z 0 L� r m n 0 U O W U 0 w ryQ w m Q U) a cy) 0 N rn 0 N 00 4 3/4" UL DESIGN No. U305 5/8'-- 3 1/2" 5/8" 1 WALL RATING - 1 HR STC RATING - 34 2x4 FRAMING @ 16" STUD SPACING SCREWS @ 6" OC. 5/8" GYP. BOARD INTERIOR 1 1 1/2" = 1'-0" UL DESIGN No. U305 6 WALL RATING - 1 HR 5/8" 5 1/2" 5/8" i STC RATING - 34 i ****ALL UNIT PLUMBING AND LAUNDRY WALLS.***** _ SEE UNIT PLAN NOTES ON G.01 2x6 FRAMING @ 16" STUD SPACING SCREWS @ 6" OC. 5/8" GYP. BOARD INTERIOR - PLUMBING 6 1 1/2" 8" 100 4 d 8" CONCRETE 1 1/2" = V-0" UL DESIGN No. U305 / 4 3/4" 2 WALL RATING - 1 HR 5/8"- 3 1/2" 5/8" STC RATING - 46 R19 --_ A 2x4 FRAMING @ 24" STUD SPACIN( 5/8" GYP. BOARD INTERIOR (:2) 1 1/2" 10 5/8' 7 1/4" 5/8" AV 2x8 FRAMING @ I, ;l 12" STUD SPACING — WEATHER SHIELDING =j I`: _ SIDING SEE j ELEVATIONS 5/8" GYP. BOARD - �:;.. ;j 7/16" OSB ;j SHEATHING 1I1 j:l 7 07 WING WALL 7 1 112" IBC TABLE 720.1 (2) ITEM 3: 2 HOUR RATED 1 1/2"� 8" OR 12" 12 5/8 � SEE PLAN it 2x2 FRAMING @ ° 16" STUD SPACING ` A4_; 5/8" GYP. BOARD . , CONCRETE + FURRING 1 2' 1 1/2" = 1'-0" 2x6 FRAMING @ 16" STUD SPACING 2x6 TOP & BOTTOM PLATES R19 INSULATION� CHANNEL —� RESILIENT SOUND •; (2) LAYERS 5/8" GYP. BOARD = (1) LAYERS 5/8" ,I >� GYP. BOARD r _ SCREWED @ 7/16" OSB @ 1 ST 12" OC FLOOR SHEARWALLS 1 hour wall 3 ONLY INTERIOR - PARTY 3 1 1/2" = 1'-0" /I 7 3/8" / 5/8" 5 1/2" -5/8" 17 5 1/2" INSULATION 2x6 FRAMING @ 1`� - WEATHER SHIELDING 16" STUD SPACING_ -� SIDING OR STONE SEE ELEVATIONS 5/8" GYP. BOARD ' : 7/16" OSB _j SHEATHING UL DESIGN No. U348 $ WALL RATING - 1 HR EXTERIOR 8 1 1/2" SEE PLAN -5/8" 1/2" 13 IF1 2" RIGID , y INSULATION 5 1/2" X5/8" '�5/8" d' 5/8" GYP - - 5/8" FIRECODE GYP. NO ° UL DESIGN No. U301 15> ALLOWED UL 305 - 1 hour wall WALL RATING - 2HR (2) LAYERS 5/8" GYP. BOARD -- 2x6 FRAMING @ 2x2 FURRING 16" STUD SPACINGS = DOUBLE STICK BUTYL TAPE 0 SEE STRUCTURAL (2) LAYERS 5/8" GYP. UL DESIGN No. P522 BOARD - NO PENETRATIONS b' -^" a•a - 1 1/2" RIGID �° � _ INSULATION Q \ WATERPROOFING In UL DESIGN No. L563 12" CONC IBC TABLE 720.1 (2) ITEM 3: ASSEMBLY RATING - 1 BOARD 2 HOUR RATED HR. AV W EXTERIOR 1 STC RATING - 63 1 1/2" = 1'-0" U) 5 1/2" J RESILIENT SOUND CHANNEL UNIT CORRIDOR 2x6 @ 16" OC (1) LAYERS 5/8" - - --_'- - - - R19INSUL GYP. BOARD SCREWED @ 12" OC US UL 11 - 1 hour wall 4 INTERIOR - CORRIDOR 4 1 1/2" = 1'-0" SEE PLAN 6" 5/8' �r / 3 1/2" J 3 1/2" 5/8" 2" RIGID G I D / d 5/8" 5/8" INSULATION < " -5/8" < - - 9 UL DESIGN No. U301 ^ - = , WALL RATING - 2HR - d ° t ° 2x4 FRAMING @ ` 16" STUD SPACING - _ d - GPNT CONC (2) LAYERS 5/8" 5/8" GYP. BOARD WATERPROOFING= ° = ad - ' - GYP. BOARD NO PENETRATIONS INTERIOR - E L E V/STAIR SHAFT 1 o IBC TABLE 720.1 (2) ITEM 4: 2 HOUR RATED WALL 9 1 1/2" = 1'-0" 3/4" GYPCRETE STAIR � y 5 5/8" 5 1/2" X5/8" '�5/8" 5/8" 3'' z - 5/8" FIRECODE GYP. NO SUBFLOOR UL DESIGN No. U301 15> ALLOWED UL 305 - 1 hour wall WALL RATING - 2HR (2) LAYERS 5/8" GYP. BOARD -- 2x6 FRAMING @ R19 16" STUD SPACINGS = DOUBLE STICK BUTYL TAPE 0 SEE STRUCTURAL (2) LAYERS 5/8" GYP. UL DESIGN No. P522 BOARD ASSEMBLY RATING - 1 HOUR NO PENETRATIONS RESILIENT CHANNEL INTERIOR - TRASH ROOM/ CHUTE 2ND 5 -4TH 1 1/2" = 1'-0" O SEE PLAN 6" 5/8' �r / 3 1/2" J 3 1/2" 5/8" 2" RIGID G I D / d 5/8" 5/8" INSULATION < " -5/8" < - - 9 UL DESIGN No. U301 ^ - = , WALL RATING - 2HR - d ° t ° 2x4 FRAMING @ ` 16" STUD SPACING - _ d - GPNT CONC (2) LAYERS 5/8" 5/8" GYP. BOARD WATERPROOFING= ° = ad - ' - GYP. BOARD NO PENETRATIONS INTERIOR - E L E V/STAIR SHAFT 1 o IBC TABLE 720.1 (2) ITEM 4: 2 HOUR RATED WALL 9 1 1/2" = 1'-0" 3/4" GYPCRETE STAIR � y O 2x4 @ 16" OC 3/4" TOUNGE &GROOVE 3'' z - 5/8" FIRECODE GYP. NO SUBFLOOR PENETRATIONS 15> ALLOWED UL 305 - 1 hour wall BLOWN IN INSULATION (2) LAYERS 5/8" GYP. BOARD "� J -,�/1 WOOD TRUSS OR POLY VAPOR RETARDER w/ �J 2x FRAMING DOUBLE STICK BUTYL TAPE 0 SEE STRUCTURAL C) UL DESIGN No. P522 DRAWINGS ASSEMBLY RATING - 1 HOUR z w� Lu RESILIENT CHANNEL L ■O:� @ 24" OC - < :D o O In UL DESIGN No. L563 (1) -LAYERS 5/8" GYP. - P- ASSEMBLY RATING - 1 BOARD cn HR. AV W O STC RATING - 63 �o< U) IIC RATING - 58 FLOOR ASSEMBLY 1 1/2" = 1'-0" 8„ 1 14 5/8" GYP 1 4- 2x2 FURRING * d STAIR - - 1 1/2" RIGID n INSULATION - 8" CONC IBC TABLE 720.1 (2) ITEM 3: 2 HOUR RATED INTERIOR ENGINEERED WOOD ROOF TRUSSES ICE & WATER SHIELD OR FELT - LAMINATED SHINGLES - AIR CHUTE - 15/32" APA RATED ROOF 2x6 FASCIA - I� SOFFIT VENT / EXTERIOR WALL 1 0 ' 1 1/2" R13 INSUL 2x4 @ 16" OC CORRIDOR (1) LAYERS 5/8" GYP. BOARD SCREWED @ 12" OC RESILIENT SOUND CHANNEL INTERIOR - STAIR SHAFT WALL 1 1 112" = V-0" ALUMINUM SOFFIT --� 1 OVERHANG 3'-6" i 2'- 0" SEE PLANS 12 STAIR � y O 2x4 @ 16" OC Lm ^a z - 5/8" FIRECODE GYP. NO 0 PENETRATIONS 15> ALLOWED UL 305 - 1 hour wall INTERIOR - STAIR SHAFT WALL 1 1 112" = V-0" ALUMINUM SOFFIT --� 1 OVERHANG 3'-6" i 2'- 0" SEE PLANS 12 ROOF - CEILING ASSEMBLY 17 1 1/2" = 1'-0" m � y O � Lm ^a z 14" LOOSE FILL FIBERGLASS 0 0 INSULATION R=49 O Cc 0 (2) LAYERS 5/8" GYP. BOARD "� J -,�/1 *-+ POLY VAPOR RETARDER w/ �J ■ ■- DOUBLE STICK BUTYL TAPE 0 j f2 C) UL DESIGN No. P522 O ASSEMBLY RATING - 1 HOUR ROOF - CEILING ASSEMBLY 17 1 1/2" = 1'-0" N ^^ ,M L I LO Z 0 ♦W 0 orn m � y O � Lm ^a z 0 0 W O Cc 0 N N *-+ cn w N ■ ■- Lm 0 j f2 C) L O Lm z w� Lu w ui L ■O:� O < :D o O In Q N P- CD Lzw=O cn zz AV W O O �o< U) c w U� 00 U_ ) L J Ow _ w p y <z�Lu �..d � = w -i W y V >-LUQw .� .� UJ m Q o V s >-LuQU mQ=¢ v C'3 Lm L.J N ^^ ,M L I LO Z 0 ♦W 0 orn m � y O � Lm N ^^ ,M L I LO Z 0 ♦W 0 orn m rn ICU CO Lm 0 0 O (D 0 N N N N N N Lm 0 Q� C) L O r- � �U) ■O:� 4) O oC OC N ^^ ,M L I LO Z 0 ♦W 0 orn m rn rn CO 0 0 0 (D 0 N N N N N N 0) a) N C) 7- O r- � p (D In M N P- CD -0 O OO <m04I Z Z Z W 000 a in cn in O 5: 5 5-1 W W W W W W NC) H Z W W W 2 Q Z Z Z cr� F -- W W W 0 0 0 a o w 00 ti CO LO'* M N r Z DRAWING TITLE WALL TYPES AND ASSEMBLIES DATE: 02/12/2019 SCALE AS NOTED DRAWING NUMBER A700 COPYRIGHT ©2017 z rr n 0 W IN U) J D H a z 0 C� z 0 Q m W 77 d__ N 1 ter. •-J o 1 n 0 U 0 W U W Q LLJ m CQ G U) 77 W 0 z 0 DOOR FRAME TYPE WIDTH N 1\ w _ N HM, AL, WD TYPE 4,5AND6 HOLLOW METAL DOOR TY WIDTH i HM -1 TYPE III DOOR AND FRAME SCHEDULE NUMBER SIZE TYPE FRAME FIRE RATING HARDWARE REMARKS - 1 W H T 10 16'-0" T-0° SEE MANUFACTURER FOR SPECS VERIFY DOOR TYPE WITH OWNER 10A T-6" 6'-8" 0'-1314" II 5 10B T-6" 6'-8" 0'-1314" II 5 11 T-0" 6'-8" 0'-13/4" 11 5 60 MIN 12 T-0" 6'-8" 0'-1314" II 5 13 T-0" 6'-8" 0'-1314" II 5 100 T-6" T-10" 0'-1314" 1 1 SEE A8.1 101A 3'-6" T-10" 0'-1314" 1 3 SEE A8.1 --- A 102 --- T-0" --- 6'-8" --- --- 0'-1314" 11 --- --- 5 60 MIN /2 102A 8'-0" T-0" SEE MANUFACTURER FOR SPECS VERIFY DOOR TYPE WITH OWNER 103 T-0" 6'-8" 0'-1314" II 5 104 T-0" 6'-8" 0'-1314" II 5 105 T-0" 6'-8" 0'-1314" 1 V 6 106 T-0" 6'-8" 0'-1314" 11 5 110 T-0" 6'-8" 0'-13/4" 111 4 60 MIN 111 1 T-0" 6'-8" 0'-1314" 11 4 112 T-0" 6'-8" 0'-1314" 11 4 113 8'-0" T-0" SEE MANUFACTURER FOR SPECS VERIFY DOOR TYPE WITH OWNER Al T-0" 6'-8" 0'-13/4" 1 4 60 MIN Bl T-0" 6'-8" 0'-13/4" 1 4 60 MIN WIDTH i T TISG N C1 3' 0" T-0" 0' 1314" I 5 90 MIN HOLD OPEN TO MEET IBC 713.14.1 wl THE EXCEPTION OF #3 2 202 T-0" 6'-8" 0'-1314" II 4 203 T-0" 6'-8" 0'-1314" II 4 210 T-0" 6'-8" 0'-1314" II 4 302 T-0" 6'-8" 0'-1314" II 4 303 T-0" 6'-8" 0'-1314" II 4 310 T-0" 6'-8" 0'-1314" II 4 402 T-0" 6'-8" 0'-1314" II 4 403 T-0" 6'-8" 0'-1314" II 4 410 T-0" 6'-8" 0'-1314" II 4 UNIT DOOR SCHEDULE DEAD BOLT A T-0" 6'-8" 0'-13/4" 111 5 20 MIN B T-0" 6'-8" 0'-1314" 1 V 6 C T-0" 6'-8" 0'-1314" 1 V 6 D T-0" 6'-8" 0'-1314" 1 V 6 E 2'-8" 6'-8" 0'-1314" 1 V 6 F T-0" 6'-8" 0'-1314" FLUSH 6 G (2)-2'-0" 6'-8" 0'-1314" SLIDER FINISH H (2)1-6" 6'-8" 0'-1314" SLIDER MAT'L 1 (2)-3'-0" 6'-8" 0'-1314" SLIDER ALUMINUM DOOR HARDWARE GROUPS GARAGE DOOR GROUP 1: GROUP 2: GROUP 3: HINGES HINGES HINGES PUSH BAR RIM EXIT DEVICE LOCKSET HEAVY-DUTY PULL HANDLE RIM CYLINDER MASSAGE) CLOSER ELECTRONIC INTERCOM SYSTEM CLOSER WEATHER SEAL CLOSER SMOKE SEAL SWEEP WEATHER SEAL MAGNETIC HOLD OPEN THRESHOLD SWEEP �oQw BY ALUMINUM DOOR SUPPLIER) THRESHOLD CONC CT BY ALUMINUM DOOR SUPPLIER) GYP DOOR AND FRAME SCHEDULE GENERAL NOTES 1. ALL HINGES AND HARDWARE TO HAVE OIL RUBBED BRONZE FINISH 2. WOOD DOORS TO BE ALDER TEXTURE 3. WOOD CASING TO BE 1x4 FLUTED EQUIPMENT 4. GARAGE SERVICE DOORS TO RECEIVE SCHLAGE KEYLESS PADS NONE 5. ALL PATIO DOORS TO RECEIVE VERTICAL VINYL BLINDS NONE PRE -HUNG UNDERCUTI" POCKET DOOR PAINTED GROUP 4: GROUP 5: HINGES SPRING HINGES LOCKSET) LOCKSETLTASSAGE) CLOSER DEAD BOLT WEATHER SEAL SMOKE SEAL SWEEP THRESHOLD THRESHOLD ROOFING COLLECTIONS PES HM -2 TYPE II ALUMINUM DOOR TYPES WIDTH TISG �. N AL -1 & AL -2 TYPE WOOD DOOR TY WIDTH I I I I I I WD -1 w _ PES WIDTH ROOM FINISH SCHEDULE MODEL/COLOR STONE CULTURED STONE w/ STONE CAP STONEWORKS /TUSCAN LEDGE LAP SIDING STEEL LAP SIDING ROOM NAME FLOOR BASE WALLS SHAKE SIDING ROOFING COLLECTIONS CEILING FASCIA NOTES WHITE MAT'L FINISH 40 YR WEATHERWOOD MAT'L FINISH HGT MAT'L FINISH ALUMINUM PARKING LEVEL GARAGE DOOR ALUMINUM WHITE LAP SIDING @ STEEL LAP SIDING ENTEX / NAVY BLUE PRIVACY WALL O PARKING CONC SEALER NONE CONC NONE ----- PC NONE �oQw LOBBY CONC CT CT GYP PAINT ----- PC TEXTURE EQUIPMENT CONC SEALER NONE CONC NONE ----- PC NONE a�CC_jF STORAGE CONC SEALER NONE CONC NONE ----- PC NONE 1ST LEVEL 0 >_L❑w C d ._ }>_ wm¢' cn VESTIBULE CONC CT CT GYP PAINT 8'-0" GYP. TEXTURE °` a � Lu < LOBBY CONC CT WOOD GYP PAINT 9'-0" GYP. TEXTURE a=�¢� TRASH CONC SEALER NONE GYP PAINT 8'-0" GYP TEXTURE BIKE STORAGE CONC CT CT GYP PAINT 8'-0" GYP TEXTURE OFFICE CONC CARPET WOOD GYP PAINT 8'-0" GYP PAINT UNI -SEX CONC CT CT GYP PAINT 8'-0" GYP TEXTURE LOUNGE CONC CARPET WOOD GYP PAINT 8'-0" GYP TEXTURE CORRIDOR CONC CARPET WOOD GYP PAINT 8'-0" GYP TEXTURE MECHANICAL / ELECTRICAL CONC SEALER NONE GYP * 8'-0" GYP * *TAPE AND SAND 2ND THROUGH 4TH LOBBY GYPCRETE CARPET WOOD GYP PAINT 9'-0" GYP. TEXTURE LAUNDRY GYPCRETE CT CT GYP PAINT 8'-0" GYP TEXTURE CORRIDOR GYPCRETE CARPET WOOD GYP PAINT 8'-0" GYP TEXTURE MECH GYPCRETE SEALER NONE GYP * GYP * *TAPE AND SAND TRASH GYPCRETE CT CT GYP PAINT 8'-0" GYP TEXTURE STAIR A (ALL FLOORS) CONC CARPET WOOD GYP GPNT VARIES ------ ------- MAIN FLOOR = CT STAIR B (ALL FLOORS) CONC CARPET WOOD GYP GPNT VARIES ------ ------- MAIN FLOOR = CT ELEVATOR A -------- CARPET CARPET ------- PLAM 8'-0" ------- PLAM ROOM FINISH SCHEDULE - UNITS ROOM NAME FLOOR BASE WALLS CEILING NOTES MAT'L MANUF MAT'L FINISH HGT MAT'L FINISH BEDROOMS TOPPING CARPET WOOD GYP BD PAINT 8'-0" GYP BD PAINT BATHROOMS TOPPING KONETCO WOOD GYP BD GPNT 8'-0" GYP BD PAINT KITCHEN TOPPING KONETCO WOOD GYP BD GPNT 8'-0" GYP BD PAINT LIVING ROOM TOPPING CARPET WOOD GYP BD PAINT 8'-0" GYP BD PAINT CLOSETS TOPPING CARPET UNO WOOD GYP BD PAINT 8'-0" GYP BD PAINT SCREEN PORCH MAINT. FREE ARMADILLO --- SCREEN --- 8'-0" T&G EXTERIOR FINISH SCHEDULE MATERIAL DESCRIPTION MODEL/COLOR STONE CULTURED STONE w/ STONE CAP STONEWORKS /TUSCAN LEDGE LAP SIDING STEEL LAP SIDING ENTEX / SAGE LAP SIDING @a DECK STEEL LAP SIDING SMART SIDING / SAND SHAKE SIDING ROOFING COLLECTIONS GENERATONS / BURGANDY FASCIA 2x6 WHITE SHINGLES 40 YR WEATHERWOOD DURATION SOFFITS ALUMINUM WHITE RAILINGS ALUMINUM WHITE GARAGE DOOR ALUMINUM WHITE LAP SIDING @ STEEL LAP SIDING ENTEX / NAVY BLUE PRIVACY WALL O w _ WD -2 TYPE IV ►�� WD -3 w _ N TYPICAL WINDOW 'A' A 1/2" = V-0" MARVIN INTEGRITY GLIDER CN5040 SEE MANUF FOR SPECS. MARVIN INTEGRITY CN6080 PATIO DOOR SEE MANUF FOR SPECS. 30" CLR DOOR OPENING TYPICAL DOOR'S 1 1/2" = V-0" �1 WINDOW NOTES VECTOR 6468 PATIO DOOR SEE MANUF FOR SPECS. 32" ADA CLR DOOR OPENING (2 THUS - UNITS 103 AND 205) �� TYPICAL DOOR 'K' ADA `-� i 1/2" = 1'-0" 1. GLASS TO BE LOW -E COATING WITH ARGON FILL 2. ALL WINDOWS ABOVE THE FIRST STORY ARE TO BE EQUIPPED WITH WINDOW FALL PREVENTION SCREENS OR GUARDS. 3. SAFETY TEMPERED GLASS IS TO BE INSTALLED WITHIN GLAZED SWINGING DOOR, WHEN INSTALLED ADJACENT TO SWINGING DOORS, WHEN WITHIN 60" OF THE FLOOR AND WITHIN 24" OF THE VERTICAL PLANE OF A DOOR. 4. TISG DENOTES: TEMPERED INSULATED SAFETY GLASS ISG DENOTES: INSULATED SAFETY GLASS TPG: TEMPERED SAFETY GLASS 5. VERIFY WINDOW ROUGH OPENING WITH WINDOW MANUFACTURER. 6. EGRESS WINDOW REQUIREMENTS: 24" MINIMUM HEIGHT/ 20" MINIMUM DEPTH DIMENSION. 5.7 S.F. CLEAR OPENABLE AREA. LESS THAN 44" ABOVE F.F. � rn rn rn TT T 0 0 0 N N N mo O 0 N T N O a)o m v *-+ Y) w .. M 5;0 Z Lu CCmm W W W z z z cf) CC o z N QW ❑ w W W 0 0 0 W m O QBE o O � +2•+ � �cnw — O () zwob, w L _ �oQw O /O V �2❑Z Lu z co Lu M U U) ZLL J O ■ w w p LLI a�CC_jF Z J F- y o V 0 >_L❑w C d ._ }>_ wm¢' cn UO��°° Q ci V °` a � Lu < J C'3 L ww❑w a Q a=�¢� o � rn rn rn TT T 0 0 0 N N N y O 0 N T N O a) O ti O •— v N N N z z z _O _O _O H W a N Lu W O J W Lu W CCmm W W W z z z cf) CC o z N QW ❑ w W W 0 0 0 W m W o _ oo n m Lo R1 M V � +2•+ � L _ y N Cfl M Lo Lo Z O DRAWING TITLE SCHEDULES DATE: 02/12/2019 I SCALE AS NOTED DRAWING NUMBER ■ COPYRIGHT ©2017 rn rn rn TT T 0 0 0 N N N rn T 0 N c r CD N N C) C) T O T (D LO M O O O N T N O a) O ti O N N N z z z _O _O _O H W a N N N W W W IY IY IY Lu W O J W Lu W CCmm W W W z z z cf) CC o z N QW ❑ w W W 0 0 0 W m W o D U) L oo n m Lo R1 M N O z DRAWING TITLE SCHEDULES DATE: 02/12/2019 I SCALE AS NOTED DRAWING NUMBER ■ COPYRIGHT ©2017 -� 1 md-- N 1 n O U 0 w U r) W co W CQ G U) 77 w z O a Lp Lr) N O O O N co 0 2 A4.1 Al I� 11 - 2 1/4" I� r O T M N r r N , r M \ T M Lo - r C'7 N \� \ N N rT N — N r M cy) n1 ^ N 00 - r T N N \� i N CV � r i N 00 O � O 00 o y r N 3'-67/8" 3'-6" 3'-33/8" 2 1/2"/'00' I ��2 1 /2" VESTI BU L� 1 1/2" = 1'-0" /27-� A4.1 7'-73/4" /' /r N 2 1/2" -1' - 8 1/4" 3' - 6" 1' - 7 1/2" ' -2 1/2" N /I' I /I /2 1/2" 2 Lo M r N D4'-10" C 01 2 1/2" .00 2'- 1 1/4" 2' 1 1/4" i II�2 1/2" I // 21/2" 1 /2" I I \ I \I r N c 0 M u') N I 00 N r\ N r M M N CV I- r O N T I i Level 110'- 2 5/8" N N \ I \1 r N I r� N 00 N r : Level 1 100'-0" 8'-8" 2 1 /2' > 2'- 6 59/64" 2' - 8 11/64" '00,2' - 6 59/64" �2 1/2" /> N \ N \ M CV , T T N 00 n N - AL -1 T o rn O N_ rn �l CV N \ \ r N; Level �� N —=4� a 100-0 _ ,- a - - a > � d �c � ... a• - _..6 a - 111. ,. - � � .. ..� - r N -_- VESTIBULE 1/2" = 1'-0" WEST CURTAIN WALL 3 1/2" = 1'-0" O co 0 N i r � N :4 r � N Level 130 - 6 3/8" Level 120' - 4 1/2" Level � 110'-25/88" I � I I � I Level 11 100'-0" /�-2 1/2" 2 1 /2"� 2 1/2 6"3'- 0" 6" I� I i' I� EAST CURTAIN WALL 4 1/2" = 1'-0" 4'-10" i 2 1/2" - 4' - 5" ��2 1/2" �S' I \ \1 r N 00 r ZD N N 00 r - C) N \ r N �� 3' - 1 1/2" � � 1 ' - 1 " -2 1/2" 2 1/2".1 1 /2"� / / Level 4 130' - 6 3/8" 2 1/2"--� 1' - 1" 3' - 1 1/2", , 2 1/2" i i✓' I>, 2 1/2" N 0 co L co O CV Level 120 - 4 1/2" Level 110'- 2 5/8" \ O CV T� N Level 100' - 0" �1 - WEST CURTAIN WALL 5 1/2" = 1'-0" A� W O OC �+ cn w ■ ■ m j0 L wZ � � p cn o p �u)w vLm zw6o w p �oaw cn p ogwyz M Lu U— _ Z' u O J _ wZL.L O wwO ■ z J H j F O v V >-°Ow Q± F - Q �..r wm¢w ■� UD�p Q (� Lu C7 Q Q L wwOw =O Q = 0- Q F- 0 N M z n O 4) V i O 2 O) O) T T O O N N O) T O N O) T O N 00 r O N N 0) T O (D Lf) O O 0) T M O N T N O a) O r - O �( I\ I r N N Z Z 000 N Z F- W a (n_(n_ W W (n W W O J LV W Q Q W W Q W N a Z 2 ZZ W W 0 0 Z W 0 m LU x W 0 00 1'- (D Lf) RCT M N � Z WING TITLE .UMINUM -OREFRONTS E: 02/12/2019 LE AS NOTED WING NUMBER A8m 1 COPYRIGHT © 2017 / (QTY FLOWED, GRA55 11#1 KARL FCER5TER 13 �55, FLOWER, ERMA- 2 �LAT"NYT, WALKER'S Lam/ �I75 LILELLAp��,.,4 755, EROAM FEAT I�ttJ 5 JoY cJTCNECROP J 6 5WUB, PECIDIJOIr -0 6 -5 � 4g �8 k A THONYLWATERER J ELA, PRINCE S 5wL5, EvERGREEN "FEF 12 JU�N��PER, 5F -A GREEN 13 s;"::°_ JUNPER, NtXRA 9 4 5wL B, EVERGREEN 14 IQI ARBORVITAE, TECHJY 7 Np 0 Revision # Date: 10/21/2019 �� oh / 1111111 III i \ J. I I / , / //4111111 II IIII ' 11111111111111 / / I / Fy c�yJ /' 9`s / e 2 �s 4 CONCRETE VALLEY CUTTER 0' 1"=20'0" RETAINING WALL RIVERT-OWN. SUITES LEGEND I I Ca *40N NAME (QTY FLOWED, GRA55 11#1 KARL FCER5TER 13 �55, FLOWER, ERMA- 2 �LAT"NYT, WALKER'S Lam/ �I75 LILELLAp��,.,4 755, EROAM FEAT I�ttJ 5 JoY cJTCNECROP J 6 5WUB, PECIDIJOIr 6®J BARBEIRRY, R05Y GLOM 7 HYDRANGEA 6 -5 � 4g �8 k A THONYLWATERER J ELA, PRINCE S 5wL5, EvERGREEN "FEF 12 JU�N��PER, 5F -A GREEN 13 s;"::°_ JUNPER, NtXRA 9 4 5wL B, EVERGREEN 14 IQI ARBORVITAE, TECHJY 7 TREF, DEC aur, Iam 9GR WHTE5PIRE GRANGER, TREE WGK FIRE f�7k NDQJ GREEN5PIRE 1Cl IVl4PLE, ARMSTRONG JJL7 5°° LI ROCK MJLCH CLEAN cur LAWN & LANDSCAPING Landscape Design by ET CLEAN CUT LAWN & LANDSCAPE / Existing Building \ O 2 z CD co 01 Z Z � O / O r BACK OF SIDEWALK 5' RAMP SIDE O oc W Q TRUNCATED DOME PANELS w o w o �� /� ��-BLUE HANDICAP PARKING SIGN z � � 4' CURB CUT o woQ�W� n )1J�/ CONNECT TO Q /// \� / / / / / r / 4" SOLID WHITE LINE z QD ? r EX. 8 " P VC / ll/ W1 CLEANOUT ( / / / // / r / / 4" SOLID WHITE DIAGONALS w ot Q Q Existing Building / \ � / / 20' Q � �/ / / / 3' CENTER TO CENTER O ti o � W W W w INV -920.75 cl1\ c �/ / / / � �\ / / / \ / �� / / / NO 4" SOLID WHITE owwQowwww �,/ PARKING a z��oo>>>> "� BORDER LINE U��Q�� • �/ INTERNATIONAL SYMBOL �' / \ r 8 8' 8' � N / /�// �� ° / r �J� �� C� Q� / / I OF ACCESSIBILITY SAN. SER VICE / Q SAN. SER VICE o // / / \ \ \ ( > ��'cy� �O\ 6" PVC SCH 40 , �� o\ �V�9 926 �� / °�� / / / / / Q 8 PVC SCH 4 0 / ( / o 8 L=56LF, S=6.16% L-56LF S=1.04% / 2 7/�^ ' \/ ,� / / �� / / // ACCESSIBLE PARKING STALL %ods / �\5��, ,��./ / / / Existing/ NO SCALE > 6 CLEANOUT �5„ RCPc�`b 01 z o o A RIM 931.00 \��\ L=87LF ^�// INV - 924.20 �\ S= 0.48% /STORM CB#1 / / �/ /% / \�/ / / / / w CONNECT TO ^ / RIM=92760 // /// /// // 9 / / / / N CITES: m Q HAND RAILING /� INV -921.96 0� / / /// / / / / / / m m o 25LE / EX. 8 DIP / / / A v/ / / / m � O o ( / /r/ / �. 5 / / / / / / 1. BASE PLAN IS A SURVEY PREPARED BY BOGART, PEDERSON & ASSOCIATES. U U WA TER SERVICE / g2� / MODULAR BLOCK / / 00 m 0 8" DIP, L=47LF / r / �- LANDSCAPE WALL / / / / / // 2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE ,� m m o w r / 116LE / / ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR o w J o v PED. RAMP ^ ( ) / z FX / / `\�/ TO CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITY COMPANIES VIA '� z 15 RCP // L \ ,Q� C� / /%/*1� / ' / GOPHER STATE ONE -CALL ONLINE OR BY CALLING 811 OR 1-800-252-1166. Q w < _ 0 LLJ L 47LF g / /// 1 / / / THE CITY IS NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED o 0 o v o � S=0.49% / �9 2j?S co // �r / / RELATED TO VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. S TORM MH \ PROPOSED _ \F / 3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF THE / /// 0 ° RIM -9.32.56 \ / / \ / / PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS OF THE CITY OF ACCESS /// ® ° _ INV -921.54 / / / // / \/ / MONTICELLO AND THE LATEST EDITION OF MNDOT STANDARD SPECIFICATIONS co T- EASEMEN T/ /// � � � ' � � � �. -'j ° o / a ° 15 RCP F / \ / FOR CONSTRUCTION. 2, �z �� 'o 0) CONNECT TO - / L = 86L F S / / \ \ // o o EX. 15 RCP r � / Z C a w cO 7s S=0.50% \� / F \ / / 4. EXISTING ZONING: CENTRAL COMMUNITY DISTRICT (CCD) o N NOTE #8 / ° / ° 9, B612 CURB O �\ // / �'s��g /\ \ / PROPOSED AS PLANNED UNIT DEVELOPMENT (PUD) E. 3 N DRIVE-IN , / / & GU TIER 21 \\� / �\ �c,� / \ 0 .s r/ ° / DOOR FOR �� STORM LS �� / /�� / \ / 5. REQUIRED PARKING STALLS = 82 (2.5 STALLS PER 2 BEDROOM �� f n� o °° C=, 0 r r � / / / RIM=928.40 STORM CB#2 ° ' 3 / 9/ UNIT & 1.5 STALLS PER 1 BEDROOM UNIT). � �Z U CONCRETE 20 J� TRASH ROOM ° / RIM= 925. 70 EOF / Q a Z Q o 0 VALLEY GUTTER c \ / INV=922.00 - ( ) / PROPOSED PARKING STALLS 80 (33 GARAGE STALLS, 35 SURFACE co o =� SAN. SERVICE 5' CONCRETE ° / �O INV -922.39 � / / STALLS & 12 STREET STALLS). 6" PVC (SCH 40), SIDEWALK / \ i 14 a CONCRETE L=92LF, S=1.04% / /80 �\` \ d ° RETAINING WALL / \�� // / / 6. THE 6' SIDEWALK ALONG 3RD STREET AND LOCUST STREET SHALL BE 4' F off// " COORDINATE 8 PVC (SCH40) / ° a / / r CONCRETE SIDEWALK WITH A 2 COLORED CONCRETE STRIP ON THE STREET LOCA TIONS W/ EOUNDA TION // ° HEA TED 6" CONCRETE PAD /� / SIDE. N MECH. PLANS DRAIN CONNECTION TION / / ° ° / ° ° / \ / Z U N Po o�/� ° / //r/ a 8' a / �� / / 7. LOT AREA = 33,124 SF �� / o- / PROPOSED 4 -STORY /// O z co / / a DURA -SLOPE TRENCH DRAIN /(21LF) /\ / PROPOSED IMPERVIOUS SURFACE AREA = 27,568 SF (83.20. o1 6' CONCRETE / APARTMENT BUILDING / ° \RIM=923.18, INV= 922. 18 / // SIDEWALK / AREA= 12,074 SF / CONTROL ,^ \ // / / 8. WATER SERVICE SHALL BE INSTALLED WITH A MINIMUM 7.5' OF COVER. 8" W U� zro FFE=932.75 / PANEL �� // �� \ / / DIP WATER SERVICE (INV=924.08) SHALL CROSS OVER 15" RCP STORM 0 W /\\ i Fo ° j/j / / // \`� \ / / / SEWER LINE (INV=921.47) WITH 1.13' OF SEPARATION. W �X \\\ �� GFE=923.08 / � DRIVE-IN / 12" PVC\�\\\ \ \ / / / � Q m� // 4 FOUNDATION DRAIN PIPE / / L=13LF / / 9. WHERE SEWER AND WATER SERVICE LINES CROSS, A MINIMUM VERTICAL U CD �N \ \9�33Fo ° / / DOOR // S-1 38% \/ / SEPARATION OF 12" SHALL BE MAINTAINED. F INSULATION IS NECESSARY, IT � O zc �� 18 ° PA TIO/DECK / 4 // / / \ / / >_w 'I 4" PVC (SCE/8 \ SHALL BE PROVIDED AS AN INCIDENTAL ITEM. THE CONTRACTOR WILL BE � U Ww cn (TYP) / /r \ / RESPONSIBLE FOR PROVIDING THIS VERTICAL SEPARATION. U� 1� �� FORCE I N / / Q 709LF (2 EA) /` r \ \ r O o J 10. SANITARY SERVICE TO NORTH SIDE OF BUILDING WILL REQUIRE INTERIOR 0 c�e�\\ �/ 'co \ / j / v 72 CURBr ° \ SUMP PUMP FOR GARAGE LEVEL DRAINAGE. SANITARY SERVICE CLEANOUT Q�'-�< o� �y �2, c' e ° g\ \ &6 GUTTER r//MODULAR BLOCK / // \ \ / /r CASTINGS SHALL BE H-20 TRAFFIC RATED N PAVED AREAS. m 22 6Q _ _ 4, /-9 ti b \ / LANDSCAPE WALL / / /9 _ \9 2>S6 PROPOSED F� ° \� jj// 9 a // LAND / / / 11. ROOF DOWNSPOUTS SHALL CONNECT INTO FOUNDATION DRAIN SYSTEM WHICH ACCESS or ° / \ /j/j/ ° // / SHALL TIE INTO FOUNDATION DRAIN CONNECTION AT STORM MANHOLE. �Q, Sr` Fi EA a 112 LL1 O ¢, 2 SURFACING NOTES cn Ex CB / / / 1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO - U) Uf � ° a / - / / / ATTAIN THE REQUIRED COMPACTION DESCRIBED IN THE PROJECT W CONCRETE °a // � -Rim= = 928.92 � / � _ LTJ \ lnv=925.20 /° / / r SPECIFICATIONS. COMPACTION TESTING SHALL BE PERFORMED BY AN VALLEY GUTTER Fo \ nv /a / / / // INDEPENDENT TESTING FIRM. Z \ NF /�/ '/ \ �� / / / / r/ 2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED, TEST ROLLING OF THE GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY LTJ (� STABILITY. z L_I_I W W O Al CONCRETE /r / 3. SEE SHEET C3 AND THE PROJECT SPECIFICATIONS FOR DETAILS REGARDING U Z SIDEWALK / / � r/ THE CONSTRUCTION OF PAVEMENTS. (6 75 SE) 4. SEE ARCHITECT PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION \ REGARDING THE CONSTRUCTION OF CONCRETE SIDEWALK AND EXTERIOR 0 O \ a ° SLABS. =w m U AN SITE AND UTILITY PLAN _ O \ / N 1 „=20' \ \ A� / j / 0 20' 40' SHEET N 0 . AN AA '9 7,> c I SO / Com\ 4 \ 9� _ Q7 9� 9 77 STANDARDS AND REFERENCES Materials and construction methods of portions of work included in the plans reference the Minnesota Department of Transportation (MNDOT) Standard Specifications for Construction. The Contractor shall obtain a current copy and become familiar with the specification sections applicable to the plans. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with these specification sections. EARTHWORK NOTES PROTECTION 1. Carefully maintain all benchmarks, monuments and other reference points. If any are disturbed or destroyed, replace them as directed by the appropriate agency or contact the Engineer. 2. The Contractor shall promptly notify the Engineer in writing if any unknown functioning underground utilities are uncovered during the course of the work, which may interfere with construction, and wait for instructions before proceeding. 3. The Contractor shall be responsible for any damage to functioning underground or overhead utility lines and shall promptly repair and restore services at no additional cost to the Owner. 4. The Contractor shall provide barricades, shoring and other safety measures required by OSHA. 5. Protect all adjacent existing facilities from damage, settlement due to excavations, erosion and other hazards. The Contractor shall be responsible for repair of such damages. PROJECT CONDITIONS 1. The Contractor shall visit the Project site, become familiar with actual conditions, and verify existing conditions in the field in comparison with those shown on the Project Drawings. The Contractor shall notify the Engineer immediately if any conflicts are found between the existing conditions and the Project Drawings. 2. No extra compensation will be allowed due to unusual conditions encountered which could have reasonably been determined or anticipated by examination of the Project Site and Project Drawings. PLAN GRADES 1. Grades indicated on the Project Drawings are finished grade elevations, unless otherwise noted. Grades not specifically indicated shall be determined by interpolation of uniform slope between given elevations or contours, or between such points and existing grades. Unless otherwise indicated, grades shall be constructed to provide positive drainage away from buildings. 2. In case of any discrepancy between finished grade elevations and proposed contours, finish grade elevations shall govern. CLEARING 1. Remove all vegetation within the limits of the building and areas designated for impervious surfacing, and all trees that may hinder new construction work. The removal of trees, outside building lines, or paved areas, shall be approved by the Architect or Engineer. Remove all trees including stumps and root systems as shown on the plans. TOPSOIL 1. Good imported and/or stockpiled salvageable topsoil shall be utilized for this project. 2. Good topsoil shall be free of clay lumps, large stones and debris, and shall have a minimum organic content of 5%. 3. Remove topsoil to its entire depth from areas, which are to be disturbed by new construction work except at existing lawn areas which are to remain in place. This includes but is not limited to building site, roadways, parking lots, etc. Examine conditions carefully and watch for low areas where topsoil may be found to greater depths. 4. At new lawn areas, remove good topsoil to a depth of 5" or as otherwise indicated by the Engineer. 5. Store good topsoil stripped from site in stockpiles. 6. Stockpiled topsoil shall be used exclusively for finish grading in new lawn areas. Excess topsoil shall be removed from the site by the Contractor as approved by the Architect or Engineer. 7. Protect existing lawn areas, plantings and other landscape scheduled to remain in place. Repair any damaged areas upon completion of the Work. UNFORESEEN OBSTACLES 1. Notify Engineer immediately if any unforeseen major obstacles are encountered in excavation, such as abandoned wells, abandoned or functioning utilities, subsurface streams or rock, which would cause the Contractor undue expense to overcome. 2. The above shall not serve to relieve the Contractor of the responsibility for completing all Work required where conditions encountered are reasonably ascertainable from subsurface soil investigation report and examination of the Project Site and Contract Documents. FILLING AND GRADING 1. Rough grading of all areas within the construction limits, including excavated and filled sections, and adjacent transition area shall be reasonably smooth, compacted and free from irregular surface changes. The degree of finish shall be per standard construction limits unless otherwise specified. The rough graded subgrade surface generally shall not be more than 0.25 feet above or below the established subgrade with due allowance for topsoil, sod and/or pavement depths. All ditches, swales, and gutters shall be graded to drain readily. Unless otherwise indicated, the subgrade shall be evenly sloped to provide drainage away from building walls in all directions at a slope not less than 1/8" per foot. Provide roundings at top and bottom of banks and other breaks in grade. 