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City Council Agenda Packet 11-13-2023AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, November 13, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL WORKSHOP 5:30 p.m. 5:30 p.m. Cannabis Regulation Update Mayor: Lloyd Hilgart Council Members: Charlotte Gabler, Tracy Hinz, Lee Martie, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Regular Meeting Minutes from October 23, 2023 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates • City Announcements - Winter Coat Drive - Hi -Way Liquors Fall Wine Sale - Thanksgiving • MCC Announcements - MCC Door Repairs F. Council Liaison Update • CMRP • IEDC • Planning Commission • EDA • 1-94 Coalition G. Department Updates • IT Department Update • Construction 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 updated Letter of Agreement between the City of Monticello and Northern States Power Company (Xcel Energy) for emergency response to the Monticello Nuclear Generating Plant Consideration of adopting Ordinance 814 amending Title VII, Traffic Code, Chapter 70, Section 70.02, Parking and Stopping, relating to snow events Consideration of adopting Resolution 2023-94 authorizing submittal of a Community Energy Transition (CET) Grant application in the amount of $1,000,000 in each of the grant fiscal years 2024 and 2025 G. Consideration of adopting Ordinance 815, an amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Sections 153.012 — Definitions and 153.042 — Common District Requirements to allow certain encroachments into the required front yard for single and/or two-family residences and including definitions or other regulations necessary to define and limit the intent or application of the proposed amendment. Applicant: Nancy and Jonathan Parker H. Consideration of approving the Final Stage PUD for Lot 1, Block 1, Great River Second Addition and First Amendment to Development Contract for the Great River Second Addition and adopting Ordinance 816 rezoning Lot 1, Block 1, Great River 2nd Addition to the Great River Addition Planned Unit Development 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of selecting a mechanical system for the Public Works Facility Project 5. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, October 23, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Charlotte Gabler, Tracy Hinz, Lee Martie and Sam Murdoff Absent: None. 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Gabler moved approval of the agenda. Councilmember Hinz seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special meeting minutes from September 25, 2023 • Regular Meeting Minutes from September 25, 2023 Councilmember Gabler moved to approve the minutes. Councilmember Martie seconded the motion. Motion carried unanimously. D. Citizen Comments • John Wieser, 8461 Gateway Circle — commented on his Spectrum bill. He questioned whether the City could do anything about the fact that the account number and the security code both show through the window of the envelope. City Administrator Rachel Leonard responded that the City would relay this information to the Cable Commission to • Ty Weiss, 714 E. 7t" Street #205. In reference to Mr. Wieser's comments, Ms. Weiss noted that the apartment building where she lives only offers Spectrum and not FiberNet. E. Public Service Announcements ➢ Haley Foster, Communications & Marketing Specialist, noted the following public announcements: • Winter Coat Drive • Riverside Cemetery Fall Clean Up • Fall Leaf Pick Up • Hi -Way Liquors Fall Wine Sale City Council Minutes: October 23, 2023 Page 1 1 8 • Veterans Day • Indoor Farmers Market • MCC Door Repairs F. Council Liaison Updates • EDA—Councilmember Hinz gave an update on the EDA meeting held October 11. The EDA reviewed the 2023 Housing market Study and reviewed and recommended a Tax Abatement Policy. • 1-94 Coalition — Councilmember Gabler noted that the coalition met on October 19. The meeting included an update on State and Federal projects. G. Department Update • Wright County Sheriff's Office Quarterly Update — Sergeant Triplett presented the WCSO third quarter report. • Arvig/FiberNet Quarterly Update — Mark Birkholz, Arvig, reviewed the third quarter report. • Construction Update — Matt Leonard, City Engineer/Public Works Director, provided an update on the current construction projects in Monticello. 2. Consent Agenda: Councilmember Gabler moved approval of the Consent Agenda excluding item K. Councilmember Murdoff seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $1,371,353.43. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for the MCC and terminations for the building department and Hi -Way Liquors. C. Consideration of approving the sale/disposal of surplus city property. Action taken: No report this cycle. D. Consideration of adopting Resolution 2023-88 accepting donations for Fire Department general use. Action taken: Resolution accepting the donations was adopted. E. Consideration of adopting Resolution 2023-89 approving the issuance of a lawful off -set gambling permit to the Monticello Lions to conduct purse bingo at the American Legion Post 260, 304 Elm Street, on November 11, 2023. Action taken: Resolution approving the gambling permit was adopted. City Council Minutes: October 23, 2023 Page 2 1 8 F. Consideration of adopting Ordinance amending the fee schedule to adjust urn vase fee. Action taken: Ordinance amending the fee schedule was adopted. G. Consideration of approving an amendment to the construction agreement between Wright County and City of Monticello for improvements on CSAH 75, Broadway Street West. Action taken: Agreement amendment was approved. H. Consideration of approving a funding and construction agreement between Wright County and the City of Monticello for improvements on CSAH 75, Broadway Street East. Action taken: Agreement amendment was approved. I. Consideration of approving a request for a Conditional Use Permit for accessory structures exceeding 1,200 square feet in the R-2, Single and Two -Family Residential District. Applicant: Linn D. Jensen. Action taken: Conditional Use Permit was approved subject to conditions in Exhibit Z and based on findings in Resolution PC -2023-28. J. Consideration of approving a request for a Conditional Use Permit for accessory structures exceeding 1,200 square feet in the R -w, Single -Family Residential District. Applicant: Chip Bauer Construction, Inc. on behalf of John and Tara Thurber. Action taken: Conditional Use Permit was approved subject to conditions in Exhibit Z and based on findings in Resolution PC -2023-29. K. Consideration of approving a request for Development Stage Planned Unit Development (PUD) for a 150 -unit Multi -Family Residential Building in the B-3, Highway Business District. Applicant: Briggs Companies. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. L. Consideration of adopting Resolution 2023-90 setting a public hearing for November 27, 2023, for the layout approval for the 1-94 Gap Project, State Project 8680-189. Action taken: Adopted the resolution setting public hearing for November 27, 2023. 2A. Consideration of items removed from the consent agenda for discussion K Consideration of approving a request for Development Stage Planned Unit Development (PUD) for a 150 -unit Multi -Family Residential Building in the B-3, Highway Business District. Applicant: Briggs Companies Councilmember Murdoff removed the item from the Consent Agenda for discussion. His concern was about the variations in heights of garage doors. Pat Briggs, developer, responded that the variations in heights and widths of garages are based on the demand by users for various types of vehicles. Councilmember Murdoff noted that he would like to see the roof be elevated over the smaller City Council Minutes: October 23, 2023 Page 3 1 8 garages, so they weren't so diverse. Mr. Briggs commented that he would review the elevations. Mayor Hilgart added that he understands the need for larger garages, but he doesn't support them. Mayor Hilgart expressed concern that the applicant has not yet requested Tax Increment Financing, so the amount is unknown. Mr. Briggs noted that he does not know what the request for TIF will be. Mayor Hilgart commented that 400 other multi -housing units are currently being built in the City, therefore, he does not support the project. Mayor Hilgart moved to table the item. There was no second, therefore, the motion died. Councilmember Murdoff moved approval of the request for Development Stage Planned Unit Development (PUD) for a 150 -unit Multi -Family Residential Building in the B-3, Highway Business District. Councilmember Martie seconded the motion. Motion carried 4-1; Mayor Hilgart voted against for reasons listed above. 3. Public Hearings: A. Consideration of adopting Resolution 2023-91 approving the assessment roll for delinauent utilitv billine accounts to be certified for 2024 oavable tax vear Sarah Rathlisberger, Finance Director, presented the assessment roll for delinquent utility billing accounts. Ms. Rathlisberger noted for the record, the City received information in opposition to the assessment by a representative of property located at 5131 Martin Drive, PID 155073006010. Mayor Hilgart opened the public hearing. There was no public testimony. Mayor Hilgart closed the public hearing. There was minimal discussion by the City Council. Councilmember Gabler moved to adopt the resolution approving the assessment roll for delinquent utility billing accounts. Councilmember Martie seconded the motion. Motion carried unanimously. B. Consideration of adopting the Monticello Business Subsidy Policy as amended, based on Findings in Resolution 2023-92 Jim Thares, Economic Development Manager, presented the Monticello Business Subsidy Policy as amended. The amendment was recommended to incorporate Tax Abatement within the listing of subsidy programs offered by the City. The City Council Minutes: October 23, 2023 Page 4 1 8 proposed amendments also bring the policy's language into alignment with more recent statutory requirements. Councilmember Gabler questioned how housing fits in this policy. Jim Thares noted that housing is a tool that the City can use. Rachel Leonard, City Administrator, added that both the Comprehensive Plan and these tools help to create a well-rounded community and in order to stimulate economic development there needs to be support for housing. Mayor Hilgart opened the public hearing. There was no public testimony. Mayor Hilgart closed the public hearing. Councilmember Hinz moved adoption of Resolution 2023-92 adopting the Monticello Business Subsidy Policy as amended. Councilmember Gabler seconded the motion. Motion carried unanimously. 4. Regular Agenda: A. Consideration of adopting Resolution 2023-93 authorizing the City of Monticello Tax Abatement Policy Jim Thares presented the Tax Abatement Policy. Tax abatement is a business subsidy tool similar to Tax Increment Financing, however, it is more flexible in that it may be used to support a wider variety of development projects. Some of the reasons to use tax abatement are: retain or create jobs; enhance or diversify the economy; provide transportation; remove blight and encourage redevelopment; affordable housing; and improve quality of life. There was minimal discussion by the City Council. Councilmember Martie moved to adopt Resolution 2023-93 authorizing the Tax Abatement Policy. Councilmember Murdoff seconded the motion. Motion carried unanimously. B. Consideration of adopting the Parks, Arts, and Recreation Comprehensive Needs Assessment Summary provided by Bolton & Menk Tom Pawelk, Parks & Recreation Director, initialized the item and introduces Eric Holt, Bolton & Menk project manager. Mr. Holt gave a presentation on the Parks, Arts, and Recreation Comprehensive Needs Assessment summary. The summary included information on community engagement (survey), recreational trends, inventory and focus group outreach, peer community comparisons, NRPA comparative metrics, park conditions and amenities, mapping, parks proximity and trails map, active recreation map, family use facilities, and specialty programming. He also reviewed the key takeaways from the needs assessment. City Council Minutes: October 23, 2023 Page 5 18 Councilmember Murdoff had a concern that ADA wasn't addressed in the assessment. The City has an ADA Transition Plan and Tom Pawelk noted that any of the projects being completed include making sure they are ADA compliant. Councilmember Hinz added that it would be appreciated to have items such as ADA, inclusivity, and diversity addressed in the report. Councilmember Murdoff also had a concern about the mapping of the family use facilities. There is an issue with the various age playgrounds. Eric Holt noted that these maps are drafts and are in the process of being refined and finalized. Anna Springer, Bolton & Menk landscape architect, gave an overview of the system planning portion of the project and future Parks, Arts, and Recreation System Master Planning. Councilmember Murdoff moved to adopt the Parks, Arts, and Recreation Comprehensive Needs Assessment Summary. Councilmember Hinz seconded the motion. Motion carried unanimously. C. Consideration of adogtinR the Monticello Communitv Center Entrepreneur Kitchen Program Tom Pawelk gave an overview of the proposed Monticello Community Center Entrepreneur Kitchen Program. The program will provide an affordable, shared kitchen space to stimulate small business growth for entrepreneurs during their start-up phase. Councilmember Martie questioned whether the liability coverage required was adequate per state statute. Currently the document notes $1,000,000 of coverage, but depending on which state statute this falls under, liability could be $1,500,000. This should be clarified. Tom Pawelk noted he will communicate with legal counsel and make sure the correct statute and amount is included in the document. Councilmember Murdoff added that staff may want to consider an "act of God" clause for unforeseen circumstances that may come up where the person wouldn't be able to use the space. Mr. Pawelk will review. Councilmember Martie moved to adopt the Monticello Community Center Entrepreneur Kitchen Program with clarification on the general liability coverage per State Statute 466.04. Councilmember Murdoff seconded the motion. Motion carried unanimously. D. Consideration of approving the annual Snowplowing and Ice Removal Policy for 2023-2024 snow season City Council Minutes: October 23, 2023 Page 6 18 Matt Leonard, Public Works Director/City Engineer, presented the policy. The policy was amended in 2022-2023 to not allow parking when there is a snow event. This did not work well and there was limited compliance which made roads difficult to plow. Therefore, staff requested to return to the previous policy of not parking on the street overnight. He added that Wright County Sheriff's Office requested that the hours of no parking be extended from 2 a.m. to 6 a.m. to midnight to 6 a.m. to give more time to enforce on -street parking violations. The maps for plowing were amended and updated. Mr. Leonard reviewed the update to the sidewalk/trail map. Councilmember Murdoff noted that he did not support moving the no parking to midnight. Rachel Leonard commented that having the larger window of road closure allows for more efficient enforcement and the ability to plow the roads. She added that the responsibility to plow the streets is a public safety effort. Sergeant Triplett addressed the City Council. He noted the more time allows for the deputies to educate for compliance, but they will enforce whatever the City approves. Ty Weiss, 714 E. 7th Street #205, addressed the City Council and stated that people should be allowed to park until 1 a.m. because of bar closing. Councilmember Gabler moved to adopt the Snowplowing and Ice Removal Policy for the 2023-2024 with no parking November 15 — April 1 from midnight to 6 a.m. Councilmember Martie seconded the motion. Motion failed 2-3; Councilmembers Gabler, Hinz, and Murdoff voted against. The reason for voting against is that they don't want the no parking to begin at midnight. Councilmember Gabler moved to adopt the Snowplowing and Ice Removal Policy for the 2023-2024 with no parking November 15 — April 1 from 1 a.m. — 6 a.m. Councilmember Murdoff seconded the motion. Motion carried unanimously. Consideration of authorizing RJM Construction to provide construction management services for the construction of the new public works facility Rachel Leonard gave a brief history of the proposed public works facility, including the project timeline, land acquisition, and hiring of an architect. Matt Leonard commented on the process and purpose of construction management services. He then noted that nine proposals were received, three firms were interviewed at a special council meeting. It was recommended to select RJM Construction. City Council Minutes: October 23, 2023 Page 7 18 There was minimal discussion by the City Council. Councilmember Murdoff moved to authorize RJIM Construction to provide construction management services for the construction of the new public works facility. Councilmember Martie seconded the motion. Motion carried unanimously. 5. Adjournment: The meeting was adjourned at 9:44 p.m. Recorder: Jennifer Schreiber Attest: City Administrator City Council Minutes: October 23, 2023 Page 8 1 8 City Council Agenda: 11/13/2023 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 11/13/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the bill and purchase card registers for a total amount of $4,451,219.33. 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 the Council initially and card purchases must comply with the policy. If the 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. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: julie.cheney Printed: 11/01/2023 - 2:47PM Batch: 00204.10.2023 - 204.10.2023 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Monticello Reference Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 ACH Enabled: True 10/31/2023 5863599-6 - Animal Shelter 25.17 10/31/2023 101-42700-438100 10/31/2023 5828859-8 - Storage Garage 15.00 10/31/2023 101-41940-438100 10/31/2023 5864452-7 - Library 27.61 10/31/2023 101-45501-438100 10/31/2023 5837384-6 - Publc Works 82.40 10/31/2023 101-43127-438100 10/31/2023 6401745330-5 - 349 W Broadway 27.92 10/31/2023 101-45204-438100 10/31/2023 5788570-9 - Hi Way Liquor 69.79 10/31/2023 609-49754-438100 10/31/2023 5804618-6 - Parks (Fallon) 15.00 10/31/2023 101-45201-438100 10/31/2023 5768542-2 - MCC 1,107.82 10/31/2023 226-45126-438100 10/31/2023 5768542-2 - City Hall 47.91 10/31/2023 101-41940-438100 10/31/2023 5820786-1 - Public Works 15.00 10/31/2023 101-43127-438100 10/31/2023 5799425-3 - Public Works 34.02 10/31/2023 101-43127-438100 10/31/2023 5821009-7 - Parks 45.28 10/31/2023 101-45201-438100 10/31/2023 5768542-2 - National Guard 23.95 10/31/2023 101-42800-438100 10/31/2023 5768542-2 - Senior Center 17.96 10/31/2023 101-45175-438100 10/31/2023 8000015233-2 - WWTP 1,854.38 10/31/2023 602-49480-438100 10/31/2023 5806932-9 - Parks 15.00 10/31/2023 101-45201-438100 10/31/2023 5799427-9 - Public Works 15.00 10/31/2023 101-43127-438100 10/31/2023 11077481-7 - Fire Station 90.79 10/31/2023 101-42200-438100 10/31/2023 8235333-5 - DMV 16.11 10/31/2023 653-41990-438100 10/31/2023 5843395-4 - Facilities 15.00 10/31/2023 701-00000-438100 10/31/2023 6402462182-9 - Old Help Center 16.11 10/31/2023 701-00000-438100 10/31/2023 8235331-9 - DMV 16.11 10/31/2023 653-41990-438100 10/31/2023 6403095858-7 - 213 W Broadway 17.12 10/31/2023 101-45204-438100 Check Total: 3,610.45 Vendor: 6271 CLUB AUTOMATION - DAXCO LLC Check Sequence: 2 ACH Enabled: True INV232466 Monthly service, credit card, app & software fee 1,376.12 10/31/2023 702-00000-431900 Check Total: 1,376.12 Vendor: 2050 DEMVI LLC Check Sequence: 3 ACH Enabled: True AP -Computer Check Proof List by Vendor (11/01/2023 - 2:47 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 10/25/2023 Parking Lot Maintenance - Oct 2023 213.86 10/31/2023 213-46301-431991 Check Total: 213.86 Vendor: 2439 DEPT OF EMPLOYMENT & ECON DEVELOPMNT Check Sequence: 4 ACH Enabled: True Qtr 3 2023 Qtr 3 2023 Unemployment Benefits - MCC 147.96 10/31/2023 226-45122-414200 Qtr 3 2023 Qtr 3 2023 Unemployment Benefits - MCC 5.00 10/31/2023 226-45127-443990 Qtr 3 2023 Qtr 3 2023 Unemployment Benefits - Liquor 1,886.37 10/31/2023 609-49754-414200 Qtr 3 2023 Qtr 3 2023 Unemployment Benefits - Streets 4,342.00 10/31/2023 101-43120-414200 Qtr 3 2023 Qtr 3 2023 Unemployment Benefits - Elections 15.30 10/31/2023 101-41410-443990 Check Total: 6,396.63 Vendor: 6041 HEALTHEQUITY INC Check Sequence: 5 ACH Enabled: True 16676753 Participant Fee - Oct 2023 41.00 10/31/2023 101-41800-413500 40772698 DSA - Dependent Care 384.60 10/31/2023 101-00000-217200 Check Total: 425.60 Vendor: 5188 HEALTHY CONTRIBUTIONS Check Sequence: 6 ACH Enabled: True 10/31/2023 AARP Supplement/At Your Best 8.20 10/31/2023 226-45122-430900 Check Total: 8.20 Vendor: 5646 JACK HENRY & ASSOCIATES, INC. Check Sequence: 7 ACH Enabled: True 10/1/2023 Client Account Fees - Oct 2023 49.37 10/31/2023 226-45122-443980 Check Total: 49.37 Vendor: 1698 LEE MARTIE Check Sequence: 8 ACH Enabled: False 10/31/2023 FICA Pint 297.60 10/31/2023 101-41110-410300 Check Total: 297.60 Vendor: 1343 MN DEPT OF COMMERCE Check Sequence: 9 ACH Enabled: True 10/30/2023 Unclaimed Property 7/1/22 - 6/30/23 (Mills) 39.86 10/31/2023 601-00000-202010 10/30/2023 Unclaimed Property 7/1/22 - 6/30/23 (Mills) 1.00 10/31/2023 101-41520-443990 Check Total: 40.86 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 10 ACH Enabled: True Sept Sept Sales Tax - General 123.51 10/31/2023 101-00000-208100 Sept Sept Sales Tax - General 0.49 10/31/2023 101-41310-443990 Sept Sept Waste Tax - General 156.30 10/31/2023 101-00000-208120 Sept Sept Waste Tax - General -0.30 10/31/2023 101-00000-362900 AP -Computer Check Proof List by Vendor (11/01/2023 - 2:47 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Sept Sept Sales Tax - MCC 3,997.06 10/31/2023 226-00000-208100 Sept Sept Sales Tax - MCC -0.06 10/31/2023 226-45122-362900 Sept Sept Sales Tax - Water 4,042.17 10/31/2023 601-00000-208100 Sept Sept Sales Tax - Water -0.17 10/31/2023 601-00000-362900 Sept Sept Sales Tax - Liquor 55,643.11 10/31/2023 609-00000-208100 Sept Sept Sales Tax - Liquor -0.11 10/31/2023 609-00000-362900 10/31/2023 Check Total: 63,962.00 10/31/2023 701-00000-438100 Vendor: 4732 MONEY MOVERS, INC. 708.16 10/31/2023 Check Sequence: 11 161096 Fitness Rewards - Sept 2023 16.25 10/31/2023 226-45122-430900 ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (11/01/2023 - 2:47 PM) Page 3 Check Total: 16.25 Vendor: 3679 SUPERIOR PRESS Check Sequence: 12 10/31/2023 Deposit Bags (1,000) 158.41 10/31/2023 101-41520-421990 Check Total: 158.41 Vendor: 1585 XCEL ENERGY Check Sequence: 13 10/31/2023 51-6505911-8 -DMV 519.96 10/31/2023 653-41990-438100 10/31/2023 51-6505911-8 - Facilities Mgmt 211.94 10/31/2023 701-00000-438100 10/31/2023 51-6505915-2 - Parks 708.16 10/31/2023 101-45201-438100 10/31/2023 51-6505911-8 -MCC 10,322.37 10/31/2023 226-45126-438100 10/31/2023 51-6505912-9 - Animal Shelter 243.07 10/31/2023 101-42700-438100 10/31/2023 51-6505911-8 - Library 1,209.67 10/31/2023 101-45501-438100 10/31/2023 51-6505907-2 - Park Lots- auto 84.03 10/31/2023 101-43160-438100 10/31/2023 51-6505907-2 - Parking Lots 55.12 10/31/2023 101-43160-438100 10/31/2023 51-6505905-0 - Water 16,528.06 10/31/2023 601-49440-438100 10/31/2023 51-6505915-2 - Ice Rink 33% 111.85 10/31/2023 601-49440-438100 10/31/2023 ZZZNEP-IMPLEM- 51-6505908-3 21.04 10/31/2023 101-42500-438100 10/31/2023 51-6505911-8 - City Hall 2,278.97 10/31/2023 101-41940-438100 10/31/2023 51-6505914-1 - Shop/Garage 1,520.42 10/31/2023 101-43127-438100 10/31/2023 51-6505911-0 - Fire Station 1,503.57 10/31/2023 101-42200-438100 10/31/2023 51-7780310-4 - Bldg. Inspec. G 38.61 10/31/2023 101-41940-438100 10/31/2023 51-0623082-8 - MontiArts 43.19 10/31/2023 101-45204-438100 10/31/2023 51-6505915-2 - NSP- Softball 354.11 10/31/2023 101-45203-438100 10/31/2023 51-6505911-8 - Liquor Store 2,299.42 10/31/2023 609-49754-438100 10/31/2023 51-6505906-1 - Sewer 1,427.47 10/31/2023 602-49490-438100 10/31/2023 51-6505911-8 - Senior Center 536.23 10/31/2023 101-45175-438100 10/31/2023 51-6572904-0- WWTP 23,485.33 10/31/2023 602-49480-438100 10/31/2023 51-6505915-2 - NSP- consc/sec. 79.88 10/31/2023 101-45203-438100 10/31/2023 51-6505916-3 - Street Lights 14,488.14 10/31/2023 101-43160-438100 ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (11/01/2023 - 2:47 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 10/31/2023 51-6505911-8 - National Guard 268.11 10/31/2023 101-42800-438100 10/31/2023 51-6505911-8 - Parks Bldg 474.75 10/31/2023 101-45201-438100 10/31/2023 51-0013373403-2 - MontiArts 143.85 10/31/2023 101-45204-438100 10/31/2023 Solar Reward Credit -68,288.97 10/31/2023 101-41310-362140 10/31/2023 amount booked to AR 13,790.91 10/31/2023 101-00000-115030 Check Total: 24,459.26 Total for Check Run: 101,014.61 Total of Number of Checks: 13 The preceding list of bills payable was reviewed and approved for payment. Date: 11/13/23 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (11/01/2023 - 2:47 PM) Page 4 Accounts Payable Computer Check Proof List by Vendor User: debbie.gulbrandson Printed: 11/01/2023 - 3:39PM Batch: 00201.11.2023 - 201.11.2023 LIQ Invoice No Description Vendor: 3491 3635636 3636791 3636883 Vendor: 1065 107503800 107503800 107503800 201219800 201219800 201309300 201309300 201309800 201309800 ARTISAN BEER COMPANY Resale - Beer Resale - Beer Resale - Beer Check Total: BELLBOY CORPORATION Amount Payment Date Acct Number Check Sequence: 1 226.05 11/01/2023 609-49750-425200 67.70 11/01/2023 609-49750-425200 70.80 11/01/2023 609-49750-425200 304.» Bags - (500) 609, (500) 50# 262.75 Resale - Orange bitters 34.60 Freight 1.36 Resale - Liquor 3,237.85 Freight 28.88 Resale - Liquor 2,503.25 Freight 23.10 Resale - Liquor 884.50 Freight 16.50 Check Total: 6,992.79 Check Sequence: 2 11/01/2023 609-49754-421990 11/01/2023 609-49750-425400 11/01/2023 609-49750-433300 11/01/2023 609-49750-425100 11/01/2023 609-49750-433300 11/01/2023 609-49750-425100 11/01/2023 609-49750-433300 11/01/2023 609-49750-425100 11/01/2023 609-49750-433300 Monticeflo Reference ACH Enabled: False ACH Enabled: True Vendor: 1067 BERNICK'S Check Sequence: 3 ACH Enabled: False 10139965 Resale - Beer 972.30 11/01/2023 609-49750-425200 10139965 Resale - NA Beer 29.60 11/01/2023 609-49750-425400 10139966 Resale - Pop 38.56 11/01/2023 609-49750-425400 10139967 Resale - Beer credit -14.00 11/01/2023 609-49750-425200 10142419 Resale- Beer 933.45 11/01/2023 609-49750-425200 10142420 Resale - Pop 267.20 11/01/2023 609-49750-425400 10142422 Resale - water, pop, gatorade, celcius 373.66 11/01/2023 226-45125-425410 Check Total: 2,600.77 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIRITS, LLC Check Sequence: 4 ACH Enabled: False 112675131 Resale - Rose's Lime Juice 24.00 11/01/2023 609-49750-425400 112675131 Resale- Liquor 6,240.20 11/01/2023 609-49750-425100 AP -Computer Check Proof List by Vendor (11/01/2023 - 3:39 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 112675131 Resale - Wine 1,107.00 11/01/2023 609-49750-425300 112675131 Freight 81.85 11/01/2023 609-49750-433300 112779716 Resale- Liquor 4,758.24 11/01/2023 609-49750-425100 112779716 Resale - Wine 408.00 11/01/2023 609-49750-425300 112779716 Resale - Sweet & sour mix 30.11 11/01/2023 609-49750-425400 112779716 Freight 66.98 11/01/2023 609-49750-433300 Check Total: 12,716.38 Vendor: 1801 CANNON RIVER WINERY Check Sequence: 5 15881 Resale - Wine 360.00 11/01/2023 609-49750-425300 Check Total: 360.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 6 2903285 Resale - Beer credit -224.00 11/01/2023 609-49750-425200 2903325 Resale - Cranberry & orange juice, lemon sour 155.60 11/01/2023 609-49750-425400 2903325 Resale- Liquor 192.40 11/01/2023 609-49750-425100 2903325 Resale - Beer 7,184.00 11/01/2023 609-49750-425200 2906213 Resale- Beer credit -102.93 11/01/2023 609-49750-425200 2906213 Resale - Liquor credit -8.97 11/01/2023 609-49750-425100 2906214 Resale- Liquor 322.80 11/01/2023 609-49750-425100 2906214 Resale - NA Beer, club soda, tonic, lemon sour, l 139.00 11/01/2023 609-49750-425400 2906214 Resale - Beer 15,388.70 11/01/2023 609-49750-425200 Check Total: 23,046.60 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 7 2027012 Resale - Beer 26,700.38 11/01/2023 609-49750-425200 2027012 Resale- Liquor 575.25 11/01/2023 609-49750-425100 2027141 Resale - Beer credit -396.60 11/01/2023 609-49750-425200 2027633 Resale - Beer 398.00 11/01/2023 609-49750-425200 2029755 Resale - Beer NA 179.95 11/01/2023 609-49750-425400 2029755 Resale - Beer 1,969.85 11/01/2023 609-49750-425200 2029770 Resale- Beer 199.00 11/01/2023 609-49750-425200 2031857 82.00 11/01/2023 609-49750-425200 2032138 Resale - Beer 27,077.18 11/01/2023 609-49750-425200 2032579 Resale - Beer 221.60 11/01/2023 609-49750-425200 2032682 Resale - Beer credit -229.80 11/01/2023 609-49750-425200 2034986 Resale - NA Beer 82.90 11/01/2023 609-49750-425400 2034986 Resale - Beer 2,287.65 11/01/2023 609-49750-425200 2037352 Resale - Beer 208.80 11/01/2023 609-49750-425200 2037837 Resale- Beer credit -134.40 11/01/2023 609-49750-425200 ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (11/01/2023 - 3:39 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (11/01/2023 - 3:39 PM) Page 3 Check Total: 59,221.76 Vendor: 6272 DANGEROUS MAN BREWING COOMPANY Check Sequence: 8 ACH Enabled: True IN -1515 Resale - Beer 152.00 11/01/2023 609-49750-425200 IN -1595 Resale- Beer 164.00 11/01/2023 609-49750-425200 Check Total: 316.00 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 9 ACH Enabled: True 1791189 Resale- Beer 1,188.30 11/01/2023 609-49750-425200 1795143 Resale - Beer 528.55 11/01/2023 609-49750-425200 Check Total: 1,716.85 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 10 ACH Enabled: False 2403965 Resale - Liquor 2,313.00 11/01/2023 609-49750-425100 2403965 Freight 43.00 11/01/2023 609-49750-433300 2404830 Resale - Liquor 5,503.01 11/01/2023 609-49750-425100 2404830 Freight 96.04 11/01/2023 609-49750-433300 2404831 Resale - Grenadine, simple syrup, sweet & sour 151.95 11/01/2023 609-49750-425400 2404831 Resale - Wine 3,411.10 11/01/2023 609-49750-425300 2404831 Freight 90.87 11/01/2023 609-49750-433300 2405962 Resale - Liquor 2,661.25 11/01/2023 609-49750-425100 2405962 Freight 33.11 11/01/2023 609-49750-433300 2405963 Resale- Wine 603.85 11/01/2023 609-49750-425300 2405963 Freight 12.61 11/01/2023 609-49750-433300 2405964 Resale - Beer 30.00 11/01/2023 609-49750-425200 2408036 Resale- Liquor 1.72 11/01/2023 609-49750-425100 2409322 Resale- Liquor 5,171.87 11/01/2023 609-49750-425100 2409322 Freight 62.60 11/01/2023 609-49750-433300 2409323 Resale - Bloody mary mix, strawberry daquari in 120.00 11/01/2023 609-49750-425400 2409323 Freight 53.32 11/01/2023 609-49750-433300 2409323 Resale - Wine 1,669.08 11/01/2023 609-49750-425300 2410008 Resale- Liquor 3,829.87 11/01/2023 609-49750-425100 2410008 Freight 43.43 11/01/2023 609-49750-433300 2410009 Resale - Wine 1,974.74 11/01/2023 609-49750-425300 2410009 Freight 47.30 11/01/2023 609-49750-433300 2412258 Resale - Liquor 1,271.68 11/01/2023 609-49750-425100 2412258 Freight 15.19 11/01/2023 609-49750-433300 2412259 Resale - Wine 448.54 11/01/2023 609-49750-425300 2412259 Freight 13.76 11/01/2023 609-49750-433300 271561 Resale- Sweet & sour credit -6.67 11/01/2023 609-49750-425400 AP -Computer Check Proof List by Vendor (11/01/2023 - 3:39 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 272050 Resale- Liquor credit -19.52 11/01/2023 609-49750-425100 Check Total: 29,646.70 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 11 ACH Enabled: True 216762 Resale - Wine 1,671.00 11/01/2023 609-49750-425300 216762 Freight 25.50 11/01/2023 609-49750-433300 217437 Resale- Wine credit -126.00 11/01/2023 609-49750-425300 217437 Freight -1.50 11/01/2023 609-49750-433300 Check Total: 1,569.00 Vendor: 1913 NEW FRANCE WINE Check Sequence: 12 ACH Enabled: False 212672 Resale - Wine 313.34 11/01/2023 609-49750-425300 212672 Freight 9.00 11/01/2023 609-49750-433300 Check Total: 322.34 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 13 ACH Enabled: False 3637622 Resale- Beer 33.85 11/01/2023 609-49750-425200 6675190 Resale- Liquor 1,691.90 11/01/2023 609-49750-425100 6675190 Freight 43.15 11/01/2023 609-49750-433300 6675191 Freight 8.60 11/01/2023 609-49750-433300 6676173 Resale- Liquor 969.40 11/01/2023 609-49750-425100 6676173 Freight 14.19 11/01/2023 609-49750-433300 6676174 Resale- Margarita mix 52.15 11/01/2023 609-49750-425400 6676174 Resale- Wine 1,062.85 11/01/2023 609-49750-425300 6676174 Freight 29.24 11/01/2023 609-49750-433300 6677877 Resale- Liquor 270.00 11/01/2023 609-49750-425100 6677877 Freight 1.72 11/01/2023 609-49750-433300 6677878 Resale - wine 836.00 11/01/2023 609-49750-425300 6677878 Freight 32.68 11/01/2023 609-49750-433300 6678711 Resale - Liquor 4,886.75 11/01/2023 609-49750-425100 6678711 Freight 90.16 11/01/2023 609-49750-433300 6679273 Resale - Liquor 3,205.49 11/01/2023 609-49750-425100 6679273 Freight 37.26 11/01/2023 609-49750-433300 6679274 Resale- Wine 1,010.50 11/01/2023 609-49750-425300 6679274 Freight 30.96 11/01/2023 609-49750-433300 6681122 Resale- Liquor 1,116.45 11/01/2023 609-49750-425100 6681122 Freight 17.20 11/01/2023 609-49750-433300 6681123 Resale- Wine 518.10 11/01/2023 609-49750-425300 6681123 Freight 13.76 11/01/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (11/01/2023 - 3:39 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1552 Check Total: 15,972.36 Check Sequence: 17 ACH Enabled: True Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, LLC 399.75 11/01/2023 Check Sequence: 14 ACH Enabled: False 2403082 Resale- Liquor 3,696.34 11/01/2023 609-49750-425100 2403082 Freight 33.13 11/01/2023 609-49750-433300 2403083 Resale- Wine 1,863.92 11/01/2023 609-49750-425300 2403083 Freight 28.00 11/01/2023 609-49750-433300 2405611 Resale- Liquor 1,489.64 11/01/2023 609-49750-425100 2405611 Freight 16.33 11/01/2023 609-49750-433300 2405612 Resale- Wine 539.83 11/01/2023 609-49750-425300 2405612 Resale - Wine 8.40 11/01/2023 609-49750-433300 91176 Resale - Liquor credit -10.38 11/01/2023 609-49750-425100 0339170 -IN Check Total: 7,665.21 11/01/2023 609-49750-425100 Vendor: 5989 SP3,LLC 48.00 11/01/2023 Check Sequence: 15 ACH Enabled: True W-208926 Resale - Beer 425.20 11/01/2023 609-49750-425200 Check Total: 425.20 Vendor: 1188 TWAIT WINES, INC Check Sequence: 16 ACH Enabled: False 5334 Resale - Wine 288.00 11/01/2023 609-49750-425300 Check Total: 288.00 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 17 ACH Enabled: True 3306210 Resale - Pop, Monster, club soda 399.75 11/01/2023 609-49750-425400 3306278 Resale - Pop, Monster, club soda, tonic 490.50 11/01/2023 609-49750-425400 Check Total: 890.25 Vendor: 1684 VINOCOPIA Check Sequence: 18 ACH Enabled: True 0338623 -IN Resale - Ginger beer 24.00 11/01/2023 609-49750-425400 0338623 -IN Resale - Wine 376.00 11/01/2023 609-49750-425300 0338623 -IN Resale- Liquor 375.00 11/01/2023 609-49750-425100 0338623 -IN Freight 12.00 11/01/2023 609-49750-433300 0338624 -IN Resale - Wine 336.00 11/01/2023 609-49750-425300 0338624 -IN Freight 7.50 11/01/2023 609-49750-433300 0339170 -IN Resale - Liquor 553.00 11/01/2023 609-49750-425100 0339170 -IN Resale- Ginger Beer 48.00 11/01/2023 609-49750-425400 0339170 -IN Freight 14.00 11/01/2023 609-49750-433300 Check Total: 1,745.50 AP -Computer Check Proof List by Vendor (11/01/2023 - 3:39 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1572 THE WINE COMPANY 7447064 Resale - Wine 760.00 7447064 Freight 10.32 Check Total: 770.32 Total for Check Run: 166,630.58 Total of Number of Checks: 19 Check Sequence: 19 11/01/2023 609-49750-425300 11/01/2023 609-49750-433300 The preceding list of bills payable was reviewed and approved for payment. Date: 11 /13/2023 Approved by: Mayor Lloyd Hilgart ACH Enabled: True AP -Computer Check Proof List by Vendor (11/01/2023 - 3:39 PM) Page 6 Accounts Payable Computer Check Proof List by Vendor CI i1ceflo 00 F User: debbie.gulbrandson �&Mo Printed: 11/08/2023 - 3:48PM111 1111 Batch: 00203.11.2023 - 203.11.2023 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 4303 ALDEN POOL & MUNICIPAL SUPPLY CO Check Sequence: 1 ACH Enabled: False 23-1385 Hydro - Rebuild Kit, Various O Rings, Valve Bo, 579.80 11/14/2023 601-49440-440440 23-1386 Enchlor - Valve Assembly, Rebuild Kit, Various 373.80 11/14/2023 601-49440-440440 Check Total: 953.60 Vendor: 2407 ALL ELEMENTS Check Sequence: 2 ACH Enabled: True 11098 Repair Leak @ Womens Lockerroom @ MCC 789.77 11/14/2023 701-00000-440100 11099 Repair Leak @ Guest Services Counter @ MCC 131.25 11/14/2023 701-00000-440100 11136 Repair Leak @ MCC - Bridge Room 143.93 11/14/2023 701-00000-440100 Check Total: 1,064.95 Vendor: 1019 ALLINA HEALTH SYSTEM Check Sequence: 3 ACH Enabled: False CI00043677 Qtr 4 2023 - Medical Education Certification 837.50 11/14/2023 101-42200-433100 Check Total: 837.50 Vendor: 1039 AQUA LOGIC INC Check Sequence: 4 ACH Enabled: True 2848 Labor & parts - Service pool UV, replace straine 2,016.16 11/14/2023 226-45124-440100 Check Total: 2,016.16 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 5 ACH Enabled: False 3638036 Resale - Beer 40.00 11/14/2023 609-49750-425200 3638400 Resale - Beer 115.40 11/14/2023 609-49750-425200 3639421 Resale - Beer 27.20 11/14/2023 609-49750-425200 Check Total: 182.60 Vendor: 1044 ASCAP Check Sequence: 6 ACH Enabled: False 500829012-2024 2024 Public play license fee for music 445.00 11/14/2023 226-45122-443700 Check Total: 445.00 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1368 AUTO VALUE MONTICELLO 2,375.79 Check Sequence: 7 ACH Enabled: False 21217001 Oil Filter 5.29 11/14/2023 101-43120-422100 21217041 Air Filter 40.20 11/14/2023 101-43127-422120 21217042 Air Filter 40.20 11/14/2023 101-43127-422120 21217047 Power Blast (2) 7.74 11/14/2023 101-43120-421990 21217496 Taper Cup (2), Axle Bearings (2) 81.96 11/14/2023 101-43125-422100 21217712 5 Piece A Style Coupler 19.99 11/14/2023 101-43120-422100 21217716 Nylon Tubing (20), 5/32 Tube (1), CBW Bracket 44.79 11/14/2023 101-43120-422100 21217848 Oil Filters (3) 47.51 11/14/2023 101-43120-422100 21218086 Power Blast, Coolant Filter, Oil Filters, Fuel Flei 191.61 11/14/2023 101-43120-422100 Check Total: 479.29 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 8 ACH Enabled: True 2457204 Diesel Fuel (561.7 gals) @ $3.674 2,223.77 11/14/2023 101-43120-421200 2457206 Unleaded Fuel (497.6 gals) @ $2.535 1,403.24 11/14/2023 101-43120-421200 2461048 Propane Cylinders - 331b (5) 158.00 11/14/2023 101-43120-421200 2462211 Ultra Pure DEF (221.8 gals) @ $2.79 633.82 11/14/2023 101-43120-421200 2465571 Diesel Fuel (633.9 gals) @ $3.37 2,316.90 11/14/2023 101-43120-421200 2465572 Unleaded Fuel (694.8 gals) @ $2.396 1,862.76 11/14/2023 101-43120-421200 Check Total: 8,598.49 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 9 ACH Enabled: True 107559800 Bags - (500) 60#, (500) Quart 188.10 11/14/2023 609-49754-421990 107559800 Resale - Grenadine 128.00 11/14/2023 609-49750-425400 107559800 Freight 1.45 11/14/2023 609-49750-433300 201392500 Resale - Wine 382.67 11/14/2023 609-49750-425300 201392500 Resale - Liquor 1,647.50 11/14/2023 609-49750-425100 201392500 Freight 28.07 11/14/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 2 Check Total: 2,375.79 Vendor: 1067 BERNICK'S Check Sequence: 10 ACH Enabled: False 10144772 Resale - NA Beer 27.60 11/14/2023 609-49750-425400 10144772 Resale - Beer 1,895.30 11/14/2023 609-49750-425200 10144773 Resale - Pop 19.28 11/14/2023 609-49750-425400 10144774 Resale - water, pop, juice, propel, bubblr, celcius 617.48 11/14/2023 226-45125-425410 Check Total: 2,559.66 Vendor: 5844 BETHEL'S ROCK CHURCH Check Sequence: 11 ACH Enabled: False 11/06/23 Santa and Elf Visit (12/2/23) 900.00 11/14/2023 226-45127-431990 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 900.00 Vendor: 6099 BITCO INSURANCE COMPANIES Check Sequence: 12 10/19/2023 Work Comp Ins 10/23 - 10/24 10.00 11/14/2023 101-41110-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 83.00 11/14/2023 101-41310-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 36.00 11/14/2023 101-41410-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 95.00 11/14/2023 101-41520-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 28.00 11/14/2023 101-41800-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 48.00 11/14/2023 101-41910-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 915.00 11/14/2023 101-42200-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 2,344.00 11/14/2023 101-42400-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 613.00 11/14/2023 101-43110-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 2,096.00 11/14/2023 101-43115-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 4,241.00 11/14/2023 101-43120-415100 10/19/2023 Work Comp, Ins 10/23 - 10/24 2,191.00 11/14/2023 101-43125-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 1,323.00 11/14/2023 101-43127-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 3,732.00 11/14/2023 101-45201-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 596.00 11/14/2023 101-46102-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 585.00 11/14/2023 213-46301-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 1,469.00 11/14/2023 226-45122-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 1,975.00 11/14/2023 226-45124-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 413.00 11/14/2023 226-45126-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 1,842.00 11/14/2023 601-49440-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 17.00 11/14/2023 601-49441-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 1,633.00 11/14/2023 602-49490-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 17.00 11/14/2023 602-49491-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 2,421.00 11/14/2023 609-49754-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 490.00 11/14/2023 652-49880-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 402.00 11/14/2023 652-49881-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 581.00 11/14/2023 652-49882-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 140.00 11/14/2023 653-41990-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 281.00 11/14/2023 701-00000-415100 10/19/2023 Work Comp Ins 10/23 - 10/24 21.00 11/14/2023 702-00000-415100 10/19/2023 Prepaid Work Comp Ins 10/23 - 10/24 55,056.00 11/14/2023 101-00000-155020 10/19/2023 Prepaid Work Comp Ins 10/23 - 10/24 1,753.00 11/14/2023 213-00000-155020 10/19/2023 Prepaid Work Comp Ins 10/23 - 10/24 11,573.00 11/14/2023 226-00000-155020 10/19/2023 Prepaid Work Comp Ins 10/23 - 10/24 5,574.00 11/14/2023 601-00000-155020 10/19/2023 Prepaid Work Comp Ins 10/23 - 10/24 4,950.00 11/14/2023 602-00000-155020 10/19/2023 Prepaid Work Comp Ins 10/23 - 10/24 7,261.00 11/14/2023 609-00000-155020 10/19/2023 Prepaid Work Comp Ins 10/23 - 10/24 4,418.00 11/14/2023 652-00000-155020 10/19/2023 Prepaid Work Comp Ins 10/23 - 10/24 421.00 11/14/2023 653-00000-155020 10/19/2023 Prepaid Work Comp Ins 10/23 - 10/24 844.00 11/14/2023 701-00000-155020 ACH Enabled: False AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 10/19/2023 Prepaid Work Comp Ins 10/23 - 10/24 62.00 11/14/2023 702-00000-155020 Check Total: 122,550.00 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 13 ACH Enabled: True 0323211 22C005 - Downtown Roadway & Pedestrian 86,095.50 11/14/2023 400-43300-459025 Check Total: 86,095.50 Vendor: 1083 BRAUN INTERTEC CORPORATION Check Sequence: 14 ACH Enabled: True B363060 22C005 - Downtown Roadway & Pedestrian Iml 17,896.00 11/14/2023 400-43300-459025 Check Total: 17,896.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIRITS, LLC Check Sequence: 15 ACH Enabled: False 112899922 Resale - Wine 384.00 11/14/2023 609-49750-425300 112899922 Resale- Liquor 2,816.09 11/14/2023 609-49750-425100 112899922 Freight 36.30 11/14/2023 609-49750-433300 112899923 Resale- Wine 72.00 11/14/2023 609-49750-425300 Check Total: 3,308.39 Vendor: 6316 MARK BUCHHOLZ Check Sequence: 16 ACH Enabled: False 10/30/2023 21D004 - Escrow Refund 6,352.90 11/14/2023 101-00000-220110 Check Total: 6,352.90 Vendor: 1089 SARA CAHILL Check Sequence: 17 ACH Enabled: True 10/27/23 Mileage Reimbursement - NIHCA Networking E 79.07 11/14/2023 226-45122-433100 Check Total: 79.07 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 18 ACH Enabled: True 2909041 Resale- Beer credit -92.23 11/14/2023 609-49750-425200 2909159 Resale - Beer 13,932.15 11/14/2023 609-49750-425200 2909159 Resale - Liquor 630.60 11/14/2023 609-49750-425100 2909159 Resale - NA Beer, pop, club soda, lemon sour 266.55 11/14/2023 609-49750-425400 2909159 Resale - Orange juice 52.00 11/14/2023 609-49750-425500 Check Total: 14,789.07 Vendor: 1095 CARLOS CREEK WINERY INC Check Sequence: 19 ACH Enabled: False 37532 Resale - Wine 957.00 11/14/2023 609-49750-425300 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 5 Check Total: 957.00 Vendor: 1103 CENTRAL HYDRAULICS INC Check Sequence: 20 ACH Enabled: False 83867 Repair Pump 41.25 11/14/2023 101-43120-422100 Check Total: 41.25 Vendor: 4861 CORE & MAIN LP Check Sequence: 21 ACH Enabled: False T764073 Hydrafinder Flags (20), Valve Riser (10), Height 1,993.76 11/14/2023 601-49440-422990 Check Total: 1,993.76 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 22 ACH Enabled: True 2037345 Resale- LIquor 705.00 11/14/2023 609-49750-425100 2037345 Resale - Beer 24,873.26 11/14/2023 609-49750-425200 2040067 Resale - Liquor 236.25 11/14/2023 609-49750-425100 2040067 Resale - Beer 1,302.30 11/14/2023 609-49750-425200 2040067 Resale - NA Beer 93.85 11/14/2023 609-49750-425400 2042871 Resale - Beer 642.40 11/14/2023 609-49750-425200 Check Total: 27,853.06 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 23 ACH Enabled: True 1793927 Resale - Beer 1,946.90 11/14/2023 609-49750-425200 1793927 Resale - NA Beer 47.00 11/14/2023 609-49750-425400 Check Total: 1,993.90 Vendor: 4010 MARILYN DIRKSWAGER Check Sequence: 24 ACH Enabled: False 219 Crafts & Creation Class, Various Story Times(3) 220.00 11/14/2023 101-00000-220150 Check Total: 220.00 Vendor: 6314 RAY DRAKE Check Sequence: 25 ACH Enabled: False 11/2/2023 Escrow Refund - 4123 Eaton Circle/Featherstone 2,000.00 11/14/2023 101-00000-220110 Check Total: 2,000.00 Vendor: 6051 ADAM DUSZYNSKI Check Sequence: 26 ACH Enabled: True 11/03/23 Reimburse - Lifeguard Trng Certificate - 5th Qtr 25.00 11/14/2023 226-45124-433100 Check Total: 25.00 Vendor: 6052 GIANNA DUSZYNSKI Check Sequence: 27 ACH Enabled: True AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 11/03/23 Reimburse - Lifeguard Trng Certificate - 5th Qtr 25.00 11/14/2023 226-45124-433100 Check Total: 25.00 Vendor: 6168 EAST SIDE GLASS Check Sequence: 28 ACH Enabled: False 184431 Remove/install (4) MCC restroom/changing rom 3,118.18 11/14/2023 226-45126-440100 Check Total: 3,118.18 Vendor: 5771 EAST SIDE OIL COMPANIES, INC Check Sequence: 29 ACH Enabled: False R108171 Waste Oil Disposal 45.00 11/14/2023 101-43127-421600 Check Total: 45.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 30 ACH Enabled: True 969566 Ordinance #810 Ad# 1347708 306.75 11/14/2023 101-41310-435100 969567 Ordinance #812A Ad# 1347715 158.75 11/14/2023 101-41910-435100 970432 PH Business Subsidy Amend Ad# 1349637 120.25 11/14/2023 213-46301-435100 970433 202340 - PH Parker City Code Amend Ad# 1349 177.25 11/14/2023 101-41910-435100 970434 PH DOT I-94 Gap Project Ad# 1350003 112.50 11/14/2023 101-41910-435100 971148 Fall Wine Sale - AD# 1347567 600.00 11/14/2023 609-49754-434990 971149 APG7 Hi -Way Liquor Reveal Fall 250.00 11/14/2023 609-49754-434990 971379 PH Ordinance #813 Ad# 1350652 112.50 11/14/2023 101-41310-435100 Check Total: 1,838.00 Vendor: 4336 FARM -RITE EQUIPMENT INC Check Sequence: 31 ACH Enabled: False P74529 Bearing Flange, Tensioner, Output Shaft, Coupli 1,137.54 11/14/2023 101-43120-422100 P76238 Retainer, Seal Kit, Various Teeth (Left, Right, St 765.13 11/14/2023 101-43120-422100 Check Total: 1,902.67 Vendor: 2154 FEDERATED CO-OPS INC Check Sequence: 32 ACH Enabled: True 1969584 (66.10) Propane delivered - Parks 99.08 11/14/2023 101-45201-421990 Check Total: 99.08 Vendor: 2561 FERGUSON WATERWORKS Check Sequence: 33 ACH Enabled: False WL005783 LF 1 T10 MTR P/C R900i USG (1) 466.94 11/14/2023 601-49440-422710 WL005861 2 Mach 10 USG 15-1/4 LL 2,021.36 11/14/2023 601-49440-422701 Check Total: 2,488.30 Vendor: 1179 FIRE SAFETY USA INC Check Sequence: 34 ACH Enabled: False 178222 (1) Seal ring for flange 30.00 11/14/2023 101-42200-422990 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5840 HAKANSON ANDERSON ASSOCIATES INC Check Total: 30.00 Check Sequence: 41 ACH Enabled: False 51695 22C001 - 2022 Street Improvement Proj - Augus Vendor: 1187 FORCE AMERICA INC 51696 23C005 - 7th Street Retaining Wall & Sidewalk - Check Sequence: 35 ACH Enabled: False 1770786 51697 Harness 423.44 11/14/2023 101-43125-422100 51698 1772384 12,673.25 Unloader VC 12-53 80 PSI Spring 115.58 11/14/2023 101-43125-422100 1772849 Harness Extension 481.60 11/14/2023 101-43125-422100 1773754 Spinner Motors (2) 797.32 11/14/2023 101-43125-422100 1775175 Spinner Motors (2) 797.86 11/14/2023 101-43125-421700 Check Total: 2,615.80 Vendor: 1413 GOPHER STATE ONE CALL INC Check Sequence: 36 ACH Enabled: True 3100608 Oct 2023 Tickets (176) (1/2) Water 108.00 11/14/2023 601-49440-432770 3100608 Oct 2023 Tickets (176) (1/2) Sewer 108.00 11/14/2023 602-49490-432770 Check Total: 216.00 Vendor: 6313 GOVERNMENTJOBS.COM INC Check Sequence: 37 ACH Enabled: False INV -35411 Annual Subscription Fee for LEARN 9/14/23 - 9 2,178.16 11/14/2023 101-41800-431960 Check Total: 2,178.16 Vendor: 1205 GRAINGER INC Check Sequence: 38 ACH Enabled: False 9881613930 (12) pleated air filters 613957, (12) pleated air fill 110.28 11/14/2023 701-00000-421990 Check Total: 110.28 Vendor: 6251 STEPHEN W GRITTMAN Check Sequence: 39 ACH Enabled: True 120-00 October Retainer 4,166.00 11/14/2023 101-41910-431990 23-03 City Technical Assistance - Oct 2023 891.00 11/14/2023 101-41910-431990 23-06 202322 - Briggs Riverwood Prelim Plat - Oct 20 774.00 11/14/2023 101-00000-220110 Check Total: 5,831.00 Vendor: 1212 THOMAS P GROSSNICKLE Check Sequence: 40 ACH Enabled: True 10/31/23 2023 Boot reimbursement 184.95 11/14/2023 101-45201-421990 Check Total: 184.95 Vendor: 5840 HAKANSON ANDERSON ASSOCIATES INC Check Sequence: 41 ACH Enabled: False 51695 22C001 - 2022 Street Improvement Proj - Augus 328.11 11/14/2023 400-43300-459023 51696 23C005 - 7th Street Retaining Wall & Sidewalk - 5,843.00 11/14/2023 400-43300-453010 51697 22C005 - Broadway Roadway & Utility Improve 33,429.75 11/14/2023 400-43300-459025 51698 22C003 - School Blvd Intersection Improvement 12,673.25 11/14/2023 400-43300-459024 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 8 Check Total: 52,274.11 Vendor: 5901 HARDLINE NORTH, LLC. Check Sequence: 42 ACH Enabled: True 1314 Pail of Grease (35lbs) 312.11 11/14/2023 101-43127-421990 Check Total: 312.11 Vendor: 1223 HAWKINS INC Check Sequence: 43 ACH Enabled: True 6602591 Chlorine Cylinders (6) 60.00 11/14/2023 601-49440-421600 6615722 Pool chemicals 850.58 11/14/2023 226-45124-421600 6615723 Pool chemicals 995.35 11/14/2023 226-45124-421600 6618436 Aluminum Sulfate Liquid - WWTP 6,894.82 11/14/2023 602-49480-421990 6618732 Polymer - Aqua Hawk - WWTP 12,954.18 11/14/2023 602-49480-421990 Check Total: 21,754.93 Vendor: 4650 JASEN HOGLUND Check Sequence: 44 ACH Enabled: False 011024 Custom Lettering - Parks Decals (14) 295.00 11/14/2023 101-45201-431990 Check Total: 295.00 Vendor: 5512 HYDROCORP HYDRO -DESIGNS, INC. Check Sequence: 45 ACH Enabled: True 0074783 -IN Cross Connection Control Program - Insp & Rpt 741.00 11/14/2023 601-49440-431990 Check Total: 741.00 Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL 49 FRINGE BENE Check Sequence: 46 ACH Enabled: False December 2023 Health Insurance - Union - December 2023 22,720.00 11/14/2023 101-00000-217061 Check Total: 22,720.00 Vendor: 1253 J H LARSON COMPANY Check Sequence: 47 ACH Enabled: False S103039000.01 Fluorescent (30) 32W, (50) 26W, (50) 13W 368.34 11/14/2023 701-00000-421990 Check Total: 368.34 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 48 ACH Enabled: False 2413505 Resale - Liquor 8,859.20 11/14/2023 609-49750-425100 2413505 Freight 141.05 11/14/2023 609-49750-433300 2413506 Freight 103.20 11/14/2023 609-49750-433300 2413506 Resale - Simple Syrup 32.00 11/14/2023 609-49750-425400 2413506 Resale - Wine 3,536.43 11/14/2023 609-49750-425300 2414869 Resale - Liquor 2,375.85 11/14/2023 609-49750-425100 2414869 Freight 19.49 11/14/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 2414870 Resale- Wine 2,523.04 11/14/2023 609-49750-425300 2414870 Resale- Ginger beer 25.20 11/14/2023 609-49750-425400 2414870 Freight 61.92 11/14/2023 609-49750-433300 2414871 Resale - Beer 30.00 11/14/2023 609-49750-425200 2417788 Freight 8.60 11/14/2023 609-49750-433300 2417788 Resale- Wine 441.33 11/14/2023 609-49750-425300 Check Total: 18,157.31 Vendor: 2641 JOHNSON MATERIALS INC Check Sequence: 49 ACH Enabled: False 12135 Granite Super Base Class 2 (20.92T) 312.76 11/14/2023 101-43120-422400 Check Total: 312.76 Vendor: 6248 JP BROOKS Check Sequence: 50 ACH Enabled: False 10/31/2023 Escrow Refund - 4408 86th St/Edmonson Ridges 2,000.00 11/14/2023 101-00000-220110 Check Total: 2,000.00 Vendor: 5444 JULIA KAROS Check Sequence: 51 ACH Enabled: True 5089 Nov 2023 - Cleaning Fire/Law Enforcement 560.00 11/14/2023 701-00000-431100 Check Total: 560.00 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 52 ACH Enabled: True 218238 Resale - Wine 1,702.50 11/14/2023 609-49750-425300 218238 Freight 24.00 11/14/2023 609-49750-433300 Check Total: 1,726.50 Vendor: 5270 JUDITH KOVACS Check Sequence: 53 ACH Enabled: True 11/06/23 Farmers Market Token Collection Log - 9/21/20, 31.00 11/14/2023 226-45127-431992 Check Total: 31.00 Vendor: 5839 KRIS ENGINEERING, INC. Check Sequence: 54 ACH Enabled: False 39062 12' Front & 10' Wing Complete Sets JOMA 600( 3,944.96 11/14/2023 101-43125-422100 Check Total: 3,944.96 Vendor: 3829 STEVE LANGANKI Check Sequence: 55 ACH Enabled: True 2008 Porta Toilet Rental (9/5 - 10/30/23) 3,230.75 11/14/2023 101-45201-431901 Check Total: 3,230.75 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 6777 BRIAN LARSON Check Sequence: 56 ACH Enabled: False 20231012 Artistic services on Bertram Mural Project 1,000.00 11/14/2023 101-45204-431990 Check Total: 1,000.00 Vendor: 5622 ELIZABETH LINDRUD Check Sequence: 57 ACH Enabled: True 10/30/2023 Mileage Reimbursement (75.8 miles) 49.64 11/14/2023 101-41520-433100 Check Total: 49.64 Vendor: 1296 LITTLE FALLS MACHINE INC Check Sequence: 58 ACH Enabled: False 369271 2" Pivot Shaft; NC Slotted Nut 243.31 11/14/2023 101-43125-422100 Check Total: 243.31 Vendor: 5817 LSW INVESTMENTS LLC Check Sequence: 59 ACH Enabled: False 10/30/2023 21D002 - Planning & Zoning Escrow Refund 4,253.75 11/14/2023 101-00000-220110 Check Total: 4,253.75 Vendor: 5709 BEN LUNDQUIST Check Sequence: 60 ACH Enabled: True 000012 Qtr 3 2023 - Monti Arts Director 6,249.99 11/14/2023 101-45201-431990 Check Total: 6,249.99 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 61 ACH Enabled: True 371286 Resale - cigars, pop, misc barware 462.96 11/14/2023 609-49750-425400 371286 Resale - cigarettes, fruit juice 2,391.02 11/14/2023 609-49750-425500 Check Total: 2,853.98 Vendor: 1305 MACQUEEN EQUIPMENT LLC Check Sequence: 62 ACH Enabled: True P53473 Parts - Scraper, Dirt Shoe (2 of ea) 160.70 11/14/2023 652-49882-421990 P53564 Parts - Flange Bearing, Flange, U Bolts, Drive Sl 1,191.28 11/14/2023 101-43125-422100 Check Total: 1,351.98 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 63 ACH Enabled: True 514516764 10/24/23 - 11/24/23 - Contract Payment 1,492.65 11/14/2023 702-00000-431900 INV 11763938 10/22/23 - 11/21/23 - Contract Payment - Unify 1 3,798.83 11/14/2023 702-00000-431900 INV11801005 Barracuda Complete 847.00 11/14/2023 702-00000-431990 Check Total: 6,138.48 Vendor: 5736 MAVERICK WINE LLC Check Sequence: 64 ACH Enabled: True AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference INV1100703 Resale- Liquor 771.96 11/14/2023 609-49750-425100 INVII00703 Freight 15.00 11/14/2023 609-49750-433300 Check Total: 786.96 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 65 ACH Enabled: False 647833 WO# 147691 - AAON Pool Unit Cooling Circui 2,645.17 11/14/2023 701-00000-440100 Check Total: 2,645.17 Vendor: 2111 MCFOA Check Sequence: 66 ACH Enabled: False 10/26/2023 City Clerk Training 45.00 11/14/2023 101-41410-433100 Check Total: 45.00 Vendor: 6297 MEYER CONTRACTING INC Check Sequence: 67 ACH Enabled: True Pay Voucher #3 22C005 - Downtown Roadway & Pedestrian Iml 3,078,626.25 11/14/2023 400-43300-459025 Check Total: 3,078,626.25 Vendor: 5309 MHSRC/RANGE Check Sequence: 68 ACH Enabled: False 337900-10419 Wing & Plow Hybrid Training (BR, TL) 590.00 11/14/2023 101-43120-433100 Check Total: 590.00 Vendor: 6309 MICHELS UTILITIES Check Sequence: 69 ACH Enabled: False 10/27/2023 Refund Water Use Permit - Dep $2,000 - $122.8: 2,000.00 11/14/2023 601-00000-220111 10/27/2023 Refund Water Use Permit - Dep $2,000 - $122.8: -114.38 11/14/2023 601-49440-371120 10/27/2023 Refund Water Use Permit - Dep $2,000 - $122.8: -8.44 11/14/2023 601-00000-208100 Check Total: 1,877.18 Vendor: 1980 MN DEPARTMENT OF PUBLIC SAFETY Check Sequence: 70 ACH Enabled: False 2024 Buyers Crd 2024 Buyers Card ID# Type MOOFSL 20.00 11/14/2023 609-49754-443990 Check Total: 20.00 Vendor: 2068 MN DEPT OF AGRICULTURE Check Sequence: 71 ACH Enabled: False 11/03/23 2024 Fertilizer License Renewal 150.00 11/14/2023 101-45201-443300 11/03/23 2024 Tree Care Registry Renewal 25.00 11/14/2023 101-45201-443300 Check Total: 175.00 Vendor: 1346 MN DEPT OF HEALTH Check Sequence: 72 ACH Enabled: False FBL-13905-15733 2024 License Renewal 1,100.00 11/14/2023 226-45122-443700 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 12 Check Total: 1,100.00 Vendor: 1738 MN DEPT OF HEALTH Check Sequence: 73 ACH Enabled: False 11/03/23 2024 Water supply system operator certificate re: 23.00 11/14/2023 101-45203-443990 Check Total: 23.00 Vendor: 1386 M -R SIGN CO INC Check Sequence: 74 ACH Enabled: True 221948 Various Road Signs (62) 1,928.76 11/14/2023 101-43120-422600 221949 U Channel Posts (50) 1,864.50 11/14/2023 101-43120-422600 Check Total: 3,793.26 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 75 ACH Enabled: True 1410791-00 Drive shaft mount, misc nuts/screws, (5) fuel/oil 639.91 11/14/2023 101-45201-422990 Check Total: 639.91 Vendor: 5255 NEW LOOK CONTRACTING INC Check Sequence: 76 ACH Enabled: False Pay Voucher #3 22C007 - 2023 Elm Street Improvements SRTS 146,033.76 11/14/2023 400-43300-459026 Pay Voucher #4 22C003 - School Blvd SRTS - Pay Voucher #4 28,866.70 11/14/2023 400-43300-459024 Check Total: 174,900.46 Vendor: 6312 NITRO UNDERGROUND LLC Check Sequence: 77 ACH Enabled: False 10/18/2023 Refund Water Use Permit - Dep $2,000.00 - $42. 2,000.00 11/14/2023 601-00000-220111 10/18/2023 Refund Water Use Permit - Dep $2,000.00 - $42. -40.00 11/14/2023 601-49440-371120 10/18/2023 Refund Water Use Permit - Dep $2,000.00 - $42. -2.95 11/14/2023 601-00000-208100 Check Total: 1,957.05 Vendor: 2928 NUSS TRUCK AND EQUIPMENT Check Sequence: 78 ACH Enabled: True PSO049438-1 Oil Filters (3), Fuel Filters (2) Truck #116 135.34 11/14/2023 101-43120-422100 PSO049552-1 Coolant Pump Kit Truck #116 646.87 11/14/2023 101-43120-422100 PSO049785-1 Belt Tensioner Truck #116 249.63 11/14/2023 101-43120-422100 PSO050211-1 V Ribbed Belts (2), Belt Tensioner, 469.10 11/14/2023 101-43120-422100 PSO050234-1 Fan Kit, Flange Screws (6) 2,041.31 11/14/2023 101-43120-422100 Check Total: 3,542.25 Vendor: 5393 OERTEL ARCHITECTS Check Sequence: 79 ACH Enabled: True 23-01.6 23C002 - Public Works Facility Project Mgmt 60,664.66 11/14/2023 401-43300-453010 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 13 Check Total: 60,664.66 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 80 ACH Enabled: True Nov 1st Semi Monthly Contract Payment 1,622.25 11/14/2023 101-42700-431200 Check Total: 1,622.25 Vendor: 5636 JENNIFER DANIEL OLSON Check Sequence: 81 ACH Enabled: False 11/06/23 Photos w/Santa @ Bertram 12/2/23 600.00 11/14/2023 226-45127-431990 Check Total: 600.00 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 82 ACH Enabled: True 20143 (1) Pump impeller kit 300.17 11/14/2023 701-00000-440100 64218 Pump: Replace Bearings & Switch. Reassemble, 1,154.98 11/14/2023 701-00000-440100 64240 Inspect Pump: Rebuilt Motor, Replace Pump - IV 1,222.56 11/14/2023 701-00000-440100 Check Total: 2,677.71 Vendor: 1417 OSC OXYGEN SERVICE COMPANY Check Sequence: 83 ACH Enabled: True 0003569040 Cylinder Tank Rentals LG (4) Med (2) - Shop 52.98 11/14/2023 101-43127-421990 3569496 Cylinder tank rentals LG (1), MED (2) - Parks 52.98 11/14/2023 101-45201-421990 Check Total: 105.96 Vendor: 5755 PATRIOT NEWS MN LLC Check Sequence: 84 ACH Enabled: False 010290 Fall wine sale - Ad 10/28/23 498.00 11/14/2023 609-49754-434990 Check Total: 498.00 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 85 ACH Enabled: True 779418 Resale - MCC Concession Food 626.44 11/14/2023 226-45125-425410 789814 Resale - MCC Concession Food 569.85 11/14/2023 226-45125-425410 Check Total: 1,196.29 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 86 ACH Enabled: False 6681901 Resale - Liquor 5,226.35 11/14/2023 609-49750-425100 6681901 Freight 50.17 11/14/2023 609-49750-433300 6682901 Freight 23.36 11/14/2023 609-49750-433300 6682901 Resale- Liquor 1,673.85 11/14/2023 609-49750-425100 6682902 Resale- Wine 1,710.11 11/14/2023 609-49750-425300 6682902 Resale - Bloody mary mix 56.10 11/14/2023 609-49750-425400 6682902 Freight 71.38 11/14/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 6684988 Resale- Liquor 416.85 11/14/2023 609-49750-425100 6684988 Freight 3.87 11/14/2023 609-49750-433300 6684989 Freight 18.92 11/14/2023 609-49750-433300 6684989 Resale- Wine 583.90 11/14/2023 609-49750-425300 Check Total: 9,834.86 Vendor: 6311 PRECISE MRM LLC Check Sequence: 87 ACH Enabled: False IN200-1044419 Monthly Salt Usage Monitoring System 40.00 11/14/2023 101-43125-421700 IN200-1044771 Monthly Salt Usage Monitoring System 40.00 11/14/2023 101-43125-421700 IN200-1045411 Monthly Salt Usage Monitoring System 40.00 11/14/2023 101-43125-421700 Check Total: 120.00 Vendor: 2727 PRODUCT RECOVERY INC Check Sequence: 88 ACH Enabled: False 23920 (4) 5x6xl2 rough CCA treated timber 161.00 11/14/2023 101-45201-421990 23947 (2) 5x6xl2 CCA treated timber 80.50 11/14/2023 101-45201-421990 Check Total: 241.50 Vendor: 5454 PROFESSIONAL CLEANING SERVICES LLC Check Sequence: 89 ACH Enabled: True 1219 Cleaning Services - Oct 2023 11,045.00 11/14/2023 701-00000-431100 1219 Carpet Cleaning @ DMV - Oct 2023 400.00 11/14/2023 701-00000-431100 Check Total: 11,445.00 Vendor: 5431 QUADIENT FINANCE USA INC Check Sequence: 90 ACH Enabled: False 11/3/2023 Postage Purchased 10/20/23 1,000.00 11/14/2023 101-00000-155010 11/3/2023 Postage DMV; Titles, Registrations etc. (9) 135.21 11/14/2023 653-41990-432200 Check Total: 1,135.21 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 91 ACH Enabled: True A46587 Pull Cat 2 Network Runs for Access Points MCC 1,475.00 11/14/2023 702-00000-421990 A46771 Replace Lock - Sliding Glass Doors & Cabinets 450.83 11/14/2023 701-00000-440100 Check Total: 1,925.83 Vendor: 1472 SAFETY-KLEEN CORP Check Sequence: 92 ACH Enabled: False 92998749 E Manifest Fee 20.00 11/14/2023 101-43127-421600 Check Total: 20.00 Vendor: 2497 SHERBURNE WRIGHT CABLE COMMISSION Check Sequence: 93 ACH Enabled: False 11/7/2023 Cable Franchise Fees = TDSBridgewater - Qtr ? 7,837.91 11/14/2023 101-00000-208020 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference 11/7/2023 Cable PEG Fees = TDS/Bridgewater - Qtr 3 202. 1,074.27 11/14/2023 101-00000-208020 Check Total: 8,912.18 Vendor: 6231 SHORT ELLIOTT HENDRICKSON INC Check Sequence: 94 ACH Enabled: True 455653 23C004 - Flashing Yellow Arrow Project 2,594.43 11/14/2023 403-43162-453010 456017 23C004 - Flashing Yellow Arrow Project 138.53 11/14/2023 403-43162-453010 Check Total: 2,732.96 Vendor: 6093 SIR LINES -A -LOT Check Sequence: 95 ACH Enabled: False H23-1044-001 2023 Pavement Marking Project 32,997.10 11/14/2023 101-43120-440990 Check Total: 32,997.10 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, LLC Check Sequence: 96 ACH Enabled: False 2408141 Resale - Liquor 1,038.30 11/14/2023 609-49750-425100 2408141 Freight 7.47 11/14/2023 609-49750-433300 2408142 Freight 1.63 11/14/2023 609-49750-433300 2408142 Resale - Wine 114.34 11/14/2023 609-49750-425300 5104250 Resale - WIne 1,070.38 11/14/2023 609-49750-425300 5104250 Freight 21.00 11/14/2023 609-49750-433300 Check Total: 2,253.12 Vendor: 6310 JOHN ST GEORGE Check Sequence: 97 ACH Enabled: False 10/23/2023 Reimbursement for Mail Box Post 29.52 11/14/2023 101-43120-421990 Check Total: 29.52 Vendor: 5848 HAYDEN STENSGARD Check Sequence: 98 ACH Enabled: True 11/6/2023 Mileage Reimbursement (176.8 miles) 115.80 11/14/2023 213-46301-433100 Check Total: 115.80 Vendor: 2555 TELCOM CONSTRUCTION Check Sequence: 99 ACH Enabled: False 11/7/2023 Refund Water Use Permit - Dep $2,1000 - $338.1 2,100.00 11/14/2023 601-00000-220111 11/7/2023 Refund Water Use Permit - Dep $2,1000 - $338.1 -315.40 11/14/2023 601-49440-371120 11/7/2023 Refund Water Use Permit - Dep $2,1000 - $338.1 -23.26 11/14/2023 601-00000-208100 Check Total: 1,761.34 Vendor: 4459 JAMES THARES Check Sequence: 100 ACH Enabled: True 11/7/2023 Mileage Reimbursement (267 miles) 174.87 11/14/2023 213-46301-433100 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 16 Check Total: 174.87 Vendor: 1524 TK ELEVATOR Check Sequence: 101 ACH Enabled: True 3007552117 Elevator MaintAgreement (11/1/23 - 1/31/24) -1 740.57 11/14/2023 701-00000-431900 Check Total: 740.57 Vendor: 6776 TRIMARK MARLINN LLC Check Sequence: 102 ACH Enabled: False 3082819 Dealers Choice Storage Freezer s/n 23I01156, IT 10,473.33 11/14/2023 226-45126-458010 3087541 Storage Freezer s/n 23101156, IT# C86845 - Inst 663.00 11/14/2023 226-45126-458010 Check Total: 11,136.33 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 103 ACH Enabled: False 1301937 Resale - Misc barware, shot glasses, flasks, syrul 632.66 11/14/2023 609-49750-425400 1301937 Resale - Cocktail cherries 113.76 11/14/2023 609-49750-425500 1301937 Resale - Liquor 861.60 11/14/2023 609-49750-425100 1302819 Resale - Liquor 272.50 11/14/2023 609-49750-425100 186963CM Resale - Orange twist syrup credit -41.94 11/14/2023 609-49750-425400 Check Total: 1,838.58 Vendor: 1532 TRUEMAN-WELTERS INC Check Sequence: 104 ACH Enabled: False IE36254 O Rings (2 cases), Pumps (1 case), Seals (2 case; 1,540.82 11/14/2023 101-43120-422100 Check Total: 1,540.82 Vendor: 1537 UHL COMPANY INC Check Sequence: 105 ACH Enabled: True 57093A MCC WO# 57093 - Senior Center VFD; Replacf 2,450.00 11/14/2023 701-00000-440100 Check Total: 2,450.00 Vendor: 5527 UMC Check Sequence: 106 ACH Enabled: False 10/26/2023 20D004 - Escrow Refund 6,003.35 11/14/2023 101-00000-220110 Check Total: 6,003.35 Vendor: 1543 US BANK TRUST SERVICES Check Sequence: 107 ACH Enabled: False 7096242 GO Bonds 2017A Paying Agent Fee 10/1/23 - 9/ 500.00 11/14/2023 321-47000-462010 7096305 GO Bonds 2018A Paying Agent Fee 10/1/23 - 9/ 550.00 11/14/2023 322-47000-462010 7096382 GO Bonds 2019A Paying Agent Fee 10/1/23 - 9/ 550.00 11/14/2023 323-47000-462010 Check Total: 1,600.00 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 6315 VARITECH INDUSTRIES INC Check Sequence: 108 ACH Enabled: False IN060-1027686 Plunger Valves - 3 Way 12 VDC Liquid Valves v 496.77 11/14/2023 101-43125-421700 Check Total: 496.77 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV LLC VEOLIA WATER N AM OPERATIONS INC Check Sequence: 109 ACH Enabled: True 9000122053 Dec 2023 - WWTP Operations & Maintenance 68,637.32 11/14/2023 602-49480-430800 Check Total: 68,637.32 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 110 ACH Enabled: True 3306342 Resale - Pop, tonic, monster 372.40 11/14/2023 609-49750-425400 Check Total: 372.40 Vendor: 1684 VINOCOPIA Check Sequence: 111 ACH Enabled: True 0339507 -IN Resale - Ginger beer 120.00 11/14/2023 609-49750-425400 0339507 -IN Freight 16.50 11/14/2023 609-49750-433300 0339507 -IN Resale - Wine 576.00 11/14/2023 609-49750-425300 Check Total: 712.50 Vendor: 1555 VONCO II LLC Check Sequence: 112 ACH Enabled: False V20000076609 Street Sweeping Disposal (17.88 TN) 240.78 11/14/2023 652-49882-421990 Check Total: 240.78 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 113 ACH Enabled: True 9741 Water Testing - October 2023 270.00 11/14/2023 601-49440-431990 Check Total: 270.00 Vendor: 5295 WATKINS VETERINARY CLINIC PA Check Sequence: 114 ACH Enabled: False 57422 Euthenasia w/Mass Cremation (1) 206.00 11/14/2023 101-42700-431990 Check Total: 206.00 Vendor: 2041 WESTSIDE WHOLESALE TIRE & SUPPLY INC Check Sequence: 115 ACH Enabled: False 936165 Hankook Tires, Steel Stem, Mount & Balance (4 964.84 11/14/2023 601-49440-440440 Check Total: 964.84 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 116 ACH Enabled: False 7447064-1 Resale - Wine 760.00 11/14/2023 609-49750-425300 7447064-1 Freight 10.32 11/14/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 17 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 770.32 Vendor: 5635 WK & ASSOCIATES LLC Check Sequence: 117 ACH Enabled: True Nov Monthly Storage Rent (1/2) 362.50 11/14/2023 101-43120-443990 Nov Monthly Storage Rent (1/2) 362.50 11/14/2023 101-43125-443990 Check Total: 725.00 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 118 ACH Enabled: True 200011079 Nov 2023 - Deputies Contract 159,403.13 11/14/2023 101-42100-430500 Check Total: 159,403.13 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 119 ACH Enabled: False 20230000070 202241 - Amendment #A 1540928 46.00 11/14/2023 101-41910-431990 20230000070 202324 - Agreement Misc #A 1540929 46.00 11/14/2023 101-41910-431990 20230000070 202210 - Easement & Agreement, Misc #A 1541 138.00 11/14/2023 101-41910-431990 20230000070 202103 - Satisfactions (2) #A 1541503 & 15415 92.00 11/14/2023 101-41910-431990 20230000070 202312 - Amendment #A 1540930 46.00 11/14/2023 101-41910-431990 Check Total: 368.00 Vendor: 2187 WRIGHT COUNTY SHERIFF OFFICE Check Sequence: 120 ACH Enabled: False 645 Off Duty Service Hours (10) - Chalk Fest 375.00 11/14/2023 101-41310-444220 Check Total: 375.00 Vendor: 1584 WSB & ASSOCIATES INC Check Sequence: 121 ACH Enabled: True R021243-000 13 22CO07 - Pinewood Elementary SRTS - Aug 20: 35,116.52 11/14/2023 400-43300-459026 Check Total: 35,116.52 Total for Check Run: 4,183,574.14 Total of Number of Checks: 121 The preceding list of bills payable was reviewed and approved for payment. Date: 11/13/2023 Approved by: Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (11/08/2023 - 3:48 PM) Page 18 City Council Agenda: 11/13/2023 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: Nx Consent Agenda Item Human Resources Manager 11/13/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve new hires and departures for city departments. REFERENCE AND BACKGROUND The Council is asked to ratify the attached list of new hires and departures for the City. This listing includes full-time, part-time, seasonal, and temporary employees. The listing may also include status changes and promotions. Budget Impact: Positions are generally included in the budget. II. Staff Workload Impact: If new position, there may be some training involved. If terminated position, existing staff will cover hours as needed, until replacement. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of new hires and departures as identified on the attached list. SUPPORTING DATA • List of new hires and terminated employees. NEW EMPLOYEES Name Title Department Hire Date Class Andrew Lange Guest Service Associate MCC 10/23/2023 PT TERMINATING EMPLOYEES Name Reason Department Effective Date Class Emily Zattoni Voluntary MCC 6/30/23 PT Bill Ross Voluntary Public Works 9/1/23 PT Dee Yanta Voluntary Admin 10/25/23 PT Leo Schroden Voluntary Parks 10/27/23 PT Kay Schroden Voluntary Parks 10/27/23 PT Bruce Kraemer Voluntary Parks 10/27/23 PT Johnathon Dahl Voluntary Parks 10/27/23 PT Terry Sickels Voluntary Parks 10/27/23 PT Tim Genung Voluntary Parks 10/27/23 PT Frank Holmes Voluntary Parks 10/27/23 PT William Schindele Voluntary Parks 10/27/23 PT New Hire and Terms City Council 2023: 11/8/2023 City Council Agenda: 11/13/2023 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ® Consent Agenda Item N/A 11/13/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 11/13/2023 2D. Consideration of approving an updated Letter of Agreement between the City of Monticello and Northern States Power Company Mel Energy) for emergency response to the Monticello Nuclear Generating Plant Prepared by: Meeting Date: ® Consent Agenda Item Fire Chief 11/13/2023 ❑ Regular Agenda Item Reviewed by: Approved by: City Clerk City Administrator Motion to approve the letter of agreement for emergency response service between the City of Monticello and Northern States Power Company (Xcel Energy) REFERENCE AND BACKGROUND Every three years, Northern States Power Company provides an updated letter of agreement to acknowledge the commitment for responding to emergencies at the Monticello Nuclear Generating Plant. This agreement outlines how the fire, public works, and emergency management departments respond to emergencies at the plant. It also outlines and refers to their own individual emergency response plans. Copies of these plans are kept at the fire station. The fire department annually trains onsite with them to familiarize firefighters with their facility and specific protocols. This updated agreement is the same as the previous version, except for the reference to their most recent revision of their emergency plan dated 9/11/2023. Budget Impact: None II. Staff Workload Impact: Minimal III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the agreement to provide emergency response services to Northern States Power. SUPPORTING DATA • Letter of agreement 14:1 a0311111.191.4 411:1:ZH:Ii14VA 41091,11 � 9�:��1[�I � 3�Miyj*110 a11:1*4kVL9]: MONTICELLO, MINNESOTA, AND NORTHERN STATES POWER COMPANY FOR THE PROVISION OF EMERGENCY SERVICES TO THE MONTICELLO NUCLEAR GENERATING PLANT Pursuant to the terms of this Letter of Agreement {"Agreement"), the City of Monticello, Minnesota (City) and Northern States Power Company, a Minnesota corporation ("NSPM") (together, "Parties," and each a "Party"), agree to provide emergency response services to the Monticello Nuclear Generating Plant ("MNGP") as follows: 1. The Parties will respond to an incident at MNGP consistent with requirements outlined in Xcel Energy Standard Emergency Plan, Document No. EPLAN-01, Rev. 0 (09/11/2023) ("Standard Plan") and the Monticello Emergency Plan Annex, Rev. 0 (09/11/2023) ("Monticello Plan") (together, "Plans") and any revisions to the Plans, provided that NSPM provides a copy of the revised Plans to the City and Fire Department within 30 days of the date of the revised Plans. 2. Each Party has reviewed the Plans and understands its responsibilities pursuant to the Plans. The Parties have equipment, agreements, and procedures to respond to an emergency at MNGP and are prepared to and will respond to a request for assistance as set forth in the Plans. 3. The Parties have mutually adopted and agree to use the Emergency Action Levels as specified in the Plans. 4. The Parties agree that they will respond to a Hostile Action Based (HAB) event consistent with the terms of the MNGP Radiological Emergency Preparedness Hostile Action Based Events Plan Supplement adopted by the Minnesota Department of Homeland Security and Emergency Management (HSEM). 5. The Monticello Fire Department will provide fire and rescue service to MNGP. The Fire Department will coordinate with other local fire departments to the extent necessary and consistent with the Plans. If the Fire Department requires assistance to respond to an event at MNGP, include a HAB event, the Fire Department will be supplemented by resources available to the Fire Department pursuant to the North Suburban Mutual Aid Agreement and the Minnesota Fire Page 1 of 2 and Rescue Mutual Aid Plan. The Parties will ensure that the agencies called upon to assist participate in the training, exercises and drills required under the Plans for these agencies. The Fire Department will be the lead fire agency for all emergencies in the City of Monticello. For a HAB event, the Fire Department will deploy a representative to the Incident Command Post dependent upon type, location, and scope of the incident once scene safety is established. 6. The MNGP Fire Brigade Leader will work with the Monticello Fire Department Leader to provide local coordination of firefighting and non -firefighting activities. Non -firefighting tasksmay include actions such as spraying water to contain radiological releases or directing water to plant locations for refilling/cooling purposes. In all cases, such operations may begin only when the radiological and security threats are mitigated to ensure the safety of both plant personnel and fire fighters. 7. The Monticello Public Works Department, incoordination with the Wright County Sheriff and County Engineering Department, will control traffic out of and into effected areas to the extent feasible and consistent with the MNGP Plan. 8. The City has agreements in place to call upon resources of ether agencies to assist in the response to a HAS event. 9. The City shall designate personnel to facilitate communication between the responding organizations, members of the media, and the general public. Authorized individuals are the Public information Officer, the City of Monticello Mayor, Deputy Mayor, Emergency Manager, and City Administrator. 10. NSPM will respond to an emergency at MNGP as outlined in the Plans. NSPM will support emergency response services provided by the city and the Fire Department, and all other law enforcement and emergency services providers, including providing training, drills, and exercises. The City and Fire Department agree to participate in the training, drills, and exercises. 