2. Fill and backfill materials shall be inorganic soil material free from roots, debris and other deleterious particles. 3. No granular material larger than 2" in its largest dimension will be allowed within 2 feet of new, underground pipes. No granular material larger than 3" in its largest dimension will be allowed within 1 foot of subgrade elevation. 4. No more than 12% of imported compacted fill material shall pass the #200 sieve, by weight. The proposed fill material shall be tested, by the Contractor's soils technician, for suitability as compacted fill for this Project. 5. Fill all excavations, backfill against all walls and complete all filling and grading work necessary to bring surface to required elevations. Provide all materials necessary to complete the Work, whether obtained on or off the Project site. 6. Do not backfill until after retaining walls have attained full design strength and are suitably braced and debris are removed from areas to receive backfill and/or underslab fill. 7. Place compacted fill and backfill in even horizontal lifts not exceeding 8" in depth for clay soils and 12" in depth for sandy soils; compact as required to achieve specified density. 8. Compact each lift with rollers, vibratory equipment or other approved equipment and methods. The fill material, while being compacted, shall contain the moisture content necessary for the required compaction as provided by an independent testing laboratory. The moisture shall be uniform throughout each layer. If the material is too dry, add water with approved equipment and methods, which will not wash out the fine materials in the fill. If the material is too wet, dry by harrowing, disking, blading or other approved methods recommended by the soil technician. 9. Areas designated for pavement in excavated (cut) areas shall be scarified to a depth of 1 foot. The Contractor shall bring the subgrade material to optimum moisture content as indicated by the independent testing laboratory and compact the subgrade to the specified density listed below for soils underneath pavements. 10. The Contractor shall place no fill material when either the fill material or the material on which it is to be placed is frozen. Any soft or yielding spots appearing in the fill resulting from frost, rain, or any other reason whatsoever shall be scarified, removed, recompacted and/or otherwise rectified to the satisfaction of the Engineer before any new fill is placed. DEWATERING 1. Provide for surface drainage during construction in a manner to avoid creating a nuisance to adjacent areas. 2. Keep all excavations free of water by pumping or trenching during entire progress of Work, regardless of the cause, source, or nature of the water. 3. Provide necessary cofferdams or piling required to protect excavations. 4. Slope excavation to drain and provide necessary pumps, hoses and other equipment required to keep excavation free of water. 5. Conduct water away from excavations without encroaching on other properties as required for surface drainage. 6. Remove all temporary construction equipment used for dewatering from the site when no longer required. MAINTENANCE OF GRADED AREAS 1. Protect newly graded areas from traffic and erosion, keep free of trash and debris. 2. Repair and reestablish grades in settled, eroded and rutted areas. 3. Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape and compact to required density prior to further construction. SUBGRADE PREPARATION 1. Do all additional cutting, filling, compacting of fill and rough grading necessary to bring the subgrade to proper elevations as follows: 1.1. Lawn areas: 5" below finish grade. 1.2. Planting areas: See Landscaping Plans/Details 1.3. Bituminous parking areas: See paving details 1.4. Bituminous streets and drives: See paving details 2. The tolerance for areas to be paved shall not exceed 0.15 ft. above or below the established subgrade. 3. Protect newly graded areas from the actions of the elements. Any settlement or washing that occurs prior to acceptance of the Work shall be repaired and grades re-established. COMPACTION TESTS 1. Utility Trenches and Retaining Wall Backfill: The Contractor's independent soils technician and approved testing laboratory shall perform in-place density and moisture tests at random depths in trench or retaining wall backfill at 100 foot intervals, or fraction thereof. 2. Compacted Fill Under Pavements: Density and moisture testing shall be conducted at random depths with a minimum of one test for every 5,000 square feet, or fraction thereof. 3. The location of and areas adjacent to a failed compaction test shall be recompacted and retested to the satisfaction of the Engineer prior to acceptance of the project. 4. Optimum moisture -density relationship will be determined by testing laboratory in accordance with ASTM D698 and maximum density determination made by Method D of ASTM D698 unless otherwise noted in these specifications. 5. Compacted fill shall meet the following required percentages of maximum density determination: 5.1. Under lawns and plant areas beyond 10 ft. outside a building perimeter: 90%. 5.2. Trenches and under paved areas (except as noted in item 5.3: 95%. 5.3. Top 36" below gravel base in streets and drives: 100%. DISPOSAL OF EXCESS WASTE MATERIALS 1. Remove excess excavated material, trash, debris and waste materials, from the Owner's property and legally dispose of it in accordance with all governing codes. SPREADING TOPSOIL AND FINISH GRADING 1. Scarify subgrade to depth of 3" after it has attained permanent set. Spread topsoil evenly over complete subgrade as follows: 1.1. Lawn Areas on Private Property: Spread 4" lightly compacted layer of topsoil. 1.2. Lawn Areas in Public Right-of-way: Spread 5" lightly compacted layer of topsoil. 1.3. Planting Areas: See Landscape Plan/Details 2. Finish grade accurately and carefully, true to grade and cross section within 0.1 foot of finish grade shown on the Project Drawings, less the thickness of any sod where it is to be installed. Slope all grades away from the building to provide positive drainage. 3. Prepare topsoil suitable to receive seed and/or sod. Grading of areas designated for topsoil shall be reasonably smooth and even, and in accordance with MNDOT Spec. 2105.3G. All debris and stones exceeding 3" in diameter shall be removed from the soil surface of these areas prior to seeding. Areas compacted by vehicles or storage of materials shall be plowed, disked and harrowed to match texture of other finish graded areas. 4. Grass seed shall be in accordance with MnDOT Spec. 3876, seed mix No. 260, applied at the rate of 100 pounds per acre or as indicated on the landscape plans. Mulch shall be applied and disc -anchored to all seeded areas and shall meet the requirements of MnDOT Spec. 3882, Type 3 or as otherwise indicated by the Engineer. UTILITY NOTES SPECIFICATIONS AND REGULATIONS 1. American Society for Testing Materials (ASTM); American National Standards Institute (ANSI); American Water Works Association (AWWA); Federal Specifications (WW); The Minnesota Department of Transportation "Standard Specifications for Construction (MN/DOT) shall apply to this project. 2. The Contractor shall comply with all local ordinances and codes together with all rules and regulations of the MN Department of Health, which may apply to this work. 3. The Contractor may be requested to secure and deliver to the Engineer a written statement from the manufacturer assuring the quality and compliance to the applicable specifications of all materials furnished and installed under this improvement project. This shall in no way relieve the Contractor of any responsibilities as to the quality of materials furnished and installed. STRUCTURE CASTINGS (UNLESS NOTED OTHERWISE ON PLANS) 1. Catch basins shall be provided with the following castings: 1.1. In curbline: Neenah R -3250A w/ type "C" grate 1.2. Isolated: Neenah R-2535 w/ type "C" grate 1.3. Beehive: Neenah R-2560 w/ type "C" grate 2. Manholes shall be provided with the following castings: 2.1. Sanitary: Neenah R-1733 w/ concealed pick hole 2.2. Storm: Neenah R-1733 lettered "STORM", center pick hole HIGH DENSITY POLYETHYLENE PIPE (HDPE) AND FITTINGS - STORM 1. All HDPE shall be dual -wall high-density corrugated polyethylene pipe conforming to the requirements of AASHTO M294 and Design Section 18 of the AASHTO Standard Specifications for Highway Bridges except as modified as follows. Minimum wall thickness for 12 and 15 inch diameter pipe shall be 0.035 inches and for 18 and 24 inch diameter pipe shall be 0.05 inches. Installation shall be in accordance with ASTM D2321. 2. Joints shall be coupled to provide a soil tight joint unless noted otherwise on the drawings or in these specifications. 3. End section joints shall be tied as approved and shall be provided with approved trash guard. REINFORCED CONCRETE SEWER PIPE (RCP) AND END SECTIONS - STORM 1. Reinforced concrete sewer pipe shall conform to ASTM designation C76. The strength class of pipe shall be Class III unless otherwise shown on the Plans. 2. Reinforced concrete pipe used in conjunction with piling shall be furnished in eight (8) foot lengths and shall be of special design in accordance with Sec. 10, ASTM designation C76. 3. RCP end sections shall be in accordance with MN/DOT 3236 and shall be provided with an approved trash guard. End section joints shall be tied as approved by the Engineer. 4. Unless otherwise indicated on the Plans, reinforced concrete pipe joints shall utilize a rubber gasket and shall conform to ASTM designation 361. 5. The pipe shall be drawn together by some approved method of jacking or winching. This pressure must be maintained until sufficient backfill is placed to keep the joint from opening. 6. If plain -end, bell -and -spigot type reinforced concrete pipe is specified to be used, cement mortar shall completely fill the entire outside annular space and the lower one-half of the inside annular space. The joints shall be cleaned and wet prior to placing the cement mortar. UTILITY INSTALLATION 1. Installation of watermains and services shall be in accordance with the City Engineers Association of Minnesota "Standard Utilities Specifications for Water Main and Service Line Installation". 2. Installation of sanitary and storm sewers shall be in accordance with the City Engineers Association of Minnesota "Standard Utilities Specifications for Sanitary Sewer and Storm Sewer Installation". 3. The water distribution system shall be disinfected in accordance with Minnesota Rules Plumbing Code, part 4715.2250 TESTING REQUIREMENTS 1. Hydrostatic Pressure Test (Water) O 1.1. Conduct with Corporations open to test line. z 1.2. Pressure test to 150 psi. a� rnco 1.3. Hold pressure for 2 hours. O C 1.4. Close valves after two hours to test valves. (0 4t�., 2. Conductivity Test (Water) N U J 2.1. One week after pressure test, and after all backfilling. W 2.2. Test pipeline, valve, fittings and hydrants (open tops). U� 2.3. 350 amperes +/- 10% for 5 minutes. 2.4. Large fluctuation -defective test. W W 3. Bacteria Test M 4. Air Test (Sewer) �_o 4.1. Internal air pressure 4.0 psi. greater than the average back pressure of any groundwater that may submerge the pipe. Cn 4.2. Allow 2 minutes for air temperature and pressure to stabilize. co 4.3. Cannot drop from 3.6 psi to 3.0 psi in less than 30 seconds per inch of pipe diameter tested. 5. Deflection Test (Sewer) O 5.1. After sewer has been in and backfilled for 30 days. C 5.2. Mandrel should be 95% of pipe diameter. O 6. Televising (Sewer) m 6.1. If visual inspection or testing indicates that the sewer has not been constructed in accordance with the specifications, this test may be requested by the Engineer. T 7. Other testing requirements as detailed in other referenced documents and specifications. 8. In the event of discrepancies between these testing requirements and those listed in other specifications referenced herein, the most stringent will govern. O 9. All portions of the water service line must be tested in accordance with Minnesota Rules for Plumbing, part 4715.2820. BITUMINOUS PAVEMENT NOTES STANDARDS - Minnesota Standard Specifications for Highway Construction, most recent edition. GRANULAR BASE COURSE 1. Process material shall meet the requirements of MnDOT 3138, Class 5 with a compacted thickness of 8 inches. 2. The subgrade shall be tested and observed to the satisfaction of the Engineer prior to placement of aggregate base 9 9 P P material. Install base material as required to accommodate new plan grades. 3. Wet base material to approximate optimum moisture content either prior to delivery to job site or as soon as practical after being placed on subgrade. 4. Place in layers not exceeding 4" thickness (loose). 5. Compact with pneumatic or vibrating steel drum rollers. 6. After base course has been graded and compacted, thoroughly wet and slush roll with roller until all aggregates are thoroughly embedded. 7. Allow base course to cure for a minimum of 72 hours prior to bituminous course application. BITUMINOUS BASE AND SURFACE COURSE 1. Mix Designation Numbers for the bituminous mixtures on this project are from MNDOT 2360: 2. Pavement smoothness requirements will be waived for this project. 3. Density for the bituminous mixture on this project will be the ordinary compaction method (MNDOT 2360.6C). 4. Parking lots, driveways, and streets: Bituminous Base course shall conform to MnDOT 2360, Type SPNWB230B. Bituminous Surface course shall conform to MnDOT 2360, Type SPWEB240B. 5. Place no asphaltic mixture when the atmospheric temperature is below 45 degrees and falling, nor should pavement be placed under wet conditions. 6. Mixing 6.1. Paving mixture: Uniform mixture of course aggregate, fine aggregate, mineral filler and asphaltic material. 6.2. Grading and mixing: Conform to applicable sections of the Minnesota Standard Specifications for Highway Construction, Section 2360. CONSTRUCTION METHODS 1. Properly clean base course and deliver hot mix asphaltic concrete in clean tight vehicles with covers if necessary. 2. Lay to a smooth surface without segregation of material and attain compaction as early as possible. Commence rolling while the material is hot, (minimum spread temperature 250 degrees F.) as soon as it will support the roller without undue displacement or hairline cracking and continue until a minimum of 96% of maximum has been attained, no further compression can be attained and all roller marks are eliminated. 3. The completed surface: Smooth, free of pockets that will retain water and shall not vary more than 1/16" per foot nor more than 1/4" under a 16' straight edge. Entire surface must drain. No flat areas are permitted. 4. Perform all Work in accordance with the applicable requirements of the Minnesota Standard Specifications for Highway Construction. PAINTED LINES 1. Special marking paint compound especially for striping bituminous paving in one coat. 2. Manufacturers: Pratt & Lambert, Inc.; Sherwin Williams Co. or DuPont Co. 3. Colors: Use yellow paint for concrete and asphalt. 4. All surfaces to be painted must be thoroughly clean and dry. 5. Lay out painted lines with chalk on pavement in accordance with Project Drawings. 6. Accurately apply paint to the chalk marks, using striping machines, 4" wide stripes. 7. Apply paint in strict accordance with the manufacturer's directions. 8. Protect all paint from damage by traffic until dry. 9. Apply handicap logo at handicap stall. FIELD QUALITY CONTROL 1. Aggregate Base Testing: 1.1. The granular base course shall be test rolled and observed by the Contractor's independent soils technician as per MNDOT 2211.3C2 (Quality Compaction Method). Once the base course has been tested to the satisfaction of the Engineer, pavement may be placed. 1.2. One mechanical analysis (ASTM D-422) per 500 cubic yards of base or fraction thereof. 2. Bituminous Testing: 2.1. Test temperature of first truck. 2.2. Ordinary compaction (MNDOT 2360.6C) CONCRETE PAVEMENT. CURB & GUTTER. AND SIDEWALK STANDARDS 1. ACI 318, ACI 315, CRSI, ACI 301, latest adoptions. 2. Minnesota Standard Specifications for construction most recent edition GRANULAR BASE COURSE MATERIAL (CONCRETE PAVEMENTS) 1. Compacted thickness of finished base: 6" 2. Base material shall be granular with less than 12% passing the #200 sieve by weight. PORTLAND CEMENT 1. ASTM C150, Type I plus an approved air entraining agent, or Type IA air -entraining Portland cement. AGGREGATES 1. Coarse: MnDOT Spec. 3137. 2. Fine: MnDOT Spec. 3126. WATER 1. Clean, fresh and potable, MnDOT Spec. 3906. AIR ENTRAINING ADMIXTURES 1. ASTM C260. 2. Provide entrainment of 4 - 7 percent by volume. OTHER ADMIXTURES 1. MnDOT Spec. 3113. 2. Calcium Chloride or materials containing chlorides or nitrates - not allowed. DEFORMED REINFORCING BARS 1. MnDOT Spec. 3301 ACCESSORIES 1. Properly sized chairs, spacers, bolsters, etc. 2. Provide plastic coated accessories at slabs and beams that are exposed below. PROPORTIONING AND DESIGN OF MIXES 1. MnDOT Spec. 2461.3 2. Concrete Classifications 2.1. Curb and gutter, slip -formed concrete: 3A22 2.2. Sidewalk, aprons, incidental concrete, manual curb & gutter: 3A32 2.3. Concrete pavements: 3Y43 2.4. Repair concrete, fast strength concrete: 3Y43 3. Concrete Specifications: 3.1. 3A22: 1-2" slump, 3900 psi, 4-7% air 3.2. 3A32: 2-3" slump, 3900 psi, 4-7% air 3.3. 3Y43: 3-4" slump, 4300 psi, 4-7% air 3.4. Temperatures of all concrete during placement shall be 50'F to 90'F WELDED WIRE FABRIC 1. MnDOT Spec. 3303 REINFORCEMENT PLACEMENT 1. Place, support and tie reinforcing to prevent displacement. Reinforcing shall be clean of oil, grease, scale, rust or other coatings which will impair the bond. 2. Reinforcing shall not be welded nor shall accessories of any kind be welded to reinforcing bars, unless approved by the Engineer. 3. Welded wire fabric shall be lapped a minimum of 2 squares plus 2". Welded wire fabric shall be suspended completely in the concrete and shall not be allowed to rest on subgrade at any point. 4. Concrete cover over reinforcement, bend radii, etc. shall be in accordance with the guidelines of ACI 318. Specifically, minimum clear cover shall be as follows unless otherwise noted on the Project Drawings: 4.1. Concrete cast against and permanently exposed to earth: 3" 4.2. Concrete exposed to earth or weather: 1%" (#5 and smaller), 2" (#6 and larger) 4.3. Concrete not exposed to weather or in contact with ground: 3/4" 5. Lap splices shall be a length of 40 bar diameters unless noted otherwise on the Project Drawings. When two bars of different diameter are spliced, use 40 diameters of the smaller bar. 6. Reinforcing shall be continuous at all footing steps and stepped bond beams. Lap splices may be used. Aill1[y:»IaII.tyIiLIIIIl 1. Place concrete as soon as possible after mixing. Place before initial set has occurred, and in no event after it has contained its water content for more than one hour. 2. Avoid overworking concrete or allowing concrete to fall unrestricted for excessive vertical distances, and other situations which can cause segregation of the aggregates. 3. Concrete pavements shall be placed in accordance with applicable portions of MnDOT 2301. 4. Sidewalks shall be placed in accordance with MnDOT 2521. 5. Curb and gutter shall be placed in accordance with MnDOT 2531. PROTECTION 1. Provide adequate protection against rain, sleet and snow before and during placement and finishing of concrete. 2. Protect concrete from premature drying. Provide temporary covering as required. Keep concrete continuously moist for 7 days. 3. Treat concrete with membrane curing compound in accordance with MnDOT 2531.3G. COLD WEATHER CONCRETE 1. Do not place concrete when the atmospheric temperature is below 40 degrees F., or when the concrete is likely to be subjected to freezing temperatures within 24 hours after it has been deposited unless adequate temporary heating is provided. 2. Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from freezing for the following 5 days. 3. No frozen materials may be used in the concrete. Chemicals may not be used to prevent freezing unless approved by the Engineer. 4. Perform all cold weather concreting in accord with ACI 306. HOT WEATHER CONCRETE 1. Do not place concrete when the atmospheric temperature is above 100 degrees F. 2. Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from temperatures over 90 degrees for the following 5 days. 3. Thoroughly wet dry porous surfaces before concreting. 4. Water reducing admixtures with retarding properties are required for all concrete placed when the temperature exceeds 80 degrees F. 5. Perform all hot weather concreting in accord with ACI 305. FINISHING 1. Provide a smooth, steel trowel finish unless noted otherwise. 2. Provide a broomed finish on exterior sidewalks and ramps unless noted otherwise. QUALITY CONTROL 1. The Contractor shall hire an independent testing firm to provide the following tests: 1.1. The independent testing technician shall perform random field testing of the fresh concrete including slump, air content, and temperature. (ASTM C143, C173, C231 and C138). One series of the aforementioned tests shall be performed on the first load of concrete. 1.2. The independent testing technician shall cast a set of four compression test cylinders for the first load of concrete as well as 1 set for every 100 cubic yards, or fraction thereof, of concrete thereafter. Compression tests shall be performed on one test cylinder at 7 days and two test cylinders at 28 days. The fourth test cylinder shall be retained in the event of failing compression tests on the 28 -day test cylinders. NOTES 8c 0 SPECIFICATIONS NTS z 0 U cn w o ti LIZ, j U 0 0 0 U U 0 U O O a3oW z w a� rnco L o C-aC9 N O C -' a D C z a� (0 4t�., Cn N U J U C W L In U� Q � U U - 3 W W U +-' Cl a M m �_o T� -0-0 Ln Cn o co 00 o O O�z C WN WCO O CO m � O o T ; N W O Uz O C z z� > � O 5-: 00 c m U 00 F - LSI M z > _ O N- m m o w o w J o Z Z Y E Z C� Q w CD w Q w m = J O O a3oW z � -0 a� rnco L o C-aC9 N O C -' a D C z a� (0 4t�., o CWo N U J U C W L In �� o a)•2 c0 > E -a2 cn � U U - 3 W W U +-' Cl a oo ao � 0, GLH V T� -0-0 ID,G 0-0U � O N a> L i oZ o O O N N `r' O O U-) N o co O (J� f O W N N SHEET A0. `r' O U-) N W U% (J� z O W LJ� �� W z�� W W n O Q W L� � M W O O�z Z WN WCO O CO �W W W �� , N O O �>z � ; N W O Uz O C z z� > � O O< W SHEET A0. LLJ - U% (J� (n W LJ� z�� Q Q I__ � W O WLLJ O LLI 0U�z z W (� C) o z O LJ m U F - LSI LSI z > _ O SHEET A0. r USE NEENAl 7-1842-,A Frit L.+"; PRv^FLE APPLICATIONS USE NEENA-1 11758-G FOR ,'�A"ERT GHT WP*LICATIONS 1A�16ET11�WOSXA'Igl,�IP7RY sMamR �vPL N T9HICH � Ie NIISNAH A-1618 WITH TYPE I NOUD L17 MACHNE 6i 3 CR WA 1 - MC" [zDM AEPEAr CYP051% s EXCEPT FOR-trT]INO 25,V4 I 7 I/I " I I SMN 1 1U11FAM 10 BE YACHINO MCA COVER FRAVE TM: Standard Plan Library Standard Frame and Cover City of Monticello Date: -05 Plata No, 03 1002 03— 15 „DLI Wm-- As #O~-\ "M MAY K ILTMO REVERSE SLOPE GJTTER SECTION DIVIDER PLATE,sw YN aQ SLOPE GAM FTjFTI• :':';:,�'.•�'?�v'iji,q 13 1/2 KOM E/4%FT >Y.ti"rkP': ;:'. ;;::,.• u,... ;s� 2' MIN7^ '" MAIL G' = MNWT A SLOP= G.OB FT/F" VORMAL, UNASS U1�E/ ,� KATE VD, ?I=H OrrC T R S.OPE13 F RVI-TE0• ISEee IF-ERENTTHE FORM a70Ni'RETC - A047 WWRAWK E"3e' eN F' •1612 LW BE I_TID 8812 CONCRETE CURB de GUTTER WNWF - 21,1 R I Gu, me, ]IVIDER PLATE 3111 9 1A Or 9 112 a'R ILLPE MOM f1fri . .,Sk•ti• Ii�li Kmplt 47M. r LIN ••:$ ; . H01rtoNOI_ •T/• LIVE MMnoT •,g SLOPE 006 FT/FT NORMAL, -NLESS WAWAW RATE NM 7,00 H 0-HERWIBE SFEDFIE. F A OiFFEREW SPEGFTCATICN ABFF71 M 2", OTTER SLOPE IS PRMIrED, THE R NM COHCArE - O•C1E1 C� LN FT 0112121WAY B- TILTED 8818 CONCRETE CURB do GUTTER CDNOAE M - 1719 PT / Gu, , (S61MD 12' III+'/rePr 1/8 ' R ! I� M/3 ' R rT- LNHOE1P11MTAL- •.1,_ �i '•— — •.•. •.•, r- Cie 1 MCDIFTED DESIGN "D' CURB A GUTTER 71118: Standard Plate Library Concrete Curb &Gutter for Streets City of Monticello Dute: fl3_05 Plate Ns, RyMaTwd. 5005 fl3-15 r /r tep OF 3IICF010 GLOWDE MR TOP S' awl I:.CYPFI'TC6 AT A YIN CR 1=CR ,RAAOAm P1112" DENQLtJ/DCT IM A MAX Or W Lrri TO IIE ,IUM AND =1101MATIED MY MIA18M IPA AAD CDrO�YPAM 78 A WN Crm"lly ,F 6rAY PROCTOR 4' COMER CCAPACTIM TC SBR CF THPROCTOR OTPCTHI US CF HHIAW RLM CUNr .. � ORNeI 1RL1, PER WIN 3142 RF r 014s :]AANULAR FOfN➢111T1ON T1HM met; C N T}E N- 01 EF71 PLACE, AN) HANG WWMCT ARMC APE T-7 112 . A617M: NESE, VIIAWOW OCIMW IN 111=1 10 EACH s x OF PIPE, AN NRMM III T4E ENGHE! TM: Standard Plan Library Typical Trench Compaction and Class B Bedding_ City of Monticello Date: Plata No, fl3—fly leaANtI,03-15 1007 1 • 1 . CURB�CONCR41E AND GL17ER yr I+ EXPANSION .1Yi}.N7S E:) PANSiON JOINTS B 5• ,. ,.. .+' .•... , Vie. r CONCRETE TO 3E J/ q EXPANSION POURED IN-EGRALLY EXPANSION A WITH CURB JOINTS PLAN 3318 03'+.^.RETE •• CURB AND GUTTER 3;� J7` MIN. 7� D7H VARIES I •' 19"� fffff r 5' MI V. SECTION B—B SECTION A—A 71118: Standard Plan Library Commercial Driveway Entrance City of Monticello Oats 03-05 Plat Ns, - »evTe.rl:03-15 5008 LIGHT DUTY ALUMINUM ACCESS COVER STAINLESS STEEL CABLE HOLDER NOTE: ACCESS COVER FRAME SHALL BY ACCESS COVER MANUFACTURER BE CAST IN THE TOP SLAB. ELEVATION 928.40 CRETEX TYPE II U BITUMASTIC \ SEAL - I l 72" DIA. PRECAST ----___,,2" SCHEDULE 80 PVC (3 EACH), REINFORCEDTO ELECTRIC PANEL INSIDE BUILDING CONCRETE SECTIONS PROVIDE HOLES FOR ELECTRIC CONDUITS AND SEAL WITH NON -SHRINK GROUT STAINLESS STEEL Q6 GUIDE RAILS (NO FIELD 3/16" STAINLESS STEEL LINK CHAINS JOINTS ALLOWED) a WITH 2 FEET OF SLACK FROM PUMP CONNECTIONS TO HOLDER MOUNTED as ON HATCH FRAME 4 HIGH ALARM "ON" 0 4"x90° BEND 4 RUBBER BOOT OR GASKETED a SEAL THRU CONCRETE, GROUT ANNULAR SPACE BOTH SIDES 4" PVC FORCEMAINS 2ND PUMP "ON" 0 Y 922.00 922.00 12" PVC INLET PIPE BRACKETS (PER — 0 12" a PUMP MANUFACTURER) r MIN. 5 HP PUMP W/ 650 GPM 4' CHECK VALVE -----n CAPACITY (EA) @ 7 FT HEAD (ONE FOR EACH PUMP) ° UNIFLANGE LOW LEVEL "OFF" 1T 915.004, 1) FLOAT ELEVATIONS TO —n a ° GROUT @ 1:1 SLOPE BE SET IN THE FIELD. 914.00 ° ° ° a°R ` DISCHARGE FLANGE STORM LIFT STATION - PROFILE 12" THICK INTEGRAL BASE 0 NTS I CINW) To MIS to ME ,01111W PNISCO GE HM 1= ORALE - e' PMC IIIE11 POR NON-TEIIn%N L / 4' PMC R FOR REIIDDRNL 41111Ee ,e" 10 2O' 4" OR r WI NI'E ,MRI 1A Irmo REM 1AAOIINC NCI1EIiMLj ip on CEMEWIM PLA §, ` PAC � �'� HCMIaON1AL WYE � IHRLIT NMKTHO FCR CLIM(ka ig p ilIt 1,-AYIENr Fox a RR1EI m. 6° VErm wt 4Y Bic AAO PLUG WILL PAD roR AT uNr PRIDE IW ITR FACK 2. CLAN 0" WMLIM AT 73' WER1A1L6 PROM MMA NAM LNE Tills; Standard Plate Library Sanitary Clean -flus City of Monticello Dots: Plate No, Weed, 03 15 15 3006 17� CONTRACTION JOINTS 3 T' r,j .•. Jr ��N 12" GRANJLAR MIRC'III OR S' CLASS 3 OR 8" CONCRETE W4ALlt BO.]LEVARD WIDTI- VARIE*VERAGE 8') SIDS.WALK 71MENSIONS WIDTH - 8' DEPTH - S" FOR AM DEVELOPMENTS - 44" MINIMUV FOR EXISTING AREAS, 8" AT DRIVE'A'AYS AND CROSSWALKS GRANJLAR DOiR * CEP -'H - 120 GRANULAR BORROW OR 6" CRSS 3 L"OYTRACTION JOINT? - 3' INTERVALS EXPANSION , DINTS - 8C' INTERVA-S (APPROX.) 