11. NSPM shall ensure prompt access to MNGP to the Monticello Fire Department and other City emergency response personnel in accordance with plant procedures. Page 2 of 2 12. This Agreement shall become effective on the date of the last signature by the authorized representatives of the Parties. The Agreement may be amended with mutual consent of the Parties. Any party may withdraw from the Agreement by providing one hundred twenty (120) days' written notice of intent to withdraw from the Agreement to the other party Page 3 of 2 Agreed to: Rachel Leanord, City Administrator Date City of Monticello Lloyd Hilgart, Mayor City of Monticello Mike Mossey, Fire Chief City of Monticello FOR NORTHERN STATES POWER COMPANY -MINNESOTA President Monticello Nuclear Generating Plant Page 4 of 4 Date Date Date City Council Agenda: 11/13/2023 2E. Consideration of adopting Ordinance 814 amending Chapter 70 to include updates in accordance with the Snowalowine and Ice Removal Policv Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/City Engineer 11/13/2023 ❑ Regular Agenda Item Reviewed by: Approved by: City Clerk City Administrator ACTION REQUESTED Motion to adopt Ordinance 814 amending Chapter 70 to include updates in accordance with the adopted Snowplowing or Ice Removal Policy. PREVIOUS COUNCIL ACTION October 23, 2023: City Council approved an amendment to the Snowplowing and Ice Removal Policy to restrict on -street parking from November 15 to April 1 between 1:00 a.m. and 6 a.m. REFERENCE AND BACKGROUND The recently adopted Snowplowing and Ice Removal policy prohibits on -street parking from November 15 to April 1 between 1:00 a.m. to 6:00 a.m. to ensure that vehicles are removed from the roadways. This allows for the safe and efficient removal of snow for safe travel by all. When parking restrictions are needed outside of these dates and times, a snow event may be declared which would prohibit parking on the streets during a posted time range. Snow event information will be posted on the City's website and social media pages. City Code Chapter 70.02, Parking and Stopping, subset 11, indicates that no parking is allowed on any street or roadway when a snow event is declared, except for physicians on emergency calls. This section is proposed to be amended to: No parking is allowed on any city street or roadway between the hours of 1:00 a.m. and 6:00 a.m. from November 15 through April 1 or when a snow event is declared, except physicians on emergency calls. Budget Impact: N/A II. Staff Workload Impact: City staff will update ordinances. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approving ordinance amendments to Chapter 70. City Council Agenda: 11/13/2023 SUPPORTING DATA • Draft Ordinance ORDINANCE 814 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA ORDINANCE AMENDING TITLE VII, TRAFFIC CODE, CHAPTER 70, SECTION 70.02, PARKING AND STOPPING THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA HEREBY ORDAINS: Title VII, Chapter 20, Section B (11), is hereby amended as following: (B) Properly licensed, operable motor vehicles, passenger vehicles, and motorcycles may be parked in the public street where permitted but not on the boulevard portion of the public right-of-way subject to the further requirements of local parking regulations and applicable state statutes. A trailer of any type, properly licensed or not, is not considered a motor vehicle or part thereof when disconnected from its tow vehicle: (11) On any street or roadway when a SRaw event is declared between the hours of 1:00 a.m. and 6:00 a.m. from November 15 through April 1, except physicians on emergency calls. ADOPTED BY the Monticello City Council this 13th day of November, 2023. ATTEST: Jennifer Schreiber, City Clerk VOTING IN FAVOR: D10111INXCIN 9 =19111"reIIN Lloyd Hilgart, Mayor City Council Agenda: 11/13/2023 2F. Consideration to adopt Resolution 2023-94 authorizing submittal of a Community Energy Transition (CET) Grant application in the amount of $1,000,000 in each of the grant fiscal years 2024 and 2025 Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 11/13/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Finance Director, Public Works City Administrator Director/City Engineer, Economic Development Manager ACTION REQUESTED Motion to adopt Resolution 2023-94 authorizing submission of a Community Energy Transition Grant application in an amount up to $1,000,000 in each of the grant years 2024 and 2025. PREVIOUS COUNCIL ACTION August 14, 2023: Authorization of CET grant writing expenditure for grant round REFERENCE AND BACKGROUND The Council is asked to authorize submission of a Community Energy Transition (CET) Grant application in the amount of $1,000,000 in each of the grant years 2024 and 2025 in support of Monticello's continued effort to successfully transition from an energy -based economy. Monticello's requests will focus on utility rate planning and utility extensions to serve the Northwest Growth Area. The CET Grant Program is a competitive funding assistance program administered through the State of Minnesota Energy Transition Office, an office of the Department of Employment of Economic Development (DEED). The grant's purpose is to support Minnesota communities where major power generating facilities have recently closed or are scheduled to close in coming years. The CET grant funding will be used to mitigate negative employment and tax base impact by funding planning and infrastructure projects for transition communities. For fiscal year 2024, $4,750,000 in grant funding is available, with a maximum award of $1,000,000 per applicant per grant year. Another $4,750,000 will be available in a future grant round for fiscal year 2025. The grant administrators indicated that applicants can apply or indicate full funding interest during the current grant round for both fiscal grant years. The City Council Agenda: 11/13/2023 intention is to apply for completion of phased utility extensions timed to meet the grant's spending requirements for each fiscal year. Monticello was a recipient of CET grant funds of $500,000 in the prior grant round. With the first CET grant funding, Monticello completed a number of transition planning documents, including a Strategic Transition Plan, Industrial Feasibility Study, comprehensive water and sewer utility studies, and a long-term financial planning model. Infrastructure was not an eligible expense in the prior grant round. Monticello's current CET grant application proposes to activate planning strategies recommended in the Strategic Transition Plan, Industrial Feasibility Study and the utility studies. The grant proposal requests $987,500 in fiscal year 2024 and $1,000,000 in fiscal year 2025 funding for the construction of municipal water and sewer utility extensions to serve the Northwest Growth Area of the community. The Monticello 2040 Plan specifically cites the northwest growth area as a focus area for future economic development. In addition, Monticello's 2022 Industrial Feasibility Study clearly demonstrated the northwest growth area as the prime location for job creation and tax base expansion. To open this area to development, extension of municipal services is required. Another factor in the decision to seek grant funding for this purpose relates to the significant cost of municipal utility extensions to growth areas outside of the current City boundary. The costs for such extensions can often be limiting factors for development, as trunk extensions are cost prohibitive for individual private development. While the utility extensions provide the opportunity for development of much of the Northwest Area, it is recognized that development may not be immediate. However, the trunk extensions will provide a foundation for private site development. The CET grant proposal for fiscal year 2024 also requests an additional $12,500 in funding for a Utility Rate Study, to be completed by the City's financial consultant Northland Securities. The completed comprehensive water and sanitary sewer studies provide an understanding of the system needs for a growing community. Completion of the utility rate study will provide the funding program for the construction of the municipal utility infrastructure as envisioned by the studies. The utility rate study will outline a fiscally viable plan for construction of the municipal infrastructure needed to support economic growth for a transitioning economy, including the creation of jobs and tax base. Grant applications are due on November 15, 2023, and will be evaluated based on project scope, timing relative to that between plant closure and proposed project benefit, economic impact, community impact, and partnerships, collaboration, and community engagement. Award decisions are expected in December of 2023. City Council Agenda: 11/13/2023 Budget Impact: The CET grant request is for $2,000,000 in total, $1,000,000 in each grant fiscal year. Although a local match is not required, it is a scoring factor for the grant. Staff proposes a local match of $2,000,000, for a total project cost of $4,000,0000 including the utility study and utility extension. Both the utility study and utility extension project proposed in the grant can be funded from existing Water and Sewer fund account balances. II. Staff Workload Impact: In addition to assistance in grant writing and preparation of this report, staff are also working with stakeholders and partners such as Wright County and Xcel Energy to secure letters of support. Staff time for submission of the grant is expected to be 20-25 hours in total. III. Comprehensive Plan Impact: The Monticello 2040 Plan sets a goal for "A stable and expanding tax base that diversifies the City's economy and creates a sustainable employment to offset the eventual closure of the Xcel Monticello Nuclear Generating Plant." In addition, and as noted, the City's adopted Strategic Transition Plan specifically identifies the two proposed grant projects. Submission of the proposed grant is in direct support of the City's transition goals. STAFF RECOMMENDED ACTION Staff recommend adoption of the resolution. The Monticello Nuclear Generating Plant currently pays about 45 percent of the City's property taxes and is a major employment generator for the community. The percentage of City's property tax paid for by Xcel is projected to decrease to roughly 40 percent in payable 2024. Although Xcel is currently seeking state and federal re - licensure to extend the operation of the Monticello plant, Monticello's goal is to plan for and implement actions which decrease dependency on the plant and increase economic resilience. Application for the CET funding for the noted projects is an opportunity to leverage state funding resources for projects which are specifically identified as priorities for successful transition. SUPPORTING DATA A. Resolution 2023-94 B. Community Energy Transition Grant Application (Application Form) C. Project Area Map 1. Initial Phase 2. Full Project D. Excerpts, Monticello 2040 E. Excerpts, Monticello Strategic Transition Plan F. Excerpts, Industrial Feasibility Study CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA RESOLUTION NO. 2023-94 AUTHORIZING SUBMISSION OF A COMMUNITY ENERGY TRANSITION (CET) GRANT APPLICATION TO THE DEPARTMENT OF EMPLOYMENT AND ECONOMIC DEVELOPMENT WHEREAS, the City of Monticello. is a Community under Minnesota Statute §116J.55; NOW THEREFORE BE IT RESOLVED that the City of Monticello acts as the legal Sponsor for project(s) contained in the Community Energy Transition Grant Program to be submitted on November 15th, 2023 or before and that the Mayor is hereby authorized to apply to the Department of Employment and Economic Development for funding of this project on behalf of the City of Monticello; BE IT FURTHER RESOLVED that the City of Monticello has the legal authority to apply for financial assistance, and the institutional, managerial, and financial capability to ensure adequate project administration. BE IT FURTHER RESOLVED that the City of Monticello has not violated any Federal, State, or local laws pertaining to fraud, bribery, graft, kickbacks, collusion, conflict of interest or other unlawful or corrupt practice. BE IT FURTHER RESOLVED that upon approval of its application by the state, the City of Monticello may enter into an agreement with the State of Minnesota for the above referenced project(s), and that certifies that it will comply with all applicable laws and regulation as stated in all grant contract agreements. NOW, THEREFORE BE IT FINALLY RESOLVED that the Mayor and the Clerk are hereby authorized to execute such agreements as are necessary to implement the project on behalf of the applicant. I CERTIFY THAT the above resolution was adopted by the Monticello City Council of the City of Monticello on November 13, 2023. Signed: Witnessed: Lloyd Hilgart, Mayor Jennifer Schreiber, Clerk Date: Date: m EMPLOYMENT T AN D ECONOMIC DEVELOP# Eh7E RGY TRAN$ITi0N OFFICE Great Northern Building 180 East Fifth Street, 12th floor St. Paul, Minnesota 55101 Energy Transition Office, Business & Community Development 651-259-7037/651-802-2238 Email: CETGP.Deed@state.mn.us COMMUNITY ENERGY TRANSITION GRANT APPLICATION INTRODUCTION/DEFINITIONS PURPOSE/BACKGROUND: The Community Energy Transition grant program was established in the Energy Transition Office, Department of Employment and Economic Development (DEED) to award grants to eligible communities to assist them in addressing the economic dislocation associated with the closing of a local electric generating plant. FUNDING AVAILABILITY: Up to $4,750,000 is available for Fiscal Year 2024, and up to $4,750,000 is available for Fiscal Year 2025. REQUIREMENTS: Application for the Community Energy Transition grant program will be on a rolling basis throughout the grant period until the funds are committed. Completed applications and supporting documentation must be electronically submitted to DEED's Energy Transition Office through the Community Energy Transition Grant Program email box: CETGP.Deed@state.mn.us to be considered for funding. Please fill out the entire application, and include additional documents as required. ELIGIBLE PROJECT/COSTS: This means a plan to assist eligible communities with addressing the economic and social impact associated with the closing of a local electric generating plant. This may include but is not limited to land use studies, economic planning, researching, planning, and implementing activities, capital costs of public infrastructure necessary for economic development, and impact studies and other planning activities enabling communities to become shovel -ready and support the transition from power plants to other economic activities to minimize the negative impacts of power plant closures on tax revenues and jobs designed to: (1) assist workers at the plant find new employment, including worker retraining and developing small business start-up skills, (2) increase the eligible community's property tax base; and (3) develop alternative economic development strategies to attract new employers to the eligible community. ELIGIBLE COMMUNITIES/APPLICANTS: Means a county, municipality, or tribal government located in Minnesota in which an electric generating plant owned by a public utility, as defined in section 21613.02, that is powered by coal, nuclear energy, or natural gas: (1) is currently operating and (i) is scheduled to cease operations, (ii) whose cessation of operations has been proposed in an integrated resource plan filed with the commission under section 21613.2422, or (iii) whose current operating license expires within 15 years of the effective date of this section; or (2) ceased operations or was removed from the local property tax base no earlier than five years before the date an application is made for a grant under this section. AWARDING GRANTS: DEED will prioritize grant awards to communities that meet all the statutory requirements of the grant. Additionally, a ready, clearly defined project that demonstrates collaboration and aligns with comprehensive plans to achieve meaningful outcomes will score the highest. According to Legislative requirements, a DEED grant award may not exceed $1,000,000 per community per fiscal year. The ranking criteria listed below have been assigned maximum point values to systematically award grants in each cycle. The maximum point value is 100 points. Project Scope — A clearly defined, relevant, and attainable plan with measured outcomes correlating with the plant closure. Maximum = 10 points. Timing —The immediacy of the plant closure, the project start date, and the completion of the project for when benefits are incurred. The timeline is logical, the project is ready to begin, and it will be completed within the grant term. Maximum = 10 points. Financing—The project budget is detailed, clear, and logical with all costs reasonable and necessary for implementation. With the addition of DEED money, the project is fully financed and ready for implementation. Maximum = 10 points. Economic Impact —The impact of the loss of property tax base and employment on the community and how the project addresses these losses to attain positive outcomes. Maximum = 25 points. Community Impact —The impact on the community due to plant closure and how the project addresses this and other local challenges to attain positive outcomes. Maximum = 25 points. Partnerships, Collaboration and Community Engagement—The formal and informal partnerships between entities with similar strategies, linked to comprehensive plans, CEDS (Comprehensive Economic Development Strategies - Federal EDA form), regional planning and economic development efforts, engagement with community stakeholders to address the impacts of plant closure in the community and the impacts on the workforce. Joint agreements and letters of support provide evidence of strong partnerships toward a common goal. Maximum = 20 points. EMPLOYMENT AND ECONOMIC DEVELOP 11 Eh7E RGY TRAN$ITi0N OFFICE Great Northern Building 180 East Fifth Street, 12th floor St. Paul, Minnesota 55101 Energy Transition Office, Business & Community Development 651-802-2238 / 651-259-7037 Email: CETGP.Deed@state.mn.us Community Energy Transition Grant Application Cover Page Applicant (Community) Head of Applicant Agency (e.g. Mayor): Applicant Address: City: State: Zip Code: If the applicant is a city, please select your city category: O Home Rule Charter O Statutory City For reference, please give the State Statute number which gives the applicant authority to carry out the activities for which you are requesting grant funds. Project Contact for the Community Name Phone Mailing Address: E-mail: Project Manager for this project, in the event of an award Name: Phone Application Author: Phone: E-mail: E-mail: 3 PROJECT AREA INFORMATION 1. Project Area address or boundaries: City: Zip Code: 2. Is this within the retail electric service territory of the public utility that is subject to section 116C.779 or to an eligible community in which an electric generating plant owned by that public utility is located? OYes O No 3. Minnesota Legislative District # A V Note: The Minnesota Legislature has a tool to look up legislative district numbers. You must have a precise address and know the zip code of the site. Go to: http://www.gis.Ieg.mn/0penLayers/districts/ PLANT CLOSURE TIMELINE 4. Name of Plant The plant in my community is currently in operation and is scheduled to cease operations on (Attach schedule documentation) A proposal for a cessation of operations via an Integrated Resource Plan has been filed with the commission under section 2166.2422 on . (Attach most recent filing) The plant in my community ceased operations on . (Attach cessation documentation) The plant in my community was removed from the local property tax base on (Attach documentation) PROJECT/PROGRAM 5. Name of Project Please attach a detailed narrative of the proposed project/plan. How much money are you requesting (cannot exceed $1,000,000). Describe and define the project area, discuss the positive economic and social impact resulting from the project/plan, and how the community will benefit from the project or program. PROJECT COSTS 6. What are the total project costs? $ 7. How much grant funding are you requesting from DEED (cannot exceed $1,000,000)? $ 8. Fill out the budget table below indicating the sources, uses, and amounts of all funds including DEED requests that will be used for costs as defined in this application. 4 Use of Funds Source of Funds Date Funds were/will Amount (DEED, City, County, (Activity) be Committed Private) 9. How were these costs determined? Bids, consultant, historical reference? 10. Explain why these costs are necessary to implement the project. 11. Is all the project's financing in place (bank account, grants, bonds, lending approval)? If not, when will it be secured? ECONOMIC IMPACT—TAX BASE 12. What were the plant property taxes for the past 10 years? (Fill out the 10 -year tax table) County, City, and School taxes. If the plant has closed, please leave closed years blank. Year Tax Amount City Tax Amount County Tax Amount School 2025 2024 2023 2022 2021 2020 2019 2018 2017 2016 13. Describe the local tax impact due to plant closure. This includes county, school districts, etc. 14. Describe how this project addresses the impact of tax loss on the community? ECONOMIC IMPACT — EMPLOYMENT 15. How many people did the plant employ in each of the past 10 years? (Fill out the table with 10 years of employment data) If the plant has closed, please leave the closed years blank. Year Number of Employees 2024 2023 2022 2021 2020 2019 2018 2017 2016 2015 16. At the height of employment, how many people did the plant employ? What year was this? 17. What is the current unemployment rate in your county? If the plant has been closed, how was the unemployment rate affected after the plant closure? 18. Describe the real or projected impact of job loss on the community due to plant closure. This includes job loss from the plant and area businesses. 19. How does this project address the impact of job loss on the community? COMMUNITY IMPACT 20. What are additional challenges facing your community due to plant closure? 21. Besides the plant closing, what are the 3 biggest challenges your community faces? 22. Describe how your plan addresses these challenges. PARTNERSHIPS, COLLABORATION AND COMMUNITY ENGAGEMENT 23. Describe any partnerships or collaborations associated with the project. How do these strengthen the project or improve outcomes? Attach letters of support or joint agreements as appropriate. 24. Is this project consistent with the community's comprehensive plan? 25. Describe your engagement with community stakeholders, landowners, sovereign nations, adjacent communities, marginalized communities, et al. with a. the strategies for the long term (industries, land use, workforce, etc.) or b. the particular development or project? <continued> 9 PROJECT SCHEDULE 26. Provide a detailed project schedule outlining the individual tasks and schedules of the overall costs for the project. The last task on the project schedule should indicate the date upon which project implementation will be completed. Please be advised that if awarded, this schedule will be incorporated into your future grant contract agreement, so you should be as accurate and realistic as possible. Put an X in the box for the months the task has or will be completed. SCHEDULED TASKS BY YEAR AND MONTH Year 2024 Task Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov Dec 0 Year 2025 Task Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov Dec 10 Year 2026 Task Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov Dec 27. Please list any factors which would change or delay this schedule. 11 PAYMENT INFORMATION Most grant payments take place through electronic funds transfer (EFT). To ensure proper payment, a Vendor Number assigned by Minnesota Management & Budget is required. Financial Contact Person: Telephone Number or e-mail: State of Minnesota Vendor Number: If a Minnesota Vendor Number does not exist, please supply: Minnesota Identification Number: and Federal Employer Identification Number: <continued> 12 EMPLOYMENT AND ECONOMIC DEVELOPMENT Conflict of Interest Disclosure State of Minnesota Request for Proposals Instructions: Please return your completed form as part of the Response submittal. Conflict of Interest Disclosure Form This form gives applicants and grantees an opportunity to disclose any actual or potential conflicts of interest that may exist when receiving a grant. It is the applicant/grantee's obligation to be familiar with the Office of Grants Management (OGM) Grants Policy 08-01 Conflict of Interest Policy for State Grant -Making effective date 1/1/22 and to disclose any conflicts of interest accordingly. All grant applicants must complete and sign a conflict-of-interest disclosure form. I or my grant organization do NOT have an ACTUAL or POTENTIAL conflict of interest. If at any time after submission of this form, I or my grant organization discover any conflict of interest(s), I or my grant organization will disclose that conflict immediately to the appropriate agency or grant program personnel. I or my grant organization have an ACTUAL or POTENTIAL conflict of interest. (Please describe below): If at any time after submission of this form, I or my grant organization discover any additional conflict of interest(s), I or my grant organization will disclose that conflict immediately to the appropriate agency or grant program personnel. Printed name: Signature: _ Organization: Date: 13 APPLICANT RESOLUTION Applicants must attach a resolution approving this application from the governing body of the community in which the project is located. A grant application made by a county must also include a resolution of support from the legislative body in the city in which the electric generating plant is or was located. Blank resolutions have been attached for your convenience. You may choose to re -format these resolutions but make sure to include all of the statements that appear in the blank resolutions. Applicants must adopt and submit the following resolution. This resolution must be adopted prior to submission of the application package. WHEREAS, the (Applicant) is a Community under Minnesota Statute §116J.55; NOW THEREFORE BE IT RESOLVED that act as the legal (Applicant) Sponsor for project(s) contained in the Community Energy Transition Grant Program to be submitted on and that (Title of Authorized Official) is hereby authorized to apply to the Department of Employment and Economic Development for funding of this project on behalf of (Applicant) BE IT FURTHER RESOLVED that has the legal authority to (Applicant) apply for financial assistance, and the institutional, managerial, and financial capability to ensure adequate project administration. BE IT FURTHER RESOLVED that has not violated any (Applicant) Federal, State, or local laws pertaining to fraud, bribery, graft, kickbacks, collusion, conflict of interest or other unlawful or corrupt practice. BE IT FURTHER RESOLVED that upon approval of its application by the state, (Applicant) may enter into an agreement with the State of Minnesota for the above referenced project(s), and that certifies that it will comply with all applicable laws and regulation as stated in all grant contract agreements. NOW, THEREFORE BE IT FINALLY RESOLVED that the Mayor and the Clerk (for Statutory Cities), or Title of Authorized Official(s), are hereby authorized to execute such agreements as are necessary to implement the project on behalf of the applicant. Note: Do not include the proper name, only the title of the official(s). Pursuant to Minnesota Statutes, section 412.201, Statutory Cities must authorize both the Mayor and Clerk to execute all contracts, whereas Home Rule Charter Cities or other public entities may differ. I CERTIFY THAT the above resolution was adopted by the of (Applicant) (City Council, County Board, etc.) on (Date) 14 SIGNED (Authorized Official) WITNESSED: (Signature) (Title) (Date) (Title) ACCOMPANYING RESOLUTION This resolution is required for cities to approve an application that is submitted by a county where the project area includes the city in which the electric generating plant is or was located. This adopted resolution must be submitted with the application in addition to the county's resolution. BE IT RESOLVED that the city of (City within project location) has approved the Community Energy Transition grant application to be submitted to the Department of Employment and Economic Development (DEED) on forthe (Date), by (Project Name) project. I certify that the above resolution was adopted by the city council on (Applicant) Date). Signed: (Authorized Official) Title Witnessed by: Title Date: Date: 15 APPENDIX A: FOR PUBLIC INFRASTUCTURE PROJECT 1. Will the applicant own and maintain the Public Infrastructure? Yes O No O If not, explain. 2. Does the applicant have site control of the Public Infrastructure project area? Yes O No O If not, explain. 3. Is the Public Infrastructure project necessary for economic development? Yes No O If yes, explain. 4. What economic development activity will the Public Infrastructure serve? 5. Describe the status of permitting necessary for the project being secured. Include permit expectations and timeframes for approval. 16 6. Will the Public Infrastructure project be fully sponsored by this grant? If not, what percentage? Construction projects cannot be awarded to a contractor (by the city or county) or started prior to being awarded the grant. Funds cannot be used for privately owned infrastructure. Grantees are required to complete annual reports to DEED. Grant report template will be provided. 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'` ` i•L .• t� , i'*F i4 1 -its" } f4, % +' a ,raax'. {''•• •• v.i�F*_• ;.f *+► •a y x �1. .R..•a` n J, .�,:•'L,: r?�#,!1 ilY. ti' r a.� _ r!r •S`' �" • A _ + ' .*F 1 i w +�.�jt i' 'a}, } L ' ' S. .+�.' } ,,rw w ,� '#�� aJ; shoo qj ' �„� 5 " _ *',' «{.•iYti r�S,F•^4.4.~ +t.x• 'x' Sr i` a i' a-. �.*5. ;,,4~ �"!L• .i71..;� .` rP .i.. i. 46 r. 4' -.'�..} Y` ',#' •Y" •.,i+`+1 r;� `1 ``-'S'�!},;y� y ! aSRM '�..--r-.� .%*•�{7 -'x. ,A +�`'''i'..•:" —+ +Sy.� it .ti' r s r s a ' rk•,n 1r 'r R ' ,r, .'9",#. yk • ry '� Lk 15- �4. �`�M1... i {•_F''�.•ry . CITY OF MONTICELLO OTTER MontiCeRo CREEK UTILITY EXTENSION WATERMAIN AND SANITARY SEWER EXTENSIONS 2550 University Avenue W. Suite 400N St. Paul, MN 5511 HRGreen Phone: 651.644.4389 21" Sanitary Sewer Existing MH Existing WM Connection �J Scaled: As Noted Drawn By: rachel.grupe Date: 10/30/2023 Exhibit: 01 Job Number: 201620 NORTHWEST STUDY AREA A new industrial and employment focused area is envisioned in the northwest part of the MOAA. This study area is currently not within the City boundaries, but it is adjacent. Future growth and development are largely dependent on a future Interstate 94 interchange location at Orchard Road. Without an interchange, additional study is needed to evaluate the capacity for development. This area's visibility and large tracts of vacant land also make it attractive for potential development and with a new Interstate interchange. This area has immense potential for a range of employment generating uses such as research and technology, advanced manufacturing, and warehousing and distribution uses. This area has been designated as Light Industrial Park and Employment Campus to anticipate these uses and signify its intent for superior design character as a premier large-scale business park. A small amount of regionally -oriented commercial uses is also possible here adjacent to a new interchange and has been designated as such. New Northwest Interchange A new interchange will continue to be contemplated and identified as a future transportation improvement in the Monticello segment of Interstate 94. This decision will largely be based on vehicular demand and future funding allocation by the U.S. and Minnesota Departments of Transportation. The Orchard Road area is identified as the preferred location for a future interchange with Interstate 94 due to the distance from the existing interchange at State Highway 25, which meets State criteria, the amount of available land area needed for interchange construction, proximity to existing major employers, and nearby vacant tracts of land that could support future development. Once interstate access is provided, the area has potential for significant growth and investment as a regionally oriented business and employment center. Residential Growth Some residential growth can also be anticipated in this area on lands designated as Estate Residential in the southern portion of the area and along County Highway (CSAH) 39. This could provide for future residential growth needs, and given the close proximity of natural resources, should be considered under the Neighborhood Conservation Overlay District when and if developed as residential. Resource Conservation Development planning for this area must consider the impacts on significant existing natural resources in this area. Creeks, wetlands, woodlands, and potential wildlife habitat/corridors all exist within the Study Area. Some of these areas may provide buffers or screening to adjacent land uses and designed as an integral part of the development as an amenity or passive park feature. This area will need careful evaluation for its continued protection and utilization as development occurs in its proximity. Transportation and Connectivity The planning of new roads, trails and access points will be critically important and help ensure the vision of a connected and mobile Monticello community, including this Study Area. New roadways and transportation improvements will be required and developed consistent with complete streets concepts and trail plan. Utilities/Infrastructure The extension of proper utilities to this area is also a major consideration in planning and facilitating new development. All future development plans for this area shall strive for efficient utilization of capital investments that minimize maintenance and service costs. For example, green infrastructure techniques to manage stormwater runoff should be applied to all new development in this study area. Incorporating existing streams and wetlands into development should also be considered whenever possible. However, given its long-term development horizon, detailed utility and infrastructure plans will be needed prior to development of the area. Monticello Wastewater Treatment Facility 90 LAND USE, GROWTH AND ORDERLY ANNEXATION NORTHWEST STUDY AREA FUTURE LAND USE FRAMEWORK CONCEPT PLAN ONLY The land use diagram provides a conceptual plan consistent with the FLUM and City's growth policies in the Comprehensive Plan. It provides more detail in consideration of other factors likely to impact future development. This area is considered a long term growth objective for the city. Although opportunities should always be pursued. Additional detailed study will be necessary prior to or concurrent with any development proposals. Key Factors 0 Future Interchange Alignment—An interchange in the vicinity of Orchard Road would greatly increase access to this area. If approved and funded, additional analysis is required to determine final layout and design, including the location of ramps and access points. 0 Road Network — The introduction of new arterial streets and strategic realignment of the existing street network will improve access, while enabling larger, more contiguous parcels of land for future use. Cameron Avenue NE is shown as being rerouted with a new formal intersection established at 120th Street intersection. ONatural Areas — A significant amount of land in the area contains open space and natural resources that may limit or preclude future development. These areas should be considered for long-term preservation. QOther Natural Features —Other features exist that have not been formally designated, but could impact the development of more intensive land uses. In these cases, conservation style development is warranted to minimize impacts. © Transitional Land Uses —There are some existing some land uses in the area that may warrant re-examination as the area develops in the future. EXHIBIT 3.9 0 1 40 I�M06 aQssodQnn4�a0 n LJ stir F,p SrgrF l� 9y MONTICELLO 2040 VISION + PLAN 91 0 Planning Concept Study Area 0 NT F PprgTF94 Q Parcels North Buildings Q Streets +N+ Railroad + — L:'•''i:,e\ `P` ` ` ��������� Overhead Utility Easements Future Interchange Location Water Bodies OWetlands/Natural Areas i Sensitive Natural Areas Estate Residential Regional Commercial Fd�sV '",oEmployment Campus Industrial Park OLight I iiiiiiW Potential New Street O — ) Potential Connections 120th St. NE 0 1 40 I�M06 aQssodQnn4�a0 n LJ stir F,p SrgrF l� 9y MONTICELLO 2040 VISION + PLAN 91 IMPLEMENTATION CHART: LAND USE, GROWTH AND ORDERLY ANNEXATION SHORT- I LONG- ONGOING THEME TERM TERM MONTICELLO 2040 VISION + PLAN Policy 1.2. Growth Management Strategy 1.2.1- Create growth management to Achieve Goal tools and solutions such as development incentives, zoning regulations, capital Adopt and maintain growth investments, and other measures which O management tools which prioritize support focused development into the development within the existing primary growth areas. city boundary first as the primary growth area and then into the Strategy 1.2.2 - Consider a more detailed Planning Areas and some adjacent planning initiative for the Northwest and East Bertram Study Areas to better define land use, MOAA areas as a secondary option utility and transportation corridors and needs, and then into Development Reserve which can be incorporated into finance and of the MOAA as the last option. capital improvement plans. There may be exceptions to this when utilities and transportation Strategy 1.2.3- Develop utility and infrastructure is readily available. transportation solutions supporting the development of "primary' growth areas which best meet the city's immediate development goals, such as those for the Chelsea/School Boulevard (CR) area, and estate residential areas. Policy 1.3. Balance Land Use Strategy 1.3.1- Use the development review with Transportation Choices process to evaluate and mitigate potential O impacts on traffic, parking, transportation safety, Ensure that land use decisions accessibility, connectivity, and transit needs. consider the characteristics of the Strategy 1.3.2- Require a preliminary transportation network, including road capacity, the quality of the transportation plan, including conceptual streetscape, sidewalks, accessibility, roadway network, with any development O availability of public transportation proposed in the Northwest or East Bertram and other modes of travel. Planning Areas. Strategy 1.3.3 - Coordinate and participate in regional land use planning activities, particularly along State Highway 25, with Wright County, Sherburne County, the Cities O ((( of Buffalo, Big Lake and Becker, the Central J1J Mississippi River Regional Planning Partnership and the School District. MONTICELLO 2040 VISION + PLAN IMPLEMENTATION CHART: ECONOMIC DEVELOPMENT SHORT- I LONG- ONGOING THEME TERM TERM 224 -!� IMPLEMENTATION Policy 2.1. Diverse • Economic Sectors Strategy2.1.1- Capitalize on the proximity to 1-94 regional transportation facilities, available O ' • • " • • • • • • land and educated and skilled workforce to �a • . - • - Diversify economic sectors to create opportunities for job growth. - • • • - broaden the base of available . • - • • - • living wage employment in Strategy2.1.2- Inventory existing industry • - • • the Community. clusters and strengthen those clusters by attracting similar and complementary businesses. O Strategy2.1.3- Work with existing business clusters to expand the attraction of supply O chain companies. Strategy2.1.4- Recognize changing land use patterns for industrial parks, and other or O alternative uses such as co -working spaces. Policy2.2. Business Toolbox Strategy2.2.1- Promote economic development tools to the business community. O Maintain a business development and job creation toolbox to assist Strategy2.2.2- Develop criteria for a City tax O existing and future businesses. reimbursement and abatement program. Strategy2.2.3 - Identify and promote new and existing state and federal programs to support O business development and attraction. Strategy 2.2.4- Prepare a complete development site package for high-priority areas O including a map of available parcels. Strategy2.2.S- Certify available industrial sites as "shovel ready" to allow for faster turnaround O of development projects. Strategy2.2.6- Maintain and update annually property availability maps for commercial and O industrial parcels. 