1011I EXISTING DEPTH, 4' MINIMUM INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY NTERSECTTOIIS Title: Standard Plate Library Typical Sidewalk City of Monticello>N": I33--fl5 Plata Na, 5012 NOTE: CONTROL PANEL WILL HAVE PHASE 3 POWER SUPPLY WITH SUFFICIENT PUMP CONTROLS PER MANUFACTURER'S RECOMMENDATIONS & PROVIDE EQUAL RUNTIME FOR EACH PUMP. LIGHT DUTY ALUMINIUM ACCESS COVER WITH LOCKING HASP (VERIFY DIMENSIONS W/ PUMP MANUFACTURER.) 4" GV I \ �I 04"PVC HANDLE�(��J HINGES 00 4" GV SIDE 4" PVC D� I 72" PRECAST REINFORCED CONCRETE SECTIONS � 36" � LT, O STORM LIFT STATION - PLAN S OASTIN01 A�1LST.NFO Al i 4 MIN - 12 MAX STANDA14D FAAME -kA 1III iH� rRdICY SJ3AE IEY� rSM MrOCT STANDARD PLA': 402D M / FOR COVER RE°3UI.RETYEN S p.r'� pr � :P� *AL_ CCNSTALI CN SHALL A OLAJBS II • 1�,1 PRECAST PIF EXCEFr 4d DN[ IAAY BE ASTM 0 418 CONOREI PIPE, SEE Mn3C` STAN)ARD CAST -IN -SILAGE PLATE JOOON0 TOAOUE OR OROOYE AT TCP coNCiE E - CR SCI I I OF THS SECTIO CA57-I14-PLACE CONCRETE OR IAADARY OON T UCTION 41 1C' , ? IORR OL00IQ ALLORED ONLY IF AWROVE0 NEER CCNCAETE D09HOUSE REOURED ON OUTSIDE AND INSIDE OF e'RLCTUR: v AND PIPE CDNNECT+CN �,E�•.`sL'�.s';' .ICs sE� :sL' :sts .`sE'L S' POURED CONCRETE EASE, FOR ALTEILATE PAECAS-' CONCRETE SASE, SEE MnMT STANDARD PLATE 4011M30 FY OAMETER AND RAM AR 2' RAM TO FT REQUIRED DIAVETE . CD REFER TO STANDARD P.AMS -OR HE.OHT AND DIAMETER RMUIRED. JAN -OLE STEPS SHALL BE CAST IRON OR MA MODE. PS -I -PF 13Y VIA INCUSTINAL INC,] CONFORMING TO Al OSHA RECULAIMONe n 924E0 16. OC. MINIMUM NEEL REM"ORCEMENT A WAYHIBE E E7iEEL AREA 11 11RE MESH PLAUEAED MANHOLER OATCN EXTER OA GENERA_ 01 OWENS10PB FOR CONCRETE APBLY 30IN TO SM04 AND MNIORETE MASONRY UNIT O1A CONSTRUCTIOW ALSO, EXCEPT AS .�OTEG, >D_yr=R BRICK tYnDOT EFED 3E1E) eADK 12' .WHIMUTA FOR PREOAST, 3 BRICKS OR MMINY CONSTAU0110N 1 FLOCK MINIVUM FOR 4AIDNITY CONSTUCTICN REINFOA9CEME71i AS PER MMOOT SPED .3301, OWE 30. 71k1l: Standard Pl to Library Standard Manhole for Storm Suer City 0 MonticelloData, -Plate N, 400 1 t` r SPECIAL NOT SPEC AL ATTENTION SHALL 3E PAID WHEN INSTAL-IM3 DRIVEWAYS TO NOT UN]ERMINE OR DAMAGE EIOSTTNO SI7EWA-4S. 1 3" OF 1-1/2" ROCK / ?� CR 8" CRJSHED Ci7NCRE"E AOR A33ROVED ECIUIVA�NIT I TAPER ]EPTH AND WIDTH IN 10' SIDEWALK ACCESS FRAME LIFTING CHAIN I UPPER GUIDE o RAIL BRACKET 1 (� I I I I GUIDE RAILS I I � INTERMEDIATE u ��i/ GUIDE RAIL BRACKET sEAur WITH I DISCHARGE ELBOW NTS �GUIDE RAIL ASSEMBLY DETAIL NTS CURB & GUTTER -3" OF 1-1/2' ROCK OR 8" CRL -SHED CONCRETE T111a: Residential Gravel Standard Plate Library Construction Entrance City of Monticello Dnie: 03_05 Plata Na, �- l�vfe.�1:03--15 6001 J T 4' OOIIGRrC COLIAM INITA__ III & �PROVEC II OHIAMY : A1j1INT110 R ON — 44N - , 4" C OLUNII IA cONOREIE 1 e" CM WN PON CIXIAI! 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CLASS 5 Z III III=IIII -III; III=III- 0 � i—Iii—� iI Iii—iI AGGREGATE BASE � O = APPROVED COMPACTED SUBGRADE U > _ 0 40 PIPE SUPPORT PARKING LOT SECTION NTS 0 NTS SHEET NO. C3 PROJECT DETAILS NTS 4 Existing Building 9 0 air 0 0 978.3 0 bN 0-) C\2 -(106 9 -IS5. CD co q, �o C\2 (14 LQ 66 9 CrD 0 L'i cf) C) Q)/ ZI ci- _>0 9��o' 9 0 C) Q� z Z: Q� Q_ U Q) �> 0 U, S71 Ld �t C) ov. 0) " �0 ct� o) 4j tj L�L L A- LLJ cr- INLET 6T I 9 \1�1 - Q) L'i 4- 9 co PRO TEC T1 ON qt1<.W '!��;j 'Lv- C:) Existing Building Ljj - I L'Q 00 CL C'L a - 0) "v C) ) LLJ C) C) L'i L'i L'i // "v/ US U'S :�i 928.37 0) 01� U CL_ Q_ 01� 01� ot 927.81 Z A- z IQ: 0 97B. Co I -I- c� () '1 -9 929.70 �_o 6 X 'o co �2 �2 �2 a) (5> LLJ 9-29.20 77 CN o) lb 61?41 �' z �s �� co < 'o A- (39" 9?" --\" , I Existil 0'�/o 'e c� ") 928.681111 65 (�3 c� > 928.78 LL 0 f) 'z r-\ co o" A- 01 z c� C3 929.90 SIL T SOCK 1929.03 929.40 19 LLJ 928.53 cf) < Q0 m 19 03 cf) cf) U 03 0 29.03 m m 0 9 8.53 ROCK U U - 2 21. T C TION 9 928.0 00 931.50 CONS TRU >- co 00 m 931.00 EN TRA N CE 928.70 928.10 N-) m m c� LLJ 1927.60 A NOTES: Ld _j o k 0 929 26 9'37� 60 9,37.40 C�o 928 76 ZL 9280 1 . BASE PLAN IS A SURVEY PREPARED BY BOGART, PEDERSON ASSOC�ATES. < LLJ LLJ < LLJ a-- 92 7�3 Q LL_ C) Z_L 99,1. 2, ALL EXISTING UTILITY LOCA7ONS AND ELEVATIONS SHOWN ARE APPROKMATE hu, -1 :* ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR 11\ 932.40 7-1 930.5 5 928.0 TO CONSTRUC70N. CONTRACTOR SHALL CONTACT UTILITY COMPANIES VIA 930,00 9 2.05 926.5 GOPHER STATE ONE -CALL ONLINE OR BY CALUNG 811 OR 1-800-252-1166. co 5 LL E>' 0 9J2. 75 9 .35 3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF THE :),3 = go - -_ �- 932. 6 9z C) 1j PROJECT SPECFICATIONS, THE STANDARD SPECIFICATIONS OF THE C�TY OF C -O( -D = �_D MONTICELLO AND THE LATEST EDITION OF MNDOT STANDARD SPECFICA7ONS 932.25 0 _j E 0 FOR CONSTRUCT�ON. (L) - -- e�j o 06 E co 0 17932.75 �5 0 _>1 (D 0 0� 0) 930� 75 930.05 926� 80 EOF= 925. 70 z�� o"' , '6 �� , '�Ic 4, THE FOLLOWING SEQUENCE AND PROTOCOLS SHALL BE FOLLOWED FOR 9 2 50 929.55 -.6 . - 930� 25 92720 926� 30 7,3 EROSON AND SEDIMENT CONTROL DURNG THE SITE DEVELOPMENT PROCESS: -0 LO 0) 926.70� 92720 % ROCK LOG SU17AL�LL [OR 930- 1 A, INSTALL PER�METER CONTROLS (SILT FENCE) AS SHOWN ON THE PLANS 2 E 9JO. 2J CONSTRUCTION TRAFFIC 926.70 �00 /-40 PRIOR TO START OF WORK. co CD --o o =:m 929.7 4 J 4 LOWEST OPENING -926.70 B. NO SO1 STOCKPILES OR CONCRETE WASHOUTS ARE ALLOWED ON THE FTI /// 11 / 6�1 931.60 931�00 28� 05 928.0 PROJECT SITE. 4 927 55 927.5 C. MANTAN ALL TEMPORARY EROSION CONTROL DEV�CES IN PLACE UNTIL A 9,32.00 927.15 5/ THE CONTRIBUTING DRANAGF AREA HAS BEEN STARLIZFD. INSPECT 7 01 926.65 TEMPORARY EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH 1/2" OR MORE RAN EVENT. CLEAN OR MAINTAIN THESE DEV�CES q 75 "'d SILT SOCK z U 932.50 PROPOSED 4 -STORY 929.5 4 AS NEEDED TO BE EFFECTIVE. REPLACE DETERIORATED, DAMAGED OR 0 1 co J/ 0000 ROTTED EROSION CONTROL DEV�CES IMMEDIATELY, U� APARTMENT BUILDING 01 29.00 Lo (D AREA= 12,014 SF 923.08 D. REMOVE ALL SOILS AND SED�MENTS DEPOSITED ONTO PUBL�C AND/OR Lo N SIL T SOC I PRIVATE PAVEMENT AREAS WITHIN 24 HOURS, REMOVAL OF TRACKING LL U� z ro FFE=9,32.75 :2(D 19 AND DEPOSITION MATERIALS SHALL BE COMPLETED AT THE END OF EACH LL -1 �o 93'2.50 923.08 GFE= 92J. 08 WORK DAY OR WHEN IT OCCURS. SWEEPING MAY BE ORDERED AT ANY 5� 929.00 < U 4 9 TIME IF CONDIVONS WARRANT, < LLJ m 0 92,3: 00,8,5 1'932.5 E PERFORM SITE REMOVALS, GRADING, EXCAVATION AND EMBANKMENT SEED U CD ��N IV 'S�p' .4 0 LLJ 930.5 AND MULCH ALL DISTURBED AREAS OUTSIDE OF PROPOSED PAVEMENT �-7 o ZE:�' L'i 00 931.50 1 L' I AND BUILDING AREAS WITHIN 72 HOURS OF THIS WORK. - (J� L -i Ld 'Cn�� ONO F. �NSTALL BITUMNOUS PAVEMENT SECTION. FINE GRADE SITE AND RESTORE a >Z 1__(_o < U� .0:� ROCK LOG SUITABLE FOR GREEN AREAS W�TH PERMANENT VEGETA70N PER LANDSCAPE PLANS, .;D CZ' C, CONSTRUCTION TRAFFIC 0 co PC C- 41, 0 _j &L3, /y Ld _j �2 G. REMOVE ALL TEMPORARY EROSION AND SED�MENT CONTROL DEVICES AFTER STE HAS UNDERGONE FNAL STAELIZATION AND PERMANENT 6-57 11� t,9-30 65 VEGETAT�ON HAS BEEN ESTABLISHED WITH AT LEAST 70% COVERAGE, '9 7 '937.00 ,q 6' Po 9= 25 9J2.5 --,930.50 j U. 7 5, CONTRACTOR SHALL MAINTAIN ALL ADJACENT STREETS; KEERNG THEM �5 CLEAN AND SWEPT OF ALL OF DIRT AND DEBRIS DURING CONSTRUCTION, 121A 93L45' e4_ 0/y� '9 & ��o _� __ ox) Q) 9311 7 6' -0 9,30.60 9,37.0 c� U� 9,30.10 9,30.5 LL1 Z�� AA EX CB U) 2, D L 4 -Rim= 928.92 Lij In v= 925.2 0 U� 0 491 INLET PRO ��C TI ON < < < So a_ 0 401 LL1 v) 0* 0 LL1 ILL] LLI 0 92980 U INLET LL U� U� PRO TEC TI ON AN 0 4 __j AN LLJ M U 013. A� LL] LLI AN GRADING & ECS PLAN 1 "=20' '_�HE-T NO. 21A 0 C4 AN AN 11-1'2 I '��q � 9 17 Rockwood Classic 8 "u CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Classic 8TM unit segmental retaining wall in accordance with these specifications to the lines and grades shown on the construction plans and drawings. Alternate wall systems will not be considered. B. Work includes preparing foundation soil, furnishing and installing leveling pad, unit drainage fill, and backfill to the lines and grades shown on the construction plans and drawings. C. Work includes furnishing and installing geogrid soil reinforcement of the type, size, location, and lengths as designated on the construction drawings. 1.02 Related Sections A. Section - Site Preparation (Not applicable) B. Section - Earthwork (Not applicable) 1.03 Reference Documents A. American Society for Testing and Materials (ASTM) 1. ASTM C 1372 Standard Specification for Segmental Retaining Wall Units 2. ASTM C 140 Sampling and Testing Concrete Masonry Units 3. ASTM D 422 Particle Size Analysis 4. ASTM D 698 Laboratory Compaction Characteristics of Soil -Standard Effort 5. ASTM D 4318 Liquid Limit, Plastic Limit and Plasticity Index of Soils 6. ASTM D 4595 Tensile Properties of Geotextiles - Wide Width Strip 7. ASTM D 5262 Unconfined Tension Creep Behavior of Geosynthetics 8. ASTM D 3034 Polyvinyl Chloride Pipe (PVC) 9. ASTM D 1248 Corrugated Plastic Pipe 10. ASTM D 1262 Freeze -Thaw Durability of Concrete Units 11. ASTM D 6638 Determining Connection Strength Between Geogrid and Segmental Unit B. Geosynthetic Research Institute (GRI) 1. GRI-GG4 Determination of Long Term Design Strength of Geogrid 2. GRI-GG5 Determination of Geogrid (soil) Pullout C. National Concrete Masonry Association (NCMA) 1. NCMA SRWU-2 Test Method for Determining Shear Strength of SRW 1.04 Submittals/Certification A. Prior to the start of work, the Owner shall obtain construction drawings and design calculations prepared and stamped by a Professional Engineer registered in the state of the proposed retaining wall. The Owner or Contractor should have the proposed retaining wall permitted by the appropriate governing authorities. RW Classic 8 Specs March 08.doc Page 1 Rockwood Classic 8 w B. Prior to start of work, the Contractor shall submit a manufacturer's certification for each of the retaining wall system components. The certification shall state that the component meets the requirements of this specification. 1.05 Quality Assurance A. The Contractor shall be competent and experienced in the construction of reinforced segmental retaining walls. The Contractors competency and experience shall be determined by the Owner thru demonstration of successfully completed projects and/or completion of a nationally recognized course of instruction, such as the NCMA's Segmental Retaining Wall Installers Education Program. B. The Design Engineer shall be competent and experienced in the design and analysis of reinforced segmental retaining walls. The Design Engineer shall provide proof of current professional liability insurance with an aggregate coverage limit of not less than $1,000,000. C. The Owner or Contractor shall provide independent soil testing and quality assurance inspection and testing during earthwork and wall construction operations. The Owner's quality assurance program does not relieve the Contractor of responsibility for quality control and wall performance. 1.06 Delivery, Storage and Handling A. The Contractor shall check all materials upon delivery to assure that the proper type, grade, color, and certification have been received. B. The Contractor shall protect all materials from damage due to jobsite conditions and in accordance with manufacturer's recommendations. Damaged materials shall not be incorporated into the work. PART 2: COMPONENTS 2.01 Definitions Block - a Rockwood Classic 8TM concrete segmental retaining wall unit. Cap - a Rockwood Classic Universal CapTM concrete segmental retaining wall unit. Geogrid - a geosynthetic material manufactured for the primary purpose to reinforce soil. Same as geosynthetic reinforcement and soil reinforcement. Filter Fabric — a geosynthetic material manufactured for the primary purpose to filter soils from water. Same as geosynthetic fabric. Drainage Fill — crushed rock aggregate that is placed within and immediately behind the block. Same as core fill and drainage rock. Backfill - compacted soil that is placed behind the blocks and drainage fill and within the reinforced soil volume of the retaining wall as outlined on the plans. Same as reinforced backfill and infill soil. Base Leveling Pad — aggregate base material or concrete used as a foundation for the blocks. Same as leveling pad. RW Classic 8 Specs March 08.doc Page 2 Rockwood Classic 8'm Drainage Pipe — typically, a 4" diameter PVC or corrugated HDPE pipe, that is perforated or slotted to accept water from the surrounding soils. Same as drain tile. 2.02 Blocks and Caps A. Blocks shall be Rockwood Classic 8T"' concrete segmental retaining wall units. The Owner shall specify the color and face finish. B. Caps shall be Rockwood Classic Universal CapTM concrete segmental retaining wall units. C. Blocks and caps shall conform to the following requirements: 1. Block dimensions shall be: H = 8", L = 18", W = 12". 2. Blocks shall have a built in lug protruding 5/8" from the base of the block. 3. Cap dimensions shall be: H = 4", LFRONT = 18", LREAR = 14", W = 10.5" 4. Permissible variations in block/cap dimensions shall be per ASTM C1372. 5. The finish and appearance of blocks/caps shall be per ASTM C 1372. 6. Strength and absorption requirements shall be per ASTM C 1372. 7. The unit weight (weight per unit volume) of an in -filled block shall be greater than 115 pcf. 2.04 Base Leveling Pad Material A. Base leveling pad material shall consist of compacted aggregate base or non -reinforced concrete, as shown on the construction drawings and/or determined based upon field conditions. Aggregate base material shall meet the following gradation in accordance with ASTM D-422: Sieve Size Percent Passinq 1 inch 100 no. 4 35-70 no. 200 0-15 2.05 Drainage Fill Material A. Drainage fill material shall consist of crushed rock meeting the following gradation in accordance with ASTM D-422: Sieve Size Percent Passinq 3 inch 100 3/ inch 75-100 no. 4 0-25 no. 200 0 - 5 2.06 Backfill A. Backfill shall consist of soil that is free of debris and deleterious material. Unless the Designer specifies otherwise and accounts for in his/her design analysis, backfill shall meet the following gradation in accordance with ASTM D-422: RW Classic 8 Specs March 08.doc Page 3 Rockwood Classic 8 Tm Sieve Size 3 inch 1 inch no. 4 no. 40 no. 200 Percent Passing 100 50-100 20-100 0-75 0-35 B. Backfill shall have a Plasticity Index (PI) < 15 and Liquid Limit (LL) < 40 per ASTM D 4318. C. The Contractor shall obtain independent laboratory test results to verify that the backfill meets the requirements of 2.06 A. and B. 2.07 Geogrid A. The geogrid, as specified in the construction plans and drawings, shall be manufactured specifically for soil reinforcement applications. 2.08 Drainage Pipe A. If required, drainage pipe shall be PVC pipe manufactured in accordance with ASTM D-3034 or corrugated HDPE pipe manufactured in accordance with ASTM D-1248. Drainage pipe shall be perforated, slotted, or non -perforated as shown in the construction drawings. PART 3: EXECUTION 3.01 Excavation A. The Contractor shall excavate to the lines and grades shown on the construction drawings. The Contractor and/or Owner's representative shall inspect the excavation and approve/disapprove its competency as a foundation soil prior to placement of the leveling pad or backfill. B. If remedial work is required to improve the foundation soil, the Owner shall compensate the Contractor as mutually agreed. C. The foundation soil shall be compacted to a minimum of 95 % of the maximum density per ASTM D-698. D. If seepage or evidence of past seepage is observed in the excavation, the Contractor shall consult the Owner and Design Engineer in order to add or modify a drainage system to mitigate future seepage. 3.02 Base Leveling Pad A. Leveling pad material shall be placed to the lines and grades shown on the construction drawings, to a minimum thickness of 6 inches, extending laterally a minimum of 6", both in front of and behind the block. RW Classic 8 Specs March 08.doc Page 4 Rockwood Classic 8 "u B. Leveling pad materials shall be compacted to a minimum of 95 % of the maximum density per ASTM D-698. C. Leveling pad shall be prepared to insure full contact to the base surface of the block. 3.03 Block Installation A. First course of units shall be placed on the leveling pad at the appropriate line and grade as shown on the construction drawings. Alignment and level shall be checked in all directions. Ensure that all units are in full contact with the leveling pad and properly seated. B. Place the front of units side-by-side. Do not leave gaps between adjacent units. Layout of corners and curves shall be in accordance with manufacturer's recommendations. C. Place drainage fill within and behind blocks. Place backfill behind drainage fill in lifts no greater than 6 to 12 inches and compact to a minimum of 95 % of the maximum density per ASTM D- 698. After placement of backfill, compact drainage fill by probing. D. Do not stack more than two courses of block prior to placing and compacting drainage fill and backfill. 3.04 Geogrid Installation A. Geogrid shall be oriented with the highest strength axis perpendicular to the wall alignment. B. Geogrid shall be placed at the type, lengths, and elevations shown on the construction drawings or as directed by the Design Engineer. C. The geogrid shall be laid horizontally from within 2 inches of the face of the block back across compacted backfill. Place the next course of blocks over the geogrid. The geogrid shall be pulled taut and anchored prior to placing additional drainage fill or backfill. D. Geogrid shall be continuous throughout their embedment length. Geogrid shall be placed side- by-side or overlapped with 3" backfill between to provide 100% coverage at each designed geogrid level where possible. Geogrid shall not be spliced along its designed embedment length. 3.05 Backfill Placement A. Backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack and installation damage in the geogrid. B. Backfill shall be placed and compacted in lifts not to exceed 6 inches where hand compaction is used, or 8 to 12 inches (depending on soil type and soil processing) where heavy compaction equipment is used. Lift thickness shall be decreased to achieve the required compaction. C. Backfill shall be compacted to 95% of the maximum density per ASTM D698. The moisture content of the backfill material, prior to and during compaction, shall be uniformly distributed throughout each layer and shall be within 20% of the optimum moisture content as determined by ASTM 698. RW Classic 8 Specs March 08.doc Page 5 Rockwood Classic 8 Tm D. Only lightweight hand -operated equipment shall be allowed within 4 feet from the face of the block. E. Tracked construction equipment shall not be operated directly upon the geogrid. A minimum of 6 inches of backfill is required over the geogrid prior to operation of tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the backfill and damaging the geogrid. F. Rubber tired equipment may pass over geogrid at slow speeds, less than 10 mph. Sudden braking and sharp turning shall be avoided. G. At the end of each day's operation, the Contractor shall slope the last lift of backfill away from the blocks and drainage fill in order to direct runoff away from wall face. The Contractor shall ensure surface runoff from adjacent areas does not enter the wall construction site. 3.06 Drainage System Installation A. Drainage systems, both internal to the wall and surficial, shall be determined based upon site conditions by the Contractor in consultation with the Owner and the Design Engineer. B. Within the time of construction, the Contractor must ensure that all surficial drainage is directed away from the wall system by use of drainage swales, area drains, or other competent measures. C. Within the lifetime of the wall, the Owner must ensure that all surficial drainage is directed away from the wall system. 3.07 Cap Installation A. Caps shall be adhered to underlying blocks and caps with Super-StikTM 3.08 As -Built Construction Tolerances A. Vertical Alignment: the top of wall shall be within 0.1'(1.2") from design grade. B. Wall Batter: within 2 degrees of design batter, excluding a negative batter. C. Horizontal alignment: the bottom of the wall (B.W.), at design B.W. grade, shall within 1 foot of design line. D. Maximum horizontal gap between erected blocks shall be 1/2 inch. 3.09 Field Quality Control A. The Owner and Contractor shall engage inspection and testing services (quality control) during construction to ensure project specifications are met. The lack of quality control by the Owner does not relieve the Contractor from meeting project specifications. B. Quality control should include, but not be limited to: foundation soil inspection; verification of geotechnical design parameters; and verification that construction is in general compliance with the design drawings and project specifications. (Quality Assurance is usually best performed by the site geotechnical engineer.) RW Classic 8 Specs March 08.doc Page 6 Rockwood Classic 8 T"' Only qualified and experienced technicians and engineers shall perform testing and inspection services. RW Classic 8 Specs March 08.doc Page 7 \ fit'. '•r, _' � �,+ t Ye... _'�•`'"`` l:ya . 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(:D (D j Q J (D � C y O 11 y a p Q T` O � � Q (D Q � (n O Cei W O D �' Cb CCD n C) (D Q ^•. O .O -i- (D (D n j is. (D (n cn 0 r D luo m CEJ IIL— O o - W U) U1 � L4 L4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O p O O O O O O O O n. O O O O O O n. O O n- n• (D (D (A U) n• (D (A n- (D (A rt (D U1 n• (D U) rt (D (0 (D V1 rt CO (q rt (D (0 n- (D (A Cb (D V) r• (D (0 (D Co (D W (a .y. (D O O o ? �Q n Or � O0 (O n Omm ti 3 4 (D (D (D y. A O • ? O ? 3 O (o "i ? O• l• j Q i O (D(D O n (\ < (D (1p (O—D (CD 0, j p CO �' rj ((blz J �' Cb l Cb 00 Q (D 5 CZ k r 3 I L - / / a CONNEC T TO EX. 8 " P VC W/ CLEANOUT �+/� LL r �4 Q. ioQ CONNEC T TO EX. 8" DIP W/ ` 8"x6" REDUCER "' , !No / ori PROPOSEDC5 LO a cc ACCESS 4 EA SEMEN T/ / CONNECT TO EX. 15" RCP / d /CONCRETE .p R( VALLEY GUTTER '' �� C( DRI VL ■ /��/ / � ��/ °. d. FOR \ Po i Fo / \ a � F� L rete S �y O Existing Building �0 / / \ Existing Building lb Q3 001 �c to\G� G 923 �� \926 SAN. SER VICE / '� o� / 8" PVC, 86LF @ 1%/ >> ^ Rvv b� 75" RCP�j Existing c 97LF @ 0.4% STORM CB#7 - RIM— 927.10 / IN V=921.84 amp / RCP � ILL / f O / S TORM MH RIM= 937.00 INV=921.47 B 73 / 9 STORM CB#2 / RIM= 924.70 (EOE) IN V= 922.78 CONCRETE RETAINING WALL _ DURA—SLOPE TRENCH DRAIN /(16LF) \CONNECTED TO ROOF DRAIN/SYSTEM -IN OR `9 22 06 PROPOSEDo °a.. 9' ACCESS r \ \ \ EASEMENT \ -1 9 93o�y oyF / ��\ 9 930 79 c Ex CB —Rim= 928.92 \ oye CONCRETE / A. VALLEY GUTTER \ In v= /a00'P A \ \ OyF N, yF \\ \\ \ A \, LL \\�\l\\ Q° �\ 6' CONCRETE / SIDEWALK (6 75 SE) AA 4 \9 \ oa A \ / 21A\92 8/j \� S S4� X925 » - � /��`g2 19 7 N OTES: 1. BASE PLAN IS A SURVEY PREPARED BY BOGART, PEDERSON & ASSOCIATES. 2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITY COMPANIES VIA GOPHER STATE ONE—CALL ONLINE OR BY CALLING 811 OR 1-800-252-1166. THE CITY IS NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED RELATED TO VARIATIONS IN THE UTILITY AS—BUILT ELEVATIONS. 3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF THE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS OF THE CITY OF MONTICELLO AND THE LATEST EDITION OF MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 4. EXISTING ZONING: CENTRAL COMMUNITY DISTRICT (CCD) PROPOSED AS PLANNED UNIT DEVELOPMENT (PUD) 5. REQUIRED PARKING STALLS = 82 (2.5 STALLS PER 2 BEDROOM UNIT & 1.5 STALLS PER 1 BEDROOM UNIT). PROPOSED PARKING STALLS = 80 (33 GARAGE STALLS, 35 SURFACE STALLS & 12 STREET STALLS). 6. THE 6' SIDEWALK ALONG 3RD STREET AND LOCUST STREET SHALL BE 4' CONCRETE SIDEWALK WITH A 2' COLORED CONCRETE STRIP ON THE STREET SIDE. 7. LOT AREA = 33,124 SF PROPOSED IMPERVIOUS SURFACE AREA = 26,831 SF (81%). 8. WATER SERVICE SHALL BE INSTALLED WITH A MINIMUM 7.5' OF COVER. SITE AND UTILITY PLAN N 1 "=20' 0 20' 40' REVIEW PLAN NOT FOR CONSTRUCTION U 0 a3 oW �, O O z ice" Z o '�L-.. Lo N U � M (J-) O N N W (p U `° �C"2 W � m 01 o w Y Q U L� W �C\2� w zoco U -0 dJ 0,oC U + a Z _U o �� U 00 z z \ 0) L�Z Q o Lij 3 Q w c� w Q w Q:� _ ^^ J Q5Q OJ I( Yi li U J 5)I— U z LLj w > 0 O LLJ LQ U U a co co Q N OTES: 1. BASE PLAN IS A SURVEY PREPARED BY BOGART, PEDERSON & ASSOCIATES. 2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITY COMPANIES VIA GOPHER STATE ONE—CALL ONLINE OR BY CALLING 811 OR 1-800-252-1166. THE CITY IS NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED RELATED TO VARIATIONS IN THE UTILITY AS—BUILT ELEVATIONS. 3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF THE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS OF THE CITY OF MONTICELLO AND THE LATEST EDITION OF MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 4. EXISTING ZONING: CENTRAL COMMUNITY DISTRICT (CCD) PROPOSED AS PLANNED UNIT DEVELOPMENT (PUD) 5. REQUIRED PARKING STALLS = 82 (2.5 STALLS PER 2 BEDROOM UNIT & 1.5 STALLS PER 1 BEDROOM UNIT). PROPOSED PARKING STALLS = 80 (33 GARAGE STALLS, 35 SURFACE STALLS & 12 STREET STALLS). 6. THE 6' SIDEWALK ALONG 3RD STREET AND LOCUST STREET SHALL BE 4' CONCRETE SIDEWALK WITH A 2' COLORED CONCRETE STRIP ON THE STREET SIDE. 7. LOT AREA = 33,124 SF PROPOSED IMPERVIOUS SURFACE AREA = 26,831 SF (81%). 8. WATER SERVICE SHALL BE INSTALLED WITH A MINIMUM 7.5' OF COVER. SITE AND UTILITY PLAN N 1 "=20' 0 20' 40' REVIEW PLAN NOT FOR CONSTRUCTION ooE>:�o U 0 a3 oW �, L� z ice" Z o '�L-.. Lo N 0) v M (J-) O 4 7 C Z N W (p U `° W W � m m o w Y Q U L� W > � a� w J U -0 dJ 0,oC U + a Z _U o �� U 00 '6 "' O i W a� w \ 0) L�Z Q ^ � Lij 3 Q w c� w Q w Q:� _ ^^ J Q5Q OJ I( Yi li t-l/Jl J 5)I— U ooE>:�o U 0 a3 oW �, L� z ice" Z o '�L-.. Lo N 0) v o c -o 5 �' (J-) O 4 7 C Z N W (p U `° W W � W X n L 0 '4 0 Y Q U L� W > � a� 3 o o-' -0 dJ 0,oC U + a o0 _U o �� U 00 '6 "' O i W a� w \ 0) L�Z Q ^ � o�a 3 o z U N N Lo L� 0� Oz Lo N °00 U (J-) o1 0 W r') N n/ Lo L� Lo N W �% � ` (J-) z 0 W LJ `° W z�< W X n Q Y Q U L� W L� m CD �N _U O Z Z W N W 00 oU�z (� �W W W c� (n N Q U �� 0o Q :D Lj o O 0 �_j °r ^^ `) Q5Q OJ I( Yi li t-l/Jl J 5)I— U LLJ ~ V) (J-) LLJ LJ z�< Q_Q � LLJ O WLLJ D�z LTJ oU�z LLJ U � �0o o z 0 O LLJ m U z LLj LLJ > I O z_ rr n 0 W N_ U) J D H a z O z O J 0 a m 2 F_ n O U W U W OC Q W m a 75 U) 77 W O z c\j 1 r ■ 0 1 PROJ ECT TITLE RIVERTOWN RESIDENTIAL SUITES (##-Unit Apartment Building with Indoor Parking) xxxx,/\,/\ Monticello MN 5xxxx CODE SUMMARY APPLICABLE CODES: 2015 MINNESOTA BUILDING CODE ELK RIVER CITY CODE OCCUPANCY REQUIREMENTS: BUILDING OCCUPANCY CONSTRUCTION TYPE (SPRINKLED) ALLOWABLE AREA (PER FLOOR): BASIC ALLOWABLE R-2 AREA TABLE 503; AREA MODIFICATIONS FrOM SECTION 560; EQUATION 5-1 A = 12,000 + [ 12, 000x.63] + [12,000 x 2] A = 43,560 SF BASIC ALLOWABLE U AREA TABLE 503; AREA MODIFICATIONS FROM SECTION 560; EQUATION 5-1 A = 9,000 + [9,000x.59] + [9,000 x 2] A=32,310 SF ACTUAL AREA: ACTUAL R-2 AREA MAX. ALLOWABLE ACTUAL U AREA MAX. ALLOWABLE RATIO:.41(R-2)+.41 (U) BUILDING RATING: NPFA-13 RENDERING GROUP R-2 & U TYPE V-A 12,000 SF 9,000 SF 10,296 SF (GROUND FLOOR) 17,976 SF (2ND & 3RD FLOOR EA.) 43,560 SF 13,328 SF 32,310 SF =.82<1 { VICINITY MAP .�1 r J . = - A . r j .r +.r -mr- � Ir �• PROJECT TEAM ARCHITECT: DOUGLAS A. MOE 16684 VALE STREET ELK RIVER, MN 55330 STRUCTURAL ENGINEER: DUFFY ENGINEERING AND ASSOCIATES 350 HIGHWAY 10 SOUTH ST. CLOUD, MN 56304 TELEPHONE: (320) 259-6575 CONTACT: RYAN SEAVERT OWNER: RIVERTOWN RESIDENTIAL SUITES DRAWING INDEX GENERAL G0.0 COVER SHEET GO.1 ACCESSIBILITY AND GENERAL REQUIREMENTS G0.2 GENERAL INFORMATION ARCHITECTURAL A1.0 ARCHITECTURAL SITE PLAN A2.0 PARKING LEVEL FLOOR PLAN A2.1 LEVEL 1 FLOOR PLAN A2.2 LEVEL 2-4 FLOOR PLAN A2.3 ROOF PLAN A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS A4.0 BUILDING SECTIONS A4.1 BUILDING SECTIONS A4.2 SECTIONS A6.0 UNIT PLANS A6.1 UNIT PLANS A6.2 UNIT PLANS A7.0 WALL TYPES A8.0 SCHEDULES STRUCTURAL S1 GENERAL NOTES AND SPECIFICATIONS S2 FOUNDATION AND LEVEL 2 FRAMING PLANS S3 LEVEL 3 AND ROOF FRAMING PLAN S4 DETAILS S5 DETAILS CIVIL C1 SITE AND UTILITY PLAN C2 GRADING PLAN AS ■ OL IL woo ■ "0M wow a AOM woo Asia, w ■ ■ LM N O 4) a� o rr C/)w .. Cl) >o LM w� — ■� ♦ii1 O ��' O ��w �H a V A� L zwUO C/)Q�az WO O p� < ocz = o�0CzLL - � � =ww0 O • LU J LU }r t 5 2 0C 0 J a � CL)¢ W 2 � H LL s s 'oFo V ¢ a- < O Q Q Q =LL' LUw LzLU= _a- aF ■ ■ LM N O 4) 05 V M LM Cl) i O LM a 0 — ■� ♦ii1 LM A' 'AEA MEN a H 0 w D U) DRAWING TITLE COVER SHEET I DATE: 04/10/2018 I SCALE AS NOTED n i 0 z W U) z W go J N C0 Cl) L!) Lf) Z O 4) V i O 2 Kt z W 2 IL O J W W 0 z 0 N W a Z DRAWING NUMBER GOOO COPYRIGHT © 2017 F___ n 0 N_ U) J J D H a z 0 z 0 J rr m W 77 n 0 U r) w U r) w rr a Lu m CQ G U) -17 LL I 0 z 't 1 N 1 r . O 1 0 0 M r 0 N a) ACCESSIBILITY REQUIREMENTS \ �j, 0 - CLEAR \ FLOOR SPACE 5-0" SHELVES, GRAB BARS, HOOKS AND DISPENSERS MAY OVERLAP CLEAR SPACE FOR TOILET 5-0" 16"-18" 2'-0" 1'-0" M r M co 1 d/°%131 NOTE: EXCEPT IN DWELLINGS, WALL BASE _ 5" HIGH (MR 1305.1210) 4'-6" °C "' J cl- U co 39"-41 " 1' 0" VERTICAL BAR DISPENSERS MUST BE 1 z BELOW BAR \ Cfl co M . M x \ \ DISPENSERS AREA 3'-4" NO CONTROLS OVER 25" FROM FRONT EDGE MIRROR 25, 2'-7" MAX. MIN. `� CLEAR FLOOR SPACE LIMIT z Q x¢ PROTECT PIPES, _ 31 0 ° 0%1 DRAIN, FITTINGS z \ o o z M 30"x48" CLEM zV N N � FLOOR SPACE\ \� 1'-3" 1'4" INCLUDING TOE AND 1'-3" V-3" 3'-3" MIN. / KNEE SPACE MIN. MIN. 3'-6" MIN, 4'-0" MIN. 10" MAX. - cn C? o L,cr o o MN z W V T � o� W Y O w w J CO J Cc!Lu 0 3: cr=o m cr C-3 ¢ C/)CO 0 � � m ~z o w cr 0 z CI- ¢ cnU¢Oa FOR CLEAR SPACES, =04 STALLS IN A SINGLE -USER BATHROOM, SEE INDIVIDUAL° �� FIXTURE CLEAR FLOOR SPACES FIXTURE DRAWINGS =06 STALLS AND TURNING AND PARKING AREA V m TOTAL STALLS PROVIDED: MAY OVERLAP. LAV MAY OVERLAP SHELVES, GRAB BARS, TURNING CIRCLE IF HOOKS AND DISPENSERS TOE AND KNEE SPACE MAY OVERLAP CLEAR ARE PROVIDED (2) SURFACE STALLS SPACE FOR TOILET GRAB BARS MUST BE INSTF LLED DOOR SWING MAY OVERLAP i U- AREA (PARKING) CLEAR SPACES WHEN 30"x48" DOOR MUST HAVE AP TOTAL 29418 SQ/FT PARKING SPACE' IS PROVIDED CLEAR OF DOOR SWING CLEARANCES AND 32" CLEAR mommin WIDTH OPENING ^U, BATHTUB WITH CLEAR FLOOR SPACE, SEAT, GRAB BARS AND HANDHELD SHOWER HEAD J 3'-0" 1. MAY BE EITHER A 54" CIRCLE OR 5'x 5' TEE WITH 36" LEGS. 2. OBSTRUCTION WITH TOE AND KNEE CLEARANCE MAY ENCROACH AT ONE LOCATION. 3. MAY OVERLAP OTHER CLEAR FLOOR SPACE. 4. DOOR SWING MAY OVERLAP IF 30"x48" PARKING IS PROVIDED. 0 0 M i i 1'-0" 2'-0" 2'-0" JMAXJ MIN. J MAX. 4(_ TWO HORIZ. BAR coz J T� J FOLD -DOWN OR REMO)IAB E S A -i o o z ° ONE HORIZ. BAR co�Qo M M M co z °%1 1 coI C13 co \ M M CONTROLS N CLEAR FLOOR SPAC 5-0" OR LENGTH OF TUB %%131 3'-0" MIN CONTROLS 15" TO 16" SEAT ON .� WALL OPPOSITE CONTROLS x _ q o o axkolkU Z d M�\ co co z ALIGN CLEAR FLOOR 2" MAX. THRESHOLD CLEAR SPACE WITH SHOWER SEAT ON WALL M FLOOR SPACE CONTROL WALL OPPOSITE CONTROLS 17 4'-0" I I 39" - 41 " 54" MIN. GRAB BARS & BLOCKING z 36" MIN. 12" MAX. 42" MIN 24" MI 12" MIN. � 11/2" MIN. � I C M M co 0'3 co 7" 9"I Z Co Co Co r � DISPENSER LOCATION GENERAL REQUIREMENTS PARKING REQUIREMENTS: TOTAL STALLS REQUIRED: (4) STUDIOS UNITS x =04 STALLS (12) 1 BEDROOM UNITS x =12 STALLS (18) 2 BEDROOM UNITS x =18 STALLS (6) 3 BEDROOM UNITS x =06 STALLS (40) TOTAL UNITS V m TOTAL STALLS PROVIDED: (40) INDOOR STALLS (40) SURFACE STALLS ACESSIBLE STALLS PROVIDED: (2) INDOOR STALLS 0 (2) SURFACE STALLS a R2 - AREA (UNITS) 16468 SQ/FT U- AREA (PARKING) 12950 SQ/FT TOTAL 29418 SQ/FT GENERAL ELEVATION NOTES: 1. BRICK VENEER TO HAVE WALL TIES TO SUPPORT NO MORE THAN (2) -TWO SQUARE FEET OF WALL AREA BUT SHALL NOT BE MORE THAN 24" OC. HORIZONTAL. 2. PROVIDE FLASHING AND COUNTER FLASHING AS REQUIRED AT ALL DOORS, WINDOWS AND OTHER PENETRATIONS. 3. INSTALLATION OF EXTERIOR FINISH MATERIAL (IE. SIDING, BRICK) SHALL CONFORM TO CURRENT BUILDING CODE REQUIREMENTS AND THE MANUFACTURERS INSTRUCTIONS. INCLUDE AIR BARRIER AND WEATHER BARRIERS WHERE REQUIRED. 4. WHENEVER POSSIBLE GABLE ROOFS TO BE SET ON TOP OF THE ROOF SHEATHING WITH NO OPENING. GENERAL PLAN NOTES: 1. DIMENSIONS ARE FROM CENTER OF STUD TO CENTER OF STUD OR FACE OF MASONRY UNLESS NOTED ORHERWISE. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. 2. SOME WALLS, WHETHER NOTED OR NOT, MAY NEED WIDER FRAMING TO ACCOMODATE PLUMBING, CONDUIT, OR DUCTWORK VERIFY AND COORDINATE WITH MECHANICAL OR ELECTRICAL CONTRACTOR, AND NOTIFY ARCHITECT OF ANY SUCH CHANGES. 3. DO NOT SCALE THE DRAWINGS, FIGURED DIMENSIONS SHALL BE USED. DIMENSIONS ON THE DRAWINGS ARE SUBJECT TO FIELD VERIFICATION AND MAY NEED TO BE MODIFIED TO SUIT EXISTING CONDITIONS. 4. VERIFY LOCATIOINS OF ANY EQUIPMENT PADS AND/OR FLOOR DRAINS WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 5. ALL WALLS RUN TO DECK, AND ARE TO BE SEALED TOP & BOTTOM EACH SIDE UNLESS NOTED OTHERWISE. 6. SUBSTITUTE WATER RESISTANT GYPSUM BOARD IN ALL WET AREAS (MECHANICAL, ELECTRICAL, CUSTODIAL AND TOILET ROOMS). 7. ALL ROOM DOORS TO BE A MINIMUM OF 2'-10" WIDE. 8. ALL BATHROOMS TO HAVE BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSET, SHOWERS, BATH TILES TOWEL BAR, TOILET PAPER HOLDER. UNIT PLAN GENERAL NOTES: ALL BEDROOM WINDOWS MUST MEET MINIMUM EGRESS REQUIREMENTS. ALL DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" MINIMUM. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MINIMUM AND 48" MAXIMUM ABOVE THE FLOOR. OPERABLE PARTS INCLUDING, BUT NOT LIMITED TO, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, APPLIANCE CONTROLS. OPERABLE HARDWARE FOR WINDOWS, PLUMBING FIXTURE CONTROLS, AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS SHALL COMPLY WITH ALL ACCESSIBILITY CODES. REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS AND SHOWER COMPARTMENTS. CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTERTOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS SHALL BE 40" MINIMUM EXCEPT AT "U" SHAPED KITCHENS WHERE IT SHALL BE 60" MIN. A CLEAR FLOOR SPACE OF 30"x48" SHALL BE CENTERED AT ALL APPLIANCES OR FIXTURES. A WORK SURFACE SHALL BE PROVIDED WITH A MINIMUM OF 30" WIDTH AND 34" IN HEIGHT ABOVE THE FLOOR. THE WORK SURFACE SHALL BE PERMITTED TO BE ADJUSTABLE IN HEIGHT AND HAVE A REMOVABLE CABINET BELOW. ADA UNITS ONLY ALL LAUNDRY ROOMS IN APARTMENT UNITS THAT HAVE PLUMBING AND DUCT WORK ARE REQUIRED TO BE A 2 x 6 WALL IF THERE IS A CONFLICT THIS SECTION OVERRIDES ANY CONFLICT ON PLAN.. ■ w �+IL n • MR 0 OL!+ ■ ■ AOM MOM AV" .OM WOO A&Vnb' w mo 10 o rr �+ cn w .. >0 Z L W D L 0 ��1 0 �cnw V A+ L 21 (1) )o 0 O C� Ir 0 z 0o�Oz 0 U) _ L/) zw 0 ww0 ioc�zJ� �LuOw Q z �+ wm¢w Sall >_ Lu 0~O VQ Lu m<�Q L 0 L ww0w a o a =0-Q ■ ■ LEE U) 0 4) NIMEN EIME+ .MEM V m L N 0 _ +� O � L mommin ^U, Q Q w U) iRAWING TITLE %CCESSIBILITY %ND GENERAL 3EQUIREMENTS TATE: 04/10/2018 GALE AS NOTED n i O z w U) z w 0 co J W N J 13 N M Z 0 .0 i 0 2 T CD N O I% - CD O z W 2 11 O J W W z N W 0 00 1_ W� Rl M N r-- z iRAWING NUMBER GOml COPYRIGHT © 2017 F --- z n 0 N J H Q z O �''[/ \ V z O 0 rr a m U) 2 F --- n O U r) Lu U Lu a Lu m a 75 77 w O z 't 1 N 1 r ■ O 1 �tl Ik Who AWN 40 �w- Ll rqp > i 1 1 4Arumi.. _ . 4L BLACK PIPE RAIL BLACK WINDOW JUMBO RED BRICK / BLACK GROUT P-' TVLj' COLOR PALATTE a "om 9001w ■ ■ L OEMEM a� A� W Ocz EIMER cn w ■ ■ L >0 z w� � i r O ¢?c o O O �cnw V A♦ L ZWUO z Lu 4� O 'jo <z O V ��0z 00 z �:E ULU) �� a) U_ J _ Z LL wwo O ■ 0 J � Q V >-�0 ELL V♦ W <L d ■_ = � wm¢o s >-o�1 a C.) w<=Q L O L ww0w a o a =a_< O o ■ ■ L OEMEM a� cn EIMER r — O V � � O 4� i ■> re�■ T O N d7 O ti 0 z W a O J W W 0 z 0 N W 00 1` Cfl In M N r z RAWING TITLE -INISH SCHEDULE ATE: 07/09/18 CALE AS NOTED RAWING NUMBER G002 COPYRIGHT © 2017 F --- z n 0 w N �/i'� V J H Q z 0 0 z 0 01 _-,t 1 N 1 i T ■ 0 n 0 U 0 w U r) w Q w m Q U) 77 LLI 0 z A3.1 2 A B —� 0 r D.4 oN D 5 co OF �e- 1 2 // 30'-0" / 20'-0" 30'-0" 20'-0" �I 'I 2.9 3 4'-0" 14'-0" X18'-0" X12' - 3" // A4.0 I I I LI�1L F- -1 > - -1> xL � STORAGE x EQUIPMENT I;I I>I Ix I,I I STAIR A>IL y 1 LOBB X x l ELE TORI L 1. 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INTERIOR VAPOR RETARDER ON INSULATED CEILINGS, WALLS AND FLOORS. 2. CONTINUOUS AIR BARRIER AT ALL PLUMBING AND HEATING PENETRATIONS. 3. FIRE STOPS MUST BE INSTALLED TO BLOCK AIR MOVEMENT INTO THE ATTIC. 4. PENETRATIONS IN THE BUILDING ENVELOPE FOR ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT (EXCEPT FOR ELECTRICAL BOXES AND FAN HOUSINGS) MUST BE SEALED TO PREVENT AIR LEAKAGE. 5. WIND WASH BARRIER REQUIRED AT EXTERIOR EDGE OF ATTIC INSULATION. 6. WIND WASH BARRIER REQUIRED AT OVERHANGS, SUCH AS CANTILEVERED FLOORS ANDS BAY WINDOWS. 7. WINDOW AND DOOR FRAMES MUST BE SEALED. 8. ALL EXTERIOR JOINTS THAT MAY BE SOURCES OF AIR INTRUSION MUST BE SEALED. 9. RIM JOIST MUST BE SEALED TO PREVENT AIR LEAKAGE 10. TOP OF INTERIOR PARTITIONS WALLS MUST BE SEALEDTO PREVENT AIR LEAKAGE. 11. ELECTRICAL BOXES AND FANS MUST BE SEALED TO PREVENT AIR LEAKAGE. 12. BETWEEN WALL ASSEMBLIES, RIM JOISTS AND FOUNDATIONS MUST BE SEALED TO PREVENT AIR LEAKAGE. NOTES: 1. ATTIC DRAFT STOPS TO BE ONE LAYER OF 1/2" GYPSUM BOARD ONE SIDE OF WOOD TRUSS WHERE INDICATED. EXTEND TO EDGE OF OVERHANG. 2. PROVIDE ONE LAYER 5/8" TYPE'X' GYPSUM BOARD BEHIND TUB ENCLOSURES. 3. PROVIDE 2x WOOD BLOCKING FOR TOWEL BARS, STAIR RAILINGS AND GRAB BARS. 4. PROVIDE DRAFT STOPS (BY MECH.) WHEN VERTICAL PIPES AND DUCTS PASS THROUGH FLOOR. 5. FLOOR BELOW TUB ENCLOSURES TO RECIEVE GYPSUM TOPPING FOR SOUND AND FIRE RATING. 6. LINEN STORAGE TO BE COMPRISED OF 5 FIXED SHELVES. 7. PROVIDE GYPSUM BOARD EXPANSION JOINTS OVER APARTMENT ENTRY DOORS & AT 50'-0" OC AT CORRIDOR CEILINGS AND STAIRWELL LANDINGS /00, 34' - 0" 24'- 0" r FIRST FLOOR 1 1/8" - V-10" C 24'- 0" 2 /' A3.0 LJ 24'-0" 24' - 0" /' TYP @ ALL W INGWALLS 24'- 0" 10'-0" / /' 1 A3.1 NOTE: 1. Q DENOTES WALLTYPE -SEE SHEET A4.0 FOR WALL TYPES 2. DENQ,TFS !3Q0fR'i'YNE -SEE SHEET spom �A8.0 FOR DOOR SCHEDULE 3. 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M >o Lm w� Lm O <0� <j) 05) O V L Z Lu 0 Q) OQ OQz 0oE�0z :E LUL)i L r0 � cf)_0�zL.L O ■ w w0 � 0 _U Z J � v V >-LLI �Ow Vi LL s s UOFo L00u < L ww0w =a_< Q Q a Q 0 Lu D L n i O z w U) z co w U_ 00 J N M z O 7 T CD N 0) O ti 0 z W a O J W W 0 z C_3 N W 0 W I- (D 0� M N r z DRAWING TITLE ELEVATIONS I DATE: 05/22/18 ISCALE AS NOTED DRAWING NUMBER A3m 1 COPYRIGHT © 2017 N o a� .- v � c� V � � L Q 0 Lu D L n i O z w U) z co w U_ 00 J N M z O 7 T CD N 0) O ti 0 z W a O J W W 0 z C_3 N W 0 W I- (D 0� M N r z DRAWING TITLE ELEVATIONS I DATE: 05/22/18 ISCALE AS NOTED DRAWING NUMBER A3m 1 COPYRIGHT © 2017 928.26 Existing Building / \ 401 \ / Al `� /� / 77 � �� %/ // / // / \ \ x28.60 °., AN i ! / c7 INLET / PRO TEC TION Existing Building/ �,r� A,/ 928.31 v / ° �\ . 92'80 \ �/ 927.81 / 21 FX c / c \p /112 �G8j �� // ° .. 929.00 X3/7 � } � .. ° 928.\\50 �/ 9 / / � // / / � / � 00h� r / // / \ <c, 28 b,��, ./ / Exis tip ° 1 � /r jC SILT SOCK �r /% 930.009 929.50 ROCK 1929.03 CONSTRUCTION , 9 1928.53 d 930.75 ENTRANCE / 4.930.25 / // 927.10 \ o2_ / r 926.60 AIQ 931.50 1 ) / 930.15 929.65 ° ° t� / 930.75-- '_e 30.75--\ 930.80 co / \ \ // 9 930.30 rn 00 930.60 931.00 930.10 930.09 ° ROCK LOG SUITABLE FOR < 929.59 Q CONSTRUCTION TRAFFIC \ rir g 30 Qv cc ° A / I / Fp \ 1 ,�, ° 931.00 PROPOSED 4 -STORY ° APARTMENT BUILDING SILT SOcK / AREA=11, 940 SF 928.00 921.75 / FFE= 931.75 / GFE= 921.75 // ,,,- 92 921. EOF-_ 924. 70 \\off / / 73 / L 0 WES T OPENING -925.70 SILT socK \�� ROCK LOG SUITABLE FOR ° CONSTRUCTION TRAFFIC / s \ 931.15 / // 46 0 Q �/��93 `orb ` 930.65 a \'° `��' x 30 9 /y = \\922 jS6 `9�� 931.00 02�, ° ° -_�\\ / /// ; , �K 930.50 d 93 d / \� \ O.\\\ 931.25122 / % 9 ysp 9j9 j J.-- �/Q 26, 930.60 \ 930.10 \ \ oN \� -Rim= 928.92 F \ \ ' Inv=925.20 INLET \ oti Q�\�40, PROTECTION \ F `930.30 929.80 \ \� �� ° INLET / \ �\ \ PROTECTION / / 19 AN F \\ F s \ `92st 920 9 /7 NOTES: 1. BASE PLAN IS A SURVEY PREPARED BY BOGART, PEDERSON & ASSOCIATES. 2. ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL CONFIRM ALL LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT UTILITY COMPANIES VIA GOPHER STATE ONE -CALL ONLINE OR BY CALLING 811 OR 1-800-252-1166. 3. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RESTRICTIVE OF THE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS OF THE CITY OF MONTICELLO AND THE LATEST EDITION OF MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 4. THE FOLLOWING SEQUENCE AND PROTOCOLS SHALL BE FOLLOWED FOR EROSION AND SEDIMENT CONTROL DURING THE SITE DEVELOPMENT PROCESS: A. INSTALL PERIMETER CONTROLS (SILT FENCE) AS SHOWN ON THE PLANS PRIOR TO START OF WORK. B. NO SOIL STOCKPILES OR CONCRETE WASHOUTS ARE ALLOWED ON THE PROJECT SITE. C. MAINTAIN ALL TEMPORARY EROSION CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH 1/2" OR MORE RAIN EVENT. CLEAN OR MAINTAIN THESE DEVICES AS NEEDED TO BE EFFECTIVE. REPLACE DETERIORATED, DAMAGED OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. D. REMOVE ALL SOILS AND SEDIMENTS DEPOSITED ONTO PUBLIC AND/OR PRIVATE PAVEMENT AREAS WITHIN 24 HOURS. REMOVAL OF TRACKING AND DEPOSITION MATERIALS SHALL BE COMPLETED AT THE END OF EACH WORK DAY OR WHEN IT OCCURS. SWEEPING MAY BE ORDERED AT ANY TIME IF CONDITIONS WARRANT. E. PERFORM SITE REMOVALS, GRADING, EXCAVATION AND EMBANKMENT SEED AND MULCH ALL DISTURBED AREAS OUTSIDE OF PROPOSED PAVEMENT AND BUILDING AREAS WITHIN 72 HOURS OF THIS WORK. F. INSTALL BITUMINOUS PAVEMENT SECTION. FINE GRADE SITE AND RESTORE GREEN AREAS WITH PERMANENT VEGETATION PER LANDSCAPE PLANS. G. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER SITE HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED WITH AT LEAST 70% COVERAGE. GRADING & ECS PLAN N 1 "=20' 0 20' 40' REVIEW PLAN NOT FOR CONSTRUCTION �co o V, �:- o u N N a3EoW� z � � Z Lo N 0)•!L m O c 4 7 C Z N w (o U ° W m m o w Y Q Ld L� W E w J o CD z Z Y LL_ Z i5 0-- Z U 0) W LdL._ Q � ^ v�a�o�� 3 Q w c� w Q w m = ^^ J OJ I( Yi li t-l/Jl _j J �2 H V, �:- o u N N a3EoW� z � � Z Lo N 0)•!L O c -O 5 N O c 4 7 C Z N w (o U ° W W X n L En 0 Y Q Ld L� W E C � J 3 CD �N _U T� ami =00 U 00 i5 0-- Z w 0) W LdL._ Q � ^ v�a�o�� 3 0 z u N N Lo (D M Oz Lo N °00 U� o1 o w r') N LLJ � W LJ z3: Q Q I— ~a_O W W:�ELIL,J D�z oU�z L,Jcf)� 0 C) z 0 o O LLJ m U LLj LL z >_ O SHE -T \0. C2 2 Lo (D Lo N W U� z o w ° W W X n Q Y Q Ld L� W L� m CD �N _U O Z Z WN wco �W W W �C" (n N Q U� >� Q �zc� O _j °r ^^ `) OJ I( Yi li t-l/Jl _j J �2 H LLJ � W LJ z3: Q Q I— ~a_O W W:�ELIL,J D�z oU�z L,Jcf)� 0 C) z 0 o O LLJ m U LLj LL z >_ O SHE -T \0. C2 2 = an m€ $ s $ ViOS3NNIW '03333IlNOW N N S]INbdW00 5001218 � t<sa "6 �x$ � � � ��'> •wa" � NVId AIIIIA NNd LfS S1N3lN1�JVdb' 1332i1S 4�IIFi1 g Y � U �. LS LU Q c ft bi conn _ �oa_ goo 'nsrin4- City Council Agenda — 07/23/2018 EXHIBIT Z Development Stage PUD 213 3rd Street West Lots 1-3, Block 36, Original Plat of Monticello A total of 68 off-street parking stalls is determined to be sufficient to accommodate the proposed 47 dwelling units, based on the type of unit and bedroom count. 2. The applicant should verify the unit count of 47, and revise the project summary unit count and tv )e to reflect this total. 3. The City Council find that the proposed building finish materials meet the intent of the City's PUD requirements for superior design and amenities. 4. Building elevations shall be modified to note that exposed foundation walls are to stamped and stained concrete (poured). The color of the stained concrete shall also be specified. 5. Building elevations and the provided finish schedule be modified (coordinated) such that intended brick and/or cultured stone finishes are accurately depicted. 6. All landscape plantings meet minimum size requirements of the Ordinance (such that minimum quantity requirements are satisfied). 7. The site plan and/or landscape plan be modified to reference the decorative fence extension on the east side of the subject property (to discourage pedestrian cross traffic). 8. Verification that the revised lighting plan for the building and site demonstrates compliance with all City lighting requirements. 9. Submission of signage plan which demonstrates compliance with all City sign requirements. 10. Modifications to the proposed site plan, based on final engineering plans, including grading and drainage details. 11. Detail of any required retaining walls, including the use of materials that complement the building and site planning. 12. Compliance with the terms of the City Engineer's recommendations related to grading, drainage, and utilities in the report dated Julyl8th, 2018. 10 City Council Agenda — 07/23/2018 13. Execution of a Development Agreement including park dedication requirements for the proposed project. 14. Execution of a required pathway easement for any portions of sidewalk outside the right of way. 15. Consideration of comments of other City Staff. 11 City Council Agenda: 11/12/2019 4B. Consideration of adopting new compensation program (Kevstone Job Leveling Svstem) and establishing order of implementation (moving emplovees to nearest step on the new vav system and then avolving percentage increase, as provided in the budget resolution, to the system effective the first pav period beginning in January 2020) (TE,WO,JO). A. REFERENCE AND BACKGROUND: City Council is asked to consider adopting a new compensation program and establish an order of implementation for the City of Monticello. Consideration of adopting the Keystone Job Leveling System including initial point analysis of positions within the plan based on the consultant's recommendation. The city's last compensation study took place in 2007 with implementation occurring in 2008. Since the last compensation study in 2008 the market has changed, positions have been added/removed/repointed within our current system, and Monticello's cost of living increases did not keep up with the market therefore, even though we are currently compliant with the Local Government Pay Equity Act, it seemed appropriate at this time to take a look at our current compensation program and conduct a market study of comparable cities to ensure our evaluation methods are comprehensive and our compensation is competitive with the market. The market study concluded that the city's total payroll is paying 97% of total median payroll for other cities for benchmark jobs. The Monticello salary range is about 8% less than the median for comparable cities. Monticello scale is 8% less than comparable cities but 97% of total payroll for comparative cities because a percentage of Monticello employees are at the top of range as compared to other cities that have higher percentage of employees at lower steps. There are differences among jobs, however, the ratio is considered competitive and falls within the competitive range of 95%-105% of market. The objectives of the recent study conducted by Keystone Compensation Group included the following: 1) Review and update all job descriptions. This step was conducted internally. 2) Review the current job evaluation system and recommend an alternative if necessary. 3) Evaluate city jobs and confirm internal equity. 4) Conduct a competitive market analysis for City's compensation program. 5) Calibrate and align the wage structure with the market and within internal job grades. 6) Evaluate the budget impact from implementing the new salary ranges. Indirect Objectives: 1) Increase the City's ability to retain and attract qualified employees. 2) Ensure the compensation program is in compliance with the Local Government Pay Equity Act. The City Administrator and Human Resources Manager met with consultant, Saado Abboud throughout the study to review objectives, discuss pay strategy, identify City Council Agenda: 11/12/2019 comparable cities. At a council workshop in October the full City Council had the opportunity to review the study results and the consultant's recommendation. In summary the new program design includes: 1) New salary structure based on both internal job evaluation and the market. 2) Range maximums are set at the trendline of the average range maximums for peer group cites. 3) Range minimums are set at 80% of range maximums. 4) The new salary structure has 17 job grades. 5) Step progression from minimum to maximum is close to 3.25%. Al. Budget Impact: The five-year accumulative estimated total cost for implementing the new pay systems is as follows (excludes part-time liquor employees): New Plan - Step Increase Total 101 General Fund $ 645,742 213 EDA $ 31,903 217 DMV $ 115,888 226 MCC $ 153,563 601/602 Water -Sewage $ 12,431 609 - Liquor $ 158,820 Total III $ 1,118,347 Assuming 3% annual wage inflation, the five-year annual estimated cost for the above is as follows: New Plan Increase 3% Inflation Total 101 General Fund $ 698,556 213 EDA $ 34,468 217 DMV $ 124,925 226 MCC $ 165,761 601/602 Water -Sewage $ 13,168 609 - Liquor $ 170,999 Total $ 1,207,877 The above schedules assume the entire current workforce making annual steps through the new pay system. No assumptions were made regarding attrition, promotions, or other progressions or regressions. B1. Staff Workload Impact: Prepare notices for employees, review submitted appeals, create a new set-up on our payroll system, adjust grades and steps within the payroll system for each employee. IMPORTANT: Additional Information Related to this agenda item: ➢ Upon adoption of the plan employees will be provided information related to their position within the new plan. The roll-out to employees will include a process for a job evaluation review if they want to appeal their position's grade assignment within the program. ➢ Placement within the plan is based on 2019 wages. Council will be asked to consider a market adjustment/COLA in December as part of the 2020 budget resolution. 2 City Council Agenda: 11/12/2019 ➢ The consultant's recommendation to consider an equity adjustment for employees who have been in their same or similar position within the City for 10+ years whose initial placement within the new system results in placement below the average median pay for the position (step 6) will not be considered at this time. The Personnel Committee will review the recommendation further at an upcoming meeting and bring back to council for consideration at a later date. ➢ The consultant's recommendation related to the pay range for part-time liquor store clerks will not be considered at this time. The Personnel Committee will review the options and bring back to council for a decision at a later date. ➢ Excludes employees covered by a collective bargaining agreement, which has to be separately negotiated. B. ALTERNATIVE ACTIONS: 1. Motion to approve adoption of new compensation program (Keystone Job Leveling System) and establishing order of implementation (moving employees to nearest step on the new pay system and then applying the percentage increase, as provided in the budget resolution, to the system effective the first pay period in January 2020). 2. Motion to deny adoption of new compensation program (Keystone Job Leveling System) and establishing der of implementation (moving employees to nearest step on the new pay system and then applying the percentage increase, as provided in the budget resolution, to the system effective the first pay period in January 2020). 3. Other C. STAFF RECOMMENDATION: Staff recommends Alternative Action #1 approving adoption of the Keystone Job Leveling System including the initial point analysis of positions within the plan based on the consultant's recommendation. Decision one and the associated actions is very similar to the action taken when the pay scale was updated in 2007 as a result of a similar study. D. SUPPORTING DATA: A. Keystone Job Leveling System Method Summary Sheet B. Keystone Job Leveling System Salary Schedule- 2019 3 Keystone Job Leveling System A Point -Factor Evaluation Method Evaluate jobs to determine their level within your organization, ensure internal equity, and facilitate aligning your overall pay program with the labor market. How It Works Five Evaluation Factors The Keystone Job Leveling System is These factors help measure the work assigned to jobs designed to incorporate the most and the requirements candidates need in order to widely used job evaluation factors to perform the job and deliver business results. establish an internal job hierarchy. 1. Knowledge, Skills & Competence: The The system uses five compensable knowledge and skills gained through formal education, training, and on the job experience factors to assign levels to each job. required for fulfilling the purpose of the job. These levels are then converted into points using a specialized spreadsheet 2. Level of Responsibility/Accountability: The spreadsheet provides an overall The impact of job holder on achieving the objectives of their team, department, business report and can be sorted by level to function, or the whole organization. ensure evaluation results are viewed as fair and credible. 3. Level of Complexity/Mental Effort: Client organizations receive a guide Complexity refers to the variety and diversity of the work assigned to the job, as well as the for this job evaluation system and a complexity of the decisions need to be made to copy of the spreadsheet calculator to deliver expected results. maintain this job evaluation internally. 4. Contacts &Interpersonal Skills: The Once the evaluation process is extent to which the work involves making completed for all the jobs, a regression contacts, communicating, negotiating, or analysis may be used to assist with influencing decision-making with people inside creating salary ranges based on and outside the organization. market data and the internal S. Working Environment: Refers to exposure evaluation points. The regression to extreme temperature, unpleasant analysis enables organizations to conditions, injury, and health hazards; in compare their pay with the market addition, this factor looks at the physical and evaluate the competitiveness of demands that are part of the regular work their overall pay program. The system environment. also facilitates the process of assigning jobs to appropriate grades when KEYSTONE market data are not readily available. C) COMPENSATION GROUP- www.k a ystone co mp.n et City of Monticello Grades 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7,5 8 1001 $29,369.60 1 $29,868.80 $30,326.40 $30,825.60 I $31,304.00 I $31.824.00 I $32,323.20 1 $32,843.20 1 $33,384.00 $33,924.80 1 $34,465.60 $35,027.20 $35,588.80 I $36,150.40 $36,712.00 1101 $34,611.20 1 $35,172.80 $35,734.40 I $36,316.80 $36,899.20 $37,502.40 1 $38,105.60 i $38,708.80 1 $39,332.80 $39,977.60 1 $40,622.40 $41,267.20 $41,932.80 I $42.598.40 $43,264.00 1201 $39,769.60 1 $40,414.40 $41,059.20 $41,724.80 1 $42,390.40 1 $43,076.80 $43,784.00 1 $44,491.20 1 $45,198.40 $45,926.40 1 $46,675.20 $47,424.00 $48,172.80 1 $49,067.20 $49,712.00130 $45,011.20I $45,739.20 $4646720 8 , . , . , . 