224 -!� IMPLEMENTATION IMPLEMENTATION CHART: ECONOMIC DEVELOPMENT SHORT- I LONG- ONGOING THEME TERM TERM • • = • • • Policy 2.3: Local Strategy2.3.1- Proactively support small Partner Collaboration business start-up efforts through funding Work collaboratively with partners and programs made available by the State of Minnesota's Department of Employment, to foster the attraction of Initiative Foundation and Economic new businesses. Development (DEED) and Wright County Economic Development Partnership. POlicy2.4. Industrial and Business Strategy2.4.1- Identify funding sources for infrastructure and proactively engage O Site Analysis and Availability a variety of partners to help complete the �i development of a new business park. Identify, plan, and develop new Strategy2.4.2- Develop partnerships to assist industrial/business park areas to ensure site availability for with marketing and promotion of industrial/ O industrial projects as existing business park areas. areas fully develop. Strategy2.4.3- Monitor industrial land absorption to help prioritize future site O development and readiness. Strategy2.4.4- Investigate opportunities for grants, legislation, transition aid, or bonding funds to support industrial land O �a O area development. • Policy3.1. Downtown Small Area Plan Strategy3.1.1- Develop and support the appropriate policies, programs, and incentives O that enable the type of development described Use and implement the Downtown in the Downtown Small Area Plan. Small Area Plan as the guiding - - - - _ document to improve, develop and redevelop Downtown. Strategy3.1.2- Install improvements to the downtown as envisioned in the Walnut Street O c(c Corridor Plan. 1J1 Strategy3.1.3- Continue to build a funding base for use in property acquisition and O redevelopment efforts in targeted areas. Strategy3.1.4- Continue to support the fa4ade improvement program and promote to O downtown business and property owners. MONTICELLO 2040 VISION + PLAN IMPLEMENTATION CHART: COMMUNITY FACILITIES AND INFRASTRUCTURE SHORT- I LONG- ONGOING THEME TERM TERM 1111111111E0ITICELL0 2040 VISION + PLAN IMPLEMENTATIM Policy 4.1. Long Range Strategy 4.1.1- Regularly review long range Utility Planning utility with the County and Township to encourage consistency between planning O • • ' ' • • Work with Monticello Township documents and the City's Capital Improvement - • and Wright County to encourage Program (CIP). • • • • - - • • - • - planning and provision of utility Strategy4.1.2- Complete all necessary • • ' • ' • • • services as guided by the • • ' ' • • Monticello Comprehensive Plan, comprehensive long range utility plans. O • • • • • • • the MOAA and other long-range • • _ • _ _ • • planning documents. Strategy4.1.3-Seek alternative funding sources for utility extensions and maintenance • • • • • through funding studies, cost analysis and O • • • . - other means. Policy 4.2. Water Strategy4.2.1- Annually review capital and Sewer Service improvement plans for water and sewer service to encourage consistency with the O Continue to provide efficient, Cost Comprehensive Plan and Monticello's growth objectives. effective, high quality water and Strategy4.2.2- Continually monitor the sewer service to all Monticello residents. wastewater treatment plant (WWTP) capacity and operations to ensure its meets the long term O needs of Monticello. Strategy4.2.3 - Consider the use of alternative shared municipal water and sewer systems which connect to the public system or eventually O O connect to the system, but only with additional land use and utility study and consistent with MOAA agreements. Policy 4.3: Strategy4.3.1- Evaluate opportunities to improve water quality, stormwater systems and 0 4manage Stormwater Management Mississippi River. erosion along the Utilize the Water Resource Management Plan as the policy Strategy4.3.2- Continue to work with Wright directive for managing stormwater in the City and continue to play County for improvements to Ditch 33 and the conveyance of stormwater through the entire O County Ditch system consistent with the ability 1� a proactive role to manage to serve the areas within the MOAA with orderly stormwater In the City. and efficient urban growth. 1111111111E0ITICELL0 2040 VISION + PLAN IMPLEMENTATIM IMPLEMENTATION CHART: COMMUNITY FACILITIES AND INFRASTRUCTURE SHORT- I LONG- ONGOING THEME TERM TERM r=� f •� I r �. . Utilities near Montissippi Park («(« LAND USE, GROWTH AND ORDERLY ANNEXATION Policy 5.2. Maintenance Funding Strategy 5.2.3- Work to provide adequate funding for city infrastructure and improvements, including pathway repair and O maintenance. Policy 5.3. Infrastructure Funding Strategy5.3.1- Ensure developers are aware of their responsibilities to install public Utilize development proposals and opportunities to leverage infrastructure including utilities, roadways and parks through subdivision ordinance requirements. O funding and facilitate Strategy5.3.2- Support infrastructure infrastructure investments. projects that enhance the City's ability to attract businesses that promote Monticello's reputation O as a regional leader in manufacturing, technology, health services and other sectors. Strategy 5.3.3- Investigate the use of franchise fees for funding public O infrastructure maintenance. Strategy5.3.4- Continue to build local and regional partnerships which leverage additional O project funding opportunities. r=� f •� I r �. . Utilities near Montissippi Park («(« LAND USE, GROWTH AND ORDERLY ANNEXATION .1, STRATEGIC TRANSITION PLAN SUMMARY ■ For Monticello & Wright County: The extensions of Monticello result in a net average increase of 2,049 jobs (3.0% change); and $222 million in GDP (3.5% change), from 2031 to 2040. Early Dual Coal Plant Retirements and Monticello Nuclear Plant Extension Scenario o The Early Coal Retirement and Monticello Extension scenario is Xcel's preferred plan as provided in the July 1, 2019 resource plan filing. This scenario includes the extension of the Monticello Nuclear Generating Plant in Wright County. The King Generating Plant, a coal-fired power plant, is modeled to retire in 2028 in this scenario versus 2037 in the reference case. Monticello, a nuclear power plant, is modeled to be extended from 2030 to 2040. o Benefits: ■ For the Minnesota Economy: Modest net changes to the Minnesota economy, with a net average increase of 1,401 jobs (less than 0.1% change) from 2020 to 2045, and a net average increase of $24 million in GDP (less than 0.1% change). The majority these increases will be observed in Wright County alone. ■ For Monticello & Wright County: The extension of Monticello results in a net average increase of 2,085jobs (3.1% change); and $226 million (3.5% change) in GDP from 2031 to 2040. Early King Coal Plant Retirement and Monticello Nuclear Plant Extension Scenario o This scenario includes the early retirement of the King Generating Plant in Washington County and the extension of the Monticello Nuclear Generating Plant in Wright County. The King Generating Plant is modeled to retire in 2028 in this scenario versus 2037 in the resource plan. Monticello is modeled to be extended from 2030 to 2040. o Benefits: ■ Minnesota: A net average increase of 1,904jobs (less than 0.1% change) from 2020 to 2045, and a net average increase of $72 million in GDP (less than 0.1% change). The majority these increases will be observed in Wright County alone. ■ Monticello & Wright County: The extension of Monticello results in a net average increase of 2,106 jobs (3.1% change); and $229 million in GDP (3.5% change), from 2031 to 2040. Mock Shutdown of All Plants Scenario o This scenario examines the economic contributions of plants in the host communities and informs communities of the potential economic impact of plant closures. It also shows the impact in 2018 based on observed plant expenditures. This scenario removes the economic activity driven by utility spending in each of the four counties with operations (i.e., Goodhue, Sherburne, Washington, and Wright counties). o Loss: ■ Monticello & Wright County: Mock 2018 shutdown of Monticello leads to a loss of 2,528 jobs (3.9%) and $226 million in GDP (5.3%) in the county. Qualitative Analysis Results The focus of this document is on the results of an extensive qualitative analysis of various scenarios. The plan itself draws few specific conclusions as to a preferred course of action — but rather focuses on the magnitude of economic impacts from each decision. The qualitative result was an overall increased awareness of the significance and potential severity of this impact, prompting more extensive and coordinated action by and on behalf of host communities. This includes ongoing work of the CUC to educate on behalf of these communities, including Monticello. Monticello Strategic Transition Plan (Approved 06/13/2022) is Land Use and Growth Action Steps Where "Strategy" or "Policy" is indicated, the Action Step is taken from the Monticello 2040 Vision + Plan. MONTICELLO 2040 PLAN LAND USE, GROWTH, AND ORDERLY ANNEXATION Strategy 1.2.1 - Create growth management tools and solutions such as Policy Regulatory development incentives, zoning regulations, capital investments, and other Updates p measures which support focused development into the primary growth areas. HOP —�• Strategy 1.2.3 - Develop utility and transportation solutions supporting the development of "primary" growth areas which best meet the city's immediate Public Infrastructure and development goals, such as those for the Chelsea/School Boulevard (CR) area, System Upgrades SKIP and estate residential areas. Strategy 1.3.2 - Require a preliminary transportation plan, including a Policy Regulatory conceptual roadway network, with any development proposed in the Northwest Updates p or East Bertram Planning Areas. HOP —�� Strategy 1.3.3 - Coordinate and participate in regional land use planning activities, particularly along State Highway 25, with Wright County, Sherburne Collaborative and County, the Cities of Buffalo, Big Lake and Becker, the Central Mississippi River Interjurisdictional Efforts SKIP Regional Planning Partnership and the School District. j� Strategy 1.4.2 - Update the City's trunk fee analysis to align the costs of ulatory PolicyRegulatory V development with the fees necessary to support development, and to develop U dats p possible incentive options or tools to support desired development. HOP Monticello Strategic Transition Plan (Approved 06/13/2022) 26 —�• Policy 3.3 - Connectivity to and from Centers Strengthen the connections between the City's commercial centers and the neighborhoods, parks and Public Infrastructure and schools around them through physical improvements, safe trail connections, System Upgrades SKIP and coordinated land use and transportation planning. • Strategy 3.5.1 - Identify specific underperforming or undervalued properties and locations to foster reinvestment and work with the property owners to Policy and Regulatory achieve positive results through parcel assembly, parking lot consolidation, Updates HOP connections, and site enhancements. Policy 4.1 - Utilize the Downtown Small Area Plan as the primary planning document that guides development and improvement in the Downtown. The components of the Downtown Plan shall be acknowledged and referenced Targeted Locations / in terms of development and improvement priorities. These include the Site -Specific Priority SKIP Downtown Goals, Frameworks and Implementation Actions which will continue Projects to remain high priority for the City until achieved. These are listed below for reference. • Strategy 5.1.1 - Retain and plan for the development of land zoned for Employment Campus and Light Industrial Park that is sufficient to meet long- Policy and Regulatory term needs for light industrial uses, manufacturing, production, and assembly, Updates and other uses which support continued diversity in tax base and create living - HOP wage employment. • Strategy 5.1.4 - Develop a plan for servicing Employment Campus land areas Targeted Locations / with roads and utilities in recognition of their potential for tax base and Site -Specific Priority HOP employment generation. Projects Monticello Strategic Transition Plan (Approved 06/13/2022) 28 Monticello Strategic Transition Plan (Approved 06/13/2022) 29 5.2.1 - Use the Employment Campus designation to signify areas for JStrategy premier employment districts, including research and development, technology, Policy and Regulatory advanced manufacturing, medical laboratories, corporate office, and planned Updates industrial parks. HOP Policy 5.3 - Conversion of Industrial Land to Other Uses. Prohibit the conversion • of industrial or employment designated land to non -industrial uses unless two JJ of the following three conditions are met: the industrial use is isolated and is Policy and Regulatory �` surrounded by non -industrial uses; subsequent analysis and public input are Updates provided through a public review process that justifies a land use change; or it HOP is demonstrated that an extraordinary benefit would be provided to the city if converted to another use. Combined Strategy — In conjunction with planning for future river crossing plan for compatible land uses, maximize transportation investment for the Public Infrastructure and System Upgrades SKIP community. Strategy 1.2.1 - Create growth management tools and solutions such as development incentives, zoning regulations, capital investments, and other Policy and Regulatory Updates measures which support focused development into the primary growth areas. SKIP • JJ� Strategy 5.8.1 - Continue discussions and planning in conjunction with Xcel Collaborative and , Energy regarding the location and development of the northwest interchange. Interjurisdictional Efforts HOP • JJ` Strategy 5.8.2 - Begin conversations regarding the Xcel's long-term land use Collaborative and plans after decommissioning. Interjurisdictional Efforts HOP Monticello Strategic Transition Plan (Approved 06/13/2022) 29 Mobility and Connectivity Action Steps Where "Strategy" or "Policy" is indicated, the Action Step is taken from the Monticello 2040 Vision + Plan. MONTICELLO 2040 MOBILITY AND CONNECTIVITY • Strategy 4.1.4 - Pursue and collaborate with MnDOT for a new traffic signal and Collaborative and HOP pedestrian crossing at 4th Street and Pine Street/State Highway 25. Interjurisdictional Efforts • Strategy 1.1.5 - Pursue detailed study and implementation of priority projects Public Infrastructure and as funding becomes available. System Upgrades HOP _X Strategy 1.2.2 - Participate as an active partner in the Wright County 5 -year Targeted Locations / Transportation and Wright County pathway planning to ensure Monticello's Site -Specific Priority roadway and pathway needs are met. Projects SKIP Policy 3.1 - New Interstate 94 Interchange at Orchard Road. Pursue a new Interstate 94 interchange location at Orchard Road to improve access to Collaborative and Bertram Chain of Lakes, and help facilitate future industrial and commercial Interjurisdictional Efforts JUMP development in the Northwest Planning Area Policy 5.2 - Collaboration with Local and Regional Partners Work constructively with MnDOT, Wright and Sherburne Counties, and other partners within the Collaborative and SII III JUMP City of Monticello to continue to build a connected multimodal transportation system. Interjurisdictional Efforts Monticello Strategic Transition Plan (Approved 06/13/2022) 43 INDUSTRIAL LAND CAPACITY & PLANNING ANALYSIS • Support existing Monticello manufacturers/industries as they seek to expand in Collaborative and XV the community. Interjurisdictional Efforts HOP • Develop solutions to facilitate development of mid-range sites, including site Public Infrastructure and layouts, plans, etc. System Upgrades HOP • Identify any additional long-range industrial sites which can best meet the Targeted Locations / needs of the community and complement Monticello's assets, including Site -Specific Priority �Vji location on the interstate and proximity to the St. Cloud and Twin City Projects HOP workforces. Following completion of the comprehensive utility studies, prioritize long- 0 industrial sites and prepare an outline of next steps for initiation of Targeted Locations / development, which may include feasibility studies for the following: Site -Specific Priority JJ� ' Environmental Analysis Projects • Industrial Site Layouts, including Transportation Network HOP Cost -Benefit Comparison of Sites Monticello Strategic Transition Plan (Approved 06/13/2022) 54 INDUSTRIAL LAND USE FEASIBILITY ANALYSIS - NORTHWEST & EAST MONTICELLO Pursue development of Northwest Industrial Area through zoning and Policy and Regulatory policy guidance, as well as consideration of extension of public services and Updates infrastructure. SKIP s Within the Capital Improvement plan, develop a timeline for extension of public Public Infrastructure and services and infrastructure. System Upgrades SKIP Support the development of low to moderate density residential in the city's Policy and Regulatory east growth area adjacent to existing residential, consistent with planned Updates staging of utilities. SKIP • Continue to explore and study feasibility of new 1-94 interchange and new Targeted Locations / �� II Mississippi River bridge crossing in the City's northwest growth area, to serve Site -Specific Priority existing and planned development. Projects JUMP Monticello Strategic Transition Plan (Approved 06/13/2022) 55 Northwest Site The following pages detail high-level benefits and costs for each NW Site scenario alternative. Like the East Site, benefits and costs are critically connected to the potential presence of a future interchange, and bridge - with a bridge, benefits and costs are much higher. Notably though, without an interchange, the NW Site would still provide for a high level of both housing units and jobs. Likewise, infrastructure costs would be much lower without an interchange. However, the assessed value and tax capacity of the NW Site drops by about 5o%without an interchange. NW Site Scenario Alternatives build on and refine the vision provided by the 2040 Comprehensive Plan. The Comprehensive Plan guided the NW area for additional study, suggested a future interchange here, and provided a preliminary land use concept. The concept in the Comp Plan was the basis for each of the concepts shown here. ALTERNATIVE A - From Comp Plan Benefits & Costs ti.:• Alternative A is anticipated to generate a significant amount of benefits and notably would carry the highest assessed value and tax capacity benefits of all six scenarios - by a margin of io8% and 116% higher 120th St Neg issi .k respectively than the next highest scenario. It also carries 375 more estimated jobs compared to Alternative B, however 18o less housing units. f - - Not surprisingly though, Alternative A carries a very ^h _ high infrastructure cost - the second highest of NW Site scenarios. Like all interchange -based scenarios however, the majority of these costs are wrapped in a future cty Ra ss interchange. al Comprehensive Plan Alignment Alternative A is a direct representation of the Northwest StudyArea Concept from the Comprehensive Plan (Page Ln g1). Land uses, approximate section acreages, and 4-J roadway locations are all reflected in the Concept Plan. a) Sections F and G however are slight expansions upon the a residential envisioned as part of the Concept Plan. m goo 4300 $17 M X1.3 B Units Jobs Tax Assessed Additionally, both the Comp Plan and the 2019 study Capacity Value envision the possibility of an interchange and bridge located at the location shown in Alternative A. The Ln bridge location shown in Alternative A, as part of the Ln 0 o o interchange, is one of the possible bridge locations O U identified in that 2019 study. Utilities M $5d M Locating the bridge in this section of the stud area would Utilities Roadway 9 g Y be necessary for direct interstate access for Sections A -D, while maintaining developable land elsewhere in the study area. Further, Alternative A provides viable land to accommodate both of the future greenway trail connectors from CR 75 to the Bertram Chain of Lakes, as envisioned by the Comp Plan. Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Cost / Benefit and Conclusions ALTERNATIVE B - Interchange K Ln 4-1 a� N m 7 Benefits & Costs Alternative B is anticipated to generate the second highest benefits for all East Site scenarios. The 3975 possible jobs is slightly less than Alternative B, but is more than 250% increase compared to any East Site scenario. The tax capacity ad assessed value are is a slightly lower than Alternative A, at 16% and 15% respectively. Alternative B however carries the second most significant infrastructure costs among all scenarios, driven primarily by the very high roadway upgrades and/or new constructions, and the cost of the interchange. ALTERNATIVE C - NO INTERCHANGE Comprehensive Plan Alignment Alternative B is a slight revision of the Northwest Study Area Concept from the Comprehensive Plan (Page 91). Land uses, approximate section acreages, and roadway. locations were revised to reflect a more connective roadway network, providing direct access to a future interstate for area employment uses, routing traffic away from residents of the Township neighborhood, and creating anon -throughway roadway connection to the � Lr - neighborhood. Additionally, both the Comp Plan and the 2019 study envision the possibility of an interchange and QJ bridge located at the location shown in Alternative A. m The 2019 study builds on the interchange concept from the Comp Plan, by evaluating potential bridge locations connecting Monticello to Big Lake. The bridge location shown in Alternative A, as part of the interchange, is one Ln of the possible bridge locations identified in the study. U'i O Locating the bridge in this section of the study area would V be necessary for direct interstate access for Sections A -D, while maintaining developable land elsewhere in the study area. Further, Alternative A provides viable land to accommodate both of the future greenway trail connectors from CR 75 to the Bertram Chain of Lakes, as envisioned by the Comp Plan. Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Benefits & Costs Due to its comparatively small development footprint, Alternative C presents both the lowest benefits and costs of all three NW Site Scenarios. However it does Ail still present an equal number of housing unit potential as Alternative B. Whilejobs arejust 26% of the next highest NW Scenario, the potential of over i000jobs would still be a significant benefit for the city. Conversely though, Alternative C carries a 78% and - =- 88% lower infrastructure cost than Alternatives A and B respectively. W t6 1170 3925 $14.6 M s1.1 B Units Jobs Tax Assessed Capacity Value s6.5M $67.9M Utilities Roadway Benefits & Costs Alternative B is anticipated to generate the second highest benefits for all East Site scenarios. The 3975 possible jobs is slightly less than Alternative B, but is more than 250% increase compared to any East Site scenario. The tax capacity ad assessed value are is a slightly lower than Alternative A, at 16% and 15% respectively. Alternative B however carries the second most significant infrastructure costs among all scenarios, driven primarily by the very high roadway upgrades and/or new constructions, and the cost of the interchange. ALTERNATIVE C - NO INTERCHANGE Comprehensive Plan Alignment Alternative B is a slight revision of the Northwest Study Area Concept from the Comprehensive Plan (Page 91). Land uses, approximate section acreages, and roadway. locations were revised to reflect a more connective roadway network, providing direct access to a future interstate for area employment uses, routing traffic away from residents of the Township neighborhood, and creating anon -throughway roadway connection to the � Lr - neighborhood. Additionally, both the Comp Plan and the 2019 study envision the possibility of an interchange and QJ bridge located at the location shown in Alternative A. m The 2019 study builds on the interchange concept from the Comp Plan, by evaluating potential bridge locations connecting Monticello to Big Lake. The bridge location shown in Alternative A, as part of the interchange, is one Ln of the possible bridge locations identified in the study. U'i O Locating the bridge in this section of the study area would V be necessary for direct interstate access for Sections A -D, while maintaining developable land elsewhere in the study area. Further, Alternative A provides viable land to accommodate both of the future greenway trail connectors from CR 75 to the Bertram Chain of Lakes, as envisioned by the Comp Plan. Industrial Development Feasibility Study I Monticello, Minnesota I June 9, 2022 Benefits & Costs Due to its comparatively small development footprint, Alternative C presents both the lowest benefits and costs of all three NW Site Scenarios. However it does Ail still present an equal number of housing unit potential as Alternative B. Whilejobs arejust 26% of the next highest NW Scenario, the potential of over i000jobs would still be a significant benefit for the city. Conversely though, Alternative C carries a 78% and - =- 88% lower infrastructure cost than Alternatives A and B respectively. Comprehensive Plan Alignment Sections D & G of Alternative C align with the Northwest Study Area Concept from the Comprehensive Plan (Page g1). However, the remaining sections reflect a likely land use outcome scenario without an interchange and bridge. In this case, employment uses are likely restricted for sections A and B, and would largely be residential and minimal commercial in C, E, and F. Additionally, the lack of an interchange or bridge in Alternative C deviates from both the Comp Plan and the 20xx study. Alternative C does provides viable land to accommodate both of the future greenway trail connectors from CR 75 to the Bertram Chain of Lakes, as envisioned by the Comp Plan. Cost / Benefit and Conclusions Imt6 1170 1050 $7.5 M $690 M Units Jobs Tax Assessed Capacity Value s6.5 M $12.6 M Utilities Roadway Comprehensive Plan Alignment Sections D & G of Alternative C align with the Northwest Study Area Concept from the Comprehensive Plan (Page g1). However, the remaining sections reflect a likely land use outcome scenario without an interchange and bridge. In this case, employment uses are likely restricted for sections A and B, and would largely be residential and minimal commercial in C, E, and F. Additionally, the lack of an interchange or bridge in Alternative C deviates from both the Comp Plan and the 20xx study. Alternative C does provides viable land to accommodate both of the future greenway trail connectors from CR 75 to the Bertram Chain of Lakes, as envisioned by the Comp Plan. Cost / Benefit and Conclusions Site & Scenario Comparison BENEFITS Comparisons are provided here in both ALT C ALT A 1440 graph and table format 540 Housing Units 990 1170 QALT B 360 Units 3925 Lu ALT C* 540 Units HOUSINGLFU $690 M Tax Capacity $17 M $14.6 M $7.5 M ALT A 990 Units s6.5 M zALT B* 1170 Units $67.9 M $12.6 M ALT C 1170 Units ALT A miiM 1558 Jobs QALT B 1365 Jobs ILL! ALT C* oJobs JOBS ALT A ALT B* ALT C 1o5o Jobs [-- ALT A QALT B $373 M ASSESSED w ALT C* $189 M VALUE ALT A ql1I1I1I=� ALT B* ALT C $690 M I--- ALT A Q ALT B TAX w ALT C* CAPACITY ALT A ALT B* ALT C 1440 Units COSTS �-- ALTA $5.1 M QALT B $5.1 M UTILITIES D w ALT C* $5.1M 0 ALT A s6.5 M ALT B* s6.5 M ALT s6.5M ALT A $82.7 M Q ALT B $53 M 4300 Jobs uJ ALT C* $16.2 M 3925 Jobs ROADWAYS ALT A s56 M ALT B* $69.7 M ALT $12M 6689 M $1.3 B $1.1 B $7.8 M $5 M s1.8 M $7.5 M $17 M $14.6 M *indicates recommended area scenario ALT A ALT B* ALT C Mw 1440 36o 540 Housing Units 990 1170 1170 Jobs 4300 3925 1050 Assessed Value $1.3 B $1.1 B $690 M Tax Capacity $17 M $14.6 M $7.5 M Utilities s6.5 M s6.5 M s6.5 M Roadway $56 M $67.9 M $12.6 M *indicates recommended area scenario Industrial Development Feasibility Study I Monticello, Minnesota June 9, 2022 Cost / Benefit and Conclusions ALT A ALT B ALT C* Housing Units 1440 36o 540 Jobs 1558 3.365 0 Assessed Value $689 M $373M $189 M Tax Capacity $7.8 M $5.0 M $1.8 M Utilities $5.1 M $5.1 M $5.1 M Roadway $82.7 M $53 M $16.2 M Industrial Development Feasibility Study I Monticello, Minnesota June 9, 2022 Cost / Benefit and Conclusions City Council Agenda: 11/13/2023 2G. Consideration of adopting Ordinance 815, an Amendment to the Monticello City Code, Title XV: Land Usage. Chapter 153: Zoning Ordinance. Sections 153.012 — Definitions and 153.042 — Common District Requirements to allow certain encroachments into the required front yard for single and/or two-family residences and including definitions or other regulations necessary to define and limit the intent or application of the proposed amendment. Applicant: Nancy and Jonathan Parker Prepared by: Meeting Date: ® Consent Agenda Item Grittman Consulting, LLC 11/13/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Community & Economic Development Coordinator, Chief Building & Zoning Official ACTION REQUESTED The Planning Commission recommends approval of the ordinance unanimously. Motion to adopt Ordinance No. 815, an Amendment to the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Sections 153.012 — Definitions and 153.042 — Common District Requirements to allow certain encroachments into the required front yard for single and/or two-family residences and including definitions or other regulations necessary to define and limit the intent or application of the proposed amendment, based on findings in Resolution PC -2023-35. REFERENCE AND BACKGROUND Property: Legal Description: NA PID #: NA Planning Case Number: 2023-40 Request(s): Amendment to the Zoning Ordinance creating an allowance for a limited encroachment into the front yard setback for single- and two-family homes, specifically related to open -sided and covered entry porches and similar structures of a specific size and encroachment. Deadline for Decision: December 9, 2023 (60 -day deadline) February 7, 2024 (120 -day deadline) City Council Agenda: 11/13/2023 Land Use Designation: Low -Density Residential Zoning Designation: Single- and Two -Family Residential Homes (various districts) Overlays/Environmental Regulations Applicable: NA Current Site Uses: NA Surrounding Land Uses: North: NA East: NA South: NA West: NA Project Description: The applicants propose an amendment to the City's Zoning Ordinance that would provide for the construction of a covered porch or stoop area on the front of their current single-family home. The structure was built to meet the required front -yard setback of 30 feet at the time of its original construction. As built, the home follows the front setback line closely, with little or no articulation or change. Currently, the front entry opens directly into livable space, a common architectural design for homes of that period. Adding architectural features such as a covered porch would either not be possible under current regulations, or would require consideration of a variance, which due to the "uniqueness" requirement for variance review, is unlikely to prevail. The applicants requested a change to the zoning regulations to accommodate a modest encroachment for such porch extensions into the required front yard. ANALYSIS Zoning. The Zoning Ordinance sets out specific building setback requirements for each zoning district. It also allows for several structures that are either not subject to those setbacks or permitted to encroach into the required setback area. The following section identifies those allowances: Section 152.042, Subd. (D)(2) Allowable Encroachments (a) The following features may encroach into required yards: City Council Agenda: 11/13/2023 1. Fences and walls that meet the standards in § 153.062, may encroach into a required yard, but shall be subject to corner visibility requirements, and shall not be placed within public rights-of-way, conservation easements unless specifically permitted by the easement. 2. Walkways, patios, ramps, stairs, paved areas, and other accessory structures less than 30 inches above grade, and all landscape plantings are exempted from yard requirements except as may be specifically required by this chapter, but are subject to corner visibility requirements, and shall not be placed within conservation easements unless specifically permitted by the easement. 3. In rear and side yards: recreational and laundry drying equipment, arbors and trellises, balconies, decks, and air conditioning subject to the following conditions: a. Setback requirements of environmental protection districts shall remain applicable. b. A side yard setback of six feet shall be maintained. c. A setback of 20 feet shall be maintained from property lines abutting public rights-of-way. d. A rear yard setback of six feet shall be maintained. e. No encroachment shall be permitted within an existing or required easement. 4. Appurtenances: a. Appurtenances are permitted to encroach into a required front or rear yard setback up to six feet. b. Appurtenances are permitted to encroach into a required side yard setback up to three feet. c. Railings on landing places or porches extending into a required side yard shall not exceed three feet, six inches in height. d. Appurtenances shall not be located within existing or required easements. As written, the code creates an exception for several low or at -grade structures and features. For many of these structures, the setback encroachment is in the side or rear yard. Front yard exceptions tend to be landscape features (such as fences or arbors, or at -grade features such as City Council Agenda: 11/13/2023 patios, decks, and sidewalks. In the front yard, a property owner may construct railings for an open porch/deck, or other similar structures. However, attached covered structures are considered a part of the principal building, per the Zoning Ordinance's definition of "Building" as follows: BUILDING. A structure with a roof, intended for shelter, housing, business, or enclosure. The applicants propose to add a covered ("roofed") area over the front entry of their home. As discussed above, the home style creates no useful area in the front of the home to accommodate use of the porch during inclement weather, nor protection for the interior of the home when the front entrance is opened. Staff agrees that the addition would be a suitable improvement, both in utility of the home and front entrance area (indoors and out), and in architectural enhancement. In considering the request for an ordinance amendment, staff further supports the accommodation of such improvements for single- and two-family residential homes. The suggested features would further the City's interest in promoting improvements to, and reinvestment in, the City's existing housing stock. The Monticello 2040 Plan offers specific support for the amendment: "Adopt zoning regulations that allow for a wider diversity of housing types, identify character defining features and encourage a center of focus for each neighborhood." and "Pursue neighborhood conservation approaches that promote appropriate housing rehabilitation and new construction responsive to Monticello's traditional neighborhood character and visual diversity." A proposed amendment adding an additional permitted encroachment to the section of the City Code listed above is proposed as follows: In the front vard. oxen. covered (roofed) aorches over a front entrance attached to a single- or two-family residential principal building shall be allowed to encroach into the required front yard setback with the following requirements: a. Total encroachment into the required setback may be up to a distance of six (6) feet; b. Total encroachment area may be no more than seventy-two (72) square feet; c. The encroachment space may include perimeter walls that are no more than 40% of the height between the principal entrance floor elevation and the lowest point on the proposed roof and/or ceiling above it. The remaining vertical space must remain open, without enclosure of any material, with the exception of any structurally required posts; d. Encroachment into drainage and utilitv easements shall not be permitted: City Council Agenda: 11/13/2023 e. The building materials for the porch shall be consistent with the principal structure; f. No more than one such covered porch encroachment shall be permitted for each dwelling unit. (i) For each single-family home, a maximum of one such covered porch under this section shall be aermitted to encroach into the reauired front vard. (ii) For each two-family home, a maximum of two such covered porches shall be permitted when over separate exterior entrances leading to the interior of individual residential units. The six-foot encroachment allowance matches the existing "appurtenance" encroachment of six feet into the front yard, which would then allow a property owner to cover an existing front stoop. The proposed 72 square foot area allows for the width of the covered porch to be 12 feet, a common building dimension, and further allows the gable height to create a prominent architectural feature, and to be consistent with the existing or proposed roof pitches on the principal structure. The proposed text refers to "open" porches and defines open as being no more than 40% of the height from the finished floor elevation at the front entry to the lowest point of the roof or ceiling covering the porch. In a typical 8 -foot height dimension from entry to ceiling, a low wall could enclose the porch area up to about 39 inches, leaving an open space of at least 57 inches. The purpose of this provision is to accommodate an interest in creating an edge to the front porch but limit the conversion of these spaces to enclosed floor area. The allowance for the encroachment is intended to enhance the open space in the front with some weather protection, not to merely decrease the building setback for finished floor area. While the front yard setback requirements are in place to create usable open space for these residential properties, the space that would be covered by this encroachment is often covered with stairs and stoops, sidewalks, or open decks and patio spaces. The addition of an open cover is unlikely to impact green space quantities on most parcels. Budget Impact: The amendment review and ordinance preparation required a modest amount of consulting time from Grittman Consulting. The costs will be paid through Miscellaneous Professional Services line item of the Planning & Zoning Budget. II. Staff Workload Impact: Approximately four hours of staff time, including review of the report and applicant meetings, was spent on preparation of the consideration. III. Comprehensive Plan Impact: As noted above, The Monticello 2040 Plan offers specific support for the amendment: "Adopt zoning regulations that allow for a wider diversity of housing types, identify character defining features and encourage a center of focus for each neighborhood" and "Pursue neighborhood conservation approaches that City Council Agenda: 11/13/2023 promote appropriate housing rehabilitation and new construction responsive to Monticello's traditional neighborhood character and visual diversity." PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the proposed ordinance and held a public hearing on the item during its regular meeting on November 6, 2023. During their discussion, the Commission reviewed scenarios in which the proposed amendment might be applied to confirm how the ordinance could be interpreted and used. It was noted that the proposed ordinance requires the encroachment area to remain open and function as a porch feature rather than an enclosed living area. Applicant Jonathan Parker addressed the Commission, explaining the basis for the application request, noting that the porch addition would enhance the livability of his home. The Commission noted that the amendment supports similar enhancement for other properties. Following discussion, the Commission recommended approval of the amendment unanimously. STAFF RECOMMENDED ACTION Staff recommends adopting Ordinance 815 amendment for open front porch encroachments over front entryways in the front yard of single and two-family dwellings. The proposed amendment supports investment in existing housing stock within the community and the addition of features which add character to individual housing and neighborhoods. SUPPORTING DATA A. Ordinance No. 815 B. Resolution PC -2023-35 C. Applicant Narrative D. Applicant Plans ORDINANCE NO. 815 AN ORDINANCE AMENDING THE MONTICELLO CITY CODE XV, CHAPTER 153, MONTICELLO ZONING ORDINANCE, SECTIONS 153.042 (D)(2) RELATED TO FRONT YARD SETBACK ENCROACHMENTS THE CITY COUNCIL OF THE CITY OF MONTICELLO ORDAINS: SECTION 1. § 153.042 is hereby amended to add the following: 5. In the front yard, open, covered (roofed) porches over a front entrance attached to a single- or two-family residential principal building shall be allowed to encroach into the required front yard setback with the following requirements: a. Total encroachment into the required setback may be up to a distance of six (6) eet• b. Total encroachment area may be no more than seventv-two (72) square feet: c. The encroachment space may include perimeter walls that are no more than 40% a the height between the principal entrance floor elevation and the lowest point on the Proposed roof and/or ceiling above it. The remaining vertical space must remain open, without enclosure of anv material. with the exception of anv structurally reauired posts; d. Encroachment into drainage and utility easements shall not be permitted; e. The buildina materials for the porch shall be consistent with the principal structure: f No more than one such covered porch encroachment shall be permitted for each dwelling unit. (i) For each single-family home, a maximum of one such covered porch under this section shall be permitted to encroach into the required front yard. (ii) For each two-family home, a maximum of two such covered porches shall be permitted when over separate exterior entrances leading to the interior of individual residential units. SECTION 2. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title XV, Chapter 153, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. SECTION 3. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hal ADOPTED BY the Monticello City Council this 13th day of November, 2023. ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Lloyd Hilgart, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-35 RECOMMENDING ADOPTION OF AN ORDINANCE AMENDING THE ZONING ORDINANCE RELATED TO PERMITTED FRONT YARD SETBACK ENCROACHMENTS FOR SINGLE- AND TWO-FAMILY DWELLINGS WHEREAS, the City of Monticello includes housing of a long history architectural variety and construction; and WHEREAS, the zoning regulations applicable to single and two-family dwellings can limit variation and enhancement of certain architectural styles; and WHEREAS, the City encourages improvement and reinvestment in its residential housing stock; and WHEREAS, certain such investments facilitate more effective and efficient use of existing homes, and more architectural creativity for both existing and new dwellings and the larger neighborhood; and WHEREAS, allowing for the construction of open front porches that encroach into the front yard accommodates reinvestment without compromising the open character of front yard spaces; and WHEREAS, the Planning Commission held a public hearing on November 6t", 2023 on the application and the applicant City of Monticello and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The zoning amendment provides an appropriate means of furthering the intent of the Comprehensive Plan by allowing and encouraging reinvestment and character in its residential housing stock. 2. The proposed amendment makes no other changes to the nature of uses that would otherwise exist in residential neighborhoods. 3. The change in zoning language will accommodate reasonable and efficient maintenance of existing or new dwellings. 4. The change in language will have no expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 5. The private reinvestment can have the effect of enhancing architectural character, diversity, and creativity in residential neighborhoods. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-35 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 zoning amendment to accommodate the encroachment of open porches in the required front yard setback areas as defined in the proposed ordinance. ADOPTED this 6t" day of November, 2023, by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION Paul K nsor, Chair ATTEST: Angela Schun)60r, C§mmunity Development Director 0) Jonathan and Nancy Parker 130 Kampa Circle Monticello, MN 55362 Land Use Text Amendment Application Narrative The modification requested would provide for an amendment to the land use zoning text that would allow for the addition of a small porch at the entry to the single-family residence at 130 Kampa Circle. City staff suggested that applying for a text amendment would be a better option than applying for a variance. A request for variance, most likely, could not be approved. Reasons for the requested change include: 1. Increased weather protection for the building at the front entry 2. Personal weather protection at the front entry 3. Increased curb appeal contributing to the appearance of the residence and the community. 4. A weather protected space from which to enjoy the local community and its environment. The changes are generally supported by the Monticello Comprehensive Plan in the sections on "Sustainability" and "Sense of Place." The proposed Text Amendment also contributes to the resilience of a stable community within the City of Monticello. *VERIFY FINISH SELECTIONS w/ OWNER* AMEN. ' — — — — — — — — — — — — — — — — — — — — I I I I SHAKES 1T- - - - - - - - - - - - - - - - - - - I I III II III III II III I I III � II III III � II III LLL = = JJ ILL = = = JJI NEW DOWNSPOUT (LOCATION PER ROOFING CONTRACTOR) I I FRONT ELEVATION SCALE: 1/4" = 1'-0" 12 / / 12 ASPHALT SHINGLES 6 i ' / \ ` J 6 12 12 6 6 ALUMN. SOFFIT&FASCIA - - - - - - - - - - - - - - 2x6 BAND BD. - - - - - - - - - - - - - - - - - - - - - / - - - - - - - III// III II VIII VIII >I III i�__ _ _� �/_ - - �_ -JAI II 1<L = J I II VIII VIII II I� �I �_____= =�1 - - LL-yJ LL = - = JJ LL -JJ � r _ � _ -TI � = � - - - - - - - - - - - -- -it/ - - - - - - -- :J - MATCH EXST. HEEL HGT. (VERIFY IN FIELD) EAVE OVERHANG = 24" ROOF PLAN GABLE OVERHANG = 12" SCALE: 1/8" = 1'-0" LEFT ELEVATION SCALE: 1/4" = 1'-0" ARCTEK DESIGN LLC 4376 MIDWAY ROAD HERMANTOWN MINNESOTA 55811 PHONE: (715) 494-9668 ARCTEKDESIGN @OUTLOOK.COM APPROVED: CHECKED BY: SCALE:As Noted DRAWN BY: MSS 9/11/2023 Arctek Design LLC owns all rights, including, but not limited to, copyrights of the blueprints or floor plans created under this agreement. Arctek Design licenses the blueprint or floor plan to the customer for purposes of constructing the structure depicted in the blueprint or floor plan. Although every effort has been made in preparing these plans for accuracy, the customer must verify accuracy & be responsible for the same.The customer shall not duplicate, distribute to the public, or display this blueprint or floor plan. This floor plan or blueprint is not a work made for hire as defined under 17 U.S.C. section § 101. V.j► 8k 130 KAMPA CIRCLE MONTICELLO MINNESOTA 55362 PAGE: Al — — — — — — — — — — — — — — — — — — — — I I I I SHAKES 1T- - - - - - - - - - - - - - - - - - - I I III II III III II III I I III � II III III � II III LLL = = JJ ILL = = = JJI NEW DOWNSPOUT (LOCATION PER ROOFING CONTRACTOR) I I FRONT ELEVATION SCALE: 1/4" = 1'-0" 12 / / 12 ASPHALT SHINGLES 6 i ' / \ ` J 6 12 12 6 6 ALUMN. SOFFIT&FASCIA - - - - - - - - - - - - - - 2x6 BAND BD. - - - - - - - - - - - - - - - - - - - - - / - - - - - - - III// III II VIII VIII >I III i�__ _ _� �/_ - - �_ -JAI II 1<L = J I II VIII VIII II I� �I �_____= =�1 - - LL-yJ LL = - = JJ LL -JJ � r _ � _ -TI � = � - - - - - - - - - - - -- -it/ - - - - - - -- :J - MATCH EXST. HEEL HGT. (VERIFY IN FIELD) EAVE OVERHANG = 24" ROOF PLAN GABLE OVERHANG = 12" SCALE: 1/8" = 1'-0" LEFT ELEVATION SCALE: 1/4" = 1'-0" ARCTEK DESIGN LLC 4376 MIDWAY ROAD HERMANTOWN MINNESOTA 55811 PHONE: (715) 494-9668 ARCTEKDESIGN @OUTLOOK.COM APPROVED: CHECKED BY: SCALE:As Noted DRAWN BY: MSS 9/11/2023 Arctek Design LLC owns all rights, including, but not limited to, copyrights of the blueprints or floor plans created under this agreement. Arctek Design licenses the blueprint or floor plan to the customer for purposes of constructing the structure depicted in the blueprint or floor plan. Although every effort has been made in preparing these plans for accuracy, the customer must verify accuracy & be responsible for the same.The customer shall not duplicate, distribute to the public, or display this blueprint or floor plan. This floor plan or blueprint is not a work made for hire as defined under 17 U.S.C. section § 101. V.j► 8k 130 KAMPA CIRCLE MONTICELLO MINNESOTA 55362 PAGE: Al GENERAL CONSTRUCTION NOTES: ROOF ASSEMBLY ITEMS: * MIN. 1" AIR FLOW PASSAGE TO BE MAINTAINED @ ALL ROOF EDGES FOR A MIN. OF 4'-0" FROM OUTSIDE OF EXTERIOR WALL. INSTALL CHUTES AS REQ'D. * (2) ROLLS ICE&WATER SHIELD @ ALL ROOF EDGES. * SOFFIT VENTILATION 1/150 OR REDUCED TO 1/300 PROVIDED 50%-80% OF VENTED AREA IS PROVIDED W/ VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE BEING VENTED (min. of 36" above eave or cornice) W/ BALANCE OF THE REQ'D VENTILATORS IN THE EAVES OR CORNICE DECK CONSTRUCTION NOTES: * CALL BEFORE YOU DIG TO LOCATE UTILITIES PRIOR TO ANY EXCAVATION OR DIGGING. * FOOTINGS: CONTRACTOR TO VERIFY REQ'D FOOTING SIZE PER SITE CONDITIONS. * TREATED WOOD: ALL WOODEN MEMBERS TO BE TREATED OR ROT RESISTANT WOODS SUCH AS CEDAR OR REDWOOD. * POSTS: POSTS SHALL BE SECURELY ANCHORED TO FOOTINGS TO PREVENT MOVEMENT. 6" POSTS MAY BE NOTCHED TO SEAT 2 PILE BEAM CONSTRUCTION. * BEAMS: SPLICES AND/OR END JOINTS ARE TO BE MADE OVER POSTS. BEAMS THAT ARE BOLTED TO POSTS ARE TO HAVE AT LEAST (2) 1/2"dia. BOLTS STAGGERED ON EACH POST. * LEDGER BOARDS: HOUSE/DECK LEDGER BOARD TO BE ATTACHED W/ 5/16" LAG SCREWS TO A SOLID WOOD MATERIAL, SUCH AS SOLID RIM BOARD, OR PLATES. INSULATED RIM JOIST, WALL SHEATHING AND I -JOISTS CANNOT ACCEPT LAG BOLTS AND MUST HAVE DIMENSIONAL LUMBER INSTALLED AT ALL BOLT LOCATIONS, OR A SELF-SUPPORTING DECK MUST BE CONSTRUCTED. CONNECTIONS BETWEEN HOUSE/DECK MUST BE WATERPROOF. CONTINUOUS FLASHING W/ DRIP EDGE OVER TOP OF LEDGER BOARD TO BE INSTALLED TO PREVENT ANY WATER FROM ENTERING. * DECK TENSION/LATERAL LOAD: DECK TENSION/LATERAL LOAD CONNECTOR W/ 15001bs CAPACITY (2) LOCATIONS MIN. (OR) (4) 750* SIMPSON DTT1Z CONNECTIONS. VERIFY W/ LOCAL CODE REQUIREMENTS. * STAIRS: 36" MIN. WIDTH. 10" MIN. TREAD. 7.75" MAX. RISER. OPEN RISERS NOT PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT ALLOW A 4"dia. SPHERE TO PASS THROUGH. THE GREATEST RISER HGT. SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". ALL TREAD RUNS ARE TO BE EQUAL DIMENSION. * STAIR HANDRAILS: CONTINUOUS GRASPABLE HANDRAILS ARE REQUIRED ON STAIRS W/ 4 OR MORE RISERS. THE ENDS OF THE HANDRAIL SHALL RETURN TO A WALL OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL SHALL BE 34"-36" ABOVE TREAD NOSING. * DECK GRADUALIST: A DECK AND/OR STAIR THAT IS 30" HIGHER OFF GRADE WILL REQUIRE A 36" MIN. HIGH GUERRILLA. VERTICAL SPINDLES OR A PATTERN OF INTERMEDIATE RAILS MUST BE CONSTRUCTED SO THAT A 4"dia. SPHERE CANNOT PASS THROUGH. ALL OF THE GENERAL CONSTRUCTION NOTE APPLICATIONS MENTIONED ABOVE ARE TO BE VERIFIED AND MAYBE ALTERED AS DECIDED BY THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTORS BUILDING PRACTICES. CERTIAN DIMENSIONS MAY VARY ACCORDING TO MATERIAL USED AND/OR THE CONTRACTOR'S BUILDING METHODS. NOTES: FOUNDATION WALL DIMENSIONS FROM OUTSIDE OF CONIC. EXTERIOR WALL DIMENSIONS FROM OUTSIDE OF SHEATING EXISTING SHOWN AS DASHED DETA I LS: EXST. BASEMENT WALL HGT. = 7'-4" EXST. MAIN FLOOR PLATE HGT. = 8'-1 1/8" EXST. MAIN FLOOR SYSTEM = 9-1/2" I -JOISTS EXST. ROOF PITCH = 6/12 NEW ROOF PITCH = 6/12 1 11 I 0I I ✓ I I ✓ 1 � 1 ✓ I I�I I �1 o1 I /�I /I I/ I/I1/ II 1 I� ✓ EXISTING LAB r 1 1 EXISTING BASEMENT 1 I S G S 1/ I/1 z I 1 w 1 I 1/I V I/JI I�I I.�I V r I/�L--—--—--—--— ——--—--—-------—————————— — — — J�I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L. — — — — — — — — — — — — — — — — — — — — — — .J .. n EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" r — � I ✓ I 0 I ✓ 1 N /J 1 EXISTING BASEMENT V I z -- I / 1 w V I 1 I�-- —_ —— — — _ — / L � -- 21'-7 1/2" W i i 2-2x12 TRTD. FLASH BEAM — 2x12 TRTD. STRINGERS @12" o.c. — W PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" 10'-0" 16" SONO TUBES 441-0" BELLED TO 20" 22'-0" r — -I r — I/II I✓I I ✓ I I�I V I�I 1 I I EXISTING r S G 1/I I A V r A4 I I 1/I REMOVE EXST. BRICK & ADD TRTD. 2x8 LEDGER BD. ——————— — — — — — J I II/I /— + I I V I I� -------------- L. — — — — — — — — — — — — — — — — — — — — — — .J i i 2x8 TRTD. JOISTS @16" o.c. I r/1 12'-4 1/2" 22'-0" ARCTEK DESIGN LLC 4376 MIDWAY ROAD HERMANTOWN MINNESOTA 55811 PHONE: (715) 494-9668 ARCTEKDESIGN@OUTLOOK.COM APPROVED: CHECKED BY: SCALE:1/4" = 1'-0" DRAWN BY: MSS 9/11/2023 Arctek Design LLC owns all rights, including, but not limited to, copyrights of the blueprints or floor plans created under this agreement. Arctek Design licenses the blueprint or floor plan to the customer for purposes of constructing the structure depicted in the blueprint or floor plan. Although every effort has been made in preparing these plans for accuracy, the customer must verify accuracy & be responsible for the same.The customer shall not duplicate, distribute to the public, or display this blueprint or floor plan. This floor plan or blueprint is not a work made for hire as defined under 17 U.S.C. section § 101. PARKER 130 KAMPA CIRCLE MONTICELLO MINNESOTA 55362 PAGE: A2 GENERAL CONSTRUCTION NOTES: ROOF ASSEMBLY ITEMS: * MIN. 1" AIR FLOW PASSAGE TO BE MAINTAINED @ ALL ROOF EDGES FOR A MIN. OF 4'-0" FROM OUTSIDE OF EXTERIOR WALL. INSTALL CHUTES AS REQ'D. * (2) ROLLS ICE&WATER SHIELD @ ALL ROOF EDGES. * SOFFIT VENTILATION 1/150 OR REDUCED TO 1/300 PROVIDED 50%-80% OF VENTED AREA IS PROVIDED W/ VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE BEING VENTED (min. of 36" above eave or cornice) W/ BALANCE OF THE REQ'D VENTILATORS IN THE EAVES OR CORNICE DECK CONSTRUCTION NOTES: * CALL BEFORE YOU DIG TO LOCATE UTILITIES PRIOR TO ANY EXCAVATION OR DIGGING. * FOOTINGS: CONTRACTOR TO VERIFY REQ'D FOOTING SIZE PER SITE CONDITIONS. * TREATED WOOD: ALL WOODEN MEMBERS TO BE TREATED OR ROT RESISTANT WOODS SUCH AS CEDAR OR REDWOOD. * POSTS: POSTS SHALL BE SECURELY ANCHORED TO FOOTINGS TO PREVENT MOVEMENT. 6" POSTS MAY BE NOTCHED TO SEAT 2 PILE BEAM CONSTRUCTION. * BEAMS: SPLICES AND/OR END JOINTS ARE TO BE MADE OVER POSTS. BEAMS THAT ARE BOLTED TO POSTS ARE TO HAVE AT LEAST (2) 1/2"dia. BOLTS STAGGERED ON EACH POST. * LEDGER BOARDS: HOUSE/DECK LEDGER BOARD TO BE ATTACHED W/ 5/16" LAG SCREWS TO A SOLID WOOD MATERIAL, SUCH AS SOLID RIM BOARD, OR PLATES. INSULATED RIM JOIST, WALL SHEATHING AND I -JOISTS CANNOT ACCEPT LAG BOLTS AND MUST HAVE DIMENSIONAL LUMBER INSTALLED AT ALL BOLT LOCATIONS, OR A SELF-SUPPORTING DECK MUST BE CONSTRUCTED. CONNECTIONS BETWEEN HOUSE/DECK MUST BE WATERPROOF. CONTINUOUS FLASHING W/ DRIP EDGE OVER TOP OF LEDGER BOARD TO BE INSTALLED TO PREVENT ANY WATER FROM ENTERING. * DECK TENSION/LATERAL LOAD: DECK TENSION/LATERAL LOAD CONNECTOR W/ 1500lbs CAPACITY (2) LOCATIONS MIN. (OR) (4) 750* SIMPSON DTT1Z CONNECTIONS. VERIFY W/ LOCAL CODE REQUIREMENTS. * STAIRS: 36" MIN. WIDTH. 10" MIN. TREAD. 7.75" MAX. RISER. OPEN RISERS NOT PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT ALLOW A 4"dia. SPHERE TO PASS THROUGH. THE GREATEST RISER HGT. SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". ALL TREAD RUNS ARE TO BE EQUAL DIMENSION. * STAIR HANDRAILS: CONTINUOUS GRASPABLE HANDRAILS ARE REQUIRED ON STAIRS W/ 4 OR MORE RISERS. THE ENDS OF THE HANDRAIL SHALL RETURN TO A WALL OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL SHALL BE 34"-36" ABOVE TREAD NOSING. * DECK GRADUALIST: A DECK AND/OR STAIR THAT IS 30" HIGHER OFF GRADE WILL REQUIRE A 36" MIN. HIGH GUERRILLA. VERTICAL SPINDLES OR A PATTERN OF INTERMEDIATE RAILS MUST BE CONSTRUCTED SO THAT A 4"dia. SPHERE CANNOT PASS THROUGH. ALL OF THE GENERAL CONSTRUCTION NOTE APPLICATIONS MENTIONED ABOVE ARE TO BE VERIFIED AND MAYBE ALTERED AS DECIDED BY THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTORS BUILDING PRACTICES. CERTIAN DIMENSIONS MAY VARY ACCORDING TO MATERIAL USED AND/OR THE CONTRACTOR'S BUILDING METHODS. NOTES: FOUNDATION WALL DIMENSIONS FROM OUTSIDE OF CONC. EXTERIOR WALL DIMENSIONS FROM OUTSIDE OF SHEATING EXISTING SHOWN AS DASHED DETA I LS: EXST. BASEMENT WALL HGT. = 7'-4" EXST. MAIN FLOOR PLATE HGT. = 8'-11/8" EXST. MAIN FLOOR SYSTEM = 9-1/2" I -JOISTS EXST. ROOF PITCH = 6/12 NEW ROOF PITCH = 6/12 I I I I I I I I I L - - U) w 0 z Cn X EXISTING HOUSE II � DIMENSION FROM OUTSIDE OF BRICK I I I C? 00 I I L - MM EXISTING MAIN FLOOR PLAN SCALE: 1/4" = 1'-0" I I I I I I I I I L - - T1 /T /Z is U) w 0 z Cn X w 21'-7 1/2" EXISTING HOUSE DIMENSION FROM OUTSIDE OF BRICK COMPOSITE DECKING ---- _- ---- ' O b 2PLY 9-1/2" 2.0E LVL EAVE BEAM (WRAPPEp w/ LPO) 6x6 TRTD. POST (WRAPPED w/ LPO) B21-611 A4ol )SED MAIN FL( SCALE: 1/4" = 1'-0" R PLAN MM EXISTING PATIO II POCKET BEAM INTO EXST. WALL II � (4" CONC. SLAB) 21'-10" I I I I I I I I LIJ I I ARCTEK DESIGN LLC EXISTING GARAGEz i l 4376 MIDWAY ROAD U I U) I I HERMANTOWN I---------------------------------------- -------, I I - I MINNESOTA I 55811 — — — _j ' I PHONE: (715) 494-9668 I �I O i EXISTING TRUSSES I I I ARCTEKDESIGN@OUTLOOK.COM — —— I /1171TT1 T1/Z 71 APPROVED: I I - - J 22'-0" II II IILIJ EXISTING GARAGE II z A U) A4 lI--------------------------------------w-------; I II II J RE -LOCATE HOSE -BIBS (PER PLUMBER) O EXISTING TRUSSES ALUMN. RAILING ----------- i I ' I 2PLY 9-1/2" 210E LVL EAVE BEAM (1NRAPPED w/ LPO) I F 6x6_SRTD_P0.ST- — — — — — J (WRAPPED w) LPO) B NV12'4 1/2" 22'-0" I I I I I I I I I I I I I J CHECKED BY: SCALE:1/4" = V-0" DRAWN BY: MSS 9/11/2023 Arctek Design LLC owns all rights, including, but not limited to, copyrights of the blueprints or floor plans created under this agreement. Arctek Design licenses the blueprint or floor plan to the customer for purposes of constructing the structure depicted in the blueprint or floor plan. Although every effort has been made in preparing these plans for accuracy, the customer must verify accuracy & be responsible for the same.The customer shall not duplicate, distribute to the public, or display this blueprint or floor plan. This floor plan or blueprint is not a work made for hire as defined under 17 U.S.C. section § 101. V.\h 130 KAMPA CIRCLE MONTICELLO MINNESOTA 55362 PAGE: A3 GENERAL CONSTRUCTION NOTES: ROOF ASSEMBLY ITEMS: * MIN. 1" AIR FLOW PASSAGE TO BE MAINTAINED @ ALL ROOF EDGES FOR A MIN. OF 4'-0" FROM OUTSIDE OF EXTERIOR WALL. INSTALL CHUTES AS REQ'D. * (2) ROLLS ICE&WATER SHIELD @ ALL ROOF EDGES. * SOFFIT VENTILATION 1/150 OR REDUCED TO 1/300 PROVIDED 50%-80% OF VENTED AREA IS PROVIDED W/ VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE BEING VENTED (min. of 36" above eave or cornice) W/ BALANCE OF THE REQ'D VENTILATORS IN THE EAVES OR CORNICE DECK CONSTRUCTION NOTES: * CALL BEFORE YOU DIG TO LOCATE UTILITIES PRIOR TO ANY EXCAVATION OR DIGGING. * FOOTINGS: CONTRACTOR TO VERIFY REQ'D FOOTING SIZE PER SITE CONDITIONS. * TREATED WOOD: ALL WOODEN MEMBERS TO BE TREATED OR ROT RESISTANT WOODS SUCH AS CEDAR OR REDWOOD. * POSTS: POSTS SHALL BE SECURELY ANCHORED TO FOOTINGS TO PREVENT MOVEMENT. 6" POSTS MAY BE NOTCHED TO SEAT 2 PILE BEAM CONSTRUCTION. * BEAMS: SPLICES AND/OR END JOINTS ARE TO BE MADE OVER POSTS. BEAMS THAT ARE BOLTED TO POSTS ARE TO HAVE AT LEAST (2) 1/2"dia. BOLTS STAGGERED ON EACH POST. * LEDGER BOARDS: HOUSE/DECK LEDGER BOARD TO BE ATTACHED W/ 5/16" LAG SCREWS TO A SOLID WOOD MATERIAL, SUCH AS SOLID RIM BOARD, OR PLATES.INSULATED RIM JOIST, WALL SHEATHING AND I -JOISTS CANNOT ACCEPT LAG BOLTS AND MUST HAVE DIMENSIONAL LUMBER INSTALLED AT ALL BOLT LOCATIONS, OR A SELF-SUPPORTING DECK MUST BE CONSTRUCTED. CONNECTIONS BETWEEN HOUSE/DECK MUST BE WATERPROOF. CONTINUOUS FLASHING W/ DRIP EDGE OVER TOP OF LEDGER BOARD TO BE INSTALLED TO PREVENT ANY WATER FROM ENTERING. * DECK TENSION/LATERAL LOAD: DECK TENSION/LATERAL LOAD CONNECTOR W/ 1500lbs CAPACITY (2) LOCATIONS MIN. (OR) (4) 750* SIMPSON DTT1Z CONNECTIONS. VERIFY W/ LOCAL CODE REQUIREMENTS. * STAIRS: 36" MIN. WIDTH. 10" MIN. TREAD. 7.75" MAX. RISER. OPEN RISERS NOT PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT ALLOW A 4"dia. SPHERE TO PASS THROUGH. THE GREATEST RISER HGT. SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". ALL TREAD RUNS ARE TO BE EQUAL DIMENSION. * STAIR HANDRAILS: CONTINUOUS GRASPABLE HANDRAILS ARE REQUIRED ON STAIRS W/ 4 OR MORE RISERS. THE ENDS OF THE HANDRAIL SHALL RETURN TO A WALL OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL SHALL BE 34"-36" ABOVE TREAD NOSING. * DECK GRADUALIST: A DECK AND/OR STAIR THAT IS 30" HIGHER OFF GRADE WILL REQUIRE A 36" MIN. HIGH GUERRILLA. VERTICAL SPINDLES OR A PATTERN OF INTERMEDIATE RAILS MUST BE CONSTRUCTED SO THAT A 4"dia. SPHERE CANNOT PASS THROUGH. ALL OF THE GENERAL CONSTRUCTION NOTE APPLICATIONS MENTIONED ABOVE ARE TO BE VERIFIED AND MAYBE ALTERED AS DECIDED BY THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTORS BUILDING PRACTICES. CERTIAN DIMENSIONS MAY VARY ACCORDING TO MATERIAL USED AND/OR THE CONTRACTOR'S BUILDING METHODS. FOUNDATION WALL DIMENSIONS FROM OUTSIDE OF CONC. EXTERIOR WALL DIMENSIONS FROM OUTSIDE OF SHEATING EXISTING SHOWN AS DASHED DETA I LS: EXST. BASEMENT WALL HGT. = 7'-4" EXST. MAIN FLOOR PLATE HGT. = 8'-11/8" EXST. MAIN FLOOR SYSTEM = 9-1/2" I -JOISTS EXST. ROOF PITCH = 6/12 NEW ROOF PITCH = 6/12 12 6 7 TOP OF EXST. PLATE _ rt) t)- � j -f POCKET BEAM I6 EXST. WALL I< EXST. IHOUSE K I I� TOP OF EXST. FOOTING — — – -- -- CROSS SECTION SCALE: 1/4" = P-0" TRUSS LAYOUT PER MNFR. ALUMN. SOTTIT .. - - —TOP OF BEAM 2PLY 9-1/2" 2.0E LVL EAVE BEAM (WRAPPED w/ LP@) REMOVE EXST. OVERHANG EXST. HOUSE 6x6 TRTD. POST *NOTES TO MASON* ENDS 4 REMOVE EXST. BRICK @ LEDGER BD. LOCATION C ATTACH & FLASH NEW LEDGER BD. ��� i ncis 2 inches INSTALL STEEL LINTEL 1-% imhes` 2PLY 9-1/2" 2.0E LVL ADD BRICK ABOVE LEDGER (ON LINTEL) BRICK 2PLY 9-1/2" 2.0E LVL (EXISTING STEEL LINTEL PER MASON N TOP OF EXST. SUBFLOOR- - � OO TOP OF EXST. FOUNDATION = ,--i ---- (WRAPPED w/ LP@) I< EXST. IHOUSE K I I� TOP OF EXST. FOOTING — — – -- -- CROSS SECTION SCALE: 1/4" = P-0" TRUSS LAYOUT PER MNFR. ALUMN. SOTTIT .. - - —TOP OF BEAM 2PLY 9-1/2" 2.0E LVL EAVE BEAM (WRAPPED w/ LP@) REMOVE EXST. OVERHANG TABLE 8507.9-1. PLACEMENT OF LAG SCREM AND BOLTS h DEtk LEDGERS AND BAND dOISTS 12 12 6 6 MATCH EXST. HEEL HGT. TRUSS DESIGN PER MNFR. (VERIFY IN FIELD) TOP OF BEAM JF 6x6 TRTD. POST BOT70M EDGE '14 inch ENDS ROW SPAC016 (WRAPPED w/ LP@) 00 'F inch►:a? 13, nJ 106L` ��� i ncis 2 inches I [Fk him` 1-% imhes` 2PLY 9-1/2" 2.0E LVL M 2PLY 9-1/2" 2.0E LVL ALUMN. RAILING N EAVE BEAM (WRAPPED w/ LP@) EAVE BEAM (WRAPPED w/ LP@) � OO 6x6 TRTD. POST _ ,--i J (WRAPPED w/ LP@) 00 O COMPOSITE DECKING I ALUMN. RAILING N J W GUARDRAIL: o0 LL NOT LESS THAN 36" IN HEIGHT WITH PATTERN / SPACING SUCH O? THAT A SPHERE 4" IN DIA. - - TOP OF DECKING , 2x8 TRTD. JOISTS CANNOT PASS THROUGH @16" o.c. o DECKING — _ _ _ TOP OF FOOTING , 2-2x12 TRTD. FLUSH BEAM , 2x12 TRTD. STRINGERS @12" o.c. i i CONCRETE PIER # # # # O ' V-4" - TOP OF FOOTING, --- _ - - BOTTOM OF FOOTING , TABLE 8507.9-1. PLACEMENT OF LAG SCREM AND BOLTS h DEtk LEDGERS AND BAND dOISTS 12 12 6 6 MATCH EXST. HEEL HGT. TRUSS DESIGN PER MNFR. (VERIFY IN FIELD) TOP OF BEAM itK0UY EKID AND EDGE DISTANCES AND SPAC'N6 BETWEEN ROWS JF TQP EDGE BOT70M EDGE '14 inch ENDS ROW SPAC016 1 iLdger" W 'F inch►:a? 13, nJ 106L` ��� i ncis 2 inches I [Fk him` 1-% imhes` 2PLY 9-1/2" 2.0E LVL ALUMN. RAILING 2PLY 9-1/2" 2.0E LVL N OOOCCC EAVE BEAM (WRAPPED w/ LP@) EAVE BEAM (WRAPPED w/ LP@) � Ur 6x6 TRTD. POST _ ,--i J (WRAPPED w/ LP@) 00 O Q I ALUMN. RAILING N J W GUARDRAIL: o0 LL NOT LESS THAN 36" IN HEIGHT WITH PATTERN / SPACING SUCH O? THAT A SPHERE 4" IN DIA. COMPOSITE FO CANNOT PASS THROUGH o DECKING o - - TOP OF DECKING, 2x12 TRTD. RIM BD. # # # # x12 TRTD. RIM BD.- - TOP OF FOOTING, --- 2x8 TRTD. JOISTS @16" o.c. o CONCRETE PIERS ,' = ,' -- - BOTTOM OF FOOTING, CROSS SECTION itK0UY EKID AND EDGE DISTANCES AND SPAC'N6 BETWEEN ROWS 2X6 SUB -FASCIA TQP EDGE BOT70M EDGE '14 inch ENDS ROW SPAC016 1 iLdger" ? ttii 1k'si1 'F inch►:a? 13, nJ 106L` ��� i ncis 2 inches I [Fk him` 1-% imhes` I -W 31: I in ak. 1, 1,@ MCMWN 43C hOtU pdmll he M3ggglVj frim Ilse MV do the Ixrttimi :ALMS 1W IlmftWWul raw c9 the ikck k4ger ip xomU= 1hzll 111W R W7.4,i.?1[11. h. Miainutm 5 inrlae'a. C- I- rwengineml rim jaims_ dk' ffmarALIM'v's tecumnttrtdaum Sia]( euvm. A lhC tgilslntum 111smu! fitd5 hihi)m rum of lag mY WK cw biALK lu dir WP mitr 01 IhL' k*cr Sho SIC in rL7LYI ner With I nipw kiw.g. 2• MK LEDGER 14 SJ: 1 tint _ 11.4 ittm_ JOIST TO BEAM/ LEDGER CONNECTION (SIMPSON LUS) LAG Rr'-VV OR k1OL7 STAGGER FASTENERS IN 2 RLWrzi. S.5' MIN. rOR 2 X 8* 'DISTANCE SHALL BE PEFMAITTEID TO 6 MIN, FOR 2 X 10 BE REDUCED TO 4.6'[F LAC SCREWS 7.5' MIFF. FOR 2 ?i 12 ,ARE USED OR BOLT SPAC04G IS DEDUCED TO THAT OF LAG SCREWS TO ArFACH 2 X 8 LEDGERS TO 2 X 8 BAND "STS_ W4' MIN_ FIGURE R507.9.1.3(9 ) PLACEY EN T OF LAG SCREIHS AND BOLTS IN LFI)a RS 8" HDG lag screw 'iIIII' with HDC washer or 0WH Timber -Hex HDG screw (shown) nto tap plate, studs, C or header }#9x11/2"SD screws (shown) or (8) 0.148" x 11/2" nails DTT1Z 8" min. thread penetration TENSION TIE (SIMPSON DTT1Z) EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2x BAND JOIST OR ENGINEERED RIM BOARD J 2" MIN. 1-5/a" MIN_ S' MAX_ ?'ti 2" MIN. FLOOR FRAMING o d o ' .o 0p0 C -.,o C� Q EXISTING . - o C- O FOUNDATION WALL. For SL 1 inch 25.4 Boli, 15# FELT PAPER ICE & WATER SHEILD- 15/32" OSB SHEATHING W/ "H" CLIPS ALUMN. SOFFIT W/ VENTS AS REQ'D DRIP EDGE ALUMN. FASCIA "' 0 2X6 SUB -FASCIA 6x6 TRTD. POST z (WRAPPED w/ LP@) C:) ri 1-4 > ALUMN. RAILING DECK LAG SCREW JOIST HANGER FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS CONC. PIER TO BEAM CONNECTION (SIMPSON PBS) 2x12 TRTD. RIM BD. -ASPHALT SHINGLES ENGINEERED TRUSSES @24" o.c. ALUMN. SOFFIT 2PLY 9-1/2" 2.0E LVL EAVE BEAM (WRAPPED w/ LP@) COMPOSITE DECKING 2x8 TRTD. JOISTS @12" o.c. CONCRETE PIER WALL SECTION MINIMUMr SINGLE PLIC BEAM NOT TO SCALE MINIMUM � ULTIP'LE-PLY BEAM SL (2)112 -DIAMETER - THROU'GH-BOLTS OR APPROVED EQUIVALENT CONNECTOR POST -NOTCH FOR FULL -BEAM BEARING BEAM SPLICE ItE. H11Z Installation TRUSS TO BEAM CONNECTION (SIMPSON H11Z) ARCTEK DESIGN LLC 4376 MIDWAY ROAD HERMANTOWN MINNESOTA 55811 PHONE: (715) 494-9668 ARCTEKDESIGN @OUTLOOK.COM APPROVED: CHECKED BY: r9/1DRjAWN ALE:As Noted BY: MSS 1/2023 Arctek Design LLC owns all rights, including, but not limited to, copyrights of the blueprints or floor plans created under this agreement. Arctek Design licenses the blueprint or floor plan to the customer for purposes of constructing the structure depicted in the blueprint or floor plan. Although every effort has been made in preparing these plans for accuracy, the customer must verify accuracy & be responsible for the same.The customer shall not duplicate, distribute to the public, or display this blueprint or floor plan. This floor plan or blueprint is not a work made for hire as defined under 17 U.S.C. section § 101. 130 KAMPA CIRCLE MONTICELLO MINNESOTA 55362 PAGE: Ot KAMPA CIR ti 4 C O O O d- M (OVER EX i i i i i --7 SITE PLAN SCALE: 1" = 10'-0" ARCTEK DESIGN LLC 4376 MIDWAY ROAD HERMANTOWN MINNESOTA 55811 PHONE: (715) 494-9668 ARCTEKDESIGN @OUTLOOK.COM APPROVED: CHECKED BY: SCALE: 1" = 10'-0" DRAWN BY: MSS 9/11/2023 Arctek Design LLC owns all rights, including, but not limited to, copyrights of the blueprints or floor plans created under this agreement. Arctek Design licenses the blueprint or floor plan to the customer for purposes of constructing the structure depicted in the blueprint or floor plan. Although every effort has been made in preparing these plans for accuracy, the customer must verify accuracy & be responsible for the same.The customer shall not duplicate, distribute to the public, or display this blueprint or floor plan. This floor plan or blueprint is not a work made for hire as defined under 17 U.S.C. section § 101. 71T \ w 130 KAMPA CIRCLE MONTICELLO MINNESOTA 55362 PAGE: S1 City Council Agenda: 11/13/2023 2H. Consideration to approve the Final Stage PUD for Lot 1, Block 1, Great River Second Addition and First Amendment to Development Contract for the Great River Second Addition and to adopt Ordinance No. rezoning Lot 1, Block 1, Great River 2nd Addition to the Great River Addition Planned Unit Development. Applicant: Briees Companies Prepared by: Meeting Date: ® Consent Agenda Item Grittman Consulting, LLC and 11/13/2023 ❑ Regular Agenda Item Community Development Director Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Staff recommends approval of the Final Stage PUD and Development Contract and Planned Unit Development, and Planning Commission recommends approval of a Zoning Ordinance Amendment and Rezoning for Great River PUD District. Motion to adopt Ordinance No. 816, an amendment to the Zoning Ordinance creating the Great River Planned Unit Development District, rezoning the Lot 1, Block 1 Great River Second Addition to said district, and further approving the Final Stage Planned Unit Development for the Great River PUD District and First Amendment to Development Contract and Planned Unit Development, based on findings in Resolution No. 2023-95, and subject to ongoing compliance with the terms and conditions as specified in Exhibit Z to this report. PRIOR COUNCIL ACTION September 25, 2023: Approval of the Final Plat for Great River 2nd Addition October 23, 2023: Approval of the Development Stage Planned Unit Development for Great River PUD REFERENCE AND BACKGROUND Property: Legal Description: Lot 1, Block 1, Great River 2nd Addition PID #: 155-226-000020 Planning Case Number: 2023-022 Request(s): Final Stage Planned Unit Development Zoning Ordinance Amendment and Rezoning Amendment to Development Contract and Planned Unit Development City Council Agenda: 11/13/2023 Deadline for Decision: October 21, 2023 (60 -day deadline) December 20, 2023 (extended to 120 -day deadline) Land Use Designation: Commercial and Residential Flex Zoning Designation: B-3 Highway Commercial Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Surrounding Land Uses: North: Mixed Residential East: Vacant Agriculture South: 1-94 West: Mixed Commercial and Residential Project Description: The applicant seeks approval of the Final Stage PUD for the Great River Planned Unit Development District, along with the zoning ordinance and map amendments establishing the zoning for the subject property. The project is comprised of two -phased multiple family residential project, including a series of detached garages for residents with larger recreational or commercial vehicles. ANALYSIS The project was approved as a Development Stage PUD by the City Council in October 2023. The site's previous final plat created the subject property of approximately six acres prior to consideration of the PUD approvals. The Planning Commission recommended approval of the Development Stage PUD and Zoning Amendments at their prior public hearing. The Zoning Amendments are considered by the City Council at the time of Final Stage PUD review. Final Stage PUD is an administrative function of the City Council, ensuring that the applicant has complied with all the requirements and conditions applied as a part of the Development Stage approval. The applicant updated plans to address the conditions of approval from Development Stage. The Development Stage PUD conditions of approval are listed below, with a comment on compliance following each condition. 10-23-23 City Council Conditions of Approval: 1. The Development Stage PUD is conditioned on adoption of the Zoning District amendment and Rezoning to Great River PUD District. City Council Agenda: 11/13/2023 STAFF COMMENT: Ongoing condition and subject of current consideration 2. Approval of the residential PUD and associated zoning amendments are subject to approval and execution of final development agreement or amended development agreement. STAFF COMMENT: Ongoing condition. 3. Sidewalk and pathway facilities as recommended by the City Engineer's office require right of way improvements and a requirement of the PUD and prior approved plat. Six-foot width sidewalks are required along the 7th Street and Elm Street frontages of the development parcel. STAFF COMMENT: Sidewalks are shown on the civil plans along both streets as a part of Phase I construction. 4. The PUD is subject to Park Dedication requirements as recommended by the PARC and approved by the City Council. STAFF COMMENT: Ongoing condition of the Development Contract. With the rezoning, the development is subject to park dedication as identified in the plat contract. 5. Removal of the 3 parking spaces adjoining the garage entry demonstrate adequate planting room adjacent to the south 14 parallel parking stalls. STAFF COMMENT: Striping of the three parking spaces in front has been eliminated, but the space has been retained to accommodate turning movements. The spaces along the south boundary have been retained, with the landscape plan showing supplemental plantings of Spruce trees to screen the site from 1-94. However, a short gap remains of about 60 feet remains, due presumably to the narrow planting width. This area should be modified to provide adequate planting width and add at least three additional trees to eliminate the gap. It may require modification to the curb line and loss of one or two parking spaces. 6. Final building plans to include the raised parapet sections along all facades as shown in the building elevation drawings and roofline cap extensions to add dimension to the building exterior. STAFF COMMENT: The plans have been modified to meet this condition. 7. Exterior resident site amenities including the pool, pet run and playground area are be developed with the initial construction. STAFF COMMENT: The phasing plan shows these amenities with Phase I. City Council Agenda: 11/13/2023 8. The landscape plans are revised to show additional plantings along the east boundary to comply with the buffer requirements as noted in this report. STAFF COMMENT. Total shown is 12 understory, 20 overstory tree plantings. The buffer required is a "B" buffer along a 500 -foot property boundary, requiring a total of 90 ACI (DBH) along the property, plus 75 shrubs. This parcel is required to install one-half of that total, or 45 ACI and 38 shrubs. The plan shows a total of 18 ACI understory, and 40 ACI overstory — 58 ACI (exceeding the 45 ACI required). The plan also shows 31 shrubs/perennials in the buffer. The plan should be supplemented to add 7 shrubs to meet the minimum standard. 9. The landscape and grading plans are revised to maximize the green space along the south boundary with 1-94, the berms added to the plan are retained, and evergreen tree plantings consistent with this report are added to the south boundary to create a visual buffer between the site and the freeway. STAFF COMMENT. See condition 5. Compliant. 10. Additional landscaping is provided to enhance the amenity areas, as well as to screen the activity areas from the private living spaces of the adjoining units. STAFFCOMMENT. Evergreen shrub plantings now adjoin the pool area and the pet area, although the play area has not been changed. 11. All landscape areas, including the berm and buffer plantings noted in this report, are irrigated to help ensure survival. STAFF COMMENT. No notations are made on the landscape plan. This will be an ongoing condition for review at time of construction. 12. The applicant continues to work with the City on final parking management and other details and incorporates additional comments into the Final PUD plans as required. STAFF COMMENT: Parking management is an ongoing condition — plans were provided as a part of the Development Stage. 13. Comments and recommendations of the City Engineer in the letter dated August 25, 2023 and September 28, 2023. STAFF COMMENT. The City Engineer's office has reviewed the updated civils and comments are per the most current letter, dated November 9, 2023. 15. Comments of the Department of Building Safety & Code Enforcement as provided in their comments of September 27, 2023. City Council Agenda: 11/13/2023 STAFF COMMENT. Ongoing condition. See Building Safety & Code Enforcement comment letter. 16. Comments and recommendations of other staff and the Planning Commission following the public hearing. STAFF COMMENT. Ongoing condition. 17. Execution of an amended PUD agreement governing the proposed and remaining development in accordance with the standard requirements and the additional recommendations noted in this report. STAFF COMMENT. Ongoing condition. Amended Development Contract and Planned Unit Development included for review and approval. In summary, the applicant's revised plans address the Development Stage PUD conditions, subject to those conditions which are on-going. AMENDMENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT A development contract was approved with the Great River Second Addition plat. The contract outlined the terms and conditions of the plat approval and improvements. The contract included provisions relating to the pending applications for planned unit development, requiring that an amendment to the contract be executed if the PUD is approved for Lot 1, Block 1. An amendment to the contract was prepared. The original development contract specifies the public improvements be completed with the plat. These requirements carry forward per the original contract, including sidewalk construction along 7t" Street and Elm lot frontages and submission of the required plat fees and securities. The first amendment addresses the approval of the PUD, requiring compliance with the contract, PUD district ordinance and plans, and the conditions of PUD approval. The amendment also allows the developer five years to construct the PUD project, including sidewalks, under the current City land use and zoning designations. Except for the changes to the sections as noted, the original Development Contract for the Great River Second Addition remains in force. I. Budget Impact: The applicant has provided a fee and escrow deposit which covers the expenses associated with the application review. II. Staff Workload Impact: Staff time for PUD plan review and report preparation is estimated at 12-15 hours. III. Comprehensive Plan Impact: The proposed residential use is consistent with the 2040 Plan land use guidance for the property as Commercial -Residential Flex and City Council Agenda: 11/13/2023 per the applicant's narrative, will offer market rate units with an affordable component. This is consistent with the 2040 Plan's goals for the creation of workforce housing as a segment of a full range of housing options, as well as the recent Housing Study update, which suggests affordable housing units are still needed in the community. STAFF RECOMMENDED ACTION Staff recommends approval of the proposed Final Stage PUD, Zoning Amendments, and amendment to Development Contract for the Great River Planned Unit Development as proposed by the applicants and as reflected in Exhibit Z. As noted above, only minor inconsistencies with the Council's Development Stage conditions remain. Several conditions will require follow-up through the permitting process and beyond. SUPPORTING DATA A. Resolution 2023-95 B. Ordinance No. 816, Great River Addition PUD C. Resolution PC -2023-27, Rezoning to Great River PUD District D. Aerial Image E. Project Narrative and Narrative Supplement F. Revised Civil Plan Set, Including: a. Removals and Tree Preservation Plan b. Phasing Plan c. Site Plan d. Dimension Plan e. Grading Plan f. Utility Plan g. Stormwater Management Plan h. SWPPP Narrative i. Erosion Control Plan j. Fire Truck Turn Radius Exhibit G. Comment Response Letter, dated October 4, 2023 H. Final Plat I. Landscape Plan, Revised J. Architectural Renderings, Elevations & Floor Plans K. Site Lighting Information L. City Engineer's Letter, dated August 25, 2023, September 28, 2023 and November 9, 2023 City Council Agenda: 11/13/2023 M. Department of Building Safety & Code Enforcement Comments N. MnDOT Comment Email, dated August 16, 2023 O. Amendment to Development Contract and Planned Unit Development Z. Conditions of Approval Great River PUD District Lot 1, Block 1, Great River Second Addition Conditions of Approval 1. The Final Stage PUD is conditioned on adoption of the Zoning District amendment and Rezoning to Great River PUD District. 2. Approval of the residential PUD and associated zoning amendments are subject to approval and execution of final development agreement. 3. The project is developed in accordance with the finally approved plans, including the civil plans, landscape plans, architectural plans, phasing plans and other plans as submitted and approved on November 13, 2023, pursuant to any conditions requiring amendments or change as applicable. 4. The PUD is subject to Park Dedication requirements as recommended by the PARC and approved by the City Council per the Great River Second Addition Development Contract. 5. The landscape plans are revised to show additional plantings along the east boundary to comply with the buffer requirement, including at least 7 additional shrubs. 6. The landscape plans are modified to provide adequate planting width and add at least 3 trees to eliminate the gap in tree planting along the south boundary with 1-94. 7. Additional landscaping is provided to enhance the amenity areas, as well as to screen the activity areas from the private living spaces of the adjoining units, particularly the playground area. 8. All landscape areas, including the berm and buffer plantings noted in this report, are irrigated to help ensure survival. 9. The applicant continues to work with the City on final parking management and other details and incorporates additional comments into the Final PUD plans as required. City Council Agenda: 11/13/2023 10. Comments and recommendations of the City Engineer in the letter dated August 25, 2023, September 28, 2023 and November 9, 2023. 11. Comments of the Department of Building Safety & Code Enforcement as provided in their comments of September 27, 2023. 12. Execution of an amended PUD agreement governing the proposed and remaining development in accordance with the standard requirements and the additional recommendations noted in this report. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2023-95 A RESOLUTION APPROVING FINAL STAGE PLANNED UNIT DEVELOPMENT, ZONING ORDINANCE AND MAP AMENDMENTS, AND DEVELOPMENT AGREEMENT FOR THE GREAT RIVER PLANNED UNIT DEVELOPMENT LOT 1, BLOCK 1, GREAT RIVER SECOND ADDITION WHEREAS, the applicant has platted the subject property as Great River Second Addition, creating a development parcel and one outlot; and WHEREAS, the applicant has submitted a request for a Final Planned Unit Development for Lot 1, Block 1, Great River Second Addition, Zoning Ordinance Amendment creating the Great River PUD Zoning District, Rezoning of Lot 1, Block 1, Great River Second Addition to the Great River PUD District, and Development Agreement governing the development and use of the subject property; and WHEREAS, the site is guided for Commercial - Residential Flex land uses in the Monticello 2040 Vision + Plan Comprehensive Plan; and WHEREAS, the proposed use and development of the proposed multi -family residential project would be consistent with Comprehensive Plan designation; and WHEREAS, the applicant proposes a mix of market -rate and affordable housing, consistent with the City's housing policies and plans; and WHEREAS, the proposed project includes a variety of amenities, including recreational amenities, covered garage space, open spaces that support the use of planned unit development flexibility for project consideration; and WHEREAS, the uses will not create any unanticipated changes to the demand for public services on or around the site; and WHEREAS, the Planning Commission has held a public hearing for consideration of the PUD and associated zoning amendments on September 5, 2023 and the applicant and members of the public were provided the opportunity to present information to the City Council; and WHEREAS, the City Council has previously approved the Development Stage PUD with conditions related to final consideration; and WHEREAS, the City Council has considered all of the comments of the Planning Commission, the public, and the staff report, which are incorporated by reference into the resolution; and CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2023-95 WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the Final Plat approval: 1. The proposed uses are consistent with the existing and future land uses in the area in which they are located. 2. The proposed PUD incorporates standards of the PUD applicable to the zoning district which properly addresses the impacts and requirements of the applicable residential development. 3. The impacts of the improvements on public services are those anticipated by residential land uses and are addressed through standard review and ordinances as adopted. 4. The impacts of the land uses as proposed are consistent with those expected by the Comprehensive Plan on adjoining property in the area. No other changes or impacts resulting from the proposed platting or development are anticipated. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Final Stage PUD for the Great River Planned Unit Development District, adopts the Zoning Ordinance amendments for the Great River Planned Unit Development on Lot 1, Block 1, Great River Second Addition subject to the conditions listed in Exhibit Z of the staff report as follows: The Final Stage PUD is conditioned on adoption of the Zoning District amendment and Rezoning to Great River PUD District. Approval of the residential PUD and associated zoning amendments are subject to approval and execution of final development agreement. 3. The project is developed in accordance with the finally approved plans, including the civil plans, landscape plans, architectural plans, phasing plans and other plans as submitted and approved on November 13, 2023, pursuant to any conditions requiring amendments or change as applicable. 4. The PUD is subject to Park Dedication requirements as recommended by the PARC and approved by the City Council per the Great River Second Addition Development Contract. The landscape plans are revised to show additional plantings along the east boundary to comply with the buffer requirement, including at least 7 additional shrubs. 6. The landscape plans are modified to provide adequate planting width and add at least 3 trees to eliminate the gap in tree planting along the south boundary with 1-94. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA CITY COUNCIL RESOLUTION NO. 2023-95 7. Additional landscaping is provided to enhance the amenity areas, as well as to screen the activity areas from the private living spaces of the adjoining units, particularly the playground area. 8. All landscape areas, including the berm and buffer plantings noted in this report, are irrigated to help ensure survival. 9. The applicant continues to work with the City on final parking management and other details and incorporates additional comments into the Final PUD plans as required. 10. Comments and recommendations of the City Engineer in the letter dated August 25, 2023, September 28, 2023 and November 9, 2023. 11. Comments of the Department of Building Safety & Code Enforcement as provided in their comments of September 27, 2023. 12. Execution of an amended PUD agreement governing the proposed and remaining development in accordance with the standard requirements and the additional recommendations noted in this report. BE IT FURTHER RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA, that the document titled "First Amendment to Development Contract and Planned Unit Development for Great River Second Addition" with assignment of the specific terms and conditions for public improvements and the specific terms and conditions for plat and PUD development, is hereby approved. ADOPTED this 13th day of November, 2023, by the City Council of the City of Monticello, Minnesota. ler111111*116 Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL Z 3 Lloyd Hilgart, Mayor ORDINANCE NO. 816 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING CHAPTER 153 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE GREAT RIVER PUD AS A ZONING DISTRICT IN THE CITY OF MONTICELLO, AND REZONING THE FOLLOWING PROPERTY FROM B-3, HIGHWAY BUSINESS DISTRICT TO PUD, GREAT RIVER PLANNED UNIT DEVELOPMENT DISTRICT: LOT 1, BLOCK 1, GREAT RIVER SECOND ADDITION THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section §153.047 — Planned Unit Developments, is hereby amended by adding the following: (_xx_) Great River PUD District (a) Purpose. The purpose of the Great River PUD District is to provide for the development of certain real estate subject to the District for multi -family residential land uses. (b) Permitted Uses. Permitted principal uses in the Great River PUD District shall be multiple family residential uses on the subject property, subject to the approved Final Stage Development Plans dated November 11, 2023, and development agreement dated , 2023, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of §153.028 (0) - Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to the various residential uses, as specifically identified by the approved final stage PUD plans. For the Great River PUD, storage and keeping of commercial vehicles, equipment, and related materials of residents of the district shall be an allowed accessory use within detached garage spaces as approved on the Final Stage PUD plans. No such storage or equipment shall be permitted within the principal residential structure. (d) District Performance Standards. Performance standards for the development of any lot in the Great River PUD District shall adhere to the approved final stage PUD plans and development agreement. (e) In such case where any proposed improvement is not addressed by ORDINANCE NO. 816 the final stage PUD, then the regulations of the R-4 Residential District shall apply. (f) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the §153.028(0)(10). The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from B-3, Highway Business District to PUD, Great River Planned Unit Development District: Lot 1, Block 1, Great River Second Addition Section 3. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BYthe Monticello City Council this 13th day of November, 2023 ATTEST: Jennifer Schreiber, City Clerk AYES: NAYS: Lloyd Hilgart, Mayor 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-27 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE ESTABLISHING THE GREAT RIVER PLANNED UNIT DEVELOPMENT DISTRICT, AND REZONING THE FOLLOWING PROPERTY FROM B-3, HIGHWAY BUSINESS DISTRICT TO PUD, GREAT RIVER PLANNED UNIT DEVELOPMENT DISTRICT: LEGAL DESCRIPTION: LOT 1, BLOCK 1, GREAT RIVER 2"D ADDITION WHEREAS, the applicant proposes a multi -family residential project on the above captioned parcel in a PUD District, known as the Great River PUD District; and WHEREAS, the applicant has submitted a request to plat the property to accommodate said use; and WHEREAS, the applicant proposes to develop the property for residential multi -family uses, consistent with the economic development goals of the city for the described property; and WHEREAS, the site is guided for mixed uses as Commercial -Residential Flex in the City's Comprehensive Plan; and WHEREAS, the site is concurrently being considered for rezoning to PUD, Planned Unit Development District which would control the uses and site development requirements on the property; and WHEREAS, the companion plat and Development Stage PUD are consistent with the long- term use and development of the property for mixed uses; and WHEREAS, the Planning Commission held a public hearing on September 5, 2023 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting proposed buildings to uses and architecture which are consistent with the goals and objectives of the Monticello Comprehensive Plan. CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-27 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location, guided and zoned for mixed use, including the proposed multi -family development. 3. The improvements will have expected impacts on public services, including sanitary sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The improvements on the site facilitate appropriate development of the subject property, and are consistent with the objectives of the City's Comprehensive Plan through its EDA and other agencies. 5. The PUD flexibility for the project, including managed public street access, structured parking, modified setbacks, affordable residential development, and provision of options for storage of work vehicles are consistent with the intent of the City's economic development objectives, including its most recent Housing Study, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Zoning Amendment and the rezoning of the subject property to PUD, Great River PUD District, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The Development Stage PUD is conditioned on adoption of the Zoning District amendment and Rezoning to Great River PUD District. 2. Approval of the residential PUD and associated zoning amendments are subject to approval and execution of final development agreement, or amended development agreement. 3. Sidewalk and pathway facilities as recommended by the City Engineer's office are required right of way improvements and a requirement of the PUD and prior approved plat. Six-foot width sidewalks are required along the 7t" Street and Elm Street frontages of the development parcel. 4. The PUD is subject to Park Dedication requirements as recommended by the PARC and approved by the City Council. 5. Removal of the 3 parking spaces adjoining the garage entry and demonstrate adequate planting room adjacent to the south 14 parallel parking stalls. 6. Final building plans to include the raised parapet sections along all facades as shown in the building elevation drawings and roofline cap extensions to add dimension to the building exterior. 7. Exterior resident site amenities including the pool, pet run and playground area are be developed with the initial construction. 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2023-27 8. The landscape plans are revised to show additional plantings along the east boundary to comply with the buffer requirements as noted in this report. 9. The landscape and grading plans are revised to maximize the green space along the south boundary with 1-94, the berms added to the plan are retained, and evergreen tree plantings consistent with this report are added to the south boundary to create a visual buffer between the site and the freeway. 10. Additional landscaping is provided to enhance the amenity areas, as well as to screen the activity areas from the private living spaces of the adjoining units. 11. All landscape areas, including the berm and buffer plantings noted in this report, are irrigated to help ensure survival. 12. The applicant continues to work with the City on final parking management and other details and incorporates additional comments into the Final PUD plans as required. 13. Comments and recommendations of the City Engineer in the letter dated August 25, 2023 and September 28, 2023. 14. Comments of the Department of Building Safety & Code Enforcement as provided in their comments of September 27, 2023. 15. Comments and recommendations of other staff and the Planning Commission following the public hearing. 16. Execution of an amended PUD agreement governing the proposed and remaining development in accordance with the standard requirements and the additional recommendations noted in this report. ADOPTED this 3rd day of October, 2023, by the Planning Commission of the City of Monticello, Minnesota. NTICELLOPLANNING COMMISSION \(� / 'P1 I, Paul"41kensor, Chair ATTEST: Angela Schunyadq(, Cojnmunity Development Director 3 F�n Monticello Residential Suites Development 1 Narrative 9-19-23 It is our goal is to provide a new 150 units, four story apartment project in two phases. Level 0 has 7 units, Level 1 has 33 units, level 2 has 40 units, level 3 has 40 units, level 4 has 30 units. The Exterior fagade would include a combination of Horizontal & Vertical 5" EDCO Steel siding, Cultered Stone, Powder Coated Aluminum balconies throughout. All Trims including Garage doors, soffit, facia, to include Aluminum Wrap Accents. 162 + covered parking stalls in various options. Tuck Under/Detached & Underground with EV charging Stations. 46 of the 148 Detached Garages with a mix of cold and heated space. Including a garage door mix of IOx8HIOx12/1Ox14/12x12 /12x14/16x10 Garages will be a mix of 20/24/48 ft in depth. All Garages will have openers & keyless entry & power. Proposed objectives are to Design, Construct and Manage 20% of Income Restricted and 80% of Market Rate Apartments in Monticello. To add an element of Superior and forward -thinking design based on the recent housing study zoom meeting & economic changes. In the Real estate space buyers today have half of the purchasing power than they did a year ago. Renters & Non - Renters in all levels of the lifecycle space want and need larger cold/heated garage space at their home. Space/Convenience/Affordability and time management in today's hectic demands are some of the reasons for the need of this project in Monticello. Proximity to highway 94, and local businesses who can service and maintain unsecured personal property such as boats/Snowmobiles/campers/recreational trucks & cars for this cliental is why this location is a viable option. It is also viable for many of our residents that work in the construction industry that need larger space to park their company vehicle & or trailer in covered indoor space. This location is also in alignment to help revitalize the downtown business. This location is within walking & Biking distances of downtown. Density in this region of Monticello will be the key to the local business success. These unique garage amenities within this housing community that can become available in 2025 is one of the reasons residents in Minnesota would choose Monticello. Retaining and providing current residents larger garage space needs and wants that are not being met will help accomplish Monticello's housing plan and will continue to see more pressure on the need/want for larger garages onsite where they live ... There is no rental housing options currently available in Monticello that offers this amenity. If we proceed now these options for the community will be available in 2025. Thank you for giving us this opportunity to work with and be a part of The City of Monticello Housing Efforts. Monticello Residential Suites Amenities 1. Community Room with kitchen, tables, furniture & Wi-Fi 2. Crafts & Exercise room 3. Elevator 4. 9 -foot ceilings on 1St floor 5. Stainless Steel Appliances 6. Designer Lighting 7. Controlled Entry 8. Surveillance throughout entire community 9. Onsite Management Office 10. Outside Patio 11. Outdoor Screen Porch with a patio 12. Indoor Parking. Attached & Detached 13. Business Flex Office 14. Yoga/Relaxation room 15. Youth development room 16. Movie Theater 17. Package room 18. Pet Spa 19. High Speed Internet Patrick Briggs Monticello Residential Suites Development 1 Narrative 10-29-23 It is our goal is to provide a new 75 units, four story apartment project in two phases. The Exterior fagade would include a combination of Horizontal & Vertical 5" EDCO Steel siding Powder Coated Aluminum balconies throughout. All Trims including Garage doors, soffit, facia, to include Aluminum Wrap Accents. Covered parking stalls in various options per attached plans. Tuck Under/Detached & Underground with EV charging Stations. Playgrounds, pools, pet spas and pet grounds will be additional added features for our cliental. Detached Oversized Garages with a mix of cold and/or heated space. Including a garage door mix of 9x10/10x10/1Oxl2/12xl2 /12x14. Garages will be a mix of 24/48 ft in depth & 10/12/14/24/26 ft wide. All Garages will have openers & keyless entry & power. Proposed objectives are to Design, Construct and Manage 20% of Income Restricted (Affordable) and 80% of Market Rate Apartments in Monticello. To add an element of Superior and forward -thinking design based on the recent economic changes. In the Real estate space buyers today have half of the purchasing power than they did a year ago. Renters & Non -Renters in all levels of the lifecycle space want and need larger cold/heated garage space at their home. Space/Convenience/Affordability and time management in today's hectic demands are some of the reasons for the need of this project in Monticello. Proximity to highway 94, The businesses that are local can service and maintain personal property for a portion of this cliental is why this location is a viable option. Adding additional density within walking & biking distance of the downtown area is another vital reason for approval of this project. The downtown businesses will need pedestrian traffic as traffic circulation in vehicles will be limited in this region of the city... These unique garage amenities within this housing community that can become available in 2027 is one of the reasons residents in Minnesota would choose Monticello. Retaining and providing current residents larger garage space needs and wants that are not being met will help accomplish Monticello's housing plan and will continue to see more pressure on the need/want for Oversized garages at home where they live ... There is no rental housing options currently available in Monticello that offers this amenity. Thank you for giving us this opportunity to work with and be a part of The City of Monticello Housing Efforts. Stay Blessed ! Monticello Residential Suites Amenities 1. Community Room with kitchen, tables, furniture & Wi-Fi 2. Crafts & Exercise room 3. Elevator 4. 9 -foot ceilings on 11t floor 5. Stainless Steel Appliances 6. Designer Lighting 7. Controlled Entry 8. Surveillance throughout entire community 9. Onsite Management Office 10. Outside Patio 11. Outdoor Screen Porch with a rooftop patio 12. Indoor Parking. Attached & Detached 13. Oversized cold & heated Detached garages. 14. Business Flex Office 15. Yoga/Relaxation room 16. Youth development room 17. Movie Theater 18. Package room 19. Pet Spa 20. High Speed Internet Patrick Briggs Monticello Residential Suites Supplement 1 Narrative 10-3-23 Additional updated supplements attached per staff meeting recommendations on 9-25-23. • Grading plan showing berms in SW & SE corner of subject property • Revised Landscape Plan • Revised North Elevation showing parapets. Planning/Development/Construction timeline 2023 Entitlements 2023/2024 TIF Application/District formation/Building/State Permit Submittal 2024/2025 Secure Contracts/Site work 2025 Building construction 2026/2027 Certificate of Occupancy Patrick Briggs MONTICELLO RESIDENTIAL SUITES CIVIL & SURVEY PLANS PREPARED BY: Bogart, Pederson & Associates, Inc. CIVIL ENGINEERING LAND SURVEYING ENVIRONMENTAL SERVICES BRIGGS COMPANIES ELM STREET & 7TH STREET WEST CITY OF 1"`1140NTICELLO, WRIGHT COUNTY DEVELOPMENT STAGE APPLICATION 10/17/2023 PROJECT LOCATION Knapp Stockhdm kvdhIand Cokato ,r Rice -Lake z ao W in stet' Buffalo ass ?J Montrnse Waverly,�. 9 ra .. SS Greenfe,d Rockford aF;�Rc.O�ca ;Ec�r�;H Loreto Delano Independence •--, Bance- � �- - Maple P'airi .............................. 9 W aterto Nn WRIGHT COUNTY, MINN Long Grora ESOTA , MN .r W z - y� z - w u=. VICINITY MAP Sheet List Table Sheet Number Sheet Title CO Cover C1 Removals and Tree Preservation C2 Phasing Plan C3 Site Plan C4 Dimension Plan C5 Overall Grading Plan C6 Grading Plan IM Utility Plan Bc}LaF:e Stormwater Management Plan C9 Erosion Control Plan C10 SWPPP Narrative C11 Site Details C12 Site Details C13 Fairhaven C14 City Details C15 City Details C16 City Details C17 Fire Department Exhibit C18 Sight Line Exhibit t soUth Haven.............. ss Gtsego paytar. M,apieLakF -.-'-aIle SS - .• Knapp Stockhdm kvdhIand Cokato ,r Rice -Lake z ao W in stet' Buffalo ass ?J Montrnse Waverly,�. 9 ra .. SS Greenfe,d Rockford aF;�Rc.O�ca ;Ec�r�;H Loreto Delano Independence •--, Bance- � �- - Maple P'airi .............................. 9 W aterto Nn WRIGHT COUNTY, MINN Long Grora ESOTA , MN .r W z - y� z - w u=. VICINITY MAP Sheet List Table Sheet Number Sheet Title CO Cover C1 Removals and Tree Preservation C2 Phasing Plan C3 Site Plan C4 Dimension Plan C5 Overall Grading Plan C6 Grading Plan C7 Utility Plan C8 Stormwater Management Plan C9 Erosion Control Plan C10 SWPPP Narrative C11 Site Details C12 Site Details C13 City Details C14 City Details C15 City Details C16 City Details C17 Fire Department Exhibit C18 Sight Line Exhibit REV NO. DATE DESCRIPTION - 08/16/2023 DRAWINGS ISSUED TO CITY 1 09/19/2023 REVISED PER CITY REVIEW 2 09/26/2023 SOUTH BERM REVISIONS 3 10/06/2023 REVISED PER CITY REVIEW 4 10/17/2023 REVISED PER CITY REVIEW PRIVATE UTILITIES SHOWN ARE QUALITY LEVEL D. QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS -BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, CONSTRUCTION PLANS, ETC. 0 � �— s Z_41� 5 _ FES 36" CMP S Elev.- 932.55 S \Rim=942.27 31lnv=93.2 S — S Rim=942.66 \ `\ Rim=943. 17 \36" Inv.=932.86 Rim=943.62 W Inv.=934.20 \ E Inv.=934.20 lnv.=939.47 D673 8" PVC SDR 35 Sani. \ *( Rim= S \ Inv.=942.57� Rough location of trail / / y0�, \\ mss\ Sel �\ 9� \ 9�6'Inv.=935.52 AUL REMOVE ALL TREES WITHIN RIGHT OF \ 4 \ \ S / WAY FOR PROPOSED PATH. \ V /\``� 30" RCP ��/ — Rim=949.05 =937.73 \ \ \ S 9 6 S Rim=948.16 Inv. -933.79 Rim=950.44 Inv=934. E MAINTAIN & PROTECT HYDRANT & VALVES =945 g8 \ \ sc �Z / Sed n . ub W lug —\_ . Inv.=945.71 / 12 52 80' CURB CUT & 2' WIDE ASPHALT SAW -CUT & REMOVAL S 30" RCP / / \ DISCONNECT & REMOVE STREET / SBL LIGHT. LIGHTING PRESENT ON / FES l8" CMP / // / / ( Elev. 958.62 / / \ \ PROPOSED SITE) SBL SBL 960 CP AP 83' LONG, 2' WIDE ASPHALT SAW -CUT & REMOVAL ^moi TNH Dev.• 96/.34/ K / / _ 958 � ^ \\\\ -%( AP / 19 956' g \ \ MAINTAIN MNDOT FENCE \ 9s AP Set Sec Set / 956, 95S 958\ \ 952 0 N LEGEND: N REMOVE PAVEMENT SECTION (AS INDICATED). z O REMOVE EXISTING TREES (AS INDICATED) ~ OW O W W H � U o 0 40' o co U U U X REMOVE FEATURE (AS INDICATED) 0 w (n C� w SCALE: 1" = 40' Z W m 0 0 �: L LO co O SALVAGE (AS INDICATED) < W W W O 0� U) 0� 0� SAW -CUT EXISTING CONDITIONS LEGEND: Q M 0 M 0 M 0 M 0 M 0 N N N N N ® Denotes catch basin ❑E Denotes electrical cabinet 00 0 M 0 M 0 0 0 ® Denotes water service OZ ® Denotes fiber optic marker � N CO V Denotes sanitary manhole M g g 0 z 0 ►� Denotes watervalve Denotes signLO N U Denotes power pole J 0 o E-- Denotes guy wire 0 o N ❑T Denotes telephone pedestal ® Denotes fiber optic vault m Denotes hydrant Co Co 0 LU O Denotes beehive catchbasin z Y O B Denotes bollard U LU light ole Denotes P 9 0 0 0 U 0 LLL 110- Denotes flared end section Denotes culvert L) 00 LS 16321 Denotes David Thorp, LS h- _0 LS 13637 Denotes Paul Thorp, LS a) LO LS 44606 Denotes Kyle Klasen, LS � E � LS 15233 Denotes Dennis Taylor, LS a, 2 N �J_ JL, o z Denotes bituminous surface C U) ` L`t _j C-) 0 _0 0 J Denotes concrete surface a E E L O -0 Q Denotes gravel surface N +J ca 0 o T Q N t ��— Denotes wood fenceQ c U Denotes chainlink fence .E 0 0 — — Denotes overhead electric T p — — — — — — Denotes easement 0 a) L2 a) C Denotes major contour 0 0- C M Denotes minor contour Denotes sanitary sewer - Denotes storm sewer Denotes waterline Z N Denotes existing adjoiners O V — SBL — Denotes building setback line Z o Denotes building setback line w/ v W � Z °° (V Q � wN DEMOLITION GENERAL NOTES: W � W `e W� Q U W� 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALL ^ uO V > mX Lu w� UTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THE 0 Z _J W c-4 PROPOSED BUILDING, AS WELL AS TO ALL ON-SITE AMENITIES. THESE CONNECTIONS O Z W Q �N ~ � INCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS, Q U) wwz cn > Z W U) ETC. � � z z � 'CO, � O � 2. THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL O 0 � � CDF_ STANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS 06 mQ Z—% r,- J w oM (UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROM v W THE CITY. 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS AT PROPOSED CONNECTIONS TO EXISTING UTILITIES PRIOR TO ANY DEMOLITION. 4. CONTRACTOR SHALL COORDINATE WITH THE CITY OF MONTICELLO FOR ALL UTILITY DISCONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTIONS AND RELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICE LL J z CONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE z O AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALL — F__ OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITY Q CONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS. J J > 5. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BEW Q :3 LU PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE z U V) DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN Q LU WATER. z W t1A 6. CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOT 0 'i LLI NOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANY LV FEATURES TO REMAIN. V)O LU U o 0 0 0 z REFERENCE BENCHMARK: J rn }' Q First top nut hydrant SE'ly of the intersection of J V (/) Elm St. and 7th St. W. LU cc0 J Elevation = 948.18 feet (City Datum) U m G Q O. O PROJECT BENCHMARK: z Top nut hydrant in the NW'ly quadrant of Elm St. and 7th St. W. O U LTJ Elevation = 944.53 feet (City Datum) C SHEET NO. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 C1 s \ O�� = 943 33 \ \ \ S S S FES 36" CMP - S / / \ Elev 932.55 S R'm=945.34 \ N;Inv.=94/.5/ \ Rim=942.27 � , \Inv.=93312 6 Rim 4k 1 \ \ 17935.41 /\ � Rim=942.66 Rim=94317 \ \ Inv.=932.86 8" Soni. Rim. 36" .Z� NE lnv.=94, Inv. Stub (Veri. \ Rim=943.62 S / / W Inv.=934.20 / - E Inv.=934.20 8" WM � / - ti \ \S Inv.=939.47 D67B � 8" PVC SDR 35 Soni. _ \ \ CPQ / / \ \-�'' � SBL Inv.=942.57 Rim=946.34 FA / \ \ \s\� �\\ Inv.=935.52 AUL (/ / Rim=9432X� J` / S 30" RCP NInv.=939.72 \ Rim=948.16 / 6 S Inv. -93379 / Rim=945.1` \ \ lnv.=93324 \ / \ PROPOSED APARTMENT 8" P 26 \ Stu Inv. % Rim=y4�.ya a e+ (150 UNITS TOTAL) \ /\ Nyrv-939.78 d t / Sgt S In Stub-- 139.-75 /��DIP CL 52 • / T H 18 �" � w/ 8" plug 12" DIP CL 52 WM -� - 0 CONCRETE CURB AND GUTTER - B612 0 CONCRETE CURB AND GUTTER - D412 /­ Rough location of trail _ -107 PROPOSED SIGN Q PROPOSED LIGHT POLE - Rim=949.05 Inv. = 937.73 JO" RCP SITE PLAN NOTES: Rim=950.44 Inv.=934.71 l5 \ M sk 8" CAPO� \ SBL \ / E�ev 1958.62 / // / / a .0 Q F. SBL SBL \ a A \ ❑M \ / p o o T � � /`'� / / Cir 4 ol/ \ / PHASE 1 TNH Elev.• 96,. K / \ Sed \ \ \ Se< \ \ \ M 0 N a n /-9.v 1. PAINTED PAVEMENT MARKING DIMENSIONS AND AISLE WIDTHS ARE SHOWN TO FACE OF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB. 2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE REGULATIONS. 6. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. 7. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS & SPECIFICATIONS. 8. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131. 9. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. SITE PLAN INFORMATION: LOT'E' SITE AREA ±6.00 ACRES CONCEPT'E1' -APARTMENT DWELLING UNITS PROPOSED -(5) LEVEL 150 UNIT APARTMENT BUILDINGS -UNIT COUNT LAND AREA=150 / 6.0=25.0 UNITS PER ACRE • 99 INDOOR PARKING STALLS +(17) TUCK UNDER GARAGE STALLS=116 • DETACHED GARAGE STALLS=46 • TOTAL INDOOR PARKING STALLS=162 -INDOOR PARKING STALLS PER UNIT=162 /150=1.08 • OUTDOOR PARKING STALLS=171 -OUTDOOR PARKING STALLS PER UNIT=171 /150=1.14 -OUTDOOR PARKING STALLS PER BEDROOM=171 / 235=0.73 • TOTAL PARKING STALLS=333 -TOTAL PARKING STALLS PER UNIT=333 /150=2.22 -TOTAL PARKING STALLS PER BEDROOM=333 / 235=1.42 W N N N N Q N LEGEND: N rn N m N N co O ao F , m o u.i O O PHASE 1 PROPOSED ASPHALT PAVEMENT L O -GRASS 91,588 S.F. w Y W ------J � �_� mQ WW Z Cn w " �N Qcp C� Q W Lr) cl)::)Zz 2 J r w o};} L_ J� O� L J PHASE 2 PROPOSED PET / PLAY AREA 0 40' w D v W uj v _ _ _ _ _ _ UNITS FOR REFERENCE ONLY (VERIFY WITH ARCHITECTURAL) cn Of g 0� UNIT MIX PER BUILDING W W �W W W c ° G PROPOSED 4" CONCRETE SIDEWALK SCALE: 1" = 40' U LU � LU O (LEVEL 1) 33 UNITS 2) 40 45 BEDROOMS BEDROOMS _ Z W' W O W z (LEVEL 3) 40 UNITS a PROPOSED 6" CONCRETE PAVEMENT Q 4 (LEVEL 4) 30 UNITS 47 BEDROOMS w 0 CONCRETE CURB AND GUTTER - B612 0 CONCRETE CURB AND GUTTER - D412 /­ Rough location of trail _ -107 PROPOSED SIGN Q PROPOSED LIGHT POLE - Rim=949.05 Inv. = 937.73 JO" RCP SITE PLAN NOTES: Rim=950.44 Inv.=934.71 l5 \ M sk 8" CAPO� \ SBL \ / E�ev 1958.62 / // / / a .0 Q F. SBL SBL \ a A \ ❑M \ / p o o T � � /`'� / / Cir 4 ol/ \ / PHASE 1 TNH Elev.• 96,. K / \ Sed \ \ \ Se< \ \ \ M 0 N a n /-9.v 1. PAINTED PAVEMENT MARKING DIMENSIONS AND AISLE WIDTHS ARE SHOWN TO FACE OF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB. 2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE REGULATIONS. 6. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. 7. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS & SPECIFICATIONS. 8. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131. 9. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. SITE PLAN INFORMATION: LOT'E' SITE AREA ±6.00 ACRES CONCEPT'E1' -APARTMENT DWELLING UNITS PROPOSED -(5) LEVEL 150 UNIT APARTMENT BUILDINGS -UNIT COUNT LAND AREA=150 / 6.0=25.0 UNITS PER ACRE • 99 INDOOR PARKING STALLS +(17) TUCK UNDER GARAGE STALLS=116 • DETACHED GARAGE STALLS=46 • TOTAL INDOOR PARKING STALLS=162 -INDOOR PARKING STALLS PER UNIT=162 /150=1.08 • OUTDOOR PARKING STALLS=171 -OUTDOOR PARKING STALLS PER UNIT=171 /150=1.14 -OUTDOOR PARKING STALLS PER BEDROOM=171 / 235=0.73 • TOTAL PARKING STALLS=333 -TOTAL PARKING STALLS PER UNIT=333 /150=2.22 -TOTAL PARKING STALLS PER BEDROOM=333 / 235=1.42 W N N N N Q N N rn N m N N co O ao m m o u.i O O O c - of O � HNH co N U Q o Nm O � O Cn N L V O L 0 i E c ° ��L) J V a C > a� 0 - L C O c6 E E c): L c� 2 v O 0 z U 0 J m CL O U) U ° I U)� SU)° m N M rn m m CL c6 ^0 rm^ m D u.i N W H WY- -GRASS 91,588 S.F. Z Y W� LD � �_� mQ WW Z "Z J Z �'Q w " �N Qcp C� Q W Lr) cl)::)Zz 2 J 0 w U L_ L V O L 0 i E c ° ��L) J V a C > a� 0 - L C O c6 E E c): L c� 2 v O 0 z U 0 J m CL O U) U ° U)� SU)° m N M rn m CD O CL c6 ^0 rm^ /) Z °° ao N zN O U N M rn Cl)z CD O M LLO� W -BUILDING 52,563 S.F Z °° ao N Q W N W H WY- -GRASS 91,588 S.F. a Q U W� � �_� mQ WW O "Z J Z �'Q w " �N Qcp wwZ U)� Lr) cl)::)Zz ��-D U)N LE w u (.0M OM J� O� Z>> LULU OJ m w W C IMPERVIOUS CALCULATIONS -PAVEMENT 117,008 S.F. -BUILDING 52,563 S.F -GRASS 91,588 S.F. -TOTAL 261,159 S.F. w z % IMPERVIOUS 64.9% C UNITS FOR REFERENCE ONLY (VERIFY WITH ARCHITECTURAL) UNIT MIX PER BUILDING J Ln C: (LEVEL 0) 7 UNITS 7 BEDROOMS QW O (LEVEL 1) 33 UNITS 2) 40 45 BEDROOMS BEDROOMS _ Z U (LEVEL UNITS 57 z (LEVEL 3) 40 UNITS 79 BEDROOMS Q 4 (LEVEL 4) 30 UNITS 47 BEDROOMS w tw J (TOTAL) 150 UNITS 235 BEDROOMS G cn O z U o � � Ln v Q O (D _ C J o LU U m o z O U SHEET NO. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 C2 IT s ,UL K S \ R/nv 94.34 NAInv \ Rim PED. RAMP W/ TRUNCATED DOMES Inv�935.414. / / S MONUMENT SIGN Rim NE Inv. 9' V. Stub (Vern NORTH INFILTRATION BASIN S -------S - S FES 36" CMP - �A Elev.• 932.55 S \ Rim=942.27 31Inv.=92 S - Rim --942.66 \ \\ Rim=94317 \ 36Inv.=932.86 " / 8 WM - BOULDER RETAINING WALL �\ (SEE GRADING PLAN) \ SBLF �A f� d� \ s / AUL ,(/ / / N RimInv.=939.72 \ PATIO PADS \ \ \ \ FES 18" CMP Dew 958.62 \ \ WEST INFILTRATION BASIN 8" CMP \ ❑M 959.0/ `\ <• i BOULDER RETAINING WALL (SEE GRADING PLAN) 83' LF OF 2' WIDE / ASPHALT REPLACEMENT / SITE ENTRANCE (SEE DETAIL) '\ / HYC y STOP SIGN (SEE INS / 6" CONC. PAVEMENT' PET AREA W/ PEA GRAVEL PATIO PADS / e \ / Rim=945.1 / 1nv.=9332• / PROPOSED APARTMENT StInv. r P 2s\ / (150 UNITS TOTAL) 6-. / BIKE RACK T H ELECTRICAL BIKE RENTAL AREA GATE CHANGING ROOM, SHOWE LOCKER LOCATI WIDE CONCRETE SIDEWALK, / O B612 CURB & GUTTER M 0 N TAPER B612 TO D41 MOD. D CURB & GUTT TAPER B612 TO D412 \ Rim=94362 W Inv.=934.20 \ E Inv.=934.20 D67F \S Inv=939.47 S \ CPQ 8" PVC SDR 35 Soni. \ S� Inv.=942.57 Rough location of trail Rim=946.34 Inv.=935.52 s 30" RCP - /dim=949.05 � Inv. =937 73 \ - Rim=948.16 30" RCP 6' WIDE CONCRETE SIDEWALK _ l Inv. -93379 \ _ \ \ on i r r�r n�nnnr ncnuni r nrn� nrrnnrniT SPED. RAMP W/ TRUNCATED DOMES SITE ENTRANCE (SEE DETAIL) SBL \ x/-30' SIGHT TRIANGLE RETAINING WALL SBL \BL STOP SIGN PED. RAMP W/ TRUNCATED DOMES ATION / ,TE 6' HIGH ORNAMENTAL FENCE / \ ' B612 CURB & GUTTER \ / / \ STAIRS (SEE GRADING PLAN)' PLAY AREA / 4' HIGH BLACK CHAIN LINK FENCE �/ / - � / PET AREA W/PEA GRN\ EL RATION BASIN RAIN TURRET EAST INFILTRATION BASIN 406 / 4_ LEGEND: LEGEND: PROPOSED ASPHALT PAVEMENT PROPOSED PET / PLAY AREA °` a a a a PROPOSED 4" CONCRETE SIDEWALK a PROPOSED 6" CONCRETE PAVEMENT CONCRETE CURB AND GUTTER - B612 CONCRETE CURB AND GUTTER - D412 PROPOSED SIGN Q PROPOSED LIGHT POLE SITE PLAN NOTES: 0 40' SCALE: 1" = 40' 1. PAINTED PAVEMENT MARKING DIMENSIONS AND AISLE WIDTHS ARE SHOWN TO FACE OF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB. 2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE REGULATIONS. 6. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. 7. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS & SPECIFICATIONS. 8. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131. 9. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. SITE PLAN INFORMATION: LOT'E' SITE AREA +6.00 ACRES CONCEPT'E1' -APARTMENT DWELLING UNITS PROPOSED -(5) LEVEL 150 UNIT APARTMENT BUILDINGS -UNIT COUNT LAND AREA=150 / 6.0=25.0 UNITS PER ACRE • 99 INDOOR PARKING STALLS +(17) TUCK UNDER GARAGE STALLS=116 • DETACHED GARAGE STALLS=46 • TOTAL INDOOR PARKING STALLS=162 -INDOOR PARKING STALLS PER UNIT=162 /150=1.08 • OUTDOOR PARKING STALLS=171 -OUTDOOR PARKING STALLS PER UNIT=171 /150=1.14 -OUTDOOR PARKING STALLS PER BEDROOM=171 / 235=0.73 • TOTAL PARKING STALLS=333 -TOTAL PARKING STALLS PER UNIT=333 /150=2.22 -TOTAL PARKING STALLS PER BEDROOM=333 / 235=1.42 z 0 � a U (n LU U O H 0 LU � V) w 0Y H U S w 2 w H U w H U Q M U z W m O L W m W 0 LO W 0 LO - LY w O w w Q W 0 IY 0 IY IY W Cl) N Cl) N Cl) N Cl) N Cl) N Q N N N N N - 0 0 LLI 0 0 Q W 0 0 Z Y U_ z of Z� Hdid N U Qo ED Ln W o N ' I O v N M rn m m U) z C) 0 - m 0 LLI 00 dao N Q W Z Z Y U_ z cD U w r� z Of W mQ LL O Z "J ZwQ Q W 0' 2 J 0 0 0 0 0 LL i U o ° m L ivEC: 14 O � � J Q c >, N O N (� N -O ` Q E E C e`er (n >,m ,D S ca �' o Q- m C C5 o �g N o O76 co _ U)0 -U 0 zN O v N M rn -PAVEMENT 117,008 S.F. U) z C) 0 - -BUILDING 52,563 S.F M L0 WZ �A 00 dao N Q W N WH W Yo a Q U w r� .. - Of W mQ LL O Z "J ZwQ LU C-4 Q'N ♦^ LULuZ W �0 ~ rQ1'� /c/p� V♦ > Z ?ZZ N OM V U) w 0 LL Lp O � mOLU ryJ� Z> > QUW �V �H IMPERVIOUS CALCULATIONS -PAVEMENT 117,008 S.F. -BUILDING 52,563 S.F -GRASS 91,588 S.F. -TOTAL 261,159 S.F. LU z % IMPERVIOUS 64.9% UNITS FOR REFERENCE ONLY (VERIFY WITH ARCHITECTURAL) UNIT MIX PER BUILDING J (n � (LEVEL 0) 7 UNITS 7 BEDROOMS QW O (LEVEL 1) 33 UNITS 45 BEDROOMS _ Z U (LEVEL 2) 40 UNITS 57 BEDROOMS (LEVEL 3) 40 UNITS 79 BEDROOMS Q (LEVEL 4) 30 UNITS 47 BEDROOMS w z (TOTAL) 150 UNITS 235 BEDROOMS .