60 1 , . I$51,147.20 $51,979.20 I $52,811.20 $53,684.80 I $54,537.60I $55,390.40 $56,264.00$,6.140 $50,252.80 $51,064.00 1 $51,896.00 $527280 1 $53,580.80 1 $54,433.60I $55,307.20 1 $56,222.40 $57,116.80 1 $58,032.00 1 $58,968.00 1 $59,924.80 1 $60,881.60 $61,859.20 1 $62,816.00150 1601 $55,494.40 1 $56,388.80 $57,304.00 I $58,219.20 1 $59,155.20 1 $60,112.00 $61,089.60 1 $62,067.20 1 $63.065.60 $64,084.80 1 $65,124.80 1 $66,185.60 1 $67,22560 1 $68,307.20 1 $69,368.00 1601 1701 $60,736.00 $61,713.60 I $62,712.00 1 $63,731.20 1 $64.750.40 1 $65,790.40 1 $66,851.20 $67,932.80 1 $69,035.20 I $70,137.60 1 $71,260.80 $72,425.60 1 $73,590.40 1 $74,755.20 1 $75,920.00 1801 $65,894.40 $71,136.00 $66.955.20 1 1 $68,036.80 1 $69,139.20 + $70.241.60 1 $71,385.60 1 $72,529.60 $73,715.20 1 $74.880.00 1 $76,042.72 $77,313.60 I $78,582.40 1 $79,830.40 $81,099.20 1 $82,368.00 1901 $76,377.60 $72,300.80 1 $77,625.60 1 $73,444.80 1 $74,651.20 I $75,836.80 1 $77,064.00 1 $78,291.20 1 $79,580.80 1 $80,849.60 1 $82,160.00 $83,470.40 1 $84,822.40 1 $86,174.40 I $87,547.20 1 $88,920.00 2001 $81,536.00 1 $82.867.20 1 $78,852.80 1 $84,177.60 1 $80,142.40 1 1 $81,432.00 1 $82,763.20 1 $84,073.60 1 $85,446.40 1 $86,798.40 I $88,212.80 1 $89,627.20 1 $91,083.20 $92,539.20 1 $94,016.00 1 $95,472.00 2101 $86,777.60 1 $88.192.00 1 $89,606.40 $85,550.40 1 1 $86,923.20 1 $88,337.60 1 $89,752.00 $91,208.00 I 1 $92,664.00 $94,161.60 1 $95,680.00 1 $97,24000 $98,779.20 $100,360.00 1 $101,920.00 2201 . $92,019.20 1 $93,516.80 $48.28 1 $91,062.40 1 $92,518.40 1 $94,01600 1 $95,513.60 $97,073.60 1 $98,612.80 1 $100,214.40 1 $101,816.00 1 $103,480.00 1 $105,144.00 I $106,808.00 1 $108,472.00 2301 $97,26080 $98,841.60 $95,014.40 I 1 $96,553.60 $98,092.80 1 $99,694.40 1 $101,296.00 1 $102,939.20 1 $104,582.40 1 $106,204.80 1 $107,972.80 1 $109,740.80 1 $111,488.00 $113,256.00 1 $115,024.00 2401 $102,502.40 I $104.166.40 $100,422.40 1 $102,044.80 1 $103,688.00 1 $105,372.80 I $107,057.60 1 $108,804.80 1 $110,531.20 I $112,340.80 1 $114,129.60 I $115,980.80 $117,832.00 1 $119,704.00 1 $121,576.00 2501 $107.660.80. 1 $109408.00 1 $105,830.40 1 $107,556.80 1 $109,283.20 1 $111,051.20 I $112,819.20 I $114,670.40 1 $116,500.80 $118,393.60 1 $120,286.40 I $122,241.60 $124,196.80 I $126,172.80 1 $128,128.00 260 1 $112,902.40 1 _$111,155.20 1 1 $116,56320 $112.964.80 -I _ _$114,774.40 1 $1_16,646.40_1 $118,497.60 $120,432.00 _I $122,345.60 1 $124.342.40 1 $126,339.20 1 $128,398.40 $130,436.80 I $132,516.80 $134,576.00 J $114,732.80 1 $118,456.00 $120,369.60 1 $122,324.80 1 $124,280.00 1 $126.297.60 1 $128,315.20 1 $130,395.20 1 $132,475.20 1 $134.638.40 1 $136,780.80 1 $138,964.80 I $141.128.00 Grades 1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 6 1001 1101 $14.12 $14.36 1 $14.58 I $14.82 1 $15.05 I $15.30 1 $15.54 I $15.79 $16.05 1 $16.31 1 $16.57 1 $16.84 $17.11 1 $17.38 1 $17.65 1201 $16.64 $19.12 $16.91 $19.43 1 $1718 $17.46 1 $17.74 $18.03 1 $18.32 $18.61 $18.91 1 $19.22 1 $19.53 1 $19.84 $20.16 1 $20.48 1 $20.80 1301 $21.64 I $21.99 1 $1974 1 $22.34 1 $20.06 $22.71 1 $20.38 1 1 $20.71 1 $21.05 1 $21.39 $21.73 1 $22.08 1 $22.44 1 $22.80 $23.16 1 $23.59 1 $23.90 $24.16 $24.55 $24.95 I $25.35 $23.07 $25.76 1 $23.44 $23.82 1 $24.21 $24.59 1 $24.99 $25.39 1 $25.81 $26.221 $26.63 1 $27.05140 $26.68 $27.11 I $27.55 I $27.99 I 1 $26.17 $26.59 1 $27.03 $27.46 1 $27.90 1 $28.35 $28.81 $29.27 I $29.74 1 $30.20150 1601 $29.20 $29.67 $30.15 $30.64 $31.13 I . $31.63 1 $32.14$32.66 . . $30.81 $31.31 I $31.82 1 $32.32 1 $32.84 1 $33.35 1701 $31.68 I $32.19 1 $32.71 1 $33.24 1 $33.77 1 $34.32 1 $34.87 I $35.44 1 $33.19 1 $36.00 1 $33.72 $36.56 $34.26 $34.82 1 $35.38 $35.94 1 $36.50 1801 $34.20 $34.76 $35.31 I $35.89 I $36.46 1 $37.05 1 $37.64 1 $38.26$38.87 1 $39.50 1 $37.17 1 $40.13 1 $37.78 1 $40.78 I $38.38 $41.43 I $38.99 1 $39.60 190 1 200 $36.72 1 $3732 $37.91 $38.53 I $39.15 1 $39.79 1 $40.42 1 $41.08 I $41.73 1 $42.41 1 $43.09 $4379 1 $44.49 1 $42.09 1 $45.20 1 $42.75 $45.90 2101 $39.20 I $41.72 1 $39.84 $42.40 $40.47 1 $43.08 I $41.13 1 1 $41.79 1 $42.47 1 $43.15 1 $43.85 1 $44.55 1 $45.27 1 $46.00 I $46.75 1 $47.49 $48.25 1 $4900 2201 $44.24 I $44.96 $45.68 1 $43.78 1 $46.42 1 $44.48 I $47.16 $45.20 1 $45.92 I $46.67 1 $47.41 1 $48.18 $48.95 I I $49.75 1 $50.55 1 $51.35 $52.15 2301 $46.76 $47.52 $48.28 1 $49.06 I $49.85 1 $47.93 1 $50.66 1 $48.70 $51.47 $49.49 1 $50.28 1 $51.06 $51.91 $52.76 1 $53.60$54.45 I $55.30 240 $49.28 $50.08 $5088 1 $51.71 I $52.54 1 $53.39 1 $54.24 1 $52.31 1 1 $55.13 $53.14 1 $56.01 $54.01 1 $54.87 1 $55.76 1 $56.65 $57.55 $58.45 250 $51.76 I $52.60 1 $53.44 1 $54.31 1 $55.18 $56.08 1 $56.97 1 $57.90 I 1 $5882 1 $56.92 $59.78 1 $57.83 1 $60.74 $58.77 1 $61.73 $59.71 $62.71 1 $60.66 1 $61.60 2601 $54.28 $55.16 1 $56.04 1 $56.95 1 $57.87 I $58.81 1 $59.75 1 $60.72 1 $61.69 1 $62.69 1 $63.69 1 $64.73 1 $65.76 1 1 $63.71$64.70 $66.81 I $67.85 MEMO - DRAFT FOR DISCUSSION To: Central Mississippi River Regional Planning Partnership From: Jamie A. Greene AIA, FAICP i:` Proposed Approach, Regional Land Use Planning and Economic Development Framework This memo has been prepared by Planning NEXT as follow-up to the qualifications submitted on October 18, 2019 and interview conducted on October 23, 2019. It contains requested information regarding the engagement of the consultant team (the Consultant) led by Planning NEXT and including Ninigret Partners to facilitate a Regional Land Use Planning and Economic Development Framework for the Central Mississippi River Region. It is expected that the approach outlined is a starting place for discussion. The memo includes four components: A. Assumptions B. Draft Scope of Work and Deliverables C. Hourly Rates D. Draft Timeline A. Assumptions The Consultant has prepared the scope of work and list of deliverables based on the following assumptions: 1. The Consultant will work collaboratively with the Partnership members, as well as Anne Carroll of Carroll, Franck & Associates (the Process Facilitator), throughout the project. 2. The Liaison Team, consisting of five staff members designated by the Partnership members, will work directly with the consultant on a week -to -week basis to manage the process. 3. The Consultant will participate in all monthly Partnership meetings during the project either in person or virtually, unless mutually determined with the Liaison Team not to be necessary, in order to provide updates on the process and solicit ideas and feedback. 4. The scope of work must be flexible in recognition of the dynamic conditions in the region and to accommodate learning and adaptation over time. Any deviations will be approved in writing. 5. A robust stakeholder and public engagement program will be developed and deployed throughout the region to gather the insights of identified key stakeholders. 6. The Consultant and Process Facilitator will collaborate on the design of public engagement opportunities, but due to the large geographic area community members may be trained to facilitate workshops. 7. The planning effort will leverage previous and current regional planning efforts and will be coordinated with current research, planning and other related activities being conducted by individual communities represented in the Partnership. 8. To keep elected bodies informed about and engaged in the Partnership's work, on a regular basis each Partnership and/or Staff member will make a formal presentation to their respective elected body; gather input, guidance and feedback; and request a vote on a resolution of concurrence. The Consultant will help prepare information for these sessions. Results of the elected body reviews will be reported back to the Partnership and Consultant. 9. The Partnership's website will be the primary hub for online information, but a set of pages may be created, and may need to be separately hosted, to accommodate online tools for engagement. 10. It will be necessary to identify specific Partnership meetings as milestones at which key deliverables will be presented/shared. 11. The project is expected to begin in November 2019 and run through early 2021, with the Partnership members and Consultant jointly ensuring sufficient flexibility to accommodate successful project outcomes. B. Draft Scope of Work and Deliverables Following is a summary of the Consultant's draft scope of work, organized into four components: 1. Preparation 2. Engagement 3. Analysis 4. Framework Development Note: The Engagement component runs concurrently with Phases 3 and 4. See Section D., Draft Timeline, for more information. Component 1: Preparation The Consultant places great emphasis on preparation to create a strong foundation for the complex process. This phase is focused on orienting the Team and Partnership members to the planning process, reviewing existing plans and relevant information and building a solid foundation for stakeholder and public engagement. Following are anticipated tasks. 1.1 Conduct Kick-off Work Session and Tour. The Consultant, Liaison Team, and Process Consultant will organize a Kick-off Work Session and Tour of the project area. The Work Session will have two parts. The first part will be held in conjunction with the Liaison Team to refine the project timeline and key milestones, deliverables, and communication protocols. The second part will be with Partnership members to a) identify the key questions that should be answered through the process, and b) provide insight into the public engagement approach. This work will draw from the exercises that Partnership members participated in with the Process Facilitator in June 2019 to prepare the RFP/Q for this process. The Liaison Team and some Partnership members will lead a tour of important locations in the region to familiarize the Consultant with key opportunities and issues that should be addressed through the Framework. 1.2 Prepare Engagement Design and Implementation Plan. The Consultant will work with the Process Facilitator, Liaison Team, and Partnership members to develop an inclusive plan that identifies the engagement objectives, level of engagement, key stakeholders, phases, and implementation details. 1.3 Review Existing Plans and Relevant Information. The Consultant will review existing and developing documents, reports, studies, and data on relevant local planning and economic development work, and collect additional data from available sources. The Liaison Team will provide this information. 1.4 Create Project Identity. The Consultant will develop a project identity (name, logo and tagline) that will help to interest and engage the public, as well as key messages that will help to consistently brand the work. The project identity will be integrated into the Partnership's existing website and used in print and electronic collateral materials. 1.5 Prepare a Communication and Outreach Plan. The Consultant will work with the Process Consultant and Liaison Team develop a detailed Communication and Outreach Plan. The communication component will outline production schedules for publicity, identify outlets for sharing information, and assigned responsibility. The outreach component will target potential participants in the engagement process based on the stakeholder mapping results. This work will be aligned with the Engagement Design and Implementation Plan to identify demographic, civic, and geographic groups within the region, with special attention to underrepresented stakeholders to ensure there is a solid strategy for respectfully and successfully bringing them into the process. As part of this work, it will be important to develop a strategy for communicating with the public about how this process differs from and relates to recent and current local planning efforts. 1.6 Conduct Other Tasks to be Determined. The Consultant will work with the Liaison Team and Partnership members to determine other tasks that must be completed in order to successfully initiate the planning process. Responsibilities Deliverables Consultant • Prepare agendas for both parts of the • Refined timeline / milestones Kick-off Work Session • Project identity (name, logo • Review plans and relevant information and tagline) • Draft project identity for review, and • Engagement Design and adjust based on Partnership member Implementation Plan and comments Communication and Outreach • In collaboration with Process Consultant Plan (in collaboration with and Liaison Team, prepare Engagement Process Facilitator) Design and Implementation Plan and • Supporting materials for Communication and Outreach Plan, and Partnership meetings, as adjust based on Partnership member needed (presentations, comments handouts, etc.) Process Facilitator • Co -design and deliver with Consultant • Meeting agendas for Kick-off and Liaison Team the engagement Work Session and Partnership component of the Kick-off Workshop meetings • In collaboration with Liaison Team and • Engagement Design and Consultant, prepare Engagement Design Implementation Plan and and Implementation Plan, and Communication and Outreach Communication and Outreach Plan and Plan (in collaboration with adjust over time as needs change Consultant) • Integrate agenda items pertaining to the framework development process into Partnership meeting agendas (in collaboration with Consultant) Liaison Team • Design and lead tour of region; handle all • Tour planning, itinerary, logistics leadership • Provide existing plans, studies and data to Consultant Partnership • Provide input on and review of project • Feedback on project identity members identity • Feedback on Engagement • Actively participate in the regional tour Design and Implementation • Provide input on and review of Plan and Communication and Engagement Design and Implementation Outreach Plan Plan and Communication and Outreach Plan Component 2: Engagement The focus of the engagement effort (which runs concurrently with other phases) is to ensure that stakeholders in the Partner communities and others throughout the region who want to participate in the process have the opportunity to do so. The stakeholder and public engagement approach will be reflected in the Engagement Design and Implementation Plan and developed in coordination with the Process Facilitator to ensure that work is complementary and efficiently managed. Partnership staff and members will have important responsibilities for conducting engagement, with substantial support from the Consultant, Process Facilitator, and other Partner entities. Following are anticipated tasks. 2.1 Facilitate Stakeholder and Public Contributions. The Consultant believes that multiple, iterative rounds of public engagement, which build off of each other, are the most effective way of acquiring meaningful input to guide the planning work. The engagement should both inform and be informed by the technical analysis. A variety of in-person and online formats and techniques will be used, with specifics jointly determined with the Liaison Team and Process Facilitator and documented in the working Engagement Design and Implementation Plan. It is anticipated that the Consultant will collaborate with the Process Facilitator and Partnership staff to manage outreach and publicity, prepare materials, facilitate engagement, and document results. While the specifics of the engagement approach will be documented in the Engagement Design and Implementation Plan, following is the anticipated three -round engagement approach. 2.1.1 Conduct Engagement Round 1. The first phase of engagement will occur near the beginning of the planning process after analysis of existing conditions and trends research has been completed. (See Task 3.1, Prepare Baseline Conditions and Trends Report.) The purpose of Round 1 is to generate big picture ideas about the future of the region through interactive, open-ended activities. Examples of appropriate techniques are a series of brainstorming sessions throughout the region targeting stakeholders, a set of larger public workshops, or a combination. The number of meetings and days "on the ground" for the Consultant will be mutually determined in consultation with the Liaison Team at least 45 days in advance of the first engagement opportunity in this round. In all cases, the Consultant will be the lead on developing materials and will be supported by the Process Facilitator and Liaison Team to provide implementation training and support as needed. In this and all phases, participant information/demographics will be tracked to routinely assess participation relative to demographics in the region. Robust and equivalent online opportunities will be provided, and information and the opportunity for stakeholders to contribute will be posted on the project website and broadly promoted. 2.1.2 Conduct Engagement Round 2. This phase occurs once the technical analysis is nearly complete and preliminary ideas for focus areas and recommendations have been developed. It will be used to test key concepts and specific actions for possible inclusion in the Framework. The form and design of the engagement opportunities will be jointly finalized based on specific content and to ensure key stakeholders are inclusively engaged. Possible formats and techniques for this phase include a series of open -call workshops at which participants will share their thoughts through a combination of activities (e.g., keypad polling to rate or rank ideas, map -based exercises to comment on land use or development concepts, small group discussion around critical issues, etc.). The number of meetings and days "on the ground" for the Consultant will be mutually determined in consultation with the Liaison Team at least 45 days in advance of the first engagement opportunity in this round. Robust and equivalent online opportunities will be provided, and information and the opportunity for stakeholders to contribute will be posted on the project website and broadly promoted. 2.1.3 Conduct Engagement Round 3. The third phase will occur near the end of the planning process to share and gather a final set of feedback from stakeholders on draft framework elements, including key findings and recommendations. Implementation details will be jointly finalized based on specific content and to ensure key stakeholders are being engaged. Possible formats and techniques include public sessions with a brief presentation, and straightforward opportunities for participants to help prioritize action items and weigh in on implementation strategies such as through a questionnaire, using dots/stickers, or similar. The Consultant will be the lead on the first major engagement for this round, and then with support from the Process Consultant and Liaison Team prepare materials and guidance for this as a "road show" run by staff for stakeholders throughout the region. The number of meetings and days "on the ground" for the Consultant will be mutually determined in consultation with the Liaison Team at least 45 days in advance of the first engagement opportunity in this round. Robust and equivalent online opportunities will be provided, and information and the opportunity for stakeholders to contribute will be posted on the project website and broadly promoted. 2.2 Conduct Other Tasks to be Determined. The Consultant will work with the Liaison Team and Partnership members to determine other tasks that must be completed in order to successfully conduct engagement to support the process. Responsibilities Deliverables Consultant • In collaboration with the Process • Materials to support Facilitator, create outreach and engagement to be publicity collateral, prepare materials determined 0 Facilitate engagement for which the 0 Outreach and publicity Consultant is responsible, and support staff/Partnership member -led engagements • Prepare documentation for engagement for which Consultant is responsible; make database for "raw" input available to others managing workshops • Gather and compile all engagement results as the project progresses and prepare compilations for posting on the project website • Prepare summaries/analyses as the project progresses, for posting on the project website Process • In collaboration with the Consultant, Facilitator create outreach and publicity collateral, prepare materials, facilitate meetings and document results for all three rounds of public engagement. • Coordinate scheduling and logistics for engagement events • Facilitate involvement of volunteer facilitators in engagement materials • Engagement materials • Session/facilitation guidelines and or training • Online engagement setup and administration • Ongoing and final compilations for assessment and posting • Ongoing and final analyses for guidance and posting • Materials to support engagement to be determined Liaison Team • Help coordinate outreach for face-to-face • Supporting materials for outreach and online engagement (with support for the engagement process to be and materials from Consultant and determined Process Facilitator) • Lead local sessions with Partner staff and other community partners • Lead "roadshow" sessions Partnership • Provide local leadership for outreach to • Supporting materials for outreach members support face-to-face and online for the engagement process to be engagement, and actively participate in determined local sessions (with support and materials from Consultant and Process Facilitator) Component 3: Analysis This phase includes data collection and analysis of existing conditions, opportunities, and challenges. Following are anticipated tasks. 3.1 Prepare Baseline Conditions and Trends Report. The Consultant will develop documentation of regional conditions and trends through a summary report that uses concise text and graphics to clearly present data. This will likely be focused around the themes of people (demographic data), place (information about the physical environment in the study area and growth trends in the St. Cloud and Twin Cities Metropolitan areas), and prosperity (economic and industry level trends and workforce analysis). This will include working with the Liaison Team to identify, understand, and incorporate existing data and information from relevant planning documents, including comprehensive plans. Some data may only be available at the county scale; for this reason, some analysis may be conducted for Sherburne and Wright counties as a proxy for the planning area. 3.2 Conduct Growth Management and Land Use Analysis. The Consultant will assess existing plans and data, as well as stakeholder contributions, to develop an understanding of current land use policies and zoning for each jurisdiction and create a composite picture of growth management and land use opportunities. The analysis will focus on quality of place, as well as determining the capacity for growth and compatibility of various plans. Based on current zoning, the Consultant will assess how much land is developed by use class, how much could be developed, and where by use class, and compare this to market projections. The analysis will integrate a range of regional considerations, including but not limited to the continued health of commercial and industrial land uses, urban and suburban development, the Mississippi River as a natural resource to be enhanced, high-level concepts for energy plant re -use (but not detailed site plans), road infrastructure, and utilities (water, sanitary sewer, water treatment, telecommunications). The Consultant will examine the extent to which there is alignment or misalignment between partners, to identify potential policies, programs or projects that could advance shared goals pertaining to growth within and fiscal health of the region This work could involve creation of growth scenarios focused on growth management and land use planning to support the region's future quality of life. 3.3 Conduct Economic Analysis. The Consultant will present potential options for how to approach the economic analysis to Partnership members to focus to define the approach in more detail and deepen the conversation and will solicit feedback. Pending input from Partnership members, it is anticipated that the approach to economic analysis will include creation of a map of the economic development ecosystem to show the role and relationships between various actors in the economic development system. A land and real estate assessment would then be conducted through which present land use will be mapped across the region to understand the location, zoning, quantity and physical scale of various land uses. The economic analysis and the land and real estate assessment will be combined to provide a development capacity analysis that identifies what types of economic activity the region can support based upon the industries and economic activity taking place. Energy plant decommissioning will be addressed through an assessment of impact and potential actions that could be taken to compensate for losses. In addition to consultation with Partnership members, a brainstorming workshop with key economic development staff could be organized to specifically focus on the areas of analysis described above, and to help shape the relevant components of the framework. 3.4 Conduct Other Tasks to be Determined. The Consultant will work with the Liaison Team and Partnership members to determine other tasks that must be completed in order to successfully complete the analysis. Responsibilities Consultant • Conduct land use, economic and other key analysis • Prepare reports documenting findings as identified in list of deliverables Process Facilitator • Facilitate Partnership member review of materials Liaison Team • Provide input, data and direction for analysis Partnership • Review and comment on draft deliverables members Deliverables • Baseline conditions and trends report • Growth management and land use opportunities assessment • Economic development program map • Land and real estate assessment • Development capacity analysis • Draft deliverables feedback Component 4: Framework Development This phase will include the development of the elements of the draft and final framework as well as an implementation strategy. Following are key anticipated tasks. 4.1 Establish Goals, Policies and Priorities. The Consultant will work collaboratively with the Partnership to develop a unified set of goals, policies, and priorities for the framework. This effort will integrate community character/land use, economic analysis, and other technical work into a coherent structure. 4.2 Create Draft and Final Framework. The Consultant will develop the organization and structure of the framework document in consultation with the Liaison Team and the Partnership members, and prepare an outline for review and approval. Following this, the draft document will be created for review with a specific objective of incorporating key technical analysis and recommendations and ensuring that it is accessible and user friendly. Final documents will be prepared by the Consultant. 4.3 Prepare Action Plan. The action plan is an implementation strategy that will recognize the unique nature of the Partnership and address the challenges and opportunities this presents. Specifically, mechanisms through which Partnership members can work together to implement short-, medium-, and long-term projects will be addressed. Priorities, timeframes, and responsibilities will be summarized into a matrix that can also be used to track implementation efforts. 4.4 Present Final Framework and Action Plan. The Consultant will coordinate with the Partnership to organize and deliver a joint public presentation of the final framework and action plan. This may include an overview of the planning process, summary of key recommendations and overview of next steps specified in the action plan. 4.5 Conduct Other Tasks to be Determined. The Consultant will work with the Liaison Team and Partnership members to determine other tasks that must be completed in order to successfully complete the framework document. Responsibilities Consultant • Prepare draft and final framework documents • Prepare action plan (may be integrated into the final framework document) Process Facilitator • Facilitate Partnership member review of draft framework and action plan Liaison Team • Advise on structure, format and content of framework and action plan Partnership • Review and comment on draft members framework and action plan Deliverables • Draft framework document • Final framework document • Action plan (may be integrated into final framework document) • Final presentation materials • Draft framework and action plan feedback 'OT co'. �'RI R 5 04Fti Monticello Monthly Report 2019 Incident Start Date/Time Initial Call 911 Abandoned Total: 6 10/03/19 14:03 911 Abandoned 10/06/19 23:40 911 Abandoned 10/13/19 14:44 911 Abandoned 10/14/19 14:45 911 Abandoned 10/28/19 09:25 911 Abandoned 10/29/19 14:00 911 Abandoned Wright County Sheriff's Office Sheriff Sean Deringer 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 CFS # 2019083954 2019085023 2019086929 2019087198 2019091266 2019091615 Final Incident QPpFE55I0NA�rS Printed on November 6, 2 Case Number Codes How Reported 911ABANDON 911ABANDON 911 ABANDON 911ABANDON 911ABANDON 911 ABANDON 911 Abandoned; Criminal Damage to Property Total: 1 10/09/19 20:10 911 Abandoned; 2019085947 Court Order Violation WP19032716 911 911ABANDON; CDP 911 Hang-up Total: 26 10/01/19 07:16 911 Hang-up 2019083334 911 HAN911 GUP 10/01/1913:32 911 Hang-up 2019083427 911 HAN911 GUP 10/03/19 20:44 911 Hang-up 2019084074 911 HAN911 GUP 10/03/19 22:29 911 Hang-up 2019084099 911 HAN911 GUP 10/05/19 12:11 911 Hang-up 2019084538 911 HAN911 GUP 10/05/19 18:08 911 Hang-up 2019084620 911 HAN911 GUP 10/07/19 19:34 911 Hang-up 2019085272 911 HAN911 GUP 10/08/19 10:10 911 Hang-up 2019085438 911 HAN911 GUP 10/08/19 19:02 911 Hang-up 2019085591 911 911 HANGUP 10/08/19 23:02 911 Hang-up 2019085655 911 HAN911 GUP 10/09/19 15:32 911 Hang-up 2019085855 911 HAN911 GUP 10/12/19 20:39 911 Hang-up 2019086754 911 911 HANGUP 10/13/19 14:52 911 Hang-up 2019086932 911 HAN911 GUP 10/15/19 10:29 911 Hang-up 2019087395 911 HAN911 GUP 10/16/19 17:38 911 Hang-up 2019087815 911 911 HANGUP 10/17/19 20:44 911 Hang-up 2019088162 911 HAN911 GUP 10/21/19 20:04 911 Hang-up 2019089320 911 HAN911 GUP 10/23/19 10:58 911 Hang-up 2019089756 911 HAN911 GUP ZU=RCHER Page 1 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/24/19 17:17 911 Hang-up 2019090204 911 Open Line 2019084193 10/04/19 19:18 911 Open Line 911 HAN911 GUP 10/25/19 23:50 911 Hang-up 2019090666 10/05/19 14:05 911 Open Line 2019084570 10/05/19 14:24 911 HAN911 GUP 10/29/19 13:17 911 Hang-up 2019091603 2019084602 10/05/19 18:10 911 Open Line 2019084621 911 HAN911 GUP 10/29/19 13:27 911 Hang-up 2019091605 911 Open Line 2019085175 10/07/19 14:54 911 Open Line 911 HAN911 GUP 10/29/19 13:54 911 Hang-up 2019091612 10/08/19 03:45 911 Open Line 2019085358 10/08/19 13:39 911 HAN911 GUP 10/29/19 14:04 911 Hang-up 2019091616 2019085529 10/09/19 20:51 911 Open Line 2019085961 911 HAN911 GUP 10/29/19 14:12 911 Hang-up 2019091617 911 Open Line 2019086130 10/10/19 17:04 911 Open Line 911 HAN911 GUP 10/30/19 13:34 911 Hang-up 2019091894 911 HAN911 GUP 911 Hang-up; Burglary Total: 1 10/09/19 23:40 911 Hang-up; Burglary 2019085994 911 Hang-up 911 Open Line Total: 56 10/02/19 05:26 911 Open Line 2019083587 10/02/19 20:13 911 Open Line 2019083785 10/04/19 09:36 911 Open Line 2019084193 10/04/19 19:18 911 Open Line 2019084370 10/05/19 10:33 911 Open Line 2019084522 10/05/19 14:05 911 Open Line 2019084570 10/05/19 14:24 911 Open Line 2019084572 10/05/19 16:55 911 Open Line 2019084602 10/05/19 18:10 911 Open Line 2019084621 10/05/19 23:10 911 Open Line 2019084734 10/07/19 14:45 911 Open Line 2019085175 10/07/19 14:54 911 Open Line 2019085178 10/07/19 15:30 911 Open Line 2019085191 10/08/19 03:45 911 Open Line 2019085358 10/08/19 13:39 911 Open Line 2019085481 10/08/19 16:11 911 Open Line 2019085529 10/09/19 20:51 911 Open Line 2019085961 10/10/19 05:08 911 Open Line 2019086017 10/10/19 16:08 911 Open Line 2019086130 10/10/19 17:04 911 Open Line 2019086147 10/11/19 11:57 911 Open Line 2019086339 Domestic Disturbance WP19032730 911 911 HANGUP; BURG 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 WP19032213 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 911OPEN11 ZUERCHER Page 2 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes Reported 10/11/19 19:14 911 Open Line 2019086451 ggHow 911OPEN11 10/11/19 20:34 911 Open Line 2019086475 911 911 OPEN 10/14/19 10:43 911 Open Line 2019087146 911 911OPEN 10/15/19 13:14 911 Open Line 2019087458 911OPEN11 10/15/19 17:38 911 Open Line 2019087529 911 911 OPEN 10/15/19 20:30 911 Open Line 2019087575 911 911 OPEN 10/17/19 18:12 911 Open Line 2019088124 g 911OPEN11 10/19/19 12:42 911 Open Line 2019088670 911 911 OPEN 10/19/19 14:42 911 Open Line 2019088704 911 911OPEN 10/20/19 14:59 911 Open Line 2019089011 911OPEN11 10/22/19 16:01 911 Open Line 2019089530 911 911 OPEN 10/23/19 23:00 911 Open Line 2019089988 911 911 OPEN 10/25/19 07:14 911 Open Line 2019090355 g 911 OPEN11 10/25/19 16:52 911 Open Line 2019090531 911 911 OPEN 10/26/19 10:43 911 Open Line 2019090734 911 911OPEN 10/26/19 12:17 911 Open Line 2019090758 911OPEN11 10/26/19 18:54 911 Open Line 2019090868 911 911 OPEN 10/26/19 22:26 911 Open Line 2019090925 911 911 OPEN 10/27/19 15:22 911 Open Line 2019091082 g 911OPEN11 10/27/19 18:16 911 Open Line 2019091129 911 911 OPEN 10/28/19 12:17 911 Open Line 2019091306 911 911OPEN 10/28/19 13:31 911 Open Line 2019091322 911OPEN11 10/28/19 15:56 911 Open Line 2019091368 911 911 OPEN 10/28/19 17:10 911 Open Line 2019091397 911 911OPEN 10/28/19 17:17 911 Open Line 2019091398 911OPEN11 10/28/19 17:18 911 Open Line 2019091399 911 911 OPEN 10/29/19 14:22 911 Open Line 2019091622 911 911OPEN 10/29/19 15:11 911 Open Line 2019091632 911OPEN11 10/29/19 15:24 911 Open Line 2019091637 911 911 OPEN 10/29/19 19:00 911 Open Line 2019091707 911 911OPEN 10/30/19 11:00 911 Open Line 2019091868 911OPEN11 10/30/19 15:00 911 Open Line 2019091914 911 911 OPEN 10/30/19 23:42 911 Open Line 2019092033 11 911 OPEN ZUERCHER Page 3 of 36 Incident Start Date/Time Initial Call 10/31/19 12:24 911 Open Line 10/31/19 17:00 911 Open Line Abandoned Vehicle Total: 1 10/14/19 17:17 Abandoned Vehicle Abuse Total: 2 10/14/1919:59 Abuse 10/30/19 22:57 Abuse Agency Assist Total: 2 10/18/19 14:58 Agency Assist 10/19/19 20:55 Agency Assist Alarm Total: 7 10/08/19 10:10 10/08/19 20:14 10/09/19 14:02 10/09/19 14:02 10/10/19 20:36 10/19/19 01:17 10/26/19 06:55 Animal Total: 5 CFS # Final Incident Case Number Codes ggHow Reported 2019092123 911 OPEN11 2019092201 11 911 OPEN 2019087246 Parking 2019087303 Abuse 2019092027 Abuse 2019088380 Agency Assist 2019088825 Agency Assist WP19033210 Phone ABAND WP19033224 ABUSE Phone WP19035066 ABUSE Phone WP19033660 AGASSISTone WP19033812 AGASSISTne Alarm 2019085439 Alarm WSRO190325 10/11/19 21:59 Animal 10/18/1917:39 Animal ALARM Animal Alarm 2019085611 Alarm WP19032586 911 ALARM Alarm 2019085820 Alarm WSRO190326 ALARM Alarm 2019085821 Alarm WSRO190326 ALARM Alarm 2019086203 Alarm WP19032836 911 ALARM Alarm 2019088587 Alarm WP19033722 Phone ALARM Alarm 2019090706 Alarm WP19034557 911 ALARM 10/03/1919:38 Animal 10/09/1916:28 Animal 10/11/19 21:59 Animal 10/18/1917:39 Animal 10/31/19 03:35 Animal Animal - Abuse Total: 1 10/27/19 16:37 Animal - Abuse 2019084050 Animal 2019085870 Animal 2019086497 Animal 2019088443 Animal 2019092051 2019091107 Animal - Abuse Animal - Barking Dog Total: 2 10/19/19 12:48 Animal - Barking Dog 2019088671 Animal - Barking Dog 10/26/19 14:38 Animal - Barking Dog 2019090803 Animal - Barking Dog Animal - Bites - Attacks Total: 1 10/29/19 19:28 Animal - Bites - Attacks 2019091717 Animal WP19032023 Phone ANIMAL WP19032691 Phone ANIMAL WP19032938 Phone ANIMAL WP19033682 Phone ANIMAL ANIMALPhone WP19034711 Phone ANABUSE WP19033759 ANBARKhone WP19034590 ANBARKhone WP19034930 Phone ANBITE ZU=RCHER Page 4 of 36 Incident Start Date/Time Initial Call Assault Total: 2 10/01/19 21:45 Assault 10/30/1915:58 Assault Burglary Total: 2 10/14/1919:41 Burglary 10/16/19 07:50 Burglary Check Welfare Total: 18 10/02/19 20:51 Check Welfare 10/05/19 22:42 Check Welfare 10/06/19 21:10 Check Welfare 10/10/19 09:27 Check Welfare 10/12/19 21:56 Check Welfare 10/14/19 09:43 Check Welfare 10/14/19 11:26 Check Welfare 10/20/19 13:47 Check Welfare 10/22/19 11:48 Check Welfare 10/23/19 18:06 Check Welfare 10/25/19 12:58 Check Welfare 10/25/19 15:06 Check Welfare 10/25/19 18:33 Check Welfare 10/28/19 11:08 Check Welfare 10/28/19 21:25 Check Welfare 10/31/19 08:41 Check Welfare 10/31/19 10:34 Check Welfare 10/31/19 19:48 Check Welfare Citizen Aid Total: 9 10/02/19 08:41 Citizen Aid 10/02/19 10:49 Citizen Aid 10/03/19 14:30 Citizen Aid 10/08/19 12:07 Citizen Aid 10/13/19 18:02 Citizen Aid 10/13/19 20:16 Citizen Aid CFS # Final Incident 2019083537 Assault 2019091937 Assault 2019087297 2019087661 2019083790 2019084728 2019084987 2019086052 2019086777 2019087131 2019087153 2019088994 2019089469 2019089892 2019090460 2019090505 2019090562 2019091279 2019091470 2019092076 2019092099 2019092250 2019083621 2019083648 2019083962 2019085463 2019086985 2019087018 Residential Burglary Burglary Check Welfare Suicidal - Attempt - Threat Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Check Welfare Citizen Aid Citizen Aid Civil Complaint Medical - Psychiatric - Citizen Aid Citizen Aid Case Number Codes How Reported WP19031803 ASSAU Phone WP19035022 ASSAU PThone WP19033221 911 BURG WP19033378 BURG Phone WP19031906 911 CHKWEpPFone WP19032246 h CHKWELFone WP19032357 one WP19031987 CHKWELF WP19032760 CITAID CHKWEPPFone WP19033038 h CHKWELFone WP19033178 one CITAID CHKWELF WP19033188 Officer CHKWEPPFone WP19033898 h CHKWELFone WP19034103 I 911 CHKWELF WP19034265 one CHKWELF WP19034468 CHKWEDone WP19034490 hone CHKWELF WP19034517 CHKWEPPFone WP19034775 h CHKWELFone WP19034845 one CHKWELF WP19035085 11 CHKWELF WP19035104 CHKWELFone WP19035175 one CHKWELF WP19031831 911 CITAID WSRO190318481TAID 911 WP19031987 Phone CITAID WP19032528 Phone CITAID WP19033134 Officer CITAID WP19033123 911 CITAID ZUERCHER Page 5 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/17/19 01:27 Citizen Aid 2019087911 Citizen Aid WP19033492 Phone CITAID 10/18/19 20:56 Citizen Aid 2019088514 Citizen Aid WP19033707 Phone CITAID 10/20/19 13:47 Citizen Aid 2019088995 Citizen Aid WP19033899 Phone CITAID Civil Complaint Total: 14 10/04/19 18:24 Civil Complaint 2019084355 Civil Complaint WP19032137 Phone CIVPROC 10/01/19 08:42 Civil Process 2019083355 Officer CIV 10/05/19 10:30 Civil Complaint 2019084521 Civil Complaint WP19032184 Phone CIVPR02pfficer 10/03/19 13:47 Civil Process CIV 10/05/19 11:03 Civil Complaint 2019084527 Civil Complaint WP19032186 Civil Process Phone Officer CIVPROC CIV Civil Process 10/05/19 15:23 Civil Complaint 2019084583 Civil Complaint WP19032203 CIVPR02pfficer Phone Civil Process 2019085151 CIV CIVPROCfficer 10/05/19 17:03 Civil Complaint 2019084603 Civil Complaint WP19032212 Phone CIVPROC 10/09/19 10:00 Civil Process 2019085748 CIV 10/06/19 11:41 Civil Complaint 2019084843 Disorderly WP19032295 Phone CIVPROCfficer 10/09/19 17:21 Civil Process CIV Officer 10/08/19 15:24 Civil Complaint 2019085513 Civil Complaint WP19032552 Civil Process Phone CIVPROQpfficer CIV Civil Process 10/09/19 09:28 Civil Complaint 2019085743 Civil Complaint WP19032626 CIVPROCfficer Phone CIV 10/10/19 10:41 Civil Complaint 2019086069 Civil Complaint WP19032765 Phone CIV 10/12/19 11:53 Civil Complaint 2019086630 Civil Complaint WP19032990 Phone CIV 10/16/19 15:55 Civil Complaint 2019087787 Suspicious - Circumstances WP19033442 911 CIV 10/17/19 20:58 Civil Complaint 2019088167 Civil Complaint WP19033578 Phone CIV 10/19/19 11:14 Civil Complaint 2019088645 Civil Child Custody WP19033750 Phone CIV 10/25/19 16:51 Civil Complaint 2019090530 Civil Complaint WP19034503 Phone CIV Civil Process Total: 54 10/01/19 08:31 Civil Process 2019083352 Officer CIVPROC 10/01/19 08:42 Civil Process 2019083355 Officer CIVPROC 10/01/19 08:55 Civil Process 2019083358 CIVPR02pfficer 10/03/19 13:47 Civil Process 2019083951 CIVPROCfficer 10/07/19 08:53 Civil Process 2019085077 Officer CIVPROC 10/07/19 12:24 Civil Process 2019085139 CIVPR02pfficer 10/07/19 13:01 Civil Process 2019085151 CIVPROCfficer 10/08/19 08:35 Civil Process 2019085414 Officer CIVPROC 10/09/19 10:00 Civil Process 2019085748 CIVPR02pfficer 10/09/19 16:49 Civil Process 2019085876 CIVPROCfficer 10/09/19 17:21 Civil Process 2019085886 Officer CIVPROC 10/10/19 08:50 Civil Process 2019086042 CIVPROQpfficer 10/11/19 09:08 Civil Process 2019086300 CIVPROCfficer ZUERCHER Page 6 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/14/19 13:24 Civil Process 2019087184 CIVPROQpfficer 10/14/19 13:56 Civil Process 2019087190 CIVPROCfficer 10/14/19 14:11 Civil Process 2019087193 Officer CIVPROC 10/14/19 15:58 Civil Process 2019087222 CIVPROQpfficer 10/16/19 08:27 Civil Process 2019087665 CIVPROCfficer 10/17/19 09:48 Civil Process 2019087971 Officer CIVPROC 10/17/19 14:51 Civil Process 2019088064 CIVPROQpfficer 10/17/19 15:29 Civil Process 2019088075 fficer CIVPROC 10/17/19 16:09 Civil Process 2019088087 Officer CIVPROC 10/22/19 09:01 Civil Process 2019089417 CIVPR02pfficer 10/22/19 09:28 Civil Process 2019089426 fficer CIVPROC 10/22/19 09:38 Civil Process 2019089432 CIVPROC 10/22/19 09:55 Civil Process 2019089435 CIVPR02pfficer 10/22/19 10:09 Civil Process 2019089439 fficer CIVPROC 10/22/19 14:19 Civil Process 2019089504 Warrant - Arrest WCVL19034125 Officer CIVPROC 10/22/19 15:01 Civil Process 2019089516 CIVPROC 10/22/19 19:38 Civil Process 2019089614 CIVPROC 10/23/19 09:45 Civil Process 2019089737 Officer CIVPROC 10/23/19 09:58 Civil Process 2019089741 CIVPR02pfficer 10/23/19 15:48 Civil Process 2019089847 fficer CIVPROC 10/23/19 15:56 Civil Process 2019089850 Officer CIVPROC 10/24/19 15:04 Civil Process 2019090162 CIVPR02pfficer 10/24/19 15:21 Civil Process 2019090170 fficer CIVPROC 10/24/19 15:46 Civil Process 2019090175 Officer CIVPROC 10/24/19 16:00 Civil Process 2019090179 CIVPR02pfficer 10/24/19 17:12 Civil Process 2019090201 fficer CIVPROC 10/24/19 20:39 Civil Process 2019090269 CIVPROC 10/25/19 11:57 Civil Process 2019090434 CIVPROCppfficer 10/25/19 12:09 Civil Process 2019090438 Officer CIVPROC 10/28/19 08:39 Civil Process 2019091252 Officer CIVPROC 10/28/19 08:58 Civil Process 2019091257 CIVPR02pfficer 10/28/19 10:34 Civil Process 2019091275 fficer CIVPROC 10/29/19 15:29 Civil Process 2019091638 Officer CIVPROC ZUERCHER Page 7 of 36 Incident Start Date/Time Initial Call CFS # 10/29/19 15:51 Civil Process 2019091648 10/29/19 17:41 Civil Process 2019091679 10/29/19 18:11 Civil Process 2019091689 10/29/19 18:13 Civil Process 2019091691 10/29/19 20:14 Civil Process 2019091721 10/31/19 13:44 Civil Process 2019092142 10/31/19 14:51 Civil Process 2019092158 10/31/19 15:15 Civil Process 2019092169 Civil Process; Phone Call Total: 1 10/08/19 23:49 Civil Process; Phone 2019085667 Commercial Fire Alarm Total: 3 10/11/19 00:55 Commercial Fire Alarm 2019086251 10/16/19 08:28 Commercial Fire Alarm 2019087666 10/16/19 13:59 Commercial Fire Alarm 2019087754 Commercial General Alarm Total: 23 10/03/19 03:58 Commercial General 2019083840 10/08/19 01:40 Commercial General 2019085352 10/09/19 21:26 Commercial General 2019085968 10/11/19 22:46 Commercial General 2019086512 10/12/19 02:41 Commercial General 2019086564 10/18/19 04:44 Commercial General 2019088247 10/18/19 06:49 Commercial General 2019088268 10/20/19 09:09 Commercial General 2019088939 10/20/19 23:20 Commercial General 2019089111 10/20/19 23:50 Commercial General 2019089118 10/23/19 01:29 Commercial General 2019089688 10/23/19 23:14 Commercial General 2019089991 10/24/19 07:51 Commercial General 2019090056 10/25/19 07:55 Commercial General 2019090367 10/25/19 19:14 Commercial General 2019090575 10/25/19 20:39 Commercial General 2019090612 10/27/19 02:01 Commercial General 2019090978 Final Incident Case Number Codes How Reported CIVPR02pfficer CIVPROCfficer Officer CIVPROC CIVPR02pfficer CIVPROCfficer Officer CIVPROC CIVPR02pfficer CIVPROCfficer Officer CIVPROC; PH Commercial Fire Alarm WP19032853 Phone ALARM ALARM Phone Commercial Fire Alarm WP19033419 Phone ALARM Commercial General Alarm WP19031926 Phone ALARM Commercial General Alarm WP19032489 Phone ALARM Commercial General Alarm WP19032718 Phone ALARM Commercial General Alarm WP19032941 Phone ALARM Commercial General Alarm WP19032953 Phone ALARM Commercial General Alarm WP19033611 Phone ALARM Commercial General Alarm WP19033616 Phone ALARM Commercial General Alarm WP19033865 Phone ALARM Commercial General Alarm WP19033949 Phone ALARM Commercial General Alarm WP19033953 Phone ALARM Commercial General Alarm WP19034183 Phone ALARM Commercial General Alarm WP19034290 Phone ALARM Commercial General Alarm WP19034315 Phone ALARM Commercial General Alarm WP19034437 Phone ALARM Commercial General Alarm WP19034521 Phone ALARM Commercial General Alarm WP19034531 Phone ALARM Commercial General Alarm WP19034658 Phone ALARM ZUERCHER Page 8 of 36 Incident Start Date/Time Initial Call CFS # 10/28/19 02:00 Commercial General 2019091221 10/28/19 06:39 Commercial General 2019091230 10/29/19 04:01 Commercial General 2019091517 10/29/19 21:31 Commercial General 2019091739 10/31/19 00:24 Commercial General 2019092039 10/31/19 10:42 Commercial General 2019092102 Court Order Violation Total: 3 Criminal Damage to 10/08/19 11:30 Court Order Violation 2019085459 10/17/19 11:38 Court Order Violation 2019088009 10/18/19 00:09 Court Order Violation 2019088209 Criminal Damage to Property Total: 13 10/01/19 09:58 Criminal Damage to 2019083371 10/07/19 08:15 Criminal Damage to 2019085062 10/13/19 08:43 Criminal Damage to 2019086850 10/13/19 09:08 Criminal Damage to 2019086853 10/13/19 09:19 Criminal Damage to 2019086856 10/13/19 11:21 Criminal Damage to 2019086886 10/16/19 09:00 Criminal Damage to 2019087671 10/16/19 14:09 Criminal Damage to 2019087758 10/17/19 16:56 Criminal Damage to 2019088100 10/19/19 15:53 Criminal Damage to 2019088717 10/22/19 22:52 Criminal Damage to 2019089665 10/25/19 15:31 Criminal Damage to 2019090515 10/27/19 11:54 Criminal Damage to 2019091045 CSC Sex Offense Total: 4 10/15/19 09:08 CSC Sex Offense 2019087376 10/28/19 17:57 CSC Sex Offense 2019091412 10/29/19 18:46 CSC Sex Offense 2019091703 10/31/19 17:10 CSC Sex Offense 2019092204 Disabled Vehicle Total: 3 Phone 10/04/19 11:42 Disabled Vehicle 2019084232 10/15/19 17:16 Disabled Vehicle 2019087524 Final Incident Case Number Codes How Reported Commercial General Alarm WP19034751 Phone Phone CDP Criminal Damage to Property WP19033067 ALARM CSC Commercial General Alarm WP19034754 Phone Phone CDP Criminal Damage to Property WP19033069 ALARM Commercial General Alarm WP19034862 Phone Phone CDP Criminal Damage to Property WP19033384 ALARM Offense Commercial General Alarm WP19034940 Phone Phone CDP Suspicious - Circumstances WP19033553 ALARM CSC Commercial General Alarm WP19035071 Phone Phone CDP Criminal Damage to Property WP19034176 ALARM Commercial General Alarm WP19035105 Phone Phone CDP Criminal Damage to Property WP19034687 ALARM Court Order Violation WP19032527 Phone COV Court Order Violation WP19033520 Phone COV Suspicious - Person - Vehicle WP19033595 COV Phone Criminal Damage to Property WP19031726 Phone Offense CDP Criminal Damage to Property WP19032388 Phone CDP Criminal Damage to Property WP19033067 Phone CSC CDP Criminal Damage to Property WP19033068 Phone Offense CDP Criminal Damage to Property WP19033069 Phone CDP Criminal Damage to Property WP19033081 Phone CSC CDP Criminal Damage to Property WP19033384 Phone Offense CDP Criminal Damage to Property WP19033421 Phone CDP Suspicious - Circumstances WP19033553 911 CSC CDP Criminal Damage to Property WP19033776 Phone Offense CDP Criminal Damage to Property WP19034176 Phone CDP Criminal Damage to Property WP19034494 Phone CSC CDP Criminal Damage to Property WP19034687 Phone CDP CSC Sex Offense WP19033259 Phone CSC CSC Sex Offense WP19034821 Phone CSC CSC Sex Offense WP19034923 Phone CSC CSC Sex Offense WP19035152 Phone CSC Disabled Vehicle WP19032082 Phone DISABLVEH Disabled Vehicle WP19033324 DISABLVEH hone ZUERCHER Page 9 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/30/19 18:45 Disabled Vehicle 2019091985 2019085229 10/07/19 17:50 Phone 2019085238 10/08/19 23:50 Domestic Disturbance 2019085668 10/09/19 17:24 DISABLVEH Disorderly Total: 7 10/11/19 20:40 Domestic Disturbance 2019086478 10/12/19 02:21 10/03/19 05:59 Disorderly 2019083851 Disorderly WP19031929 10/13/19 01:05 Domestic Disturbance 2019086815 10/13/19 03:21 Domestic Disturbance 2019086832 DISORD911 10/06/19 08:02 Disorderly 2019084806 Disorderly WP19032277 Phone Domestic Disturbance 2019088962 10/25/19 11:46 Domestic Disturbance 2019090429 DISORD 10/09/19 22:05 Disorderly 2019085980 Disorderly WP19032723 11 Domestic Disturbance 2019091922 DOMESWU DISORD 10/13/19 03:21 Disorderly 2019086833 Disorderly WP19033059 Phone WP19033132 DOMESTIC DISORD 10/14/1916:32 Disorderly 2019087234 Disorderly WP19033208 Phone WP19034457 DOMESTICone Domestic Disturbance WP19034510 ne DISORD 10/27/19 01:04 Disorderly 2019090963 Disorderly WP19034651 Phone DOMESTIC Domestic Disturbance WP19035016 DOMESTIC DISORD 10/29/19 17:06 Disorderly 2019091668 Agency Assist WP19034910 Phone DISORD Divert Hospital Total: 1 10/27/19 08:57 Divert Hospital 2019091002 Domestic Disturbance Total: 18 10/03/19 01:18 Domestic Disturbance 2019083831 10/06/19 19:15 Domestic Disturbance 2019084949 10/07/19 17:33 Domestic Disturbance 2019085229 10/07/19 17:50 Domestic Disturbance 2019085238 10/08/19 23:50 Domestic Disturbance 2019085668 10/09/19 17:24 Domestic Disturbance 2019085888 10/11/19 20:40 Domestic Disturbance 2019086478 10/12/19 02:21 Domestic Disturbance 2019086561 10/12/19 20:08 Domestic Disturbance 2019086745 10/13/19 01:05 Domestic Disturbance 2019086815 10/13/19 03:21 Domestic Disturbance 2019086832 10/13/19 17:19 Domestic Disturbance 2019086973 10/13/19 22:09 Domestic Disturbance 2019087039 10/20/19 11:34 Domestic Disturbance 2019088962 10/25/19 11:46 Domestic Disturbance 2019090429 10/25/19 17:58 Domestic Disturbance 2019090551 10/26/19 04:01 Domestic Disturbance 2019090694 10/30/19 15:17 Domestic Disturbance 2019091922 DIVERTPhone Domestic Disturbance WP19031924 11 DOMESTIC Juvenile - Complaint WP19032344 DOMESWU Domestic Disturbance WP19032456 DOMES Domestic Disturbance WP19032461 ne DOMESTIC Domestic Disturbance WP19032598 Phone DOMESTIC Domestic Disturbance WP19032695 DOMESTIC Domestic Disturbance WP19032933 11 DOMESTIC Domestic Disturbance WP19032952 DOMESWU Domestic Disturbance WP19033029 DOMESTIC Domestic Disturbance WP19033049 11 DOMESTIC Suspicious - Circumstances WP19033058 DOMESWU Domestic Disturbance WP19033113 DOMESTIC Domestic Disturbance WP19033132 DOMESTIC Domestic Disturbance WP19033879 Phone DOMESTIC Domestic Disturbance WP19034457 DOMESTICone Domestic Disturbance WP19034510 ne DOMESTIC Domestic Disturbance WP19034553 Phone DOMESTIC Domestic Disturbance WP19035016 DOMESTIC Domestic Disturbance; 911 Text Total: 1 10/17/19 21:29 Domestic Disturbance; 2019088177 Domestic Disturbance WP19033580 911 DOMESTIC; 911TEXT ZUERCHER Page 10 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported Domestic Disturbance; CSC Sex Offense Total: 1 g 10/30/19 18:33 Domestic Disturbance; 2019091980 CSC Sex Offense WP19035042 DOMESTIC; CSC Drugs Total: 5 10/09/19 08:30 Drugs 2019085733 Drugs WSR0190326 DRUGS one 10/09/19 13:10 Drugs 2019085798 Drugs WSR0190326 DRUGS 10/07/19 19:56 Extra Patrol 2019085277 10/09/19 17:11 Drugs 2019085884 Drugs WP19032693 Phone XP DRUGS 10/10/19 09:29 Drugs 2019086053 Drugs WSR0190327 DRUGS XP 10/19/19 23:38 Drugs 2019088878 Suspicious - Person - Vehicle WP19033839 911 Phone DRUGS Dumping Total: 1 10/15/19 14:05 Dumping 2019087467 Dumping WP19033292 one DUMPING Extra Patrol Total: 3 10/07/19 19:56 Extra Patrol 2019085277 Phone XP 10/25/19 09:36 Extra Patrol 2019090401 Extra Patrol WP19034450 Phone XP 10/26/19 11:32 Extra Patrol 2019090750 Phone XP Fight Total: 2 10/04/19 21:54 Fight 2019084427 Fight WSR01903215F Phone FIGHT 10/06/19 02:44 Fight 2019084784 Fight WP19032267 911 FIGHT Fire - Burn Permit Total: 2 10/27/19 12:16 Fire - Burn Permit 2019091049 Fire - Other WP19034690 Phone FBURN 10/31/19 10:41 Fire - Burn Permit 2019092101 Phone FBURN Fire - Electrical Total: 1 10/09/19 07:49 Fire - Electrical 2019085727 Fire - Electrical WP19032619 Phone FELECTRIC Fire - Other Total: 4 10/06/19 21:19 Fire - Other 2019084992 Fire - Other WP19032366 911 F 10/14/19 16:37 Fire - Other 2019087237 Phone F 10/14/19 21:58 Fire - Other 2019087321 Fire - Other WP19033231 911 F 10/26/19 12:36 Fire - Other 2019090761 Fire - Other WP19034571 Phone F Fire - Other; Medical - Psychiatric - Behavioral Total: 1 10/14/19 01:36 Fire - Other; Medical - 2019087072 Fire - Other WP19033143 1 gF; MPSYC Fire - Smoke - Odor Total: 2 10/23/19 17:31 Fire - Smoke - Odor 2019089884 Fire - Smoke - Odor WP19034259 g 11 FSMOKE ZU=RCHER Page 11 of 36 Incident Start Date/Time Initial Call CFS # Final Incident 10/31/19 18:05 Fire - Smoke - Odor 2019092223 Fire - Smoke - Odor Fire - Smoke - Odor; Fire - Structure Total: 1 10/10/19 17:27 Fire - Smoke - Odor; 2019086153 Fire - Smoke - Odor Fraud - Checks - Cards Total: 5 10/02/19 14:50 Fraud - Checks - Cards 2019083704 10/16/19 14:15 Fraud - Checks - Cards 2019087760 10/18/19 16:04 Fraud - Checks - Cards 2019088402 10/23/19 16:58 Fraud - Checks - Cards 2019089867 10/31/19 15:27 Fraud - Checks - Cards 2019092171 Fraud - Forgery Total: 7 Case Number Codes ggHow Reported WP19035160 FSMOKE11 WP19032814 FSMOKI ;11 Fraud - Checks - Cards WP19031874 FRAUDCHone Fraud - Checks - Cards WP19033423 Phone Fraud - Forgery WP19032308 FRAUDCH Fraud - Checks - Cards WP19033667 Phone FRAUDCpH Fraud - Checks - Cards WP19034251 one FRAUDCH Suspicious - Circumstances WP19035142 one 10/12/19 10:45 Fraud - Forgery FRAUDCH 10/06/19 14:12 Fraud - Forgery 2019084877 Fraud - Forgery WP19032308 Phone FRAUDFppOhhRG 10/06/19 21:11 Fraud - Forgery 2019084988 Fraud - Forgery WP19032369 FRAUD -Ph -o e 10/12/19 10:45 Fraud - Forgery 2019086617 Fraud - Forgery WP19032982 HARASS 10/09/1912:54 Harassment 2019085793 Harassment WSRO1903265H5ARASS FRAUDFPhonr11e 10/21/19 03:34 Fraud - Forgery 2019089136 Fraud - Forgery WP19033957 10/21/1919:10 Harassment 2019089304 Harassment WP19034027 911 FRAUDFppOhhRG 10/22/19 11:07 Fraud - Forgery 2019089461 Counterfeit Currency WP19034100 FRAUD -Ph -o e 10/29/19 00:27 Fraud - Forgery 2019091498 Fraud - Forgery WP19034855 HARASSp FRAUDFOonr11e RG 10/31/19 09:32 Fraud - Forgery 2019092090 Fraud - Forgery WP19035101 h HARASS FRAUDF Fraud - Internet Total: 1 2019089511 Harassment WP19034129 Phone 10/24/1913:31 Fraud Internet 2019090140 Fraud Internet WP19034354 Phone 10/22/19 17:24 Harassment 2019089566 Civil Child Custody WP19034156 FRAUDINT Funeral Escort Total: 1 HARASS 10/26/19 09:49 Funeral Escort 2019090726 Phone FUNERAL Gun Incident Total: 1 10/21/19 04:25 Gun Incident 2019089139 Medical - Psychiatric - WP19033958 GUN 911 Harassment Total: 10 10/05/19 23:47 Harassment 2019084748 Phone Call WP19032252 Phone HARASS 10/07/19 21:54 Harassment 2019085318 Harassment WP19032482 Phone HARASS 10/09/1912:54 Harassment 2019085793 Harassment WSRO1903265H5ARASS Fi 10/21/1919:10 Harassment 2019089304 Harassment WP19034027 911 HARASS 10/22/19 08:11 Harassment 2019089401 Harassment WP19034070 Phone HARASSp 10/22/19 11:19 Harassment 2019089463 Harassment WP19034101 hone HARASS 10/22/1914:48 Harassment 2019089511 Harassment WP19034129 Phone HARASS 10/22/19 17:24 Harassment 2019089566 Civil Child Custody WP19034156 hone HARASS ZUERCHER Page 12 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/27/1910:33 Harassment 2019091024 Harassment WP19034677 Phone HARASS 10/27/19 21:07 Harassment 2019091180 Harassment WP19034741 Phone HARASS Info Total: 8 10/08/19 09:33 Info 2019085428 Juvenile - Complaint Phone Juvenile - Complaint 10/02/19 13:36 Juvenile - Complaint INFO Juvenile - Complaint 10/09/19 07:21 Info 2019085720 Juvenile - Complaint Phone Juvenile - Complaint 10/08/19 12:35 Juvenile - Complaint INFO Juvenile - Complaint 10/12/19 07:43 Info 2019086585 Juvenile - Complaint Phone Juvenile - Complaint 10/16/19 15:50 Juvenile - Complaint INFO Juvenile - Complaint 10/13/19 22:58 Info 2019087051 Phone INFO 10/16/19 21:17 Info 2019087877 Info WP19033484 Phone INFO 10/21/19 23:21 Info 2019089354 Phone INFO 10/28/19 12:15 Info 2019091304 Phone INFO 10/31/19 13:43 Info 2019092141 Info W SI U 19035125 INFO Intoxicated Person Total: 3 10/08/19 15:20 Intoxicated Person 2019085511 Check Welfare 10/16/19 18:20 Intoxicated Person 2019087827 Intoxicated Person 10/30/19 01:18 Intoxicated Person 2019091783 Intoxicated Person Juvenile - Complaint Total: 21 10/01/19 11:01 Juvenile - Complaint 10/02/19 08:07 Juvenile - Complaint 10/02/19 13:08 Juvenile - Complaint 10/02/19 13:36 Juvenile - Complaint 10/04/19 08:05 Juvenile - Complaint 10/06/19 00:14 Juvenile - Complaint 10/07/19 09:30 Juvenile - Complaint 10/07/19 10:09 Juvenile - Complaint 10/08/19 12:35 Juvenile - Complaint 10/10/19 09:23 Juvenile - Complaint 10/10/19 09:27 Juvenile - Complaint 10/11/19 13:35 Juvenile - Complaint 10/13/19 13:56 Juvenile - Complaint 10/16/19 15:50 Juvenile - Complaint 10/16/19 18:34 Juvenile - Complaint 10/19/19 21:00 Juvenile - Complaint 2019083385 Juvenile - Complaint 2019083613 Abuse Child 2019083682 Juvenile - Complaint 2019083687 Juvenile - Complaint 2019084173 Juvenile - Complaint 2019084758 Juvenile - Complaint 2019085085 Juvenile - Complaint 2019085098 Juvenile - Complaint 2019085468 Juvenile - Complaint 2019086049 Juvenile - Complaint 2019086051 Juvenile - Complaint 2019086359 Juvenile - Complaint 2019086917 Suicidal - Attempt - Threat 2019087786 Juvenile - Complaint 2019087834 Juvenile - Complaint 2019088827 Juvenile - Complaint W P 19032551 I NTOXPER WP19033461 Phone hne INTOXP WP19034952 Phone hne INTOXP WSRO19031733 JUVCOMP WSR0110318 �UVCOMP WSRO19031861 JUVCOMP WSRO19031862 JUVCOMP WSRO19032057UVCOMP WP19032255 JIIUVCOM11 WSRO19032397 JUVCOMP hh WP19032406 JUVCOMP one WP19032530 JUVCOMhone WSRO19032757 JUVCOMP WSRO190327 j%VCOMP WSRO19032893 JUVCOMP WP19033096 JUVCON11 WP19033441 JUVCOMPone WP19033464 JUVCOM11 WP19033815 JUVCOMhone ZUERCHER Page 13 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/22/19 10:37 Juvenile - Complaint 2019089451 Juvenile - Complaint WSR01903409%VCOMP 10/22/19 22:31 Juvenile - Complaint 2019089659 Juvenile - Complaint WP19034173 Lost - Found Property WP19032133 JUVCOMhone 10/23/19 16:00 Juvenile - Complaint 2019089854 Juvenile - Complaint WP19034245 LOSTPROP 10/05/19 09:54 Lost - Found JUVCOMhone 10/28/19 18:23 Juvenile - Complaint 2019091424 Juvenile - Complaint WP19034823 JUVCOMhone 10/30/19 18:07 Juvenile - Complaint 2019091971 Juvenile - Complaint WP19035040 Property 2019084564 Lost - Found Property JUVCOMhone Juvenile - Complaint; Criminal Damage to Property Total: 1 10/09/19 14:59 Juvenile - Complaint; 2019085843 Juvenile - Complaint WP19032676 Phone JUVCOMP;CDP Juvenile - Runaway Total: 1 10/21/19 18:43 Juvenile - Runaway 2019089296 Juvenile - Runaway WP19034022 JUVRUNhone Lock Out - Lock In Total: 1 10/12/19 13:28 Lock Out - Lock In 2019086642 Lock Out - Lock In WP19032996 Phone LOCK Lost - Found Property Total: 13 10/01/19 09:10 Lost - Found Property 2019083363 Lost - Found Property WP19031722 LOSTPROP 10/04/19 17:47 Lost - Found Property 2019084337 Lost - Found Property WP19032133 LOSTPROP 10/05/19 09:54 Lost - Found Property 2019084512 Theft WP19032180 LOSTPROP 10/05/19 13:43 Lost - Found Property 2019084564 Lost - Found Property WP19032198 LOSTPROP 10/06/19 09:44 Lost - Found Property 2019084824 Lost - Found Property WP19032285 LOSTPROP 10/08/19 13:35 Lost - Found Property 2019085479 Stolen - Property WP19032536 LOSTPROP 10/08/19 13:47 Lost - Found Property 2019085484 Lost - Found Property WP19032540 LOSTPROP 10/10/19 13:13 Lost - Found Property 2019086102 Lost - Found Property WP19032784 LOSTPROP 10/13/19 15:58 Lost - Found Property 2019086952 Lost - Found Property WP19033104 LOSTPROP 10/15/19 14:29 Lost - Found Property 2019087471 Lost - Found Property WP19033297 LOSTPROP 10/18/19 11:19 Lost - Found Property 2019088328 Lost - Found Property WP19033642 LOSTPROP 10/25/19 15:45 Lost - Found Property 2019090516 Lost - Found Property WP19034496 LOSTPROP 10/28/19 16:58 Lost - Found Property 2019091394 Lost - Found Property WP19034814 LOSTPROP Marine Incident - Boat and Water Total: 1 10/16/19 16:16 Marine Incident - Boat 2019087790 Marine Incident - Boat and WP19033445 Phone MARINE Medical - Abdominal Pain Total: 2 10/06/19 17:20 Medical - Abdominal 2019084925 Medical - Abdominal Pain WP19032329 911 MABDOMINAL 10/07/19 08:51 Medical - Abdominal 2019085076 Medical - Abdominal Pain WP19032395 Phone MABDOMINAL Medical - Allergies - Stings Total: 3 10/07/19 08:38 Medical - Allergies - 2019085069 Medical - Allergies - Stings WSR019032394 Phone MALLERGIES ZURRICHER Page 14 of 36 Incident Start Date/Time Initial Call CFS # 10/14/19 11:03 Medical - Allergies - 2019087148 10/18/19 15:20 Medical - Allergies - 2019088389 Medical - Back Pain Total: 4 10/01/19 07:03 Medical - Back Pain 2019083332 10/01/19 16:07 Medical - Back Pain 2019083457 10/06/19 06:34 Medical - Back Pain 2019084794 10/13/19 21:16 Medical - Back Pain 2019087030 Final Incident Case Number Codes How Reported Medical - Allergies - Stings WP19033186 Ph ne MALLERGI�S Medical - Allergies - Stings WP19033665 911 MALLERGIES MBACK Phone Medical - Back Pain WP19031770 Phone MBACK Medical - Back Pain WP19032272 Phone MBACK Medical - Back Pain WP19033128 Phone MBACK Medical - Bleeding - Lacerations Total: 1 10/25/19 07:45 Medical - Bleeding - 2019090363 Medical - Bleeding - WP19034434 911 MBLEE Medical - Breathing Problems Total: 8 10/04/19 09:18 Medical - Breathing 2019084185 10/04/19 20:07 Medical - Breathing 2019084385 10/13/19 10:29 Medical - Breathing 2019086873 10/19/19 18:50 Medical - Breathing 2019088775 10/20/19 12:17 Medical - Breathing 2019088969 10/27/19 03:27 Medical - Breathing 2019090987 10/27/19 20:52 Medical - Breathing 2019091177 10/29/19 09:08 Medical - Breathing 2019091554 Medical - Carbon Monoxide Inhalation Total: 1 10/14/19 22:00 Medical - Carbon 2019087322 Medical -Carbon Monoxide WP19033233 MCARB ONOX Phone Medical - Chest Pain Total: 6 10/03/19 15:57 MBREATHING Medical - Breathing Problems WP1903214511 MBREA HING Medical - Chest Pain MBREATHING Medical - Breathing Problems WP1903379911 MBREA HING Medical - Breathing Problems WP1903388311 MBREA HING Medical - Breathing Problems WP19034664 911 MBREATHING Medical - Breathing Problems WP1903474011 MBREA HING 2019090998 MBREATHING Medical - Carbon Monoxide Inhalation Total: 1 10/14/19 22:00 Medical - Carbon 2019087322 Medical -Carbon Monoxide WP19033233 MCARB ONOX Phone Medical - Chest Pain Total: 6 10/03/19 15:57 Medical - Chest Pain 2019083991 10/06/19 23:26 Medical - Chest Pain 2019085021 10/12/19 07:22 Medical - Chest Pain 2019086581 10/12/19 13:22 Medical - Chest Pain 2019086641 10/27/19 08:12 Medical - Chest Pain 2019090998 10/29/19 13:50 Medical - Chest Pain 2019091609 Medical - Fall Under 6 Feet Total: 14 10/01/19 09:11 Medical - Fall Under 6 2019083364 10/03/19 14:05 Medical - Fall Under 6 2019083955 10/05/19 13:48 Medical - Fall Under 6 2019084566 10/08/19 10:06 Medical - Fall Under 6 2019085435 Medical - Chest Pain WP19031998 MCHEST11 all MCHESTPI Medical - Chest Pain WP19032995 MCHEST11 all Medical - Chest Pain WP19034890 MCHESTPone WALLPhone Medical - Fall Under 6 Feet WP19031985 911 WALL Medical - Fall Under 6 Feet WP19032199 Phone WALL Medical - Fall Under 6 Feet WP19032518 911 WALL ZU=RCHER Page 15 of 36 Incident Start Date/Time Initial Call CFS # Final Incident 10/05/19 19:45 Case Number Codes How Reported 10/10/19 09:10 Medical - Fall Under 6 2019086047 2019085643 Medical - Psychiatric - 10/09/19 17:26 Medical - Psychiatric - 911 Medical - Psychiatric - 10/10/19 13:01 Medical - Psychiatric - 2019086094 Medical - Sick 10/12/19 11:55 WALL 2019086631 10/12/19 08:21 Medical - Fall Under 6 2019086591 2019087663 Medical - Psychiatric - 10/22/19 09:31 Medical - Psychiatric - 911 Medical - Psychiatric - 10/24/19 23:03 Medical - Psychiatric - 2019090296 Medical - Psychiatric - 10/28/19 13:57 WALL 2019091329 10/15/19 14:32 Medical - Fall Under 6 2019087474 Medical - Fall Under 6 Feet WP19033296 2019086054 911 10/16/19 13:22 Medical - Seizure 2019087740 Medical - Seizure 10/21/19 07:20 Medical - Seizure WALL Medical - Seizure 10/17/19 11:57 Medical - Fall Under 6 2019088015 Medical - Fall Under 6 Feet WP19033523 911 WALL 10/19/19 10:34 Medical - Fall Under 6 2019088635 Medical - Fall Under 6 Feet WP19033743 911 WALL 10/20/19 10:00 Medical - Fall Under 6 2019088944 Medical - Fall Under 6 Feet WP19033870 911 WALL 10/25/19 13:14 Medical - Fall Under 6 2019090465 Medical - Fall Under 6 Feet WP19034469 911 WALL 10/27/19 14:55 Medical - Fall Under 6 2019091075 Medical - Fall Under 6 Feet WP19034699 911 WALL 10/28/19 11:59 Medical - Fall Under 6 2019091301 Medical - Fall Under 6 Feet WP19034781 Phone WALL 10/30/19 21:30 Medical - Fall Under 6 2019092011 911 WALL Medical - Fall Under 6 Feet; Dispatch - CAD - Addressing Problems Total: 1 10/12/19 23:28 Medical - Fall Under 6 2019086802 Medical - Fall Under 6 Feet WP19033044 MFALL; 91APCAD Medical - Heart Problems Total: 1 10/22/19 20:53 Medical - Heart 2019089637 Medical - Heart Problems WP19034168 Phone MHEART Medical - Overdose - Poisoning Total: 2 10/02/19 20:57 Medical - Overdose - 2019083792 Suicidal - Attempt - Threat WP19031907 911 MOVERDOSE 10/04/19 18:47 Medical - Overdose - 2019084361 Medical - Overdose - PoisoninVP19032139 MOVERDOSE Medical - Psychiatric - Behavioral Total: 10 10/03/19 07:03 Medical - Psychiatric - 2019083858 Medical - Psychiatric - 10/05/19 19:45 Medical - Psychiatric - 2019084656 Medical - Psychiatric - 10/08/19 22:04 Medical - Psychiatric - 2019085643 Medical - Psychiatric - 10/09/19 17:26 Medical - Psychiatric - 2019085889 Medical - Psychiatric - 10/10/19 13:01 Medical - Psychiatric - 2019086094 Medical - Sick 10/12/19 11:55 Medical - Psychiatric - 2019086631 Medical - Psychiatric - 10/16/19 08:16 Medical - Psychiatric - 2019087663 Medical - Psychiatric - 10/22/19 09:31 Medical - Psychiatric - 2019089427 Medical - Psychiatric - 10/24/19 23:03 Medical - Psychiatric - 2019090296 Medical - Psychiatric - 10/28/19 13:57 Medical - Psychiatric - 2019091329 Medical - Psychiatric - Medical - Seizure Total: 4 10/10/19 09:30 Medical - Seizure 2019086054 Medical - Seizure 10/16/19 13:22 Medical - Seizure 2019087740 Medical - Seizure 10/21/19 07:20 Medical - Seizure 2019089149 Medical - Seizure WP19031933 911 MPSYC WP19032229 911 MPSYC WP19032595 MPSYCHhone WP19032696 911 MPSYC WP19032779 911 MPSYC WP19032989 MPSYCHhone WSR0190333 MPSYCH hone WP19034085 911 MPSYC WP19034413 911 MPSYC WP19034790 hone MPSYCH WSR0190327 MSEIZURE WSR0190334 MSEIZURE WP19033965 MSEIZURE ZUERCHER Page 16 of 36 Incident Start Date/Time Initial Call 10/23/19 23:49 Medical - Seizure Medical - Sick Total: 13 10/03/19 11:05 Medical - Sick 10/03/19 14:17 Medical - Sick 10/03/19 21:09 Medical - Sick 10/05/19 08:43 Medical - Sick 10/08/19 17:09 Medical - Sick 10/10/19 12:01 Medical - Sick 10/12/19 14:28 Medical - Sick 10/14/19 09:40 Medical - Sick 10/16/19 10:49 Medical - Sick 10/21/19 07:27 Medical - Sick 10/24/19 06:25 Medical - Sick 10/27/19 16:35 Medical - Sick 10/28/19 14:34 Medical - Sick Medical - Stroke Total: 3 10/03/19 13:10 Medical - Stroke 10/20/19 08:23 Medical - Stroke 10/24/19 08:52 Medical - Stroke Medical - Trauma Total: 1 10/18/19 15:23 Medical - Trauma CFS # Final Incident Case Number Codes Reported 2019089997 Medical - Seizure WP19034292 gHow MSEIZURE 2019083915 MUNCONSCIOUS 911 Medical - Unconscious - 2019084924 Death Investigation - Natural MSICK Phone 2019083958 911 MUNCOS 10/06/19 17:44 Medical - Unconscious - MSICK Medical - Unconscious - 2019084083 Medical - Sick WP19032030 911 MUNCONSCIOUS MSICK Medical - Unconscious - 2019084501 Medical - Unconscious - WP19032545 911 911 MSICK MUNCONSCIOUS 2019085548 Medical - Unconscious - 2019086061 Death Investigation - Natural 911 MSICK 2019086089 Death Investigation - Natural WP19032773 Medical - Unconscious - 911 Medical - Unconscious - WP19032977 Phone MSICK 2019086654 Medical - Sick WP19033000 MUNCONSCIOUS 911 Medical - Unconscious - 2019090226 Medical - Unconscious - MSICK 911 2019087128 Medical - Sick WP19033172 911 MUNCONSCIOUS 10/27/19 19:37 Medical - Unconscious - MSICK Medical - Diabetic 2019087699 911 911 MUNCONSCIOUS MSICK Medical - Unconscious - 2019089150 Medical - Sick WP19033966 911 MSICK MUNCONSCIOUS 2019090038 Medical - Sick WP19034302 911 MSICK 2019091106 911 MSICK 2019091342 911 MSICK 2019083942 Medical - Stroke WP19031978 911 MSTROKE 2019088933 Medical - Stroke WP19033862 911 MSTROKE 2019090066 911 MSTROKE 2019088390 Medical - Unconscious - Fainting Total: 9 MTRAUMAI 10/02/19 01:11 Medical - Unconscious - 2019083572 Medical - Unconscious - WP19031813 911 MUNCONSCIOUS 10/06/19 17:15 Medical - Unconscious - 2019084924 Death Investigation - Natural WP19032327 Phone MUNCOS 10/06/19 17:44 Medical - Unconscious - 2019084929 Medical - Unconscious - WP19032331 gg MUNCONSCIOUS 10/08/19 14:34 Medical - Unconscious - 2019085499 Medical - Unconscious - WP19032545 911 MUNCONSCIOUS 10/10/19 10:10 Medical - Unconscious - 2019086061 Death Investigation - Natural WP19032762 MUNCONSCIOUS S 10/12/19 09:49 Medical - Unconscious - 2019086606 Medical - Unconscious - WP19032977 Phone MUNCONSCIOUS 10/24/19 18:26 Medical - Unconscious - 2019090226 Medical - Unconscious - WP19034392 911 MUNCONSCIOUS 10/27/19 19:37 Medical - Unconscious - 2019091152 Medical - Diabetic WP19034732 911 MUNCONSCIOUS 10/30/19 09:09 Medical - Unconscious - 2019091844 Medical - Unconscious - WP19034978 MUNCONSCIOUS Medical - Unknown Total: 7 ZU=RCHER Page 17 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes Reported 10/02/19 00:47 Medical - Unknown 2019083569 Medical - Unknown WP19031811 gHow Phone 10/01/19 11:19 MVA - Injuries 2019083390 MOTORAI D MUNKNgO11 WN 10/10/19 01:46 Medical - Unknown 2019086007 Medical - Unknown WP19032738 MOTORAI D 10/30/19 13:46 Motorist Aid 2019091896 911 MUNKNOWN 10/10/19 21:06 Medical - Unknown 2019086213 Medical - Unknown WP19032842 911 MVAINJ 10/12/19 04:32 MVA - Injuries 2019086570 MVA - No Injuries MUNKNgOWN 10/11/19 23:58 Medical - Unknown 2019086531 Medical - Unknown WP19032943 MVAINJ 10/13/19 12:20 MVA - Injuries 2019086897 MVA - Injuries MUNKNgO11 WN 10/19/19 09:08 Medical - Unknown 2019088620 Medical - Unknown WP19033738 MUNKNOWN 10/20/19 21:55 Medical - Unknown 2019089099 Medical - Unknown WP19033944 911 911 MUNKNOWN 10/31/19 19:10 Medical - Unknown 2019092239 Medical - Unknown WP19035168 WP19034269 �11 MUNKN WN Motorist Aid Total: 4 10/04/19 17:42 Motorist Aid 2019084335 MVA -Injuries WP19031736 MOTORAI D 10/07/19 05:13 Motorist Aid 2019085038 Phone 10/01/19 11:19 MVA - Injuries 2019083390 MOTORAI D 10/27/19 14:35 Motorist Aid 2019091071 Officer MOTORAI D 10/30/19 13:46 Motorist Aid 2019091896 911 WP19032031 911 MOTORAI D MVA - Hit & Run Total: 2 10/04/19 22:28 MVA - Hit & Run 2019084440 MVA - Hit & Run WP19032157 911 MVAHR 10/17/19 18:10 MVA - Hit & Run 2019088122 MVA - Hit & Run WP19033564 MVAHR MVA - Injuries Total: 7 10/01/1911:18 MVA -Injuries 2019083389 MVA -Injuries WP19031736 MVAINJ 10/01/19 11:19 MVA - Injuries 2019083390 MVA - Injuries WP19031735 MVAINJ 10/03/19 21:14 MVA - Injuries 2019084086 Agency Assist WP19032031 911 MVAINJ 10/12/19 04:32 MVA - Injuries 2019086570 MVA - No Injuries WP19032956 MVAINJ 10/13/19 12:20 MVA - Injuries 2019086897 MVA - Injuries WP19033088 MVAINJ 10/13/19 21:25 MVA - Injuries 2019087033 MVA - No Injuries WP19033129 911 MVAINJ 10/23/19 18:30 MVA - Injuries 2019089901 MVA - No Injuries WP19034269 MVAINJ MVA - No Injuries Total: 30 10/02/19 12:26 MVA - No Injuries 2019083671 MVA - No Injuries WP19031855 MVA 10/03/19 10:21 MVA - No Injuries 2019083904 MVA - No Injuries WP19031957 MVA 10/05/19 12:56 MVA - No Injuries 2019084551 MVA 10/05/19 19:42 MVA - No Injuries 2019084654 MVA - No Injuries WP19032228 MVA 10/07/19 09:39 MVA - No Injuries 2019085087 MVA - No Injuries WP19032399 MVA 10/07/19 10:53 MVA - No Injuries 2019085115 911 MVA 10/07/19 15:19 MVA - No Injuries 2019085187 MVA - No Injuries WP19032441 MVA 10/08/19 07:32 MVA - No Injuries 2019085392 MVA - No Injuries WSR0190325 MVA ZUERCHER Page 18 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/08/19 16:07 MVA - No Injuries 2019085528 MVA - No Injuries WP19032558 2019084785 10/11/19 00:04 Noise 2019086244 10/15/1917:59 Noise 2019087536 MVA WP19032268 10/09/19 10:58 MVA - No Injuries 2019085760 MVA - No Injuries WP19032634 W P 19032849 NOISE Noise WP19033331 MVA 10/09/19 11:32 MVA - No Injuries 2019085773 Criminal Damage to Property WP19032641 MVA 10/09/19 12:12 MVA - No Injuries 2019085783 MVA - No Injuries WP19032648 911 MVA 10/10/19 18:03 MVA - No Injuries 2019086166 MVA - No Injuries WP19032819 911 MVA 10/10/19 20:56 MVA - No Injuries 2019086211 MVA - No Injuries WP19032840 911 MVA 10/12/19 11:50 MVA - No Injuries 2019086628 MVA - No Injuries WP19032987 911 MVA 10/13/19 14:04 MVA - No Injuries 2019086919 MVA - No Injuries WP19033097 MVA 10/15/19 14:01 MVA - No Injuries 2019087466 MVA - No Injuries WP19033298 MVA 10/17/19 20:18 MVA - No Injuries 2019088158 MVA - No Injuries WP19033575 MVA 10/18/19 09:58 MVA - No Injuries 2019088304 MVA - No Injuries WP19033628 MVA 10/18/19 12:14 MVA - No Injuries 2019088336 Civil Complaint WP19033643 MVA 10/19/19 14:45 MVA - No Injuries 2019088705 MVA - No Injuries WP19033771 911 MVA 10/21/19 15:29 MVA - No Injuries 2019089255 MVA - No Injuries WP19034012 911 MVA 10/22/19 05:15 MVA - No Injuries 2019089379 MVA - No Injuries WP19034059 911 MVA 10/24/19 17:37 MVA - No Injuries 2019090209 MVA - No Injuries WP19034381 MVA 10/26/19 09:58 MVA - No Injuries 2019090728 Agency Assist WP19034564 911 MVA 10/27/19 15:13 MVA - No Injuries 2019091081 MVA - No Injuries WP19034701 MVA 10/28/19 16:38 MVA - No Injuries 2019091383 Agency Assist WP19034808 MVA 10/29/19 17:31 MVA - No Injuries 2019091677 MVA - No Injuries WP19034914 MVA 10/30/19 14:21 MVA - No Injuries 2019091902 MVA - No Injuries WP19035010 911 MVA 10/30/19 17:59 MVA - No Injuries 2019091969 MVA - No Injuries WP19035038 MVA Neighborhood Dispute Total: 2 1 10/12/19 20:36 Neighborhood Dispute 2019086753 Animal - Bites - Attacks WP19033031 NEIGHB91DISP 10/20/19 15:08 Neighborhood Dispute 2019089015 Medical - Psychiatric - WP19033906 NEIGHBDISP Noise Total: 8 10/01/1914:20 Noise 2019083436 10/01/19 21:06 Noise 2019083525 10/03/1913:07 Noise 2019083941 10/06/19 03:26 Noise 2019084785 10/11/19 00:04 Noise 2019086244 10/15/1917:59 Noise 2019087536 Noise WP19031757 Other NOISE Noise WP19031798 NOISE Noise WP19031977 911 NOISE Noise WP19032268 NOISE Noise W P 19032849 NOISE Noise WP19033331 NOISE ZU=RCHER Page 19 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/16/19 22:49 Noise 2019087889 Noise WP19033486 NOISE 10/20/1912:43 Noise 2019088979 Noise WP19033889 NOISE Ordinance Violation Total: 2 10/18/19 19:02 Ordinance Violation 2019088471 Ordinance Violation WPRK1903369QRDINANCE UUORDIN 10/20/19 23:30 Ordinance Violation 2019089115 Ordinance Violation WP19033951 911 NCE Parking Total: 10 10/07/19 08:24 Parking 2019085064 Parking WP19032390 PARKING 10/09/1914:28 Parking 2019085829 Parking WP19032669 PARKING 10/10/1916:13 Parking 2019086133 Parking WP19032806 PARKING 10/18/1910:30 Parking 2019088310 Parking WP19033633 PARKING 10/21/19 08:51 Parking 2019089165 Parking WP19033972 PARKING 10/21/19 09:21 Parking 2019089174 Parking WP19033977 Officer PARKIN 10/22/19 09:33 Parking 2019089430 Parking WP19034087 PARKING 10/27/19 22:36 Parking 2019091187 Parking WP19034743 PARKING 10/28/1915:48 Parking 2019091363 Parking WP19034803 PARKING 10/29/1913:34 Parking 2019091606 Parking WP19034889 PARKING Phone Call Total: 4 10/03/19 01:59 Phone Call 2019083836 Other PH 10/16/19 09:54 Phone Call 2019087683 Other PH 10/17/19 21:07 Phone Call 2019088170 Other PH 10/30/19 20:21 Phone Call 2019092004 PH Probation Check Total: 7 10/02/19 17:59 Probation Check 2019083747 Officer PROB 10/09/19 19:26 Probation Check 2019085928 Officer PROB 10/09/19 21:09 Probation Check 2019085965 Officer PROB 10/18/19 19:00 Probation Check 2019088468 Officer PROB 10/23/19 19:48 Probation Check 2019089926 Officer PROB 10/23/19 21:01 Probation Check 2019089958 Officer PROB 10/29/19 18:12 Probation Check 2019091690 Warrant - Arrest WP19034922 Officer PROB Prowler Total: 1 10/09/19 01:10 Prowler 2019085687 Prowler WP19032602 911 PROWLER ZUERCHER Page 20 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported Repossession Total: 7 10/08/19 07:14 Repossession 2019085389 Residential General Alarm WP19031966 Phone REPO 10/09/19 07:32 Repossession 2019085721 Officer ALARM 10/04/19 10:44 REPO 10/09/19 22:16 Repossession 2019085982 Officer Phone REPO 10/21/19 00:41 Repossession 2019089125 10/08/19 19:13 Residential General 2019085595 REPO 10/22/1910:21 Repossession 2019089445 REPO 10/27/19 21:17 Repossession 2019091181 Residential General 2019088926 Residential General Alarm WP19033861 REPO 10/30/19 08:47 Repossession 2019091841 ALARM REPO Residential General Alarm Total: 5 10/03/19 12:04 Residential General 2019083926 Residential General Alarm WP19031966 Phone SIA 10/13/19 00:23 SIA Area Watch 2019086811 Officer ALARM 10/04/19 10:44 Residential General 2019084216 Residential General Alarm WP19032076 Officer Phone SIA 10/18/19 13:13 SIA Area Watch ALARM 10/08/19 19:13 Residential General 2019085595 Residential General Alarm WP19032581 SIA Area Watch Phone SIA ALARM SIA Area Watch 10/20/19 07:32 Residential General 2019088926 Residential General Alarm WP19033861 SIA Phone ALARM 10/28/19 19:28 Residential General 2019091443 Residential General Alarm WP19034831 Phone ALARM Residential Medical Alarm Total: 3 10/04/19 20:59 Residential Medical 2019084401 Residential Medical Alarm WP19032150 Phone ALARM 10/22/19 07:03 Residential Medical 2019089386 Residential Medical Alarm WP19034063 Phone ALARM 10/30/19 00:45 Residential Medical 2019091777 Residential Medical Alarm WP19034950 Phone ALARM SIA Area Watch Total: 6 10/08/19 11:10 SIA Area Watch 2019085454 SIA 10/13/19 00:23 SIA Area Watch 2019086811 Officer SIA 10/18/19 09:02 SIA Area Watch 2019088289 Officer SIA 10/18/19 13:13 SIA Area Watch 2019088345 SIA 10/24/19 00:37 SIA Area Watch 2019090003 SIA 10/25/19 12:33 SIA Area Watch 2019090448 SIA SIA Business Walk Through Total: 8 10/01/19 14:48 SIA Business Walk 2019083441 SIA 10/19/19 02:34 SIA Business Walk 2019088596 Officer SIA 10/19/19 07:18 SIA Business Walk 2019088606 SIA 10/20/19 06:06 SIA Business Walk 2019088921 SIA 10/20/19 07:15 SIA Business Walk 2019088924 SIA 10/22/19 10:29 SIA Business Walk 2019089447 SIA ZUERCHER Page 21 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/23/19 10:22 SIA Business Walk 2019089749 SIA 10/26/19 17:44 SIA Business Walk 2019090852 Officer SIA SIA City Council - City Hall Total: 2 10/14/19 17:29 SIA City Council - City 2019087251 SIA Officer 10/28/19 17:29 SIA City Council - City 2019091404 SIA Officer SIA Community Presentation Total: 1 10/26/19 11:02 SIA Community 2019090744 SIA SIA Door Check Total: 3 10/15/19 01:05 SIA Door Check 2019087344 SIA 10/18/19 02:26 SIA Door Check 2019088235 SIA 10/29/19 01:27 SIA Door Check 2019091508 SIA SIA Foot Patrol Total: 1 10/24/19 00:27 SIA Foot Patrol 2019090002 SIA SIA Other Total: 3 10/12/19 17:42 SIA Other 2019086701 SIA 10/24/19 16:25 SIA Other 2019090190 SIA 10/29/19 15:07 SIA Other 2019091631 SIA SIA Parks Total: 30 10/01/19 23:59 SIA Parks 2019083561 SIA 10/02/19 07:54 SIA Parks 2019083610 SIA 10/05/19 00:09 SIA Parks 2019084472 SIA 10/05/19 09:33 SIA Parks 2019084506 SIA 10/05/19 18:26 SIA Parks 2019084629 SIA 10/06/19 00:51 SIA Parks 2019084767 SIA Parks WPRK19032261 SIA 10/06/19 11:57 SIA Parks 2019084845 SIA 10/07/19 16:54 SIA Parks 2019085211 SIA 10/11/19 18:03 SIA Parks 2019086433 SIA 10/12/19 00:10 SIA Parks 2019086534 SIA 10/12/19 18:40 SIA Parks 2019086723 SIA 10/12/19 19:03 SIA Parks 2019086726 SIA 10/13/19 12:37 SIA Parks 2019086900 SIA 10/18/19 18:55 SIA Parks 2019088467 SIA ZUERCHER Page 22 of 36 Incident Start Date/Time Sign - Signal Repair Initial Call CFS # 10/19/19 05:52 SIA Parks 2019088602 10/19/19 16:02 SIA Parks 2019088719 10/19/19 16:10 SIA Parks 2019088725 10/20/19 01:38 SIA Parks 2019088900 10/20/19 05:52 SIA Parks 2019088918 10/21/19 11:14 SIA Parks 2019089203 10/23/1911:50 SIA Parks 2019089776 10/25/19 17:34 SIA Parks 2019090543 10/25/19 23:51 SIA Parks 2019090667 10/26/19 10:13 SIA Parks 2019090730 10/27/19 14:38 SIA Parks 2019091073 10/27/19 15:39 SIA Parks 2019091090 10/30/19 06:15 SIA Parks 2019091808 10/30/19 07:08 SIA Parks 2019091814 10/30/19 11:45 SIA Parks 2019091876 10/31/19 13:07 SIA Parks 2019092129 SIA School Check Total: 1 10/02/19 14:28 SIA School Check Sign - Signal Repair Total: 5 10/06/19 00:42 Sign - Signal Repair 10/09/19 15:50 Sign - Signal Repair 10/12/19 14:47 Sign - Signal Repair 10/15/19 11:38 Sign - Signal Repair 10/28/19 11:35 Sign - Signal Repair Squad Damage Total: 1 10/25/19 02:45 Squad Damage Stolen - Property Total: 1 10/08/19 18:29 Stolen - Property Stolen - Vehicle Total: 2 10/12/19 17:59 Stolen - Vehicle 10/13/19 15:20 Stolen - Vehicle 2019083699 2019084762 2019085858 2019086661 2019087424 2019091295 Final Incident 2019090336 Tow 2019085578 Stolen - Property 2019086706 Stolen - Vehicle 2019086940 Civil Complaint Case Number Codes How Reported SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIA SIGNREPfficer SIGNREPhone SIGNREPhone SIGNREPhone SIGNREPhone WP19034422 SQD-DAMAGE WP19032574 STOLPR hpne WP19033018 STOLVEH11 WP19033101 STOLVEH1 ZUERCHER Page 23 of 36 Incident Start Date/Time Initial Call Stoparm Violation Total: 2 10/04/19 08:31 Stoparm Violation 10/09/19 09:43 Stoparm Violation Submerged Vehicle Total: 1 10/16/19 10:23 Submerged Vehicle CFS # Final Incident Case Number Codes How Reported 2019084177 Stoparm Violation WP19032059 her STOPAR 2019085747 Stoparm Violation Opt WP19032633 STOPAR Cher 2019087691 Submerged Vehicle WP19033395 SUBMVEhone Surveillance Total: 1 10/22/1916:04 Surveillance 2019089532 Suspicious - Circumstances Total: 15 10/07/19 09:43 Suspicious - 2019085090 10/07/19 10:40 Suspicious - 2019085108 10/07/19 12:33 Suspicious - 2019085146 10/07/19 15:26 Suspicious - 2019085189 10/12/19 08:19 Suspicious - 2019086589 10/12/19 09:02 Suspicious - 2019086598 10/12/19 14:41 Suspicious - 2019086658 10/16/19 15:30 Suspicious - 2019087779 10/21/19 00:51 Suspicious - 2019089127 10/21/19 08:05 Suspicious - 2019089156 10/23/19 08:37 Suspicious - 2019089723 10/23/19 09:52 Suspicious - 2019089740 10/25/19 08:53 Suspicious - 2019090385 10/25/19 14:03 Suspicious - 2019090480 10/28/19 16:17 Suspicious - 2019091376 Suspicious - Person - Vehicle Total: 20 10/02/19 11:41 Suspicious - Person - 2019083658 10/02/19 18:53 Suspicious - Person - 2019083765 10/04/19 10:50 Suspicious - Person - 2019084217 10/05/19 22:17 Suspicious - Person - 2019084720 10/06/19 00:57 Suspicious - Person - 2019084769 10/07/19 11:35 Suspicious - Person - 2019085127 10/07/19 20:06 Suspicious - Person - 2019085282 10/08/19 23:04 Suspicious - Person - 2019085656 SURVEIL Suspicious -Circumstances WP19032401 SUSPPVhone Suspicious - Person - Vehicle WP19031897 SUSPCIRCne Suspicious - Circumstances WP19032409 Ph Phone SUSPCIRC Suspicious - Circumstances WP19032424 he SUSPPV911 Burglary WP19032260 SUSPCIRCon Suspicious - Circumstances WP19032442 Suspicious - Person - Vehicle WP19032475 SUSPCIRCne Suspicious - Circumstances WP19032967 Ph Phone SUSPPVhone SUSPCIRC Suspicious - Circumstances WP19032973 SUSPCIRCone Suspicious - Circumstances WP19033001 hne Phone SUSPCIRC Suspicious - Circumstances WP19033438 C SUSPCIRhe Suspicious - Circumstances WP19033956 SUSPCIRCon ne SUSPCIRC Suspicious - Circumstances WP19034194 Ph Phone SUSPCIRC Suspicious - Circumstances WP19034198 SUSPCIRCone Suspicious - Circumstances WP19034444 SUSPCIRCne Suspicious - Circumstances WP19034475 Ph Phone SUSPCIRC Suspicious - Circumstances WP19034807 SUSPCIRCone Fraud - Checks - Cards WP19031849 SUSPPVhone Suspicious - Person - Vehicle WP19031897 SUSPPVhone Parking WP19032080 SUSPPVhone Medical - Psychiatric - WP19032245 SUSPPV911 Burglary WP19032260 SUSPPVg11 Counterfeit Currency WP19032416 SUSPPV 11 Suspicious - Person - Vehicle WP19032475 SUSPPV11 Suspicious - Person - Vehicle WP19032597 SUSPPVhone ZUERCHER Page 24 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/12/19 08:50 Suspicious - Person - 2019086595 Suspicious - Person - Vehicle WP19032972 THEFTVEH THEFT SUSPPVhone 10/17/19 21:34 Suspicious - Person - 2019088180 Suspicious - Person - Vehicle WP19033581 WP19033192 Phone SUSPPVhone 10/19/19 09:26 Suspicious - Person - 2019088623 Suspicious - Person - Vehicle WP19033739 10/15/19 07:50 Theft 2019087363 Theft WP19033246 SUSPPVPhone 10/20/19 13:50 Suspicious - Person - 2019088997 Suspicious - Person - Vehicle WP19033900 11 THEFT THEFTVEH 10/15/19 08:59 SUSPPV 10/20/19 16:40 Suspicious - Person - 2019089030 Suspicious - Person - Vehicle WP19033912 Phone SUSPPVhone 10/21/19 19:05 Suspicious - Person - 2019089303 Suspicious - Person - Vehicle WP19034025 2019087794 Theft WP19033448 Phone SUSPPVhone 10/21/19 21:47 Suspicious - Person - 2019089347 Suspicious - Person - Vehicle WP19034046 THEFT 10/20/19 17:07 Theft 2019089036 SUSPPVhone 10/22/19 22:59 Suspicious - Person - 2019089666 Suspicious - Person - Vehicle WP19034178 THEFT SUSPPVhone 10/27/19 19:22 Suspicious - Person - 2019091146 Suspicious - Person - Vehicle WP19034730 WP19034148 911 SUSPPV11 10/28/19 03:39 Suspicious - Person - 2019091224 Suspicious - Person - Vehicle WP19034753 10/22/1918:13 Theft 2019089585 Theft WP19034160 SUSPPVhone 10/29/19 20:31 Suspicious - Person - 2019091725 Suspicious - Person - Vehicle WP19034938 THEFT 10/23/19 08:21 SUSPPVhone 10/30/19 21:19 Suspicious - Person - 2019092009 Suspicious - Person - Vehicle WP19035056 Phone SUSPPVhone Suspicious - Person - Vehicle; Medical - Psychiatric - Behavioral Total: 1 gg 10/08/19 01:28 Suspicious - Person - 2019085350 Medical - Psychiatric - WP19032488 11 Theft Total: 11 10/05/1912:14 Theft 2019084540 Theft WP19032191 911 Phone THEFTVEH THEFT Theft - From Vehicle 10/14/1912:22 Theft 2019087168 Theft WP19033192 Phone THEFTVEH 10/24/19 14:38 Theft - From Vehicle THEFT Theft - From Vehicle 10/15/19 07:50 Theft 2019087363 Theft WP19033246 Theft - From Vehicle Phone Phone THEFT THEFTVEH 10/15/19 08:59 Theft 2019087374 Theft WP19033253 Phone THEFT 10/16/1916:28 Theft 2019087794 Theft WP19033448 Phone THEFT 10/20/19 17:07 Theft 2019089036 Lost - Found Property WP19033916 Phone THEFT 10/22/1916:48 Theft 2019089546 Theft WP19034148 911 THEFT 10/22/1918:13 Theft 2019089585 Theft WP19034160 THEFT 10/23/19 08:21 Theft 2019089720 Theft WP19034193 Phone THEFT 10/23/19 19:21 Theft 2019089916 Criminal Damage to Property WP19034272 Phone THEFT 10/30/1919:55 Theft 2019091998 Theft WP19035051 Phone THEFT Theft - From Vehicle Total: 4 10/14/19 22:35 Theft - From Vehicle 2019087329 Theft - From Vehicle WP19033234 911 THEFTVEH 10/17/19 13:04 Theft - From Vehicle 2019088033 Theft - From Vehicle WP19033530 THEFTVEH 10/24/19 14:38 Theft - From Vehicle 2019090153 Theft - From Vehicle WP19034363 THEFTVpH ne 10/26/19 14:18 Theft - From Vehicle 2019090794 Theft - From Vehicle WP19034587 Phone THEFTVEH Theft - Gas Drive Off Total: 8 ZU=RCHER Page 25 of 36 Incident Start Date/Time Initial Call CFS # Final Incident 10/04/19 06:16 Theft - Gas Drive Off 2019084155 Civil Complaint 10/15/19 20:43 Theft - Gas Drive Off 2019087579 Theft - Gas Drive Off 10/19/19 16:15 Theft - Gas Drive Off 2019088728 Civil Complaint 10/23/19 20:21 Theft - Gas Drive Off 2019089934 Civil Complaint 10/24/19 09:38 Theft - Gas Drive Off 2019090081 Civil Complaint 10/27/19 07:21 Theft - Gas Drive Off 2019090995 Theft - Gas Drive Off 10/29/19 18:35 Theft - Gas Drive Off 2019091696 Theft - Gas Drive Off 10/29/19 22:38 Theft - Gas Drive Off 2019091752 Theft - Gas Drive Off Theft - Identity Theft Total: 1 10/11/19 12:33 Theft - Identity Theft 2019086346 Theft - Identity Theft Theft; Lost - Found Property Total: 1 10/04/19 21:21 Theft; Lost - Found 2019084412 Lost - Found Property Theft - Shoplifting Total: 12 10/07/19 17:22 Theft - Shoplifting 10/07/19 20:33 Theft - Shoplifting 10/10/19 19:33 Theft - Shoplifting 10/11/19 09:57 Theft - Shoplifting 10/13/19 20:22 Theft - Shoplifting 10/16/19 20:59 Theft - Shoplifting 10/17/19 13:49 Theft - Shoplifting 10/17/19 19:27 Theft - Shoplifting 10/20/19 17:01 Theft - Shoplifting 10/24/19 17:54 Theft - Shoplifting 10/24/19 22:06 Theft - Shoplifting 10/29/19 20:14 Theft - Shoplifting Threats Total: 5 10/08/1910:36 Threats 10/22/19 21:41 Threats 10/27/19 09:29 Threats 10/28/19 23:25 Threats 10/31/1915:02 Threats Traffic - Complaint Total: 27 2019085223 2019085290 2019086185 2019086308 2019087020 2019087871 2019088041 2019088146 2019089035 2019090218 2019090284 2019091723 2019085446 2019089649 2019091011 2019091487 2019092161 Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Theft - Shoplifting Threats Traffic - Complaint Threats Threats Threats Case Number Codes How Reported WP19032050 ne THREATS THEFTGAS WP19033342 WP19034673 one THEFTGASne WP19033780 Phone one THEFTGASne WP19034275 ne WP19033124 THEFTGAS WP19034323 Phone THEFTGASne WP19034669 THEFTGASne WP19034921 ne THEFTGAS WP19034944 Phone THEFTGASne WP19032889 THEFTIDhone WSRO19032152 Officer THEFT;LOSTPROP WP19032454 Phone THREATS THEFTSHOP WP19032477 WP19034673 one THEFTS%ope WP19032829 Phone one THEFTSHOP WP19032871 11 THEFTS HOP WP19033124 THEFTA101P WP19033478 Phone THEFTSHOP WP19033533 THEFTSHOP911 WP19033573 THEFTS%ope WP19033915 Phone THEFTSHOP WP19034385 Phone THEFTSHOP WP19034410 THEFTSHOpr WP19034934 Phone THEFTSHOP WSRO19032521 THREATS WP19034171 THREATS 1 WP19034673 one THREATS WP19034852 one THREATS WP19035138 THREATSone ZU=RCHER Page 26 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/03/19 07:18 Traffic - Complaint 2019083861 Traffic - Complaint WSRO1903193� Phone 10/04/19 14:33 Traffic - Complaint 2019084271 Traffic - Complaint WP19032107 Phone T 10/05/19 02:26 Traffic - Complaint 2019084490 Traffic - Complaint WP19032169 Phone T 10/06/19 01:12 Traffic - Complaint 2019084771 Traffic - Complaint BP19009345 911 T 10/08/19 15:45 Traffic - Complaint 2019085522 Traffic - Complaint WP19032554 911 T 10/10/19 00:02 Traffic - Complaint 2019086002 Traffic - Complaint WP19032736 Phone T 10/14/19 09:54 Traffic - Complaint 2019087134 Traffic - Complaint WP19033177 Phone T 10/14/19 16:56 Traffic - Complaint 2019087240 911 T 10/15/19 12:05 Traffic - Complaint 2019087437 Traffic - Complaint WP19033280 Phone T 10/15/19 21:21 Traffic - Complaint 2019087593 Traffic - Complaint WP19033350 911 T 10/17/19 15:57 Traffic - Complaint 2019088085 Traffic - Complaint WP19033546 Phone T 10/18/19 19:09 Traffic - Complaint 2019088473 Traffic - Complaint WP19033692 911 T 10/18/19 22:57 Traffic - Complaint 2019088549 Traffic - Complaint WP19033717 911 T 10/19/19 11:36 Traffic - Complaint 2019088650 Traffic - Complaint WP19033753 Phone T 10/20/19 23:06 Traffic - Complaint 2019089108 Traffic - Complaint WP19033947 911 T 10/22/19 19:17 Traffic - Complaint 2019089599 Traffic - Complaint WP19034163 Phone T 10/23/19 11:49 Traffic - Complaint 2019089775 Traffic - Complaint WP19034211 Phone T 10/23/19 23:54 Traffic - Complaint 2019089998 911 T 10/25/19 00:47 Traffic - Complaint 2019090317 911 T 10/25/19 14:51 Traffic - Complaint 2019090500 Traffic - Complaint WP19034485 Phone T 10/25/19 15:02 Traffic - Complaint 2019090503 Traffic - Complaint WP19034489 Phone T 10/26/19 20:41 Traffic - Complaint 2019090899 Traffic - Complaint WP19034629 911 T 10/26/19 23:21 Traffic - Complaint 2019090939 Traffic - Complaint WP19034643 Phone T 10/27/19 12:27 Traffic - Complaint 2019091054 Traffic - Complaint WP19034692 911 T 10/28/19 00:38 Traffic - Complaint 2019091211 Traffic - Complaint WP19034749 911 T 10/28/19 23:46 Traffic - Complaint 2019091491 Traffic - Complaint WP19034854 Phone T 10/29/19 12:18 Traffic - Complaint 2019091595 Traffic - Complaint WP19034884 Phone T Traffic - Hazard Total: 2 10/02/19 14:57 Traffic - Hazard 2019083707 Traffic - Hazard WP19031876 Phone THAZARD 10/10/19 07:22 Traffic - Hazard 2019086030 Traffic - Hazard WP19032749 Phone THAZARD Traffic Stop Total: 266 10/01/19 00:28 Traffic Stop 2019083296 Traffic Stop WP19031700 Officer TS ZUERCHER Page 27 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/01/19 01:06 Traffic Stop 2019083302 Officer TS 10/01/19 01:38 Traffic Stop 2019083304 Officer TS 10/01/19 06:40 Traffic Stop 2019083329 Officer TS 10/01/19 13:46 Traffic Stop 2019083430 Traffic Stop WP19031754 Officer TS 10/01/19 15:31 Traffic Stop 2019083447 Traffic Stop WP19031765 Officer TS 10/01/19 23:41 Traffic Stop 2019083557 Traffic Stop WP19031809 Officer TS 10/02/19 02:25 Traffic Stop 2019083579 Officer TS 10/02/19 04:28 Traffic Stop 2019083582 Traffic Stop WP19031819 Officer TS 10/02/19 08:09 Traffic Stop 2019083614 Officer TS 10/02/19 12:35 Traffic Stop 2019083674 Traffic Stop WP19031856 Officer TS 10/02/19 15:27 Traffic Stop 2019083715 Traffic Stop WP19031878 Officer TS 10/03/19 00:32 Traffic Stop 2019083822 Officer TS 10/03/19 02:46 Traffic Stop 2019083839 Officer TS 10/03/19 05:15 Traffic Stop 2019083848 Traffic Stop WP19031928 Officer TS 10/03/19 15:12 Traffic Stop 2019083979 Officer TS 10/03/19 16:31 Traffic Stop 2019083998 Officer TS 10/03/19 17:31 Traffic Stop 2019084014 Traffic Stop WP19032010 Officer TS 10/03/19 18:25 Traffic Stop 2019084030 Officer TS 10/03/19 19:13 Traffic Stop 2019084042 Officer TS 10/03/19 23:15 Traffic Stop 2019084109 Officer TS 10/04/19 02:08 Traffic Stop 2019084125 Officer TS 10/04/19 11:09 Traffic Stop 2019084225 Officer TS 10/04/19 14:28 Traffic Stop 2019084269 Officer TS 10/04/19 15:39 Traffic Stop 2019084295 Traffic Stop WP19032117 TS 10/04/19 17:23 Traffic Stop 2019084329 Officer TS 10/04/19 19:12 Traffic Stop 2019084369 TS 10/04/19 19:39 Traffic Stop 2019084377 Officer TS 10/04/19 23:16 Traffic Stop 2019084460 Officer TS 10/05/19 02:23 Traffic Stop 2019084488 Officer TS 10/05/19 08:24 Traffic Stop 2019084499 Officer TS 10/05/19 09:59 Traffic Stop 2019084515 Officer TS 10/05/19 12:03 Traffic Stop 2019084537 Officer TS 10/05/19 18:23 Traffic Stop 2019084626 Officer TS ZU=RCHER Page 28 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/05/19 18:36 Traffic Stop 2019084632 Traffic Stop WP19032224 Officer TS 10/05/19 23:12 Traffic Stop 2019084736 Officer TS 10/05/19 23:53 Traffic Stop 2019084750 Officer TS 10/06/19 13:00 Traffic Stop 2019084855 Traffic Stop WP19032299 Officer TS 10/06/19 13:18 Traffic Stop 2019084863 Officer TS 10/06/19 14:52 Traffic Stop 2019084888 Traffic Stop WP19032314 Officer TS 10/06/19 23:26 Traffic Stop 2019085020 Officer TS 10/07/19 01:24 Traffic Stop 2019085031 Traffic Stop WP19032374 Officer TS 10/07/19 04:20 Traffic Stop 2019085037 Officer TS 10/07/19 07:00 Traffic Stop 2019085045 Traffic Stop WSRO190323% Officer 10/07/19 16:53 Traffic Stop 2019085210 Officer TS 10/07/19 17:26 Traffic Stop 2019085226 Officer TS 10/07/19 17:46 Traffic Stop 2019085237 Traffic Stop WP19032459 Officer TS 10/08/19 00:21 Traffic Stop 2019085338 Officer TS 10/08/19 00:23 Traffic Stop 2019085339 Drugs WP19032486 Officer TS 10/08/19 01:27 Traffic Stop 2019085349 Officer TS 10/08/19 07:57 Traffic Stop 2019085398 Officer TS 10/08/19 18:31 Traffic Stop 2019085579 Traffic Stop WP19032573 Officer TS 10/08/19 20:01 Traffic Stop 2019085610 Officer TS 10/09/19 09:30 Traffic Stop 2019085745 Traffic Stop WP19032625 Officer TS 10/10/19 09:46 Traffic Stop 2019086056 Officer TS 10/10/19 15:42 Traffic Stop 2019086121 Officer TS 10/10/19 18:26 Traffic Stop 2019086170 Officer TS 10/11/19 09:28 Traffic Stop 2019086302 Traffic Stop WP19032870 Officer TS 10/11/19 09:47 Traffic Stop 2019086306 Officer TS 10/11/19 15:06 Traffic Stop 2019086382 Traffic Stop WP19032905 Officer TS 10/11/19 16:09 Traffic Stop 2019086400 Officer TS 10/11/19 16:14 Traffic Stop 2019086403 Officer TS 10/11/19 16:32 Traffic Stop 2019086407 Officer TS 10/11/19 16:57 Traffic Stop 2019086412 Officer TS 10/11/19 17:23 Traffic Stop 2019086421 Officer TS 10/11/19 17:45 Traffic Stop 2019086428 Officer TS 10/11/19 18:10 Traffic Stop 2019086435 Officer TS ZU=RCHER Page 29 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/11/19 20:20 Traffic Stop 2019086465 Officer TS 10/11/19 20:25 Traffic Stop 2019086467 Officer TS 10/11/19 20:32 Traffic Stop 2019086472 Officer TS 10/11/19 21:14 Traffic Stop 2019086487 Officer TS 10/11/19 23:26 Traffic Stop 2019086523 Officer TS 10/12/19 01:06 Traffic Stop 2019086545 Officer TS 10/12/19 01:25 Traffic Stop 2019086550 Officer TS 10/12/19 01:40 Traffic Stop 2019086552 Officer TS 10/12/19 14:30 Traffic Stop 2019086656 Officer TS 10/12/19 15:51 Traffic Stop 2019086673 Officer TS 10/12/19 15:52 Traffic Stop 2019086674 Traffic Stop WP19033008 Officer TS 10/12/19 15:59 Traffic Stop 2019086675 Officer TS 10/12/19 16:13 Traffic Stop 2019086677 Officer TS 10/12/19 16:21 Traffic Stop 2019086679 Officer TS 10/12/19 16:27 Traffic Stop 2019086681 Officer TS 10/12/19 23:02 Traffic Stop 2019086798 Officer TS 10/13/19 02:31 Traffic Stop 2019086828 Officer TS 10/13/19 10:47 Traffic Stop 2019086878 Traffic Stop WP19033076 Officer TS 10/13/19 17:10 Traffic Stop 2019086968 Traffic Stop WP19033111 Officer TS 10/13/19 17:17 Traffic Stop 2019086972 Officer TS 10/14/19 00:47 Traffic Stop 2019087064 Traffic Stop WP19033138 TS 10/14/19 01:34 Traffic Stop 2019087070 TS 10/14/19 11:56 Traffic Stop 2019087163 Officer TS 10/14/19 12:24 Traffic Stop 2019087170 Traffic Stop WP19033193 Officer TS 10/14/19 13:17 Traffic Stop 2019087182 Officer TS 10/14/19 21:44 Traffic Stop 2019087318 Officer TS 10/15/19 05:52 Traffic Stop 2019087355 Officer TS 10/15/19 07:20 Traffic Stop 2019087360 Officer TS 10/15/19 11:55 Traffic Stop 2019087432 TS 10/15/19 12:22 Traffic Stop 2019087442 TS 10/15/19 12:23 Traffic Stop 2019087443 TS 10/15/19 12:29 Traffic Stop 2019087445 Officer TS 10/15/19 12:36 Traffic Stop 2019087449 Traffic Stop WP19033286 Officer TS ZUERCHER Page 30 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/15/19 12:48 Traffic Stop 2019087451 TS 10/15/19 13:03 Traffic Stop 2019087455 Officer TS 10/15/19 13:15 Traffic Stop 2019087459 Officer TS 10/15/19 18:02 Traffic Stop 2019087538 Officer TS 10/15/19 23:45 Traffic Stop 2019087619 Officer TS 10/15/19 23:52 Traffic Stop 2019087622 Traffic Stop WP19033361 Officer TS 10/16/19 00:11 Traffic Stop 2019087625 Traffic Stop WP19033362 Officer TS 10/16/19 00:12 Traffic Stop 2019087626 Officer TS 10/16/19 00:45 Traffic Stop 2019087632 Traffic Stop WP19033365 Officer TS 10/16/19 00:47 Traffic Stop 2019087633 Officer TS 10/16/19 01:02 Traffic Stop 2019087636 Traffic Stop WP19033367 Officer TS 10/16/19 02:58 Traffic Stop 2019087648 Traffic Stop WP19033373 Officer TS 10/16/19 11:06 Traffic Stop 2019087702 Officer TS 10/16/19 12:43 Traffic Stop 2019087723 Officer TS 10/16/19 12:54 Traffic Stop 2019087726 Officer TS 10/16/19 17:53 Traffic Stop 2019087818 Traffic Stop WP19033457 Officer TS 10/16/19 22:51 Traffic Stop 2019087890 Officer TS 10/16/19 23:17 Traffic Stop 2019087896 Officer TS 10/16/19 23:42 Traffic Stop 2019087901 Officer TS 10/17/19 15:07 Traffic Stop 2019088068 Officer TS 10/17/19 22:03 Traffic Stop 2019088188 Officer TS 10/18/19 00:23 Traffic Stop 2019088211 Officer TS 10/18/19 00:32 Traffic Stop 2019088213 Officer TS 10/18/19 02:10 Traffic Stop 2019088230 Officer TS 10/18/19 06:13 Traffic Stop 2019088259 Officer TS 10/18/19 06:33 Traffic Stop 2019088265 Traffic Stop WP19033614 Officer TS 10/18/19 06:45 Traffic Stop 2019088267 Officer TS 10/18/19 08:57 Traffic Stop 2019088287 Officer TS 10/18/19 09:21 Traffic Stop 2019088296 Officer TS 10/18/19 10:02 Traffic Stop 2019088305 Officer TS 10/18/19 10:49 Traffic Stop 2019088319 Officer TS 10/18/19 10:57 Traffic Stop 2019088322 Officer TS 10/18/19 11:53 Traffic Stop 2019088333 Officer TS ZUERCHER Page 31 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/18/19 11:57 Traffic Stop 2019088334 Officer TS 10/18/19 12:42 Traffic Stop 2019088338 Officer TS 10/18/19 23:47 Traffic Stop 2019088563 Officer TS 10/19/19 01:06 Traffic Stop 2019088581 Officer TS 10/19/19 22:10 Traffic Stop 2019088850 Traffic Stop WP19033824 Officer TS 10/20/19 00:36 Traffic Stop 2019088887 Officer TS 10/20/19 01:28 Traffic Stop 2019088897 Officer TS 10/20/19 01:43 Traffic Stop 2019088902 Traffic Stop WP19033850 Officer TS 10/20/19 10:39 Traffic Stop 2019088952 Officer TS 10/20/19 16:53 Traffic Stop 2019089032 Officer TS 10/20/19 22:08 Traffic Stop 2019089102 Officer TS 10/20/19 22:15 Traffic Stop 2019089103 Officer TS 10/20/19 23:18 Traffic Stop 2019089110 Officer TS 10/20/19 23:28 Traffic Stop 2019089113 Officer TS 10/20/19 23:29 Traffic Stop 2019089114 Traffic Stop WP19033952 Officer TS 10/21/19 00:34 Traffic Stop 2019089124 Drugs WP19033955 Officer TS 10/21/19 02:07 Traffic Stop 2019089131 Officer TS 10/21/19 02:32 Traffic Stop 2019089133 Officer TS 10/21/19 03:42 Traffic Stop 2019089137 Officer TS 10/21/19 06:29 Traffic Stop 2019089145 Traffic Stop WP19033963 Officer TS 10/21/19 09:28 Traffic Stop 2019089175 Traffic Stop WP19033978 Officer TS 10/21/19 09:51 Traffic Stop 2019089179 Officer TS 10/21/19 10:03 Traffic Stop 2019089182 Officer TS 10/21/19 10:14 Traffic Stop 2019089189 Officer TS 10/21/19 10:32 Traffic Stop 2019089191 Officer TS 10/21/19 12:48 Traffic Stop 2019089225 Officer TS 10/21/19 16:37 Traffic Stop 2019089270 Officer TS 10/21/19 17:59 Traffic Stop 2019089284 Officer TS 10/21/19 20:35 Traffic Stop 2019089331 Officer TS 10/22/19 02:02 Traffic Stop 2019089370 Officer TS 10/22/19 02:09 Traffic Stop 2019089372 Officer TS 10/22/19 02:37 Traffic Stop 2019089375 Officer TS 10/22/19 09:10 Traffic Stop 2019089421 Officer TS ZUERCHER Page 32 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/22/19 22:32 Traffic Stop 2019089661 Officer TS 10/23/19 11:08 Traffic Stop 2019089761 Officer TS 10/23/19 13:06 Traffic Stop 2019089795 Officer TS 10/23/19 14:48 Traffic Stop 2019089823 Officer TS 10/23/19 14:58 Traffic Stop 2019089825 Officer TS 10/23/19 15:11 Traffic Stop 2019089833 Officer TS 10/23/19 15:31 Traffic Stop 2019089842 Officer TS 10/23/19 18:55 Traffic Stop 2019089905 Officer TS 10/23/19 19:28 Traffic Stop 2019089919 Officer TS 10/23/19 20:40 Traffic Stop 2019089946 Officer TS 10/23/19 20:55 Traffic Stop 2019089953 Officer TS 10/23/19 21:08 Traffic Stop 2019089962 Officer TS 10/23/19 21:13 Traffic Stop 2019089963 Warrant - Arrest WP19034279 Officer TS 10/23/19 21:56 Traffic Stop 2019089973 Traffic Stop WP19034283 Officer TS 10/23/19 22:17 Traffic Stop 2019089978 Officer TS 10/23/19 22:37 Traffic Stop 2019089984 Traffic Stop WP19034286 Officer TS 10/23/19 22:52 Traffic Stop 2019089986 Officer TS 10/23/19 23:15 Traffic Stop 2019089992 Officer TS 10/24/19 05:29 Traffic Stop 2019090031 Officer TS 10/24/19 10:19 Traffic Stop 2019090089 Officer TS 10/24/19 10:59 Traffic Stop 2019090105 Officer TS 10/24/19 12:18 Traffic Stop 2019090124 Officer TS 10/24/19 12:40 Traffic Stop 2019090126 Officer TS 10/24/19 13:02 Traffic Stop 2019090130 Officer TS 10/24/19 13:09 Traffic Stop 2019090133 Officer TS 10/24/19 13:56 Traffic Stop 2019090144 Officer TS 10/24/19 16:41 Traffic Stop 2019090192 Officer TS 10/25/19 01:00 Traffic Stop 2019090320 Officer TS 10/25/19 01:10 Traffic Stop 2019090323 Traffic Stop WP19034417 Officer TS 10/25/19 02:18 Traffic Stop 2019090332 Traffic Stop WP19034421 Officer TS 10/25/19 05:49 Traffic Stop 2019090345 Officer TS 10/25/19 07:59 Traffic Stop 2019090368 Traffic Stop WP19034438 Officer TS 10/25/19 08:41 Traffic Stop 2019090377 Officer TS ZUERCHER Page 33 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/25/19 10:58 Traffic Stop 2019090418 TS 10/25/19 11:04 Traffic Stop 2019090419 Officer TS 10/25/19 11:48 Traffic Stop 2019090432 TS 10/25/19 11:59 Traffic Stop 2019090436 TS 10/25/19 12:11 Traffic Stop 2019090440 TS 10/25/19 12:20 Traffic Stop 2019090443 TS 10/25/19 12:49 Traffic Stop 2019090455 TS 10/25/19 14:11 Traffic Stop 2019090486 Officer TS 10/25/19 14:42 Traffic Stop 2019090496 Officer TS 10/25/19 16:49 Traffic Stop 2019090528 Officer TS 10/25/19 21:17 Traffic Stop 2019090626 Officer TS 10/25/19 22:55 Traffic Stop 2019090653 Officer TS 10/25/19 23:30 Traffic Stop 2019090661 Officer TS 10/26/19 01:14 Traffic Stop 2019090683 Warrant - Arrest WP19034548 Officer TS 10/26/19 02:14 Traffic Stop 2019090690 Juvenile - Curfew Violation WP19034552 Officer TS 10/26/19 05:40 Traffic Stop 2019090699 Officer TS 10/26/19 08:08 Traffic Stop 2019090711 Traffic Stop WP19034559 Officer TS 10/26/19 11:15 Traffic Stop 2019090746 Traffic Stop WP19034568 TS 10/26/19 13:08 Traffic Stop 2019090767 Traffic Stop WP19034574 Officer TS 10/26/19 13:25 Traffic Stop 2019090772 Traffic Stop WP19034575 Officer TS 10/26/19 17:14 Traffic Stop 2019090843 Officer TS 10/26/19 19:45 Traffic Stop 2019090881 Officer TS 10/26/19 21:23 Traffic Stop 2019090913 Officer TS 10/27/19 01:41 Traffic Stop 2019090972 Officer TS 10/27/19 08:30 Traffic Stop 2019091000 Officer TS 10/27/19 10:50 Traffic Stop 2019091026 Officer TS 10/27/19 11:03 Traffic Stop 2019091033 Officer TS 10/27/19 13:08 Traffic Stop 2019091059 TS 10/27/19 16:32 Traffic Stop 2019091104 Traffic Stop WP19034709 Officer TS 10/27/19 19:55 Traffic Stop 2019091157 Officer TS 10/27/19 23:00 Traffic Stop 2019091192 Officer TS 10/27/19 23:15 Traffic Stop 2019091196 Officer TS 10/27/19 23:42 Traffic Stop 2019091201 Traffic Stop WP19034746 Officer TS ZUERCHER Page 34 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/28/19 00:32 Traffic Stop 2019091210 Officer TS 10/28/19 01:04 Traffic Stop 2019091216 Officer TS 10/28/19 01:15 Traffic Stop 2019091217 Officer TS 10/28/19 09:07 Traffic Stop 2019091259 Traffic Stop WP19034767 Officer TS 10/28/19 09:18 Traffic Stop 2019091262 Officer TS 10/28/19 11:03 Traffic Stop 2019091278 Traffic Stop WP19034774 Officer TS 10/28/19 12:09 Traffic Stop 2019091303 Officer TS 10/28/19 16:20 Traffic Stop 2019091378 Officer TS 10/28/19 20:18 Traffic Stop 2019091457 Officer TS 10/28/19 21:59 Traffic Stop 2019091478 Officer TS 10/29/19 02:56 Traffic Stop 2019091514 Officer TS 10/29/19 07:25 Traffic Stop 2019091534 Officer TS 10/29/19 08:31 Traffic Stop 2019091545 Officer TS 10/29/19 08:41 Traffic Stop 2019091547 Traffic Stop WP19034871 Officer TS 10/29/19 10:32 Traffic Stop 2019091575 Officer TS 10/29/19 10:39 Traffic Stop 2019091577 Officer TS 10/29/19 10:53 Traffic Stop 2019091579 Officer TS 10/29/19 11:09 Traffic Stop 2019091583 Officer TS 10/29/19 17:00 Traffic Stop 2019091663 Officer TS 10/29/19 17:05 Traffic Stop 2019091667 Officer TS 10/30/19 00:08 Traffic Stop 2019091770 Officer TS 10/30/19 00:36 Traffic Stop 2019091775 Officer TS 10/30/19 01:39 Traffic Stop 2019091786 Officer TS 10/30/19 04:51 Traffic Stop 2019091803 Officer TS 10/30/19 05:49 Traffic Stop 2019091806 Traffic Stop WP19034963 Officer TS 10/30/19 13:19 Traffic Stop 2019091891 Officer TS 10/30/19 13:27 Traffic Stop 2019091892 Officer TS 10/30/19 15:10 Traffic Stop 2019091919 Officer TS 10/30/19 17:37 Traffic Stop 2019091963 Officer TS 10/30/19 23:24 Traffic Stop 2019092030 Officer TS 10/31/19 00:12 Traffic Stop 2019092038 Officer TS 10/31/19 08:45 Traffic Stop 2019092078 Officer TS 10/31/19 21:10 Traffic Stop 2019092270 Officer TS ZUERCHER Page 35 of 36 Incident Start Date/Time Initial Call CFS # Final Incident Case Number Codes How Reported 10/31/19 21:20 Traffic Stop 2019092277 TS Officer Traffic Stop; Dispatch - CAD - Addressing Problems Total: 1 10/27/19 00:30 Traffic Stop ; Dispatch - 2019090956 Officer TS: DISPCAD Training Total: 2 10/01/1910:12 Training 2019083376 10/09/1913:29 Training 2019085808 Trespass Total: 1 10/26/19 13:44 Trespass 2019090780 Unwanted Person Unwanted Person Total: 1 10/05/19 00:05 Unwanted Person 2019084471 Unwanted Person Unwanted Person; Domestic Disturbance Total: 1 10/17/19 04:00 Unwanted Person; 2019087930 Assault Vehicle Off Road Total: 1 10/12/19 08:25 Vehicle Off Road Walk Away Total: 2 10/08/19 10:24 Walk Away 10/18/19 22:02 Walk Away Warrant - Arrest Total: 1 10/07/19 12:28 Warrant - Arrest Warrant - Attempt Total: 8 10/01/19 04:39 Warrant - Attempt 10/08/19 09:43 Warrant - Attempt 10/10/19 15:29 Warrant - Attempt 10/11/19 16:34 Warrant - Attempt 10/11/19 19:35 Warrant - Attempt 10/12/19 13:44 Warrant - Attempt 10/24/19 21:22 Warrant - Attempt 10/30/19 14:36 Warrant - Attempt Total Records: 1025 2019086592 2019085442 Walk Away 2019088535 Walk Away 2019085143 Warrant - Arrest 2019083318 2019085430 2019086117 2019086409 2019086459 2019086646 2019090279 Warrant - Arrest 2019091907 P one TRAIN IN TRAINING one WP19034579 TRES Phone WP19032163 UNWANTnF' WP19033498 UNWANTEb; VOR Phone WP19032520 WALKAWAY WP19033714 WALKAWAQne WSIU1903242 WARREOTicer WATTEMPT WATTEMPTer WATTEMPT WATTEMPTer WATTEMPT WATTEMPT WP19034409 WATTEMPTer WATTEMPT ZU=RCHER Page 36 of 36