�0Lcn O LU U O LU 00 U J - O W p[ U co z O z O U SHEET NO. CALL CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 S / \ R in= 944 5 - . Nlnv.=94/.5/ � Rim='6.91 \In v/ � 935.41 \ s / s \ 8" Soni. Rim= , O.Z. NE lnv.=5""'s / Inv. Stub (Verus' S WM / O � / 4 / •/ O SBL / \ .0, AUL S S FES 36" CMP S - Elev 932.55 - s � Rim=942.27 S Inv.=93312 - � s X� Rim=942.66 \\ Rim=94317 In v. = 932.86 Rim=94362 W Inv.=934.20 \vD67F =934.20 � SInv.=939.47 8" PVC SDR 35 Sani. ,I- Rough location of trail - Rim=949.05 / Inv. =937.73 Rim -950.44 �S Inv =Q.34 7/ /Ay L=32.5' R=402, PROPOSED APARTMENT a° P 26 % / L=56.9' '• � Stu In v. � Rim=945.98 <+ R=30' �� (150 UNITS TOTAL) \ �( s lnv.NStub�933s 7�� 5.0' L=10.9' � / DIP CL 52 L 4 2' ` R=30' W/ 8" plug _ 37.1' . R=427' d 28.0' R=20' / L=10.9' \ S l2" DIP CL 52 WM \� R=5'_ - r `r 26.0' Z L=33.0' e o I�2 1 R;4431 19.5' / 1 r� 0' 12. \ R=20' \ 0 FES I8" CMP O // d SBL N \ L 8.2, L=30.1' / Dew 958.62 � / / qq � v2 � � � SBL R 5 R=13.5' L=9L=44.6' BL \ / / / 60 6 0 \ w ". 176, co 0 0 150 0R=8.5' O O L0 ry L=15.15.8' 8° CMP w ❑M l / / R=S� n , • �i O 959.0/ `\ L=6.0' ry O O \ / / S .oi O '• / / Gj`0' 15.5' L=9.7' Cl O R=20• 5� L==15.2' , O g• 2 / // L-7. 80, 01 0 / \ O � , \ \ � o >4.8• wry. � 9.0• 4. o R=5, "`V Elew 96 vs R=10' ` R=5' �oK / R=20' vS 9" L=11.9' ` ` •2S30 L 9, 30 J * L=36.3' ?S, R=5' L=7.9' R=5' R-5 n 1S _2e � � R=5' 48• R 39 6 R=10' b b' ♦ �, bo , \ \ L=18.8' SL=19.5' /85, ry ` 2.0, \ B( .0' \\ \ 99 190,E �� / R_5, /z0. N \ SB( R-5.(20 OOOR ro' 46 S GFA 7� R=S, ST.g44' �o�q RS�NG >> LR 9' /9S °"ry L=7.9' R_5 � 7/T CY 406 B( 40 set sk a 63.3,cd o / / R=20' / L=26.3' 4- o � �9 M 0 N LEGEND: PROPOSED ASPHALT PAVEMENT PROPOSED PET / PLAY AREA a a a PROPOSED 4" CONCRETE SIDEWALK a PROPOSED 6" CONCRETE PAVEMENT CONCRETE CURB AND GUTTER - B612 CONCRETE CURB AND GUTTER - D412 PROPOSED SIGN Q PROPOSED LIGHT POLE SITE PLAN NOTES: 0 40' SCALE: 1" = 40' 1. PAINTED PAVEMENT MARKING DIMENSIONS AND AISLE WIDTHS ARE SHOWN TO FACE OF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB. 2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE REGULATIONS. 6. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. 7. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS & SPECIFICATIONS. 8. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131. 9. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. SITE PLAN INFORMATION: LOT'E' SITE AREA±6.00 ACRES CONCEPT'E1' -APARTMENT DWELLING UNITS PROPOSED -(5) LEVEL 150 UNIT APARTMENT BUILDINGS -UNIT COUNT LAND AREA=150 / 6.0=25.0 UNITS PER ACRE • 99 INDOOR PARKING STALLS +(17) TUCK UNDER GARAGE STALLS=116 • DETACHED GARAGE STALLS=46 • TOTAL INDOOR PARKING STALLS=162 -INDOOR PARKING STALLS PER UNIT=162 /150=1.08 • OUTDOOR PARKING STALLS=171 -OUTDOOR PARKING STALLS PER UNIT=171 /150=1.14 -OUTDOOR PARKING STALLS PER BEDROOM=171 / 235=0.73 • TOTAL PARKING STALLS=333 -TOTAL PARKING STALLS PER UNIT=333 /150=2.22 -TOTAL PARKING STALLS PER BEDROOM=333 / 235=1.42 z 0 a U LU O H o Z) Ln w U wLU 0 F 2 w LY U U Q L7 z_ w m L W w L w V) a > O0� > > Q LU 0 � 0 Y 0� w Cl) N Cl) N Cl) N Cl) N Cl) N Q N N N N N 00 o ui •• O O Q LU O O O Z Y U_ of Z i Hdid N2 2 U Qo ED LO N N i U o O N L m E C O � � J Q 7,� = L� (n " � - O -0 (13 O ` Q E � E C e`er D >' O L a m c O C z U J N CL O U o g V) 'U) O Z3 "0 co U)0 -U cn 0 zN 0C14 M m m U / z C) O m o ui •• 00 0? 0? N Q LU 0�O N Z Y U_ 0 U �U r` z w coQ H< LU LL O 0 LU C-4 Q'N LULLIZ J 0 0 0 0 >Zw ?ZZ 0 LL i U o O N L m E C O � � J Q 7,� = L� (n " � - O -0 (13 O ` Q E � E C e`er D >' O L a m c O C z U J N CL O U o g V) 'U) O Z3 "0 co U)0 -U cn 0 zN 0C14 M -PAVEMENT 117,008 S.F. U / z C) O -BUILDING 52,563 S.F M L� W CI) 00 0? 0? N Q LU 0�O N WH WY� a g U �U r` .. w coQ H< LU LL O zwQ LU C-4 Q'N LULLIZ U)� ~04 rQ1'� /c/p� V♦ >Zw ?ZZ OM V U) w 0 LL �p O � 0 j O F_W M _ > Z> QUw O LU �H IMPERVIOUS CALCULATIONS -PAVEMENT 117,008 S.F. -BUILDING 52,563 S.F -GRASS 91,588 S.F. -TOTAL 261,159 S.F. w z % IMPERVIOUS 64.9% UNITS FOR REFERENCE ONLY (VERIFY WITH ARCHITECTURAL) UNIT MIX PER BUILDING J (n � (LEVEL 0) 7 UNITS 7 BEDROOMS W O (LEVEL 1) 33 UNITS 2) 40 UNITS 45 BEDROOMS 57 BEDROOMS _ Z U z (LEVEL Q (LEVEL 3) 40 UNITS 79 BEDROOMS Q J (LEVEL 4) 30 UNITS 47 BEDROOMS w (TOTAL) 150 UNITS 235 BEDROOMS OU _O LU O V) w O 0N LU U co o z O U SHEET NO. CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 r� 0 rFES 18" CMP e v: 958.62 \ WEST INFIL. BASIN - 100 -YEAR HWL: 955.90 `TREATMENT VOL.=5,329 C.F.// /^J/ / A �S o� \ R'm=945.34 - �N .5// / Inv. -9 6Rim-.91- �/ \ NORTH INFIL. BASIN - 100 -YEAR HWL: 946.20 TREATMENT VOL.=726 C.F. I10' X 160' STANDARD FLE AMAT (OR EQUAL)/ I 033a AUL \9S'\ \9ss\ H ���43.33� 9 `9s8 S - S � FES 36" CMP Elev.• 932.55 \ Rim=942.27 Inv=93312 \m=942.66 Rim=94317 \ 36Inv.=932.86 " REGIONAL POND \ Rim=94362 W Inv.=934.20 \ E Inv.= 934.20 D673 \ \S lnv=939.47 6.50 -8 C.Y. OF CLASS 2 RIP -RAP s 8" PVC SDR 35 Soni. Inv.=942.57 �- Rim=946.34 Inv. =935.52 _ RCP Rim=948.1 Inv. -933.799 r I,- Rough location of trail Rim=949.05 =93773 30" RCP Rim=950.44 C \` Inv.=934. SL / / \ / / 951 -950 / / f / \ / / / 6 C.Y. OF CLASS 2 RIP -RAP / / / C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN 100 -YEAR HWL: 956.26 TREATMENT VOL.=1,952 C.F. C.Y. OF CLASS 2 RIP -RAP 6 C.Y. OF CLASS 2 RIP -RAP / / 00 / / Set �y0 / / / ^ LEGEND: 984 E.O.F. PROPOSED RIP RAP PROPOSED CONTOUR PROPOSED SLOPE EMERGENCY OVERFLOW GRADING GENERAL NOTES: 0 40' SCALE: 1" = 40' 1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.). 4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT. 5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR. 6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS OTHERWISE SHOWN. 7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL TO THE CONTRACT. 8. IT IS NOT INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE (DUE TO BASEMENT PARKING EXCAVATION). THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC. 9. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE -SEED OR RE -SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER. 10. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR) 11. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. 12. ALL ACCESSIBLE ACCESS ROUTES SHALL HAVE A MAXIMUM OF 2% CROSS SLOPE AND 8.3% STEEPNESS WITHIN RAMPS. ADDITIONAL ADA STANDARDS ARE TO BE FOLLOWED. z O a U0 (n LU � O LU � w O H U w w H U w H U Q 0 O z_ O m 0 0 iv E c � w O w w 00 0 0� U) 0� 0� W Cl) N Cl) N Cl) N Cl) N Cl) N Q 0 N N N N N O N iv E c o J JL. Wz00 � A O O 00 O O O _U J cv a) m -a - J � � - Hdid N 2 2 0 0 0 z o 0 N O O M N zN ' I _ ° U � m W � N M rn o -0 0 Ln m C) 0 iv E c o J JL. Wz00 � A z �,-0 ac L 00 m D LU _U J cv a) m -a - J a Q LU aE E c .. - z z O _ O LD -0- wLLI LLuZ W z rQ1'� /C/p� V♦ -C m _r_ - S N OY c� Q W 0' 2 J 0 0 0 0 0 LL zN 00 _ ° U � m W � N M rn o -0 0 Ln ° C) 0 iv E c o J JL. Wz00 � A z �,-0 ac L Q W z Q � ° Cw WHWY'c") _U J cv a) m -a - J a Q U aE E c .. - �mQ w N >, N LO O N LU C-4 Q'N -0- wLLI LLuZ W a rQ1'� /C/p� V♦ -C m _r_ - S N OY V w O o Q � O Q •L �~ > Z>> QUW U W �V V �H J O U o p Q J N F� o W o ° a) � � W � 0-0-0 m m m _"w0 -U zN O v W � N M rn z z C) 0 - M L� Wz00 � A J 2 a? N Q W z Q CD N WHWY'c") p J a Q U LU .. - �mQ w I.- LL O Z "J ZwQ LU C-4 Q'N 0- wLLI LLuZ W 00 Wao ~ rQ1'� /C/p� V♦ > Z ?ZZ N OY V w O LL Cp O Q 0 �J� �~ MryJ� Z>> QUW OJ W �V V �H SHEET NO. C5 W � z J z Q Q W p J zQ W 0- C) O oc W U o V J O Q J W - p[ � � W � U m O 0 z O U 2 SHEET NO. C5 M N ,942• \ Rim; 11 cmp 3.2 Ind FEs 3 932 55 Ele\�rnvg42.86 17 trail R m g32.86 Rough 10 ation of / \ / I 943.85 TC \ y � \ 3 62678 _ 943.85 FL \ / \ \ R(r n g4g 4.2 � 944.30 TC S ,945/ 944.30 FL ° % saa.7s SW - OP Inv V. g3g,47 R 35 ,949 05 � 36' R � s Inv.= Soni• � �v 34 FL 4. O Rum -,)41.-')' 1'5' CSO Rim 73 CP NE 945.15 TC F� a ° a y \ 8 PV 946• Inv'g37 3011 R - 945.15 FIL ° 30° �� i �� S \\ / R m,942.57 �_2 g1946.02SW 3 ��` <35.41 / 946.06 SW 0 ° 9AA ,° a 943.13 SW \ \ \ \ 36 Rin',g35.52 30.. RCP . i _g50.44r 945.35 SW AS i I / 1nv / Rlln ,93 7 Z� NORTH INFIL. BASIN / g46 ° 948.16 949.10 TP 949.95 TC O 100 -YEAR HWL: 946.20 946.75 FG a ° ° y \ Rol933 79 948.35 TC 949.45 FL S \ / 943.25 SW , , EOF=946.50 8 C.Y. OF CLASS 2 RIP -RAP �` \ _ inv.- _948.35 FL 949.85 TC TREATMENT VOL.=726 C.F. � 948.82 Tc 948.50 TP 949.35 FL \ / $II / �g4- `w \ S 948.32 FL 948.42 TC 950.15 TC l ani• g94�.76 FG ///��� WES'r\ ------ S X948.66 TC 948.42 FL 949.65 FL 947.50 SW_ \\ ° ° 9438943 68 SW \• 948.16 FL i \` 947.75 FGz;;4,, • a ° 950.49 SW - °a �o°Oo Q 948.61 TC o 950.16 SW / • 943.74 SW \ S \ \ 9 948.11 FL 2,1% S / /:X�• • • 947.75 FG ° a 946 947 �.:e, • \ \ -\ 948.85 SW 948.55 SW 948.95 TC a ' 945 ^ 0 944.83 SW \ 52 WM 49.20 TC ° °° 948.45 FL e - \ CL 950.61 SW \949._ \ TIP 948.70 FL 949 68 FL Sas •� : ^ ° ° EOF=949.00 949.00 TC - - - - - - 68 TIC "O 946.13 SW 947.28 SW I 948.50 FL � - -r-- - g " WM J JJ x.949.50 TW \ 949.00 TC a 949.75 TC - 7 948.50 FL � N 949.75 FL 949.90 SW _ 945 ° , - �J��J � � 949.12 SW � / y 948.00 BW N In 944.95 S= 948.50 TW 946 a 950.25 TC / / ' , o �_ 949.75 FL J J 948.00 BW � � a = a a 948.65 FL G a � / �^ 33 _ 946.25 SW .78 947.40 SW 949.13 FL' - 949.75 TC / 950.00 FG J J��J 949.50 TW 0 9S0 \ irn-24 .47 _ - - N In • ,95 9 \ - 49.63 TIC I _74934 TC ° ° 949.25 FL / 1 '� / i / 7 / J�✓y J 948.00 BW FFE=950.0 \ _ _ _ _ _ _ 3 - GG- 8.84 FL 948.50 TW A 950.62 SW4%.i 948.00 BW 949.90 SW Q 948 _ _ - _ 10'X 160' STANDARD FLEXAMAT (OR EQUAL) 950.50 SW ��®949.90 SW 950.00 sw 9sz.00 TW 949.60 TC SW _- �9 9494�C 949.08 TC 949�L 5Bl M 949.33 TC / 949.08 F \ / 949.35 .70 TC 2°/ 949.17 TC X949.75 ° 948.83 FL - TC 950 949 / 949.20 FL 949.17 FLSBc� 949.75 FL / \949.85 TC 952.00 FG 949.90 SW Vc ,933.7 SBL 951_ m 950.10 TC 949.85 FL / J. 949.60 FL °' � / ? / v v 4 -954.00 TW L V 950.17 TC- y J� ho 952 949.55 SW 949.67 FL 951 �\ / N 950.35 TC ! ' '�i 953 949.85 FL 5 0.55 SW c �*V ` '950.20 TC M9o �J 949.70 FL 951.46 rw \ \ � ���� �{ o �9 950 950.50 TC/ PROP S' 954-----/e S� 9 .00 FL ° IV / JJJJJ ED PP p.Li LVO 1 FD APARTMENT _ JJJJ � o � 950.45 TC pS O FE_ 955.00 TW J , 0 / 9990 SW ` -96 _ PROP N\�S GARAGE FF 1.00 951.00 BW 94 L J \ J JJ I ^ �O lJ E�950.00 950.50 TC o ! / 950.00 FL 950.50 TC tea' / ! VJ 957.00 TW 958.50 FG n 950.00 FL 950.00 BW 953.00 TW J h � 3 954.00 FG ° FE= 960.00 FG F 961.00 955.12 SW J ��,i o 8 STEPS 956.80 F 961.00 SW 957.00 TW 960.80 SW , 4� / G 953.00 BW 960.55 SW 961.00 SW 956.80 FG 960.86 SW a ,p 960 TREAD, 6" RISERS EOF=955.80/ 961.00 SW I 960.80 SW O Q O 953 960.65 Sw a/ io 960.60 SW 961.00 SW / / / 958.00 TWA 960.50 SW 960.68 SW 960.80 SW O O O rj / 8\1 � 957.00 BW 950.86 TP 960.45 SW 960.80 SW FFE_ 956.00 FG ! / a 959.00 FG °U ° 0 961 a ° , 954 / ° • . POOL (BY OTHERS) OO P � , A. a 960.12 SW O °' �Q ' ° a FES 18" 2 / 6 C.Y. OF CLASS 2 RIP -RAP ?o% ° OSS 4 960.10 TW c ° FE v' 958- ° �° 960.10_TW 95910 BW a < 961.00 SW e O 96960.20.82 955.35 SW 955/ / / 961.00 FL a° � ° 959.60 BW � 960.55 SW , 960.62 SW n � 6 C.Y. OF CLASS 2 RIP -RAP ° 960.10 TW a 955.25 TC 955.50 TC / / 960.68 SW , S% , : , ° 959.52 959.52 FLv� 960.10 BW Vz� 960.50 FG ° 954.75 FL 955.00 FL 960.18 FL ^ .7% I_,_j_ff_ ° 955 h� 960.40S , o „ � O 960.62 SW o � a / 966 / / 2 o a' ° <TC / 960.25 TC a / / h ° Wv 6A 960.02 SW °� 959.40 00 rn��` 955.00 FL •'�' / �� ah 99.75 FL ° ^ 959.52 FL O o ° 960.00 SW I e 955.50 FL 956.50 FG a ° �'Q 960.10Sw °°�� 956.00 SW :�• 96 O 959.85 TC , , p --O \ � / 959.60 FL ° 960.00 FG , Q 955.90 SW 956.10 SW / / 959.50 TICX98 .60 TC ° (`c s6o.oz sw 959.90 sw 1 I a M EOF=955.80 960.00 TC 959.25 FIL 959.35 FL C & 959.52 FL / = ° 8\1 \ 957.50 FG 959.50 FL 2 959.20 TP 859.52 SW cv 957.65 SW v 956 /\ 957.99 TW \so \ a`, ° a a a ° 958.00 SW / �]1� y 959.52 FIL 960.00 SW / 958.62 SW 957.00 BW/ I 4 0959.20 TP 959.50 FL 959.90 SW / / / 958.50 SW 01 FL 2.0% 959.50 TC a° 5.7% 958.10 SW / 959.00 FL 9S9 959.80 SW c" 2 _ 959.30 TC _ 959.30 FL 959.36 FG 958.90 TC 958.80 FIL N 959.79 SW N 958.40 FL WEST INFIL. BASIN A X 959.65 TC yC' 959.29 FL 958.80 TC 4 h 959.15 FL 1. m 95$.50 FL A 100 -YEAR HWL: 955.90 6% ss9.zo Tc 958.30 FL TREATMENT VOL.=5,329 C.F. / 959.35 TC `� 959.20 FL 959.33 N/ 'Oi 958.85 FL ?So 958.83 FL. 1'. • �• / FAL 2P / p 7 FL 0.7% 958.55 FL 2. 10 957.35 TC 3.9% FL /956.85 FL / 2 C.Y. OF CLASS 2 RIP -RAP 959.01 TC \0° 958.51 FIL p - °� %• 959.10 TC 958.25 TC �^ yCD ° 959..44 0 FL 959.TIL 0 958.60 FL 958.15 FLL 957.75 FL X956 958.65 T 957.80 TC 1�• 3. /0 957.30 FL 960.16 TC IV 957.85 TC ° FL 0.6% 959.00 TC 957.35 FL EAST INFIL. BASIN ® 959.00 FG ho �� 959.66 FL Q" 959.50 TC 2 C.Y. OF CLASS 2 RIP -RAP 956 959 958.50 FL $ ° 959.00 FL -956 s 0 sss !•Y� N / 1 00YEAR HWL: 956.26 __-958 957 ^ •� u_ 957.50 TC / / TREATMENT VOL.=1,952 C.F. 959.8 TIL 3 10° C' ?0°% 959 957.00 Tc / / 953.75 FG h i ,..• s 957 57.00 FL 956.50 FL 959.80 FL ^ � y o' ov 8 / / e ° • • v LL o o �• • 955 9ss s6 FL 2' �� • / / 956.25 FG 960.35 TC p • I C.Y. OF CLASS 2 LL FL 1.0% -956 E(1 958.00 .• S / / 959.85FIL RIP -RAP IN FOREBAY 960.00 TC 957 �•• 20°i° ••� �:' / •,• 959.50 FL FL 0.9% 958 .s� �1 ••� / / 959.20 SW a a ° , i9 958.00 TWtIIII, 960.05 TC 959.77 TC 95.8 6 C.Y. OF CLASS 2 RIP -RAP \ / 959.32 SW /cr._a 957.00 BW 959.80 FL 959.27 FL 958.25 TC 958 : �® l 958.00 TC � � 2 C.Y. OF CLASS 2 RIP -RAP / / rn °�' , ^� 957.75 FL 2 C.Y. OF CLASS 2 RIP -RAP �i! 957.50 FIL / I /F 960.37 TC CENTRAL INFIL. BASIN � / \ FL 0. % h / 's 960.12 FL °° 100 YEAR HWL:958.37 7 % 958.27 TC '• / 960.05 TC c' °, / 958.88 TC 957.50 TW N, V. o, ° TREATMENT VOL.=7,626 C.F. 957.77 FL \ 959.55 FL 958.38 FL a. ° 957.0 958.45 TC .• e \ 960.25 TC Q' ao ° 0 960.75 TC 959.15 TC 957.95 FL / - / 95_9.00 SW 959.00 FG a°; 960.50 FL 958.65 FL U_ / \V, 959.75 TC 960.00 FL a /� VV 959.25 FL a CL a / 959 /o / 6 C.Y. OF CLASS 2 RIP -RAP 959 SW 4 EOF=959.00 961.00 TIP ° F 959.30 TC , 959.82 SW ° 0 958.80 FL ° ?� 959.21 TC FL 2.0% A �° 960.7 TC a � 958.71 FL 958.10 TC LEGEND: �?O o � 960.76 FL �° e 960.60 TC � 958.67 TC / ?2° ° ' 960.10 FL 960.50 TP N / 958.17 FL 957.60 FL / / 959.60 1 ° 50 TIC ° e °?O° 960.60 TC 959.10 FL ��� e 960.55 TP a 961.00 FL \ ,o, /, �W 960 960.10 FL 959.30 TC 959.95 TC y 959.93 TC ° e / / 958.80 FL "4�8% 959.45 FL ° `960.69 TC 959.43 FIL N ° r rn� 960.69 FL / , 960.15 TC / 'c4 960.90 SW / < F� 410 �NDOpR GAR s / :,.- 960.15 IC ° ° 959.78 TC o 960.50 TC 1�0 AGE P F1 �„ 958.45 TC .B�!� PROPOSED RIP RAP 959.28 FL o 960.00 FL 961.00 TC ` rALLS ARKING ^i 960.78 SW g, ° ` \� i � � V 960.50 FL P l 26 959.70 TIC -4, ' STALLS P SB 9% 960.1 959.2.20 FL 6 FL a ° , 46 SrALLS r07` 2) 966.50 FG _r07`AL) SWC 2.8% 960.80 TC 961.05 TC FFE=960, L) / / 964\S 966 66 9 S 96. 963 962 96� B 960.30 FL� 960.55 FL `50 _ X966.50 IF - SG �� 959.70 TC 3- _ 959.69 TC / P 959.20 FL SBL FL 1.3 % / _ 959.19 FL 959.83 TC SBL . / 960.50 TP 959.33 FL \ SBL 960 SBL _ \ 2.9 0 �M� SBL - <- �° � SSL 9L5Q - 963.50 FG SeL \ _ _ EOF=958.50 FL 0.7% w H U wLU O L7 W w H U H U 958.85.35 FC Z_ N TC M N 959.05 TC _960.40 959.90 FL -« 958.80 FL _ 959.20 FG � Z << G<�_ gs3_954_ 960.50, aoa.30 TC 958.70 TC ` 958.80 FL W , -9SS 9S = 6 _ 958.20 FL 960.50 FG 957 9:5 y 959.05 TC M .. 0 958.55 FL 0 0 0 0 Q'N == 960.00 FG O 04 rQ1'� /c/p� V♦ 00 L U044 V 0 � L �J� 0 FL 0.9% 959.25 959.25 958.50 TC 958.25 FL 960.00 960.50 TPJ 960.50 TP coo I2.6% -- SBL 3 S 7'/ BL V cti' 959.75 TC 959.25 FL 959.50 TC 959.80 TC / �959.2�r[�.6% - � - 959.55 F . 960.00 TC 960.00 TC 959.50 FL 959.75 FL 0 30' SCALE: 1" = 30' 957.95 FL •� 958.73 i TC X980.50 TC NEW TOP -BACK OF CURB ELEVATION 958.3 FL 962.50 FG / X980.50 FL NEW FLOW LINE OF CURB ELEVATION / / X980.50 SW NEW SIDEWALK ELEVATION CID/ / X 980.50 TP NEW TOP OF PAVEMENT ELEVATION X 980.50 TG NEW TOP OF GRAVEL ELEVATION G / X980.50 BW NEW FINISHED GRADE ELEVATION j X 980.50 TW NEW TOP OF OF WALL ELEVATION / ! X980.50 FG NEW FINISHED GRADE ELEVATION / % X 980.50 EX EXISTING ELEVATION / / 984 PROPOSED CONTOUR / - - - - - PROPOSED SLOPE E.O.F. EMERGENCY OVERFLOW Z O a U (n W O H o W w H U wLU O L7 W w H U H U Q Z_ N N N N a > > O0 > > Z O � O W , W M N M N M N M N M N Q N N N N N 00 0 W O O Z O O O O W , O N C, 0 O Z � � O O co zN I�: O U LU � N M CID z m v / ` O O Co Co 0 W op Z2 op N Z Y � O W , a Q > mX .. 0 J 0 0 0 0 Q'N LL LULUZ LIJ O 04 rQ1'� /c/p� V♦ 00 L U044 V 0 � L �J� 0 O~ CD ^0 Ij LO -1 Z>> QUW rl- (=) W ,`7/ 7�Ec: U U��� O b -0 oc z L c O -0 Cw O _U J U m Q I_ E O cn>1n3D _ L O -0 a� CL i>3 � U 2i Q- (p C 1n O O N G) Q0 -O c m _ 2 J) 0- 07 O zN O U LU � N M CID z v / ` O O M LC) � lf)� W (/i op Z2 op N Q LU co N w W H W , a Q > mX .. � W 0 1= ILL Lu O"ZJWN ZwQ Q'N LULUZ LIJ O 04 rQ1'� /c/p� V♦ > Z L DUZ (n 'CO, � V 0 � O �J� 0 O~ CD M -1 Z>> QUW rl- (=) W ,`7/ �H SHEET NO. LU � z Q L.L. O z U z zQ Q LU CL cn O z ,`7/ O oc J LU E O U m O z O U 2i SHEET NO. \ lnv.=9/4.58 S s \\ S / \ RI,v 4. 5 Nlnv=94/. 4 \ Rim =906.9/ - ln v1935.4/ S � / \ \ FES l8" CMP Elev.• 958.62 \ WEST INFIL. BASIN - 100 -YEAR HWL: 955.90 TREATMENT VOL.=5,329 C.F./ FES l8" CMP - Elev.• 959.01 CONNECT TO EX. 8" DIP WM. WITH WET TAP INSTALL 8"X6" TEE FIELD VERIFY LOCATION AND INVERT/ /I 4im=960.99 M 6" GV / In v.=948.30 �e lnv.=949.3 d'• O T rNH Elev.• 96 o )K 109 CBMHDIA 48"0 / / CAST: R -3067 -VB I\ NORTH INFIL. BASIN 100 -YEAR HWL: 946.20 TREATMENT VOL.=726 C.F. 112 STMH / WM RIM=946.00 DIA: 48"Ov CAST: PS48-58S SW INV.=942.50 \ Nj =942.50 10'X 160' STANDARD FLEXAMAT (OR EQUAL) O A Fi / f AUL 111 STMH RIM=955.50 DIA: 48"0 CAST: PS48-58S NE INV.=945.50 \ \ \ \ \ \ \ (2) 45° BENDS 108 CBMH RIM=958.20 DIA: 48"0 CAST: R -3067 -VB E INV.=954.00 NW INV.=954.00 / IT =94333 / UL REGIONAL POND K�- s S� FES 36" CMP /\ • \ 7 Elev. • 932.55 v \ \ Rim -942.27 Inv. -933 /2 im=942.66 A. �\ \ \ \\ Rim=943/7 a In v. = 932.86 Rim 113 STMH (FIELD VERIFY) 36" \ NElnv.=9v,. RIM=946.77 • Inv. Stub (Vern DIA: 48"0 CAST: R-1642 \ \ Rim=94362 ° SW INV.=941.85 W Inv.=934.20 g5 ° NE INV.=941.85 E Inv.= 9J4.20 D673 .. 0RC,P @'g _ a \ \ \S lnv.=939.47 1�'' O\ EOF=946.50 - \8 C.Y. OF CLASS 2 RIP -RAP � � 8" PVC SDR 35 Sani. SBL � � •��! � \ S� \ � lnv.=942.57 Rim=946.34 Fc9s p 00 CONNECT TO EX. 8" STUB Inv.=935.52 Rim=943. \\�\ i S 30" RCP N Inv.=9.. EXTEND 8" SDR -26 SANITARY �� \ \ SERVICE 20 LF @ 0.50% MIN. \ CONNECT TO EX. 8" PLUG INV.=933.7± ADJUST EX. VALVE BOX 6 CONNECT TO BUILDING. TO FINISH GRADE �� / - Rim=948./6 CONNECT TO EXISTING STUB Inv. -93379 Rim=945.1 (FIELD VERIFY LOCATION & INV.) \ Inv.=93324 \ \ S INV.=939.90 REPLACE GRATE WITH R-3516- QUAL-� PROPOSED APARTMENT 8t P 26� \ >>p" \ \ / (150 UNITS TOTAL) i A su /n v. 6S 76 d d+ @ 106 STMH d. 78 � d • EOF=949.00 ROp SO4 RIM=949.21 \ 16 LF 21"0 RCP 0.22 % a 63 F 15"0 RCP @ 1.14% , QS' DIA: 60"0 L / FD SAN/. STUB - / - �'i � 7 '9p INV.=933.8± �� /� CAST: R-4342 �g FFF qRT POST IN 91ATOR SUMP INV. -935.94 /2° DIP CL 2 WM -93 LF 15"0 R p @ 1.0-a� GFFFF961943.50 FNT / S NINV.=939.94 \ - i - 9S() E INV.=943.50 IM 48 50 1 I d FcF 9�, Op `VALVE LOCATION \ ( \ RIM -948 48""0/,__ 107 CB RIM -958.00 SIZE: 36"X24" CAST: R -3067 -VB W INV.=955.00 S S Rough location of trail 7 Rim= 9 49.05 Inv. = 937 73 30" RCP _ Rim=950.44 Inv.=934.7/ "0 HDPE @ 4.73% CAST: R -3067 -VB / _// SBL W INV.=944.50 / E INV.=944.50 ,IN CONNCETION SBL T SBL INV.=945.00 \ \ BL 104 CBMH /RIM=8"949.25 / DIA:40 \ / CAST: R -3067 -VB W INV.=945.25 S SW INV.=945.25 8 8 STEPS W/ 1' TREAD, 6" RISERS 0 IV F 061.00 // 6 C.Y. OF CLASS 2 RIP -RAP EOF=955.80 103 STMH RIM=955.50 DIA: 48"0 CAST: PS48-58S NE INV.=951.50 2 C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN 100 -YEAR HWL: 956.26 TREATMENT VOL.=1,952 C.F. / 2 C.Y. OF CLASS 2 RIP -RAP �-6 C.Y. OF CLASS 2 RIP -RAP 102 FES % NV.=954.25 quo 4- 0 40' SCALE: 1" = 40' LEGEND: << PROPOSED STORM SEWER w w 0 U PROPOSED WATER LINE > PROPOSED SANITARY SEWER I -I PROPOSED FITTING w PROPOSED WATER SERVICE S PROPOSED SANITARY SERVICE PROPOSED SANITARY MANHOLE > PROPOSED FLARED END SECITON 0 PROPOSED STORM MANHOLE ® PROPOSED CATCH BASIN ►� PROPOSED GATE VALVE & BOX � PROPOSED HYDRANT e PROPOSED CLEANOUT r` mQ PROPOSED RIP RAP 0 J UTILITY GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. 4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS EXISTING IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 5. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. 6. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. 7. ALL SANITARY SERVICE PIPE AND FITTINGS SHALL BE SDR -26 PVC. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE. 9. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT WHICH IS DAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY, STORM SEWER SERVICE INSTALLATION. 10. FOR WATER SERVICE LINES #12 AWG SOLID COPPER CLAD STEEL (CCS) WIRE WITH 30 MIL HIGH DENSITY POLYETHYLENE (HDPE) INSULATING JACKET, COLOR BLUE. 11. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. NO DEWATERING IS EXPECTED FOR THIS SITE DUE TO SANDY SOIL CONDITIONS. 12. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR PAVEMENT REMOVAL, UTILITY INSTALLATION, AND REPLACEMENT AS NEEDED. 13. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. 14. ALL STORM SEWER PIPE OVER 18" IN DIAMETER SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 15. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: 15.1. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. 15.2. ACCEPTABLE MANUFACTURERS / PRODUCTS: 15.3. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" 15.4. PRESS -SEAL, WATERSTOP GROUTING RINGS" OR APPROVED EQUAL 16. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 17. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. 18. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ALL UTILITY CONNECTIONS SHALL BE VERIFIED IN THE FIELD. 19. THE CITY, OR AGENTS OF THE CITY, ARE NOT RESPONSIBLE FOR ERRORS AND OMISSIONS ON THE SUBMITTED PLANS. THE OWNER AND ENGINEER OF RECORD ARE FULLY RESPONSIBLE FOR CHANGES OR MODIFICATIONS REQUIRED DURING CONSTRUCTION TO MEET THE CITY'S STANDARDS. 20. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE CITY (PUBLIC WORKS DIRECTOR, CITY ENGINEER), THE OWNER, AND THE ENGINEER OF RECORD. 21. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5'. 22. TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN RURAL WATER ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS. 23. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR REVIEW. Z O a 0� U cn W ~ 0 H 0 w C0 V) w w 0 U w 2 w w U w w U Q M z W m L W W LO W LO Q > LU > > z Z 0 12� 012� W 12� W M N M N M N M N M N Q N N N N N 00 0 LU O O z Z O O O O W YCl) of Z dd-H-d M O o U J 6 L� N O cco zN I�: O v LU N Cl) z m V♦ z o 0 co m 0 LU V / 00 dao N z Z Y L O W YCl) 0 UIU r` mQ .� 0 J 0 0 0 0 WN Q'N LL WLwLIZ W� ~N rQ1'� /C/p� V♦ 00 L U O O V (n lio L - J � O~ 00N O N O of W V)O cv c J Q. o ��� z C) O L O Cw O _U 0 J cv N cv -a - J !? E E C O LO 0- CL O U O Q (n L U O p o Q O _ U) 0- U m U zN O v LU N Cl) z V♦ z o 0 LOM L0 WZ ♦A V / 00 dao N Q W �o N W W YCl) a g UIU r` mQ .� > W H LL O zw< WN Q'N WLwLIZ W� ~N rQ1'� /C/p� V♦ >Zw ?ZZ OM V (n lio O0WO J � O~ M Z> > QUW of W V)O �H V) LU z V / j Q W O �z U LU Q 0 CL (n O LU U V)O N J O J LU - p[ O U m O z O U SHEET NO. C 7 I \ \lo \ WEST INFIL. BASIN - 1 00 -YEAR HWL: 955.90 TREATMENT VOL.=5,329 C.F./ FES /8" CMP / E/ev.• 959.0/ \ / A. •Y )e'K </ 11,642 SQ. FT. (PER.) \\9 .. -q A 0 N N / =943.33 / I'K F, / E/ev.• 932.55 mom \ \ Rim=942.27 \Inv=933.12 s / \ Rim=942.66 NORTH INFIL. BASIN / \ \\ Rim=943.17 100 -YEAR HWL: 946.20 ? 9 \ Inv.=932.8f TREATMENT VOL.=726 C.F. 946\` \ / 947 S5 � \ \ \ \ / EOF=946.50 / a p P5 8 C.Y. OF CLASS 2 RIP -RAP s 12,940 SQ. FT. (PER.) 10'X 160' STANDARD F/ AMAT (OR EQUAL)/ 4j.1 ear/ FFFcg \ !� S FJ 00 \ s 46 \ - n • • �`' i 8,726 SQ. FT. (IMP.) 94;1 8,726 94g� X, PR( -.POSED APARTML= IT \ / (150 UNITS TOTAL) p s s, O s 14 / / br `• EOF -955.80 20,208 SQ. FT. (IMP.) Gq�gG FF 96RTMFN \ g0 FF`.00 95Q 00 T F,967 o `6 C.Y. OF CLP.,SS 2 RIP -RAP O 0 1,091 SQ. FT. (PER.) h 9,15, F. 2 C.Y. OF CLASP 2 1,328 SQ. Fl.^FR.) /11, 0 )y - '6,624 SQ. FT. (IMP.) 1,091 SQ. FT. (PER.) 251 SQ. FT. (PER.) 862 SQ. FT. (PER.) .t4.,899 SQ. FT. (PER.) 431 SQ. FT. (PER.) 9,626 SQ. FT. (PER.) •SBL 10,934 SQ. FT. (IMP.) gL 6,631 SQ. FT. (PER.) / 1,488 SQ. FT. (PER.) -950 � 951 / rn 952 9S4 / 955 / _-6 C.Y. OF CLASS 2 RIP -RAP / '--EOF=955.80 7 / P2 / 2 C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN / 100 -YEAR HWL: 956.26 / / TREATMENT VOL.=1,952 C.F. / /2 C.Y. OF CLASS 2 RIP -RAP / / / C.Y. OF CLASS 2 RIP -RAP LEGEND: 110 eo:: E.O.F. PROPOSED RIP RAP EMERGENCY OVERFLOW AREA TYPE BOUNDARY SUBCATCHMENT BOUNDARY DRAINAGE NOTES: 0 40' SCALE: 1" = 40' GENERAL DESCRIPTION: THE MONTICELLO SUITES CONSISTS OF THE CONSTRUCTION OF A 4 -LEVEL APARTMENT WITH OUTDOOR AND INTERIOR PARKING. THE SITE IS 6.0 ACRES. THERE IS 117,008 S.F. OF PROPOSED PAVEMENT AND THE 2 BUILDINGS MAKE UP AN AREA AROUND 52,563 S.F. THE SITE ENTRANCES ARE LOCATED ON 7TH STREET WEST AND ELM STREET. SOILS AND INFILTRATION ACCORDING TO THE WEB SOIL SURVEY, THE EXISTING SOIL CONDITIONS ON THE SITE IS A 20 INCH LAYER OF SANDY LOAM WITH GRAVELLY COARSE SAND. WITH EXCAVATING THE TOP LAYER OF SOIL, THE BASINS WILL INFILTRATE INTO THE COARSE SAND (HSG) A WITH AN ASSUMED INFILTRATION RATE OF 0.8 INCHES PER HOUR. A DOUBLE -RING INFILTROMETER TEST IS REQUIRED TO BE CONDUCTED BY A LICENSED SOIL SCIENTIST OR ENGINEER TO VERIFY INFILTRATION RATES OF EACH INFILTRATION BASIN AFTER BASINS HAVE BEEN GRADED. RATE CONTROL A REGIONAL POND HAS BEEN PREVIOUSLY DESIGNED AND CONSTRUCTED FOR 7TH STREET WEST AND THE SURROUNDING AREA. THE EXISTING OUTLET B WAS DESIGNED TO UTILIZE A CN OF 89. THE FOLLOWING CURVE NUMBERS AND AREAS WERE USED TO VERIFY THE PROPOSED CN IS LESS THAN THE PREVIOUS CN DESIGN OF 89. TYPE AREA CN PAVEMENT 117,008 98 BUILDING 52,563 98 GRASS/PERVIOUS 91,588 61 TOTAL WEIGHTED 261,159 85 ALL STORM WATER IS DIRECTED TO THE STORM SEWER WITHIN 7TH STREET WEST TO OUTFLOW TO THE REGIONAL POND. HDYROCAD CALCULATIONS HAVE BEEN DONE FOR THE PROPOSED SITE TO DETERMINE THE PEAK ELEVATIONS AND FLOW RATES OUT OF THE INFILTRATION BASINS. (CONTACT BOGART, PEDERSON & ASSOCIATES FOR THE REPORT IF NEEDED.) THE PEAK ELEVATIONS OUTSIDE OF THE INFILTRATION BASINS ARE LESS THAN 1 FOOT OVER THE EMERGENCY OVERFLOWS. EMERGENCY OVERFLOWS ARE ONLY UTILIZED FOR 100 -YEAR STORM EVENTS. WATER IS DIRECTED TO STORM SEWER MANHOLES BELOW THE OVERFLOWS. VOLUME RETENTION FOUR INFILTRATION BASINS ARE PROPOSED ON SITE TO PROVIDE VOLUME CONTROL FOR A 1.1 INCH STORM. WITH 169,571 S.F. OF PROPOSED IMPERVIOUS SURFACE, 15,544 C.F. (575 C.Y.) OF VOLUME IS REQUIRED TO BE HELD WITHIN THE INFILTRATION BASINS. THE COMBINED VOLUME OF THE BASINS TO THE INITIAL OUTLET IS 15,633 C.F. (579 C.Y.) THE FOLLOWING TABLE ADDS TOGETHER THE VOLUMES OF THE BASINS. WITH AN INFILTRATION RATE OF 0.8 INCHES PER HOUR, ALL BASINS WILL BE ABLE TO INFILTRATE WITHIN 48 HOURS. WATER QUALITY RAIN TURRETS ARE USED AS PRETREATMENT BEFORE STORM WATER ENTERS THE INFILTRATION BASINS. EROSION CONTROL INCLUDING RIP -RAP, EROSION CONTROL BLANKET, SILT FENCE, AND INLET PROTECTION WILL BE USED TO PROTECT THE INFILTRATION BASINS FROM SILT RUNOFF. z O a U W CONTOUR AREA VOLUME BETWEEN CENTRAL INFIL. BASIN Q� U 955 551 O m 0 956 2499 1525 > > 957 4582 3541 O O O 957.5 5661 2561 TOTAL: U > O 7626 z NORTH INFIL. BASIN Y 945 307 ♦ ^ w w z z 946 1145 726 TOTAL: Q W Q' 726 > J WEST INFIL. BASIN 0 953 982 W �V �H 954 2403 1693 w 955 3927 3165 Q Lu 955.5 4727 2164 TOTAL: 5329 EAST INFIL. BASIN O 954 187 tj O 955 1674 931 955.8 3207 1952 TOTAL: 1952 COMBINED VOLUME 15633 WITH AN INFILTRATION RATE OF 0.8 INCHES PER HOUR, ALL BASINS WILL BE ABLE TO INFILTRATE WITHIN 48 HOURS. WATER QUALITY RAIN TURRETS ARE USED AS PRETREATMENT BEFORE STORM WATER ENTERS THE INFILTRATION BASINS. EROSION CONTROL INCLUDING RIP -RAP, EROSION CONTROL BLANKET, SILT FENCE, AND INLET PROTECTION WILL BE USED TO PROTECT THE INFILTRATION BASINS FROM SILT RUNOFF. z O a U W O F - o �w�ww w� U wLu O w 2 � U Q� U Q O z O m 0 0 Q > > > > Q W O O O W Y'c") W M N M N M N M N M N Q N N N N N 00 Lo � WZ ♦^ O O Q W O O O W Y'c") of O i Hdid N � 0 o O o L N O U � N ivEc: 0 `�. � : �I a,—''a) L� 0-0 N —J E E Q C D)-0 L � a) ca O Q � c m c U O -2 U) O rlas)_ ILO cuC6U) 0- cn 0 zN ' I O U Lu N M z z DO C) 0 m Lo � WZ ♦^ J 00 �op N Q W m 0 W Y'c") 0. Q U > O .. z z Y - cD ♦ ^ w w z z rQ1'� /v//�♦� V♦ >ZW ?ZZ �M O Lu Q W Q' 2 > J 0 0 0 0 0 LL O U � N ivEc: 0 `�. � : �I a,—''a) L� 0-0 N —J E E Q C D)-0 L � a) ca O Q � c m c U O -2 U) O rlas)_ ILO cuC6U) 0- cn 0 zN O U Lu N M z z v / ` C) 0 Lo � WZ ♦^ J 00 �op N Q W z N WW Y'c") 0. Q U > IU co .. W X Q F= LL O"ZJwN ZwQ Q'N ♦ ^ w w z u) op ~co rQ1'� /v//�♦� V♦ >ZW ?ZZ �M V (nWO lLO OQ 0J� O~ co Z>> <5z QUW OJ W �V �H SHEET NO. Lu z z J J z Q wLu �z u zQ w ILD LLJ CSA z cn O Q LU U O 000 w J - c Q Lu m U _ O z tj O O u SHEET NO. s / Rim=942.48 T \ lnv.=9/4.58 \ � c- =94333 S \ R in=945.34 NInv.=941.51 \ � Rim=9J6.9/ \Inv p935.4/ S / 8" Sani./ W W ° Y �, Ni In I / 8" WMA / W •W WW a, 4^ 1,040 S.Y. OF EROSION CONTROL BLANKET li 'K � s \� 5 _ \ FES 36" CMP S 7 Elev.- 93255 - \ S - Rim=942.27 - Inv.=933/2 3 - \ \•\ S \\m=942.66 Rim=943 /7 Inv.=93286 INSTALL 276 LF OF DOUBLE LAYER Rim=94362 TEMPORARY SILT FENCE (552 LF TOTAL) W Inv=934.20 \ E Inv -9J4.20 D67F S Inv.=939.47 -EOF=946.50 \ \SOD GRASS\ _ \ 8" PVC SDR 35 Soni. � CP� 4,835 LF s \ \lk Rim= Inv. = 942.57 • ROCK CONSTRUCTION: Rim=946.34 Inv.=935.52 1990 S.Y. OF EROSION CONTROL BLANKET \ INSTALL 820 LF OF TEMPORARY SILT FENCE ,I- Rough location of trail - Rim=949.05 / Inv. =937.73 / Rim=948.16 -- "-' Inv. -93379 INSTALL 1042 LF \OF TEMPORARY SEDIMENT LOG Rim=950.44 v= In934. a� ♦��C�., � � �.\��► ,,� � < «yam �✓s s'��, o °mac / ;ill► ��.A�`.�•,!���4��``•.�♦��+��lO' � // / � --«,�a ►,fid©�,��'1����`���. ��;,�'�3s�/,����l,��I \.. �"`` A 41 INST �L 610 LF OF DOUBLE TEMPORARY SILT FENCE (1221 LF TOTAL) pal • : • • ► • ► : • ► . �il������. _ �� . e •MaTellIVE 1,640 S.Y. OF EROSION CONTROL BLANKET 9LW.W.W./+ . / \ / SOD GRASS /• W / \ 7W' / A / STANDARD SEED MIX W / W / i W / / / / / / 540 S.Y. OF EROSION CONTROL BLANKET / 'INSTALL 20 LF OF TEMPORARY SEDIMENT LOG / / / / / / / / / / / / / / / / / OF TEMPORARY SILT FENCE / / �4- N LEGEND: TEMPORARY ROCK CONSTRUCTION ENTRANCE 0 20' EROSION CONTROL BLANKET (3N) SCALE: 1" = 20' STANDARD SEED MIX W WWWWWWWWWWWWW INFILTRATION BASIN SEED MIX � v SODDED GRASS OR LANDSCAPED AREA ASF GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE FIBER -LOG ROLLS �� •`%� PROPOSED RIP RAP 984 PROPOSED CONTOUR E.O.F. EMERGENCY OVERFLOW \ TEMPORARY SEDIMENT FILTER- HIGH FLOW EROSION CONTROL NOTES: 1. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THE CONSTRUCTION/GRADING LIMITS SHOWN. 2. ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTION CONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS. CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALL PERMIT REQUIREMENTS. 3. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY DEMOLITION OR GRADING OPERATIONS AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE PERMIT. 4. CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROL MEASURES ON THE ENTIRE SITE AT LEAST EVERY 7 DAYS AND WITHIN 24 HOURS OF ANY MEASURABLE RAINSTORM. DAMAGED SILT FENCE OR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BE REPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OF DEVICES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO THE MPCA. 5. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. 6. THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BY THE CITY OF MONTICELLO AND THE MPCA. 7. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE DISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARY DISTURBED AREAS ARE RESTORED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EROSION CONTROL MEASURES, INCLUDING SILT FENCE AND BALES, UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAID AREAS. 9. ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFF-SITE AREA SHALL BE REMOVED DAILY. 10. THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BE INSTALLED PRIOR TO ANY GRADING OPERATION. 11. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADING IS COMPLETED IN ACCORDANCE TO MN/DOT 2575. 12. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEED MIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THE FOLLOWING SCHEDULE: STANDARD SEED MIX 25-131: 220 LB/AC. INFILTRATION BASIN SEED MIX 33-261: 35 LB/AC. FERTILIZER 22-5-10: 350 LB/AC. MULCH TYPE 3: 2 TONS/AC. 13. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWN AND NOT SHOWN ON PLANS DURING PHASING ON PROJECT TO COMPLY WITH MPCA, CITY INSPECTOR AND DEVELOPER REQUEST. APPROXIMATE EROSION CONTROL DEVICES • SILT FENCE: 4,835 LF • BIOLOG: 1,102 LF • ROCK CONSTRUCTION: 1 EACH • INLET PROTECTION: 18 EACH • EROSION CONTROL BLANKET (3N): 5,900 S.Y. • RIP RAP (CLASS 2) 54 C.Y. NOTE: AMOUNTS SHOWN DO NOT ACCOUNT FOR REPLACEMENT OR ADDITIONAL EROSION CONTROL BMPS FOUND TO BE NEEDED DURING CONSTRUCTION. Z O F- a U W U O i.--� o cl) cn w w U � O 2 w w Q� U 0� w w Q� U 0� Q U) O z �L=LOw LU CL o W m LU CL o LU CL 0 00 00 W O W W O Q W O O O 0 0� 0� W M N M N M N M N M N Q °0000 N N N N N 00 00 0 LU O O Q W O O O Z Y - O of Z� - Hdid N -3 -) -) OZ O � 0 N LL N ' I O v W � N M m 9) I C) 0 00 m 0 LU cn cz °° G opN Q W Z Z Y - O 2Z U > IU � wk .. W H Lai O U Q W 2 J 0 0 0 0 0 IL O U _ � N L O -o N M E C o JQ, -0 J 0, E E N M O ` Q C e`er cn >, M , - L t. }' Q 1= t m c C5 O �g N U� 0 rlas)_ O cv co :3- --U)dU 0 zN O v W � N M z 9) I C) 0 M L� W Cl) cn cz °° G opN Q W N WH WYr J a a U > IU � wk .. W H Lai O "Z J Zia WN Q'N wwZ U) 0y ~N rQ1'� /c/p� V♦ >Zw ?ZZ OM V WO Li a OMW 0J0�OO~ Z>> QUWwryV U SHEET NO. W � z cn Q WO� J �z U zQ O LU - � z O O LU U o U 00 U J _O cn LU DC O U m O W z O U SHEET NO. STORM WATER POLLUTION PREVENTION PLAN NARRATIVE: GENERAL INFORMATION THIS STORMWATER POLLUTION PREVENTION PLAN IS PREPARED IN ACCORDANCE TO THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NO. MN R1000001 FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. PROJECT NAME: MONTICELLO RESIDENTIAL SUITES LOCATION: ELM ST & 7TH ST W, MONTICELLO MN SHERBURNE COUNTY LAT/LONG: 45.301553, -93.809709 DESCRIPTION OF CONSTRUCTION ACTIVITY: DEVELOPMENT CONSISTS OF THE CONSTRUCTION OF A 4 -STORY APARTMENT BUILDING, GARAGE, ASPHALT PARKING, GRADING, UTILITY INSTALLATION, AND TURF ESTABLISHMENT. PROJECT CONTACTS PAT BRIGGS AND THE CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION. SWPPP PREPARATION: 5.97 SWPPP PREPARER: CHRISTOPHER DAHN 0.00 -BOGART, PEDERSON & ASSOCIATES TRAINING: ENGINEER AND SWPPP DESIGNER (EXP 2025) ADDRESS: 13076 FIRST STREET 3.86 BECKER, MN 53308 TELEPHONE: 763-262-8822 EMAIL; CDAHN@BOGART-PEDERSON,COM OWNER: TEMPORARY PUMP SEDIMENT CONTROL DEVICE EA OWNER CONTACT: PAT BRIGGS ADDRESS: P.O. BOX 719, BIG LAKE, MN 55309 TELEPHONE: (612)-919-1561 EMAIL; PAT@THEBRIGGSCOMPANIES.COM CONTRACTOR (TO BE FILLED OUT BY THE CONTRACTOR): BUSINESS NAME Z OWNER NAME Y MAILING ADDRESS W N �N CITY w w z TELEPHONE Z EMAIL � CONTACT NAME p LLJ MAILING ADDRESS 0' CITY J TELEPHONE 0 EMAIL 0 LL ESTIMATED DATES OF CONSTRUCTION: START DATE _/ / (TO BE FILLED IN BY CONTRACTOR) COMPLETION DATE _/ / (TO BE FILLED IN BY CONTRACTOR) PERMANENT STORMWATER DESIGN CALCULATIONS SEE THE STORM WATER MANAGEMENT REPORT FOR MORE INFORMATION. CONTACT BOGART, PEDERSON & ASSOCIATES FOR REPORT. PROPOSED FLOW RATE IS LIMITED THROUGH DIRECTING THE WATER NORTH TO A REGIONAL POND PREVIOUSLY SIZED. VOLUME CONTROL IS PROVIDED THROUGH 4 INFILTRATION BASINS ON SITE TO CONTAIN 1.1 INCHES OF RAINFALL OVER THE NEW IMPERVIOUS SURFACE. SOIL GROUP: A/B DESCRIPTION OF EROSION CONTROL ACTIVITY: EROSION CONTROL CONSISTS OF SILT FENCE PERIMETER CONTROL, TURF ESTABLISHMENT THROUGH SEEDING AND EROSION CONTROL BLANKET, AND ROCK CONSTRUCTION ENTRANCE PLACEMENT. CUMULATIVE IMPERVIOUS SURFACES AREA OF DISTURBANCE: 5.97 ACRES PRE -CONSTRUCTION IMPERVIOUS AREA: 0.00 ACRES POST CONSTRUCTION IMPERVIOUS AREA: 3.86 ACRES NEW IMPERVIOUS AREA: 3.86 ACRES RECEIVING WATERS: STORM WATER FROM THIS SITE WILL BE DISCHARGED TO THE CITY STORM SEWER WHICH IS DISCHARGED INTO A REGIONAL POND. PLANS AND SPECIFICATIONS THE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS: • THE PROJECT LOCATION AND CONSTRUCTION LIMITS. • LOCATIONS OF IMPERVIOUS SURFACES. • LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.). • STEEP SLOPE LOCATIONS. • LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S TO BE INSTALLED ON THE PROJECT. • THE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BMPS TO BE INSTALLED ON THE PROJECT. • IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. TEMPORARY SEDIMENT CONTROL PRACTICES DOWN GRADIENT SILT FENCE AND SEDIMENT LOG INSTALLATIONS ARE TO BE INPLACE PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK OPERATIONS. TOPSOIL IS TO BE WINDROWED ALONG THE CONSTRUCTION LIMITS AND PLACED AS SLOPE DRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADING OPERATIONS, AS THE GRADING OPERATIONS PROCEED. TOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA IS TO BE SPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN THE SLOPES SO AS TO PROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS. INSTALLATION OF MN/DOT CATEGORY 3 EROSION CONTROL BLANKET ALONG THE EMBANKMENT SLOPES ADJACENT THE WETLANDS AREA. ALL TEMPORARY SOILS STOCKPILES WILL REQUIRE AN EFFECTIVE MEANS OF SEDIMENT CONTROL SUCH AS AN EROSION CONTROL BLANKET COVERING OR SILT FENCE INSTALLATION ALONG THE TOE OF SLOPE. ALL COMPLETED SWALES SLOPES AND BOTTOMS NOT DRAINING TOWARDS WETLAND AREAS ARE TO BE STABILIZED WITHIN 7 DAYS. TEMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING OPERATIONS ARE SUSPENDED OR CEASED FOR A PERIOD OF 7 DAYS OR GREATER. A ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT THE PROJECT ENTRANCE ON ELM STREET. STREET SWEEPING OF THE PAVED SURFACES WILL BE REQUIRED AS DIRECTED BY THE ENGINEER. M 0 N TIMING OF EROSION CONTROL: SILT FENCE AND SEDIMENT LOGS WILL BE INSTALLED PRIOR TO CONSTRUCTION. RIPRAP AND FILTER BLANKET WILL BE PLACED AT THE OUTLETS WITHIN 24 HOURS OF THE OUTLET PLACEMENT THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS IMMEDIATELY FOLLOWING CONSTRUCTION WHEREVER CONSTRUCTION WILL NOT OCCUR FOR A PERIOD GREATER THAN OR EQUAL TO 7 DAYS. STABILIZATION WORK MUST BE COMPLETE WITHIN 7 CALENDAR DAYS AFTER THE CONSTRUCTION WORK IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. AREAS THAT ARE WITHIN 200 FT OF A PUBLIC WATER MUST BE STABILIZED WITHIN 24 HOURS OF COMPLETING CONSTRUCTION DURING PERIODS OF "WORK IN WATER RESTRICTIONS" FOR TIME PERIODS DECLARED BY THE DNR. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION IN ESTABLISHED ONCE VEGETATION IS ESTABLISHED AND CONSTRUCTION IS COMPLETE, THE SILT FENCE AND ANY OTHER TEMPORARY EROSION CONTROL THAT IS NOT BIODEGRADABLE SHALL BE REMOVED. STREET SWEEPING TO BE PROVIDED AS DIRECTED BY THE ENGINEER OR OWNER. THE CITY REQUIRES STREET SWEEPING TO OCCUR WITHIN 8 HOURS OF NOTICE FROM THE CITY. APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES IS NOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE. BLANKETS OR OTHER APPROVED, BY THE ENGINEER, METHOD SHALL BE USED. u�y�xars.��r_vu>t•ranrrana►�y�_zar►•irri� THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING THE WORK OF ALL OPERATIONS, INCLUDING SUBCONTRACTORS AND UTILITY COMPANIES, SUCH THAT EROSION AND SEDIMENT CONTROL MEASURES ARE FULLY EXECUTED FOR EACH OPERATION AND IN A TIMELY MANNER OVER THE DURATION OF THE PROJECT. OPERATORS HAVE DAILY ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE SWPPP IMPLEMENTATION UNTIL THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION AND N.O.T HAS BEEN SUBMITTED TO THE MPCA. THE CONTRACTOR IS TO PROVIDE A TRAINED INDIVIDUAL RESPONSIBLE FOR THE IMPLEMENTATION, INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BMPS ON THE PROJECT. THAT INDIVIDUAL IS TO BE IDENTIFIED AT THE PRE -CONSTRUCTION CONFERENCE AND LISTED IN THE MINUTES THEREOF. THE APPOINTED INDIVIDUAL IS TO PERFORM A ROUTINE INSPECTION OF THE ENTIRE SITE AT LEAST ONCE EVERY SEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. A INSPECTION FORM WILL BE PROVIDED BY THE CONTRACTOR. ANY DEFICIENCIES IN THE EROSION AND SEDIMENT CONTROL BMPS ARE TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF THE NEXT BUSINESS DAY. PERIMETER CONTROL DEVICES ARE TO BE REPAIRED OR REPLACED WHEN THEY ARE NO LONGER EFFECTIVE OR WHEN THE SEDIMENT REACHES ONE-HALF THE HEIGHT OF THE DEVICE. TRAINING DOCUMENTATION: SWPPP IMPLEMENTATION, REVISING, AMENDING, AND INSPECTING (TO BE FILLED IN BY THE CONTRACTOR) NAME OF INDIVIDUAL OVERSEEING & INSPECTING DATE OF TRAINING NAME OF INSTRUCTOR ENTITY PROVIDING TRAINING CONTENT OF TRAINING TOTAL HOURS OF TRAINING BMP INSTALLATION, MAINTENANCE, AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR) NAME OF INDIVIDUAL OVERSEEING & INSPECTING DATE OF TRAINING NAME OF INSTRUCTOR ENTITY PROVIDING TRAINING CONTENT OF TRAINING TOTAL HOURS OF TRAINING POLLUTION PREVENTION FERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOIL TO MINIMIZE EXPOSURE TO STORMWATER RUNOFF. ONSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF FUEL OR CHEMICALS IS TO BE IMMEDIATELY CLEANED UP REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE TO STATE AND LOCAL REGULATIONS MAJOR SPILLS ARE TO BE REPORTED TO THE MPCA 24 HOUR NOTIFICATION NETWORK AT 800 422 0798. ALL VEHICLES ON-SITE ARE TO BE MONITORED FOR LEAKS AND SUBJECT TO ROUTINE PREVENTIVE MAINTENANCE EFFORTS TO REDUCE THE LIKELIHOOD OF LEAKAGE AND OR SPILLS. l.�:ir_� 3r�ya�irr_va-�►��c��r:�yzyurri�y_v��r.>t 3��:z.�•a.�az.�r�yrr�a�u>taairiaz.��ra �sa���a:��-� �_�y CONCRETE BATCH TRUCKS WILL NOT BE ALLOWED TO DISCHARGE DRUM AND CHUTE WASHOUT DIRECTLY ON THE GROUND. A PORTABLE WASHOUT RECEPTACLE IS TO BE PROVIDED BY THE CONTRACTOR AT THE LOCATION AS PROVIDED BY THE OWNER. FINAL STABILIZATION FINAL STABILIZATION OCCURS WHEN 70 PERCENT OF THE PERVIOUS AREA IS COVERED WITH UNIFORM, PERMANENT VEGETATION. ALL TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES ARE TO BE REMOVED AND THE NPDES NOTICE OF TERMINATION IS TO BE PREPARED AND SUBMITTED TO THE MPCA. LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN DESCRIPTION TITLE LOCATION EROSION CONTROL DETAILS CONSTRUCTION DETAILS C16 EROSION CONTROL LOCATIONS EROSION CONTROL LOCATIONS C9 24 HOUR MPCA EMERGENCY NOTIFICATION: TELEPHONE NUMBERS: 651-649-5451 800-422-0798 ESTIMATED QUANTITIES THE FOLLOWINGUIRED FOR SEDIMENT CONTROL UANITITES IS AN ESTIMATED PRELIMINARY AMOUNT REQUIRED Q BMP'S AT THE START OF THE PROJECT. THIS ESTIMATE IS PROVIDED AS REQUIRED BY THE MINNESOTA POLLUTION CONTROL AGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ANY ADDITIONAL AND/OR REPLACEMENT BMP'S QUANTITIES WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. Q ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT: 0- W o Lo ITEM UNIT ESTIMATED INITIAL QUANTITY TEMPORARY CONSTRUCTION EXIT EA 1 TEMPORARY SEDIMENT FILTER EA 18 TEMPORARY CONCRETE WASHOUT EA 1 TEMPORARY PUMP SEDIMENT CONTROL DEVICE EA 1 TEMPORARY SEDIMENT LOGS LF 1,102 TEMPORARY SILT FENCE LF 4,835 EROSION CONTROL BLANKET (3N) SY 5,900 TEMPORARY EROSION AND SEDIMENT CONTROL SPECIFICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. PREVENTION OF SEDIMENTATION OF WATERWAYS, OPEN DRAINAGE WAYS, AND STORM AND SANITARY SEWERS DUE TO CONSTRUCTION ACTIVITIES. 1.02 REFERENCE STANDARDS A. GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. MINNESOTA PERMIT NO: MN R100001. 1.03 PERFORMANCE REQUIREMENTS A. COMPLY WITH ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY FOR EROSION AND SEDIMENT CONTROL. B. DO NOT BEGIN CLEARING, GRADING, OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACE COVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED; FURNISH ALL DOCUMENTATION REQUIRED TO OBTAIN APPLICABLE PERMITS. 1. OBTAIN AND PAY FOR PERMITS REQUIRED BY AUTHORITY HAVING JURISDICTION. C. TIMING: PUT PREVENTIVE MEASURES IN PLACE PRIOR TO DISTURBANCE OF SURFACE COVER AND BEFORE PRECIPITATION OCCURS. D. EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIES CAUSED BY WATER LEAVING THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THIS PROJECT. 1. PREVENT TRACKING OF MUD ONTO PUBLIC ROADS OUTSIDE SITE. 2. PREVENT MUD AND SEDIMENT FROM FLOWING ONTO PAVEMENTS. E. SEDIMENTATION OF WATERWAYS OFF SITE: PREVENT SEDIMENTATION OF WATERWAYS OFF THE PROJECT SITE, INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS, AND SANITARY SEWERS. 1. IF SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TO OWNER; REMOVE DEPOSITED SEDIMENTS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. F. MAINTENANCE: MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVE BEEN ESTABLISHED. PART 2 PRODUCTS 2.01 MATERIALS A. TEMPORARY SILT FENCE: WOVEN POLYPROPYLENE GEOTEXTILE RESISTANT TO COMMON SOIL CHEMICALS, MILDEW, AND INSECTS; NON -BIODEGRADABLE; IN LONGEST LENGTHS POSSIBLE; FABRIC INCLUDING SEAMS WITH THE FOLLOWING MINIMUM AVERAGE ROLL LENGTHS: 1. AVERAGE OPENING SIZE: 20 U.S. STD. SIEVE, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4751. 2. PERMITTIVITY: 0.05 SEC^ -1, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4491. 3. ULTRAVIOLET RESISTANCE: RETAINING AT LEAST 70 PERCENT OF TENSILE STRENGTH, WHEN TESTED IN ACCORDANCE WITH ASTM D4355/D4355M AFTER 500 HOURS EXPOSURE. 4. TENSILE STRENGTH: 100 LB -F, MINIMUM, IN CROSS -MACHINE DIRECTION; 124 LB -F, MINIMUM, IN MACHINE DIRECTION; WHEN TESTED IN ACCORDANCE WITH ASTM D4632. 5. ELONGATION: 15 TO 30 PERCENT, WHEN TESTED IN ACCORDANCE WITH ASTM D4632. 6. TEAR STRENGTH: 55 LB -F, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4533. 7. COLOR: MANUFACTURER'S STANDARD, WITH EMBEDMENT AND FASTENER LINES PREPRINTED. 8. SILT FENCE POSTS: ONE OF THE FOLLOWING, MINIMUM 5 FEET LONG: a. STEEL U- OR T -SECTION, WITH MINIMUM MASS OF 1.33 LB PER LINEAR FOOT. b. SOFTWOOD, 4 BY 4 INCHES IN CROSS SECTION. C. HARDWOOD, 2 BY 2 INCHES IN CROSS SECTION. B. TEMPORARY SEDIMENT LOGS: FILTER LOGS SHALL CONSIST OF TYPE WOOD FIBER BIOROLLS AND THE REQUIREMENTS OF MNDOT SPEC. 3897. 1. SHALL BE ONE OF THE FOLLOWING. a. SHALL BE SILTSOXX PERIMETER CONTROL BY FILTREXX, INC., OR EQUAL. C. TEMPORARY SEDIMENT FILTER. 1. SHALL BE ONE OF THE FOLLOWING. a. DROP-IN SEDIMENT FILTER UNIT THAT INSERTS INTO THE INLET. 1) SHALL BE FLEXSTORM PURE: PERMANENT INLET FILTER BY ADS, INC., OR EQUAL. (a)PROVIDE CURB OPENING PROTECTION FOR EXISTING INLETS WITH CURB OPENINGS. D. TEMPORARY ROCK CONSTRUCTION ENTRANCE. 1. ROCK SHALL BE CLEAN 1 TO 2 INCH WASHED ROCK. E. TEMPORARY SLOPE EROSION PROTECTION. 1. SHALL BE ONE OF THE FOLLOWING. a. EROSION CONTROL BLANKET. 1) SHALL CONSIST OF A UNIFORM WEB OF INTERLOCKING STRAW OR WOOD FIBERS SANDWICHED BETWEEN AN ATTACHED TOP AND BOTTOM LAYER OF NET BACKING. 2) THE NETTING SHALL BE BIODEGRADABLE CONTAINING SUFFICIENT UV STABILIZATION FOR BREAKDOWN TO OCCUR WITHIN A NORMAL GROWING SEASON. 3) STAPLES USED TO ANCHOR THE BLANKETS SHALL BE U -SHAPED, 11 GAUGE OR HEAVIER STEEL WIRE HAVING A SPAN WIDTH OF 1 INCH AND A LENGTH OF 8 INCHES OR MORE FROM TOP TO BOTTOM AFTER BENDING. 4) THE EROSION CONTROL BLANKETS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE: (a)GEO-SYNTHETICS, INC., - LANDLOK 52. (b)NORTH AMERICAN GREEN - S150. (c)OR EQUAL. b. BONDED FIBER MATRIX. 1) THE FIBERS SHALL BE COMPOSED OF 100% WOOD OR WOOD BY-PRODUCTS. A MINIMUM OF 25% OF THE FIBERS SHALL AVERAGE 10.16 MM (0.4 INCHES) IN LENGTH AND 50% OR MORE SHALL BE RETAINED ON A CLARK FIBER CLASSIFIER 24 MESH SCREEN. FIBERS SHALL BE COLORED WITH A WATER SOLUBLE, NON-TOXIC DYE, TO AID IN UNIFORM APPLICATION OVER THE SITE. 2) THE BINDER SHALL BE A HYDRO COLLOID BASED (GUAR GUM) WITH ADDED SLOW-RELEASE AND AGRICULTURAL BASED FERTILIZERS. THE BINDER SHALL NOT DISSOLVE OR DISPERSE UPON REWETTING. 3) THE BFM SLURRY SHALL DRY TO FORM A CRUST APPROXIMATELY 3-6 MM (1/8 TO 1/4 INCHES) THICK ADHERING TO THE SOIL SURFACE. 4) THE MOISTURE CONTENT OF THE MATRIX SHALL BE 12% +/- 3% BY WEIGHT. 5) THE MATRIX SHALL CONSIST OF MATERIALS THAT ARE 100% BIODEGRADABLE AND 100% BENEFICIAL TO PLANT LIFE. 6) THE MATRIX SHALL PROVIDE 100% CONTINUOUS COVERAGE AND SHALL HAVE NO HOLES GREATER THAN 1MM IN SIZE. 7) THE HYDRATED MIXTURE DENSITY SHALL BE APPROXIMATED BY A SLUMP TEST PRIOR TO APPLICATION. 8) THE BFM MULCH: WATER RATIO SHALL BE AS MANUFACTURER RECOMMENDATIONS. THE MINIMUM BFM MULCH TO WATER RATIO IS 50LBS BFM MULCH AND 100 GALLONS WATER. THE WATER RATE WILL VARY BETWEEN 100 GALLONS AND 125 GALLONS PER 50LBS, DEPENDING ON WHICH OF THE PRODUCTS IS USED. 9) THE BONDED FIBER MATRIX MULCH PRODUCTS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE. (a)ECOAEGIS - MANUFACTURED BY CANFOR. (b)SOIL GUARD - MANUFACTURED BY MAT, INC. (c)CONWED 3000 - MANUFACTURED BY CONWED FIBERS, INC. F. TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1. NON -WOVEN GEOTEXTILE FABRIC SEWN INTO A BAG USING A DOUBLE NEEDLE MACHINE AND HIGH STRENGTH THREAD. a. SEAMS SHALL HAVE AN AVERAGE WIDTH STRENGTH OF 60LB/INCH AS PER ASTM D4883 AND MEET OR EXCEED THE FOLLOWING. 1) GRAB TENSILE OF 205 LBS AS PER ASTM D 4632. 2) PUNCTURE OF 110 LBS AS PER ASTM D 4833. 3) FLOW RATE OF 95 GAL/MIN/SF AS PER ASTM D 4491. 4) PERMITTIVITY OF 1.5 SEC -1 AS PER ASTM D 4491. 5) MULLEN BURST STRENGTH OF 350 PSI AS PER ASTM D 3786. 6) AOS% OF 80% US SIEVE AS PER ASTM D 4751. 2. SPOUT LARGE ENOUGH TO ACCOMMODATE A 4 INCH DISCHARGE HOSE WITH STRAP TO TIE UNIT CLOSED. 3. SHALL BE ONE OF THE FOLLOWING. a. DIRTBAG. 1) ACF ENVIRONMENTAL, INC., 2831 CARDWELL ROAD, RICHMOND, VIRGINIA 23234, 800-448-3636. b. DANDY DEWATERING BAG. 1) DANDY PRODUCTS, INC., P.O. BOX 1980, WESTERVILLE, OHIO 43086, 800-591-2284. c. OR EQUAL. PART 3 EXECUTION 3.01 PREPARATION A. SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME. B. THE CONSTRUCTION SITE OPERATOR SHALL FOLLOW ALL REQUIREMENTS OF THE MINNESOTA STORMWATER PERMIT NO. MN R100001. C. THE CONTRACTOR SHALL COMPLETE AND SIGN THE NOTICE OF INTENT, OBTAIN THE OWNER'S SIGNATURE, AND SUBMIT TO THE MPCA. 1. PROVIDE A SIGNED COPY TO THE OWNER. 3.03 INSTALLATION A. TEMPORARY ROCK CONSTRUCTION ENTRANCE. 1. THE ROCK AREA SHALL BE A MINIMUM OF 6 INCHES DEEP, EXTEND THE FULL WIDTH OF THE EGRESS AREA AND SHALL BE AT LEAST 50FT LONG, HOWEVER, LONGER ENTRANCES MAY BE REQUIRED TO ADEQUATELY CLEAN THE TIRES. 2. GEOTEXTILE FABRIC MAY BE USED TO PREVENT MIGRATION OF MUD FROM THE UNDERLYING SOIL INTO THE ROCK. B. TEMPORARY SILT FENCES: 1. STORE AND HANDLE FABRIC IN ACCORDANCE WITH ASTM D4873. 2. USE NOMINAL 30 INCH HIGH BARRIERS, MINIMUM 60 INCH LONG POSTS SPACED AT 6 FEET MAXIMUM SPACING. 3. EMBED BOTTOM OF FABRIC IN A TRENCH ON THE UPSLOPE SIDE OF FENCE, WITH 6 INCHES OF FABRIC LAID FLAT ON BOTTOM OF TRENCH FACING UPSLOPE; BACKFILL TRENCH AND COMPACT. 4. MINIMUM POST EMBEDMENT. a. STEEL POST = 24 INCHES, MINIMUM. b. WOOD POST = 18 INCHES, MINIMUM. 5. DO NOT SPLICE FABRIC WIDTH; MINIMIZE SPLICES IN FABRIC LENGTH; SPLICE AT POST ONLY, OVERLAPPING AT LEAST 18 INCHES, WITH EXTRA POST. 6. FASTEN FABRIC TO WOOD POSTS USING ONE OF THE FOLLOWING: a. FOUR NAILS PER POST WITH 3/4 INCH DIAMETER FLAT OR BUTTON HEAD, 1 INCH LONG, AND 14 GAGE, 0.083 INCH SHANK DIAMETER. b. FIVE STAPLES PER POST WITH AT LEAST 17 GAGE, 0.0453 INCH WIRE, 3/4 INCH CROWN WIDTH AND 1/2 INCH LONG LEGS. 7. FASTEN FABRIC TO STEEL POSTS USING WIRE, NYLON CORD, OR INTEGRAL POCKETS. C. TEMPORARY SEDIMENT LOGS: 1. PERIMETER CONTROL SHOULD BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHER DISTURBED AREA. 2. STAKES SHOULD BE INSTALLED THROUGH THE MIDDLE OF THE PERIMETER CONTROL ON 10 FT CENTERS, USING 2 IN BY 2 IN BY 3 FT WOODEN STAKES. IN THE EVENT STAKING IS NOT POSSIBLE, I.E., WHEN PERIMETER CONTROL IS USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE PERIMETER CONTROL TO HELP STABILIZE DURING RAIN EVENTS. D. TEMPORARY SEDIMENT FILTERS. 1. DROP-IN SEDIMENT TRAP. a. PLACE AS RECOMMENDED BY THE MANUFACTURER. E. TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. F. TEMPORARY SLOPE EROSION PROTECTION. 1. PLACE AT ANY AND ALL FINISH SLOPES THAT ARE STEEPER THAN 10H:1 V. 2. SEED AND FERTILIZE PER SPECIFICATION 32 9219 PRIOR TO INSTALLING TEMPORARY SLOPE EROSION PROTECTION. 3. BONDED FIBER MATRIX. a. INSTALL THE BFM AS PER THE MANUFACTURER'S INSTRUCTIONS WITH THE FOLLOWING MINIMUM GUIDELINES. 1) THE BFM SHALL BE APPLIED WITH HYDRAULIC SPRAY EQUIPMENT BY A MANUFACTURER'S CERTIFIED APPLICATOR. 2) APPLICATION SHALL BE DONE AT LEAST 24 HOURS IN ADVANCE OF PROJECTED RAINFALL TO ALLOW THE BFM MULCH ADEQUATE TIME TO DRY. 3) THE BFM MULCH SHALL BE APPLIED IN TWO STAGES (ONE-HALF RATE) WITH AMPLE TIME TO DEWATER THE FIRST APPLICATION. 4) THE BFM MULCH SHALL BE APPLIED FROM AT LEAST TWO ALTERNATE DIRECTIONS, PREFERABLY 90 DEGREES APART, IF POSSIBLE, TO ENSURE ALL SOIL FACES ARE COVERED. 5) THE INSTALLATION RATE OF THE BFM MULCH SHALL BE 3500 LBS PER ACRE, MINIMUM AND 100% COVERAGE. 4. EROSION CONTROL BLANKET. a. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. 3.04 MAINTENANCE A. INSPECT PREVENTIVE MEASURES WEEKLY, WITHIN 24 HOURS AFTER THE END OF ANY STORM THAT PRODUCES 0.5 INCHES OR MORE RAINFALL AT THE PROJECT SITE, AND DAILY DURING PROLONGED RAINFALL. B. REPAIR DEFICIENCIES IMMEDIATELY. C. TEMPORARY SILT FENCES: 1. PROMPTLY REPLACE FABRIC THAT DETERIORATES UNLESS NEED FOR FENCE HAS PASSED. 2. REMOVE SILT DEPOSITS THAT EXCEED ONE-THIRD OF THE HEIGHT OF THE FENCE. 3. REPAIR FENCES THAT ARE UNDERCUT BY RUNOFF OR OTHERWISE DAMAGED, WHETHER BY RUNOFF OR OTHER CAUSES. D. TEMPORARY CONSTRUCTION EXIT. 1. PERIODIC ADDITION OF ROCK, OR REMOVAL AND REPLACEMENT OF PAD SHALL BE PROVIDED AS VOIDS BECOME FILLED WITH SOIL. E. TEMPORARY PUMPED SEDIMENT CONTROL DEVICE. 1. REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE. F. PLACE SEDIMENT IN APPROPRIATE LOCATIONS ON SITE; DO NOT REMOVE FROM SITE. 3.05 CLEANUP A. REMOVE TEMPORARY MEASURE AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED. B. WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TO AN ACCEPTABLE GRADE AND FINISH TO MATCH ADJACENT GROUND SURFACES. END OF SECTION MISSISSIPPI RIVER (IMPAIRED WATER) SITE LOCATION 1 MILE RADIUS IMPAIRED WATERS MAP RI hAarttic�ge r nµntry [I uh f3ialr COLirse Rd 0.5 MI r - 4ti +o O�"•s - ea�41 �L a it �tiapfiaii AVE Monticelli Z O F- a D-' U U WZ) U O o W U w w O H U 0'- U w U W g w w H U 0� w � H U 0� Q U O Z_ 0- W o Lo m � 0- o Lo 0- o Lo - � W O W W 00 0 12� U 12� 12� W M N M N M N M N M N Q 0 N m 0 N rn 0 N m 0 N cm o 0 N r- � - - 0o rn rn o 0 00 0 0 0 W Yco 0Y O M N 0 N a 0 d d g I U 0- co O O 6 Lo N 0 M N O U � N O N cv E c o A. 0 �J V U - LL� O '` O o aEEc Ln >, m 0 L _ Q a. N C5 O og r U) O r_las) m:3O �U)dW G7 _N m 0 zN Lu O v N M IT Q uj O DO �z 00 o 0 - M Loj- �A WZ °° 2 N 00 m 0 W W Yco a QU w r� .� - Z Z Y - O W N �N U w w z U) op ~ Z >�ZJW Z�M?Z0 � V p LLJ Q W 0' 2 J 0 0 0 0 0 LL O U � N O N cv E c o A. 0 �J V U - LL� O '` O o aEEc Ln >, m 0 L _ Q a. N C5 O og r U) O r_las) m:3O �U)dW G7 _N m 0 zN Lu O v N M IT Q uj O ♦♦^^ z �z 00 o 0 - M Loj- �A WZ °° 2 N Q W �o N W H W Yco a QU w r� .� - Of W mQ F LL O Z J zw< W N �N U) w w z U) op ~ rQ1'� V) >�ZJW Z�M?Z0 � V U iUwo0� "~ ryV >O Z>QM W OHJ O U SHEET NO. C�Si �7 Lu a z V) Lu z Q uj O �z u zQ Lu 5 O Lu U o O �7 U uj O U co O z O u SHEET NO. C�Si �7 Lu a z V) EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE PLACEMENT 121N BEYOND EDGE OF PAVEMENT EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE WHEN ADJACENT TO EXISTING OR NEW TURF PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN ADJACENT TO EXISTING OR NEW TURF ' R7-1 (MODIFIED) R7 8M 121Nxl8IN ZO } ~ w w w 121Nx181N WHITE ON BLUE w a U w > > > WHITE ON BLUE 4" CONCRETE O O w 8 " DIA. REINFORCING STEEL 2" BITUMINOUS WEAR COURSE U) � 0� > R7-8bP SPACED AT 181N ON CENTER EACH WAY 2" BITUMINOUS BASE COURSE wZ) U U U 121Nx6IN U) 0'- g 0� 0� WHITE ON BLUE TACK-CIOAT LU w U w U a INCH STEEL CAP WELDED a INCH STEEL CAP WELDED ° ° ° d ° ° ° 12" O Z p w m p w p w AND GROUND SMOOTH AND GROUND SMOOTH a ° ,° ° 12,. ° ° � L LU LU � w wLu O w 0 0� U) 0� 0� 6O 18 18" COMPACTED SUBGRADE 4" CLASS 5 AGGREGATE BASE 8" CLASS 5 AGGREGATE BASE � / / j /\\ \/ �\\ \\/ / \/ \\/ /\\\ \ / \ \ \ / co 0 co 0 co 0 co 0 co 0 6O" 24 Q N (D N N N N 6"MIN. SCARIFY AND COMPACTED SUBGRADE 12" SELECT GRANULAR BORROW � � N o 42" 42" w rn rn o o FINISHED GROUND LINE FINISHED GROUND LINElo� W � CONCRETE SIDEWALK BITUMINOUS PAVEMENT SECTION N O 6 INCH SCHEDULE N.T.S. N.T.S. J U W O N a 6 INCH SCHEDULE 40 STEEL PIPE o 0 40 STEEL PIPE CONCRETE FILLED a N CONCRETE FILLED 48" 48" CONCRETE m CONCRETE 'WHITE' MARKING ----,..m D m W z Y - z 3:O U EXTEND SUBGRADE PREPARATION AND AGGREGATE BASE w LL a a a PLACEMENT 121N BEYOND EDGE OF PAVEMENT WHEN Q W � 2 J 18 If—� � " � 18��18" L L ADJACENT TO EXISTING OR NEW TURF 0 0 0 V 0 u- 00 NO PARKING SIGN SITE ACCESSIBLE SIGN U O �_ C14 1/21N DIA. REINFORCING STEEL D=6" REINFORCED CONCRETE �� SPACED AT 181N ON CENTER D/2= 3" o amiLo NOTE: EACH WAY 9 c 1. L= DIMENSIONS AS SHOWN ON PLANS BLUE' MARKING ADJACENT TO ACCESSIBLE PARKING 6' TYP � � 3 � _0 v J2 J O Z CENTER OF STRIPE TO CENTER OF � STRIPE d a ° ° U) - ` U J NOTE: ° a N 1. ALL POSTS AND ANCHORS SHALL BE 2. STRIPE WIDTH SHALL BE 41N. a E 12 GAUGE WITH HOLES ON ALL coL 0 FOUR SIDES 2. SIGNS SHALL BE IN ACCORDANCE 3. STRIPING ADJACENT TO ACCESSIBLE SUBGRADE m "T� o PARKING SPACES SHALL BE BLUE MIN 12" WITH THE MINNESOTA MANUAL ON 6" CLASS 5 AGGREGATE BASE TYP• ca O UNIFORM TRAFFIC CONTROL U DEVICES 1` Q c: U O 02 D O Q O Na) Q O m i N 7 ff11L �r�/^+� // L in LL VJ VJ C6 /�� 0 SITE SIGNAGE WITH BOLLARD PAINTED PAVEMENT MARKINGS CONCRETE PAVEMENT SECTION N.T.S. N.T.S. N.T.S. z N O 604 M v / ` C) O CONSTRUCTION SEQUENCING: GENERAL NOTES: �� 1. PERFORM CONTINUOUS INSPECTIONS OF EROSION 1. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES (IN ACCORDANCE WITH A .. 00 CONTROL PRACTICES. MnDOT GENERAL CONDITIONS 2573) PRIOR TO THE START OF ANY CONSTRUCTION W °D OPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE. Q Lu N 2. INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITE DOWELED ISOLATION JOINT W w Yco TO PREVENT SEDIMENT FROM LEAVING THE SITE DURING 2. INSTALL STORM DRAIN INLET PROTECTION TO PREVENT CLOGGING OF THE STORM U THE CONSTRUCTION PROCESS. SEWER AND SEDIMENT LOADS TO DOWNSTREAM STORM WATER FACILITIES OR HAND RAIL A cU a, > m 3. ALL DOWNGRADIENT PERIMETER SEDIMENT -CONTROL WATERBODIES. REINFORCE PER CONCRETE SIDEWALK DETAIL 10„ x X w < O w F BMPS MUST BE IN PLACE BEFORE ANY UP GRADIENT 3. IF THE STORMWATER BMP IS BEING DESIGNED TO SERVE AS A TEMPORARY Lu (D Z -i w N LAND -DISTURBING ACTIVITY BEGINS. SEDIMENT BASIN, GRADE THE BMP TO WITHIN THREE (3) FEET OF FINAL GRADE TO t 1" 3 O Z w F- F- 00 PROTECT THE UNDERLYING MATERIAL FROM CLOGGING. ONCE CONSTRUCTION IN 12" w w Z U)00 Z w 4. REMOVE TOPSOIL FROM THE SITE AND PLACE IN THE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED AND THE SITE IS STAIR NOSING WITH > TEMPORARY STOCKPILE LOCATION. TEMPORARY SEED STABILIZED, EXCAVATE THE INFILTRATION BASIN TO FINAL GRADE AND COMPLETE ANCHOR INTEGRALLY ? Z � Z � M U) r.0 THE STOCKPILE. CONSTRUCTION OF THE BMP. CAST TO UNDERSIDE Lu � cO ti O p 5. INSTALL UNDERGROUND UTILITIES (WATER, SANITARY 4. GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USING RISER PER CIVIL DRAWINGS TOP OF CHEEK WAL -1 W od Q Z W U w SEWER, ELECTRIC AND PHONES) TAKING THE LOCATION LOW -IMPACT EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF THE 12� —TREAD DEPTH PER PLANS AND FUNCTION OF STORM WATER BMPS INTO UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER NO. 5 REBAR @ 12" O.C. EACH CONSIDERATION. TRACKS ARE RECOMMENDED. DOWELED ISOLATION JOINT 10" REINFORCE PER CONCRETE SIDEWALK DETAIL 7. SEED AND MULCH DISTURBED AREAS ON SITE. 5. EXCAVATE THE INFILTRATION BASIN TO THE SPECIFIED DEPTH (ELEVATION). IT IS RECOMMENDED THAT ALL SUB MATERIAL BELOW THE SPECIFIED ELEVATION�/_ BOTTOM OF CHEEK WALL " `''. '�.. • " ' ^ r 8. CONSTRUCT THE ROADS TAKING THE LOCATION AND SHALL BE LEFT UNDISTURBED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. (ELEVATION PER PLAN) U�24"MINIMUM 24"� FUNCTION OF STORM WATER BMPS INTO CONSIDERATION. I co 6. GRADE TO THE DEPTH (ELEVATION) SPECIFIED IN THE CONSTRUCTION 12" 9. PERFORM ALL OTHER SITE IMPROVEMENTS TAKING THE DOCUMENTS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. LOCATION AND FUNCTION OF THE STORM WATER BMPS 6" INTO CONSIDERATION. 7. IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING ORW NO. 5 FULL WIDTH STEPS. Z IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL WILL NEED TO BE ALL FILL SHALL BE AGGREGATE EF PROVIDE DE 3 3" " OF CLEARANCE FROM EDGE 12" 12" 10. FINAL GRADE THE SITE. REMOVED FROM THE BASIN PRIOR TO INITIATING THE NEXT STEP IN THE BASE MATERIAL OF CONCRETE CONSTRUCTION PROCESS. SEDIMENT THAT HAS BEEN WASHED INTO THE BASIN 11. STABILIZE THE SITE BY IMPLEMENTING THE NATIVE DURING THE EXCAVATION PROCESS CAN SEAL THE PERMEABLE MATERIAL, SEEDING AND PLANTING PORTION OF THE LANDSCAPING SIGNIFICANTLY REDUCING THE INFILTRATION CAPACITY OF THE SOILS. PLAN. J W :38. SEEDING AND INSTALLATION OF EROSION CONTROL BLANKET SHALL BE Q _ O 12. INSTALL THE EROSION CONTROL BLANKET COMPLETED WITHIN 48 HOURS OF FINAL GRADING. HAND RAIL z U 13. REMOVE THE SILT FENCE AFTER THE SITE IS STABILIZED 9. INFILTRATION AREA SHALL BE STAKED OFF DURING CONSTRUCTION TO RESTRICT z Q a--+ PER PROJECT ENGINEER APPROVAL. HEAVY EQUIPEMENT TRAFFIC FROM COMPACTING NATIVE SOILS. W a 0 NOTE: 36.. NO. 5 REBAR @ 12" O.C. TO REBAR IN STEPS) Vi O Lu 0 SEE GRADING AND EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION ON CHEEK WALL PROVIDE 3" CLEAR FROM EDGES W U LOCATION OF INLET STRUCTURES, EMERGENCY OVERFLOW, ELEVATIONS, ETC. = W EMERGENCY OVERFLOW RIP RAP N (PER GRADING PLAN) 1'U (PER GRADING PLAN) OUTLET STRUCTURE IN SLOPE 2' MIN. RISERS PER CIVIL DRAWINGS J O (SEE UTILITY PLAN) s MIN. DETAIL SHOWN IS TYPICAL SEE W ^/ 00.7 EROSION CONTROL BLANKET (STRAW, CATEGORY 3N) cC U co SLOPE PER GRADING PLAN BOTTOM OF CONCRETIl GRADING PLAN FOR ACTUAL /� • �� / FLARED END SECTION —24"--12'J NUMBER OF STEPS O \ (PER UTILITY PLAN) /\ \\ �\ z RIP RAP INLET PROTECTION SEEDING WITH SEED MIX /\ O U d d (SEE GRADING PLAN) 33-261 (35 LB/AC) d d �/ \ \ ° e d d / ALL FILL SHALL BE AGGREGATE \r AA BASE MATERIAL < / d A d d < d d SHEET NO.d � / / / / / / /\ /\ /\ //\ �\ /\ �\ �\ �\ \ d A d d < � SECTION A • INLET PIPE OUTLET PIPE UNCOMPACTED NATIVE PERMEABLE SOILS CONCRETE STEPS WITH CHEEK WALLS (WITH RAILINGS) INFILTRATION BASIN STAIRS (WITH CHEEK WALLS & RAILINGS) N.T.S. N.T.S. METHOD FOR TREATING EDGES EXPOSED TO SURFACE SHEET FLOW EDGES EXPOSED TO SURFACE EDGES NOT EXPOSED TO FLOW SHALL HAVE THE SURFACE FLOW DO NOT NEED r - OUTSIDE 2 BLOCKS RECESSED TO BE RECESSED 0 12 INTO THE SUBGRADE AT 45 — .... DEGREE ANGLE -1� SUBGRADE WITH SITE SPECIFIC SEED MIX LEADING EDGE ANCHOR TRENCH AND OVERLAP SEAMS PERPENDICULAR TO FLOW DOWN CHANNEL FLEXAMAT STANDARD ABUTMENT METHOD FOR WIDER THAN 16' INFILL OVERLAPPED MAT WITH FLOW PANELS ARE SHINGLED 18" PLAN VIEW OUT"^^DTMVAR'E SPECIFICATION 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONC_RETE1 w fY fY U fY SOIL AND SEED UNDER PREVIOUS PANEL STRUCTURE (1,030 LBS). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. CONCRETE AI ENTRAINED (5% ° ). , TO 8.5k BY VOLUME MANUFACTURED AND DESIGNED, TO ASTM C858.[ 6" STANDARD j]f LLJ m _ W 0 W L 18" U -ANCHORS UNDERLAYMENT > W Z) O > W 3. FIBERGLASS TOP GRATE (32 LBS, 1-1/2- THICK) - 1,760 N EXTENSION 18" cf) fY �i v PROCTOR). THE DISTANCE FROM THE BACK OF THE CURB MAY VAR BASED ON SITE CONDITIONS, BUT CONSIDERATIONS SHOULD INCLUDE' SLOPE OF THE INLET AND BASIN SIDE SLOPES ADJACENT TO THE RAIN z L POSITION RAIN GUARDIAN TURRET SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AvolO SOIL INTERFERENCE WITH FILTER GUARDIAN TURRET. POSITION RAIN GUARDIAN TURRET SO PRIMARYI OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOI INTERFERENCE WITH REMOVABLE FILTER WALL. EXCAVATE V101 N BELOW THE GUTTERLINE ELEVATION (I.E. THE BIORETENTION INCREMENTS 12" ANCHOR OVERFLOW ELEVATION) TO ACCOMMODATE THE 1' PONDING DEPTH, 6 O Q 0 Lu CLASS 5 AGGREGATE, AND 4" RAIN GUARDIAN TURRET BASE co o 3•-io"". (INCLUDED). THEREFORE. THE TOP OF THE CLASS 5 COMPACTED BASF,i ELEVATION VIEW IS PRECISELY 1' 4" BELOW THE GUTTERLINE ELEVATION. THE INLET TO THE RAIN GUARDIAN TURRET WILL BE 10-1/2" ABOVE THE TOP OF TH NCRETE BASE AND 1-1/2" BELOW THE GUTTERLINE ELEVATION T 4 i ACCOMMODATE A SLOPED INLET FROM THE GUTTER TO THE RAID N ) N INLET INSURMOUNTABLE CURB RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) ACROSS GEOGRID TRENCH _ U 2. SET RAIN GUARDIAN TURRET ON THE PREPARED CLASS 5 BASE — GUTTERLINE HIGH VOLUME OVERFLOW GUTTERLINE — —5" --`-- 3. INSTALL FRAMING FOR INLET BETWEEN RAIN GUARDIAN TURRET AN BACK OF CURB. TOP ELEVATIONS OF THE FRAMING SHOULD MATO THE TOP OF THE CURB ON THE STREET SIDE AND THE TOP OF THE RAI GUARDIAN TURRET ON THE BIORETENTION SIDE O 5" V-3.5" 1•-1.7 BASIN BOTTOM i 5 � SITE SPECIE 10•s PRIMARY 5.5' REMOVABLE ✓ OUTLET ' L FILTER WALL m 0 J <1 5. SIDE CURBS OF THE POURED INLET MUST HAVE A u 2 INSURMOUNTABLE PROFILE TO PREVENT WATER FLOW FRO ABUTMENT EXTENSION OVERTOPPING THE DOWNSTREAM SIDE OF THE INLET.I U- O STANDARD PROCTOR) IS PRECISELY 1'4' BELOW THEI 8. REMOVABLE FILTER WALL SHOULD BE INSTALLED WITH FILTER SUBSOILS GUTTERLINE ELEVATION. FABRIC ON THE INTERIOR SIDE OF THE RAIN GUARDIAN TURRET. SEAM OR RAIN GUARDIAN TURRET REVISION HISTOR DEVELOPED BY: of 2 B� � ioEac> RwnoNl 0 IN 1jp;4jRR01AN ,�,,,a,,,�,�„,�,.,•,�,,, U r PRETREATMENT CHAMBER B I O R E T E N T I O N PONDING DEPTH: 1 gr4x A �-�ISRICTIOM MANUFACTURED BY a "" -- T - STAINLESS STEEL FLEXAMAT STANDARD UNDERLAYMENT PRETREATMENT FOR BgRETENTION Rain Gardens • Swales • Filtration Basins - Infiltration Basins www.RainGuardian.bi TYPICAL DETAIL 1 II NATE a,so,,o,aAND a,asa, I _ — _ - ZIP TIES CAN BE — 1 1 LIFINSTALLED IN 1' _ INCREMENTS 18" U -ANCHORS INSTALLED 18" U -ANCHORS I I 1=1 11=1 I I—III I I 1=11 IN 2' INCREMENTS BEHIND INSTALLED IN 2' -I I I� I1-III=111=III ] I 5 -PICK LEND FIRST EXPOSED BLOCK INCREMENTS WEAVE ACROSS OVERLAP "-CURLEX II ECBI �~ FLEXAMAT STANDARD CHANNEL - LAYOUT PARALLEL TO FLOW CONSTRUCTION NOTES: 1. AN ENGINEER OR MANUFACTURES REPRESENTATIVE SHALL BE ONSITE FOR THE START OF THE INSTALLATION. 2. GRADE CHANNEL SO THAT WATER WILL FLOW DOWN CENTER OF THE CHANNEL AND BE CONTAINED TO THE CHANNEL. ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF MATS SHALL BE SMOOTH AND FREE OF ALL ROCKS, STICKS, ROOTS, OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND. 3. PRIOR TO FLEXAMAT STANDARD INSTALLATION SEED AND FERTILIZE THE PREPARED SUBGRADE WITH SITE SPECIFIC SEED MIX AND IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. 4. INSTALL FLEXAMAT STANDARD ROLLS, USING THE WIDEST ROLLS POSSIBLE TO AVOID SEAMS. 4.1. FOR CHANNELS THATARE WIDER THAN 16', INSTALL 15.5' WIDE FLEXAMAT STANDARD ROLLSTHAT INCLUDE 12" GEOGRID EXTENSIONS WITH A 6" STANDARD UNDERLAYMENT EXTENSIONS. THESE SEAMS ARE PARALLEL WITH FLOW, THE ADJACENT MAT INSTALLED OVER THE EXTENSIONS. ENSURE GEOGRID AND STANDARD UNDERLAYMENT EXTENSIONS ARE LAYING FLATON SUBGRADE PRIOR TO INSTALLING ADJACENT MAT. 4.2. SECURE THE ABUTMENT PARALLEL WITH FLOW BY INSTALLING 18" U -ANCHORS IN 2' INCREMENTS OR 20" STAINLESS STEEL ZIP TIES IN V INCREMENTS THROUGH THE EXTENSION OVERLAP. U ANCHORS OR ZIP TIES TO BE INSTALLED PERPENDICULAR TO FLOW. ZIP TIES SHALL ENCOMPASS 3 CORDS OF GEOGRID FROM EACH MAT. 5. FOR ADDITIONAL SECTIONS OF MAT, SECURE SEAM PERPENDICULAR WITH FLOW BY OVERLAPPING THE DOWNSTREAM SECTION 18" WITH UPSTREAM SECTION OF MAT. PRIOR TO INSTALLING OVERLAP, FLIP UPSTREAM MAT BACK 24". EXCAVATE 2.25"' OF SOIL 18" FROM END OF UPSTREAM MAT. DOWNSTREAM SECTION IS LAID IN THE SHALLOW TRENCH. RETURN AND TAMP SOIL OVER INITIAL EDGE AND SEED. FLIP END OF UPSTREAM MAT OVER THE SOIL COVERED AND SEEDED INITIAL LEADING EDGE OF DOWNSTREAM MAT. 5.1. SECURE OVERLAPS PERPENDICULAR TO FLOW BY INSTALLING 18" U -ANCHORS IN 2' INCREMENTS OR 20" STAINLESS STEEL ZIP TIES IN 1' INCREMENTS THROUGH THE OVERLAP. ZIP TIES SHALL ENCOMPASS 3 CORDS OF GEOGRID FROM EACH MAT. 6. ATTHE INITIAL LEADING EDGE OF THE FLEXAMAT STANDARD ARMORED CHANNEL, EMBED THE MAT 18" IN A VERTICAL ANCHOR TRENCH. FILL AND COMPACT ANCHOR TRENCH WITH SUITABLE FILL. AT ADJACENT FLEXAMAT STANDARD PANEL HAS GEOGRID AND UNDERLAYMENT EXTENSIONS MAT SEAM PARALLEL WITH FLOW 6" STANDARD UNDERLAYMENT EXTENSION 12" GEOGRID EXTENSION MOTZ ENTERPRISES, INC. Flexamat (513)772-6689 Info@Flexamat.com Flexamat.com e�xama .I I rw -. PENMAIENiEROSION CdifTAOI W, Z 0 U U) W 0 O H 0 W 0 w PLAN VIEW OUT"^^DTMVAR'E SPECIFICATION 1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONC_RETE1 w fY fY U fY fY U fY p MEy� N 4 1. INLET WIDTH AND DISTANCE BETWEEN BACK OF CUR CONCRETE INLET � —� � BACK of culls AND RAIN GUARDIAN TURRET MAY VARY WITH S CONDITIONS.F STRUCTURE (1,030 LBS). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. CONCRETE AI ENTRAINED (5% ° ). , TO 8.5k BY VOLUME MANUFACTURED AND DESIGNED, TO ASTM C858.[ W 0 W= L j]f LLJ m DISTANCE VARIES 2. CONCRETE BASE EXTENDS BEYOND THE FILTER W OF THE RAIN GUARDIAN TURRET TO SERVE AS A SPLASH INSURMOUNTABLE CURB FACE INSURMOUNTABLE CURB FACE DISSIPATOR. W 0 W L CD 2. THREE-POINT PICK USING RECESSED LIFTING POCKETS WITH STANDARD HOOK. - > W Z) O > W 3. FIBERGLASS TOP GRATE (32 LBS, 1-1/2- THICK) - 1,760 N RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) 3D VIEW CONCENTRATED LOAD OR 409 LB/SQ-FT UNIFORM LOAD.[ INSTALLATION NOTES 1. INSTALL THE CLASS 5 BASE (COMPACTED TO 95% STANDAR cf) fY �i v PROCTOR). THE DISTANCE FROM THE BACK OF THE CURB MAY VAR BASED ON SITE CONDITIONS, BUT CONSIDERATIONS SHOULD INCLUDE' SLOPE OF THE INLET AND BASIN SIDE SLOPES ADJACENT TO THE RAIN z L POSITION RAIN GUARDIAN TURRET SO PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AvolO SOIL INTERFERENCE WITH FILTER GUARDIAN TURRET. POSITION RAIN GUARDIAN TURRET SO PRIMARYI OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOI INTERFERENCE WITH REMOVABLE FILTER WALL. EXCAVATE V101 N BELOW THE GUTTERLINE ELEVATION (I.E. THE BIORETENTION 0 O OVERFLOW ELEVATION) TO ACCOMMODATE THE 1' PONDING DEPTH, 6 O Q 0 Lu CLASS 5 AGGREGATE, AND 4" RAIN GUARDIAN TURRET BASE co o 3•-io"". (INCLUDED). THEREFORE. THE TOP OF THE CLASS 5 COMPACTED BASF,i ELEVATION VIEW IS PRECISELY 1' 4" BELOW THE GUTTERLINE ELEVATION. THE INLET TO THE RAIN GUARDIAN TURRET WILL BE 10-1/2" ABOVE THE TOP OF TH NCRETE BASE AND 1-1/2" BELOW THE GUTTERLINE ELEVATION T 4 i ACCOMMODATE A SLOPED INLET FROM THE GUTTER TO THE RAID N ) N INLET INSURMOUNTABLE CURB RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) GUARDIAN TURRET. m O RAIN GUARDIAN TURRET INLET TOP FIBERGLASS GRATE U 2. SET RAIN GUARDIAN TURRET ON THE PREPARED CLASS 5 BASE — GUTTERLINE HIGH VOLUME OVERFLOW GUTTERLINE — —5" --`-- 3. INSTALL FRAMING FOR INLET BETWEEN RAIN GUARDIAN TURRET AN BACK OF CURB. TOP ELEVATIONS OF THE FRAMING SHOULD MATO THE TOP OF THE CURB ON THE STREET SIDE AND THE TOP OF THE RAI GUARDIAN TURRET ON THE BIORETENTION SIDE O 5" V-3.5" 1•-1.7 BASIN BOTTOM i 5 � SITE SPECIE 10•s PRIMARY 5.5' REMOVABLE ✓ OUTLET ' L FILTER WALL m 0 4. INSTALL EXPANSION/CONTRACTION JOINT MATERIAL OR A SHEET OF POLY TO SERVE AS A BOND BREAK BETWEEN RAIN GUARDIAN TURRET' AND CONCRETE INLET BEFORE POURING INLET <1 5. SIDE CURBS OF THE POURED INLET MUST HAVE A u 2 INSURMOUNTABLE PROFILE TO PREVENT WATER FLOW FRO Z CLASS 5AGGREGATE ► s^ ELEVATIQN VIEW 1. THE TOP OF THE CLASS 5 BASE (COMPACTED TO 95 OVERTOPPING THE DOWNSTREAM SIDE OF THE INLET.I U- O STANDARD PROCTOR) IS PRECISELY 1'4' BELOW THEI 8. REMOVABLE FILTER WALL SHOULD BE INSTALLED WITH FILTER SUBSOILS GUTTERLINE ELEVATION. FABRIC ON THE INTERIOR SIDE OF THE RAIN GUARDIAN TURRET. RAIN GUARDIAN TURRET REVISION HISTOR DEVELOPED BY: of 2 B� � ioEac> RwnoNl 0 IN 1jp;4jRR01AN ,�,,,a,,,�,�„,�,.,•,�,,, U r PRETREATMENT CHAMBER B I O R E T E N T I O N PONDING DEPTH: 1 gr4x A �-�ISRICTIOM MANUFACTURED BY a "" -- T PRETREATMENT FOR BgRETENTION Rain Gardens • Swales • Filtration Basins - Infiltration Basins www.RainGuardian.bi TYPICAL DETAIL gtCHl"� WMECAAST/CCAAST STONE ""'""" ""E n o`u„„"°'°a ° NATE a,so,,o,aAND a,asa, Z 0 U U) W 0 O H 0 W 0 w w U fY wLu O of 2i w fY fY U fY fY U fY CNJ U, z W 0 W= L j]f LLJ m W 0 W L W 0 W L CD Q of > W Z) O > W > W N 0 01- cf) fY of M M M M M W N N N N N 0 M O co O m rn rn o 0 D 0 0 co g g 0 0 O CNJ i� rn U CD 2 2 Q U o N 0 J Q LJJ O Ln �z z L W N Lu 0 O O O Q 0 Lu L co o 0 L Q N 00 4 i J N ) N O ca- m O � _ d U m O m 0 W O u 2 Z Z Y U- O 0Z 0 LU Q W of 2 �: J 0 0 0 U 0 U- z '^ O 6 v/ z W (n o Lu W H ^ IL Q �O rQ V♦ V V♦ O a M W 06 N N M O 00 O M LT) ,zt LT) ,zt Z 00 �o? N of f N Cf) Lu W `S U U r` W > Lu 00 X C� c) I-- �` (D z -j WN z E < ll�N 5- W �00 WWZ (n Z)0Z ofN c0i1w0 11(0 0-1Of r9F- Z>> pJ i Lu 00 - v O N L -0 -0 Lu N LO O O i� rn U 0 z AU O O _ ` 0 J Q LJJ O E E �z z L zQ Lu a cn O Q 0 Lu L CI o 0 L Q U O 0O 00 4 70 J N ) N O ca- — p[ O � _ d U 0 z '^ O 6 v/ z W (n o Lu W H ^ IL Q �O rQ V♦ V V♦ O a M W 06 N N M O 00 O M LT) ,zt LT) ,zt Z 00 �o? N of f N Cf) Lu W `S U U r` W > Lu 00 X C� c) I-- �` (D z -j WN z E < ll�N 5- W �00 WWZ (n Z)0Z ofN c0i1w0 11(0 0-1Of r9F- Z>> pJ i Lu SHEET NO. C12 Lu z Q LJJ O �z z U zQ Lu a cn O Lu LU U o 0 Lu 00 4 v, J Lu — p[ O U op O z O u 2 SHEET NO. C12 STEEL T -STYLE FENCE POST PAINTED BLUE WITH AN OIL BASED PAINT FOR WATERMAIN STUB PAINTED GREEN WITH AN OIL BASED PAINT FOR SANITARY AND/OR STORM SEWER STUB AND A MINIMUM 2" REFLECTORIZED TAPE (ENGINEER GRADE) AT THE TOP OF THE POST. POST SHALL BE BURIED 2' BELOW FINISHED GRADE WITH 4' ABOVE FINISHED GRADE (INCIDENTAL) Z O 1'- 0" OR 5' IN BACK OF CURB a O % w Z O w w CONCRETE WALK OR BITUMINOUS PATH ARE 0 NDER PRESENT (n Lu STEEL FLAGHYDR FLAG WATEROUS MODEL 67 HYDRANT Lu Z) U U U FENCE POSTE YELLOW OUT OF ORDER TAG U) w 2i w w w TO BE INSTALLED ON PUMPER CONN. U) CL w CL CL TOP OF PROPOSED SUBGRADE AFTER BACK -FILL EXISTING OR FUTURE STREET BREAKOFF FLANGE Z IW m IW IW CURB OR GUTTER UNE w 1" TO 2' MAXIMUM �j RE STET THE TOP 3' SHALL BE COMPACTED AT A MIN OF 100% OF STANDARD PROCTOR DENSITY (MN/DOT 2105) ao ABOVE BURY UNE (FINISHED GRADE) I FINISHED GRADE a VALVE BOX AS WATERMAIN SPECIFIED 1 " TO 2" MEGALUG MEGALUG WRAP PLUG WITH 4 MIL. POLY Q Q' 0 i w � O U) i w � i w � A MAX OF 2' LIFTS TO BE WETTED GROUND LINE AND RY AND C MEANS AND LCOMPACTED IDATED BY VTO AOM N " W Cl) N N N Cl) OF 95% OF STANDARD PROCTOR I •�'' PLUG O O O O O DENSITY (MN/DOT 2105) o 4"x4" WOOD POST —4"x4" WOOD POST > Z 2 LAYERS OF w 2'- 6" AS REQUIRED 10' POLY (4 mil) v TYPICAL � 00 O a O N O O O O O 4' COVER COMPACTED TO 95% OF w TEE AND BEND BEND PLUG STANDARD PROCTOR DENSITY WITHOUT THE USE OF HEAVY ROLLER EQUIPMENT 3' DIAMETER HYDRANT 3' DEEP PR a I 11H " io O 4"x4" WOOD PO5i STORM SEWER ANMNRIMUM OCLYE OF p 1/4 STEEL VALVE BOX ADAPTOR 1-1/2" CLEAR STONE i= WITH PROTECTIVE COATING AS 1` MANUFACTURED BY ADAPTOR INC. NOTES: LjJ Z ' r N Cl) MAINLINE o OR APPROVED EQUAL MEGALUG 1. THRUST BLOCKING TO BE USED FOR BEND 22 1/2 AND OVER. PIPE SIZE BEARING AREA N O STORM SEWER WATERMAIN MEGALUG 6" 4.0 SQ FT 2. THRUST BLOCKING SHALL ONLY BE USED WHERE g^ 6.0 SQ FT WORKING PRESSURES ARE LESS THAN 150 PSI. OCD N U W N 10 - 12 12.0 SQ FT O WATERMAIN GRANULAR BEDDING AS PER MN/DOT 3149.2E Y.,: 3. THRUST BLOCKS BEARING AREA TO BE POURED 16" 20.0 SQ FT AGAINST UNDISTURBED SOIL. N GATE VALVE TEE 4. POURED CONCRETE THRUST BLOCKING SHALL BE USED FOR 12" OR LARGER DIAMETER WATERMAIN NITARY SEWER GRANULAR FOUNDATION WHERE THRUST MEGALUG BLOCKING BLOCKING 4. ALL PIPE JOINTS WITHIN 10 TI OF A BEND SHALL BE RESTAINED USING TIE RODS m } ORDERED BY THE ENGINEER NO HYDRANT I BELOW GATE THRUST PRECAST CONCRETE BASE VALVE BLOCKING m m 0 LLQ LU J SMAJNLINEANITARY SEWER AS SPECIFIED (15"x 15"x 4") BEHIND TEE Z Z y I O SHOVEL, PLACE, AND HAND COMPACT AROUND PIPE TO 12" ABOVE PIPE. VIBRATORY COMPACTION REQUIRED in Q LLI Q LU iY 2 EACH SIDE OF PIPE, AS DIRECTED BY THE ENGINEER. 0 0 0 0 0 LL 00 _ ° 0) 00U LO ° N (t3 E C:° o ��� JL• J z L _U O Cw 0 J –J Title: - - Title: Title: Title: a E, E � L • Utility Stub Markers Typical Trench Compaction yp p Standard Plate Library Typical Hydrant Standard Plate Library Blocking for _ .� 0� o Standard Plate Library Standard Plate Library and Class B Bedding g � 2 Installation �� Watermam L o 2 Q City of Monticello Date: 04-08 Plate "°� City of Monticello City of Monticello Cit of Monticello y Q 0 F " ° ° Date: 03-05 Plate No. 2001 Date: 03-05 Plate "°. 2002 Date: 03-05 Plate No. Revised: Revised. 1 00 6 " — _ - 1 007 = - �' 'U Revised: 03-15 - -- _- Revised:03-15 03-17 j 03-17 - 0 , o Q iv U)0 -W C o zN Cl) O v N 9) ♦^ % O U) / ` M — M LC) � lf)V WZ 00 ♦^ �M N Q W [Y O N LLI W H W Y� a Q U W� - Of mQ .. w Fw Z ZWQ Q'N O "J Lu C-4 °O W LwLI Z U) 00 �~ >Zw rQ1'� V/) �M?ZZO V U) w O LL O TIES REQUIRED TO CLEAN OUTS 0 J_ � O ~ USE 4" OR 6" CISP PLUG AND CAP, MO ry�J� W �V Z>> OJ QUW �2 TOP TO BE 1/2 " BELOW FINISHED GRADE STREET FINISHED GRADE BUILDING INSTALLED BY PRIVATE CONTRACT INSTALLED AS PER CITY CONTRACT TRACER WIRE LOCATE BOX GROUND LINE TRACER WIRE SPLICE (n CURB BOX STANDPIPE 6" PVC RISER FOR NON-RESIDENTIAL W z COPPER -CLAD STEEL AWG 12 GAUGE SPOOL COPPER -CLAD STEEL AWG 12 TRACER WIRE 30 MIL HIGH DENSITY GAUGE TRACER WIRE 30 MIL HIGH DENSITY POLYETHYLENE GREEN COLORED JACKETIr2' POLYETHYLENE GREEN COLORED JACKET 4" PVC RSER FOR RESIDENTIAL VARIES 10' TO 20' TO BE PROVIDE UNDER CITY CONTRACT TO BE PROVIDED UNDER PRIVATE CONTRACT , ^ l V I +_j 4" OR 6" VERTICAL WYE (PVC)J v / r- / W 0 1" COPPER WATERMAIN 1/6 BEND CONCRETE ENCASEMENT Q z U COPPER -CLAD STEEL AWG 12 GAUGE TRACER WIRE 30 MIL HIGH DENSITY 12" ALL AROUND (INCIDENTAL) z Q POLYETHLNE GREEN COLORED JACKET WATER TIGHT GASKET OR CEMENTED PLUG ^ J TO BE PROVIDED UNDER CIN CONTRACT W I..L SANITARY SERVICE MAINLINE SANITARY SEWER `' V / O W PVC 0 W U O HORIZONTAL WYE (PVC) L•1� THRUST BLOCKING FOR CLEANING EQUIPMENT ' ^ v I v U 1. PAYMENT FOR 6" RISER PIPE, 6" VERTICAL WYE J 45' BEND AND PLUG WILL BE PAID FOR AT UNIT PRICE BID PER EACH. J 2. CLEAN -OUTS REQUIRED AT 70' INTERVALS FROM MAIN SEWER UNE. 0 W G U co 4- 0 z O U Title: j - Title: SHEET N O. Standard Plate Library Tracer Wire ! ; Standard Plate Library Sanitary Clean -Out (New Developments) Cit of Monticello City Cit of Monticello y Date: Plate No. Date: Plate No. 03-08 03-05 -� 3005 -_----_� 3006C13 Revised: 03-15 Revised: 03-15 C CASTINGADJUSTING RINGS A 1— 4" MIN – 12" MAX STANDARD FRAME & COVER INSTALL INFRA SHIELD (OR APPROVED EQUAL) ROADWAY SURFACE EXTERNAL CHIMNEY SEAL SEE MnDOT STANDARD PLATE 4020 FOR COVER REQUIREMENTS O 2 U g w_ U M STRUCTURE - 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. O2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS–I–PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. O3 MINIMUM STEEL REINFORCEMENT 4 EQUIVALENT STEEL AREA IN WIRE MESH MANHOLE MAY BE USED OR PLASTERED MANHOLE.,:.; CAATCH TCH EXTERIOR OR O5 GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN BASIN TO BRICK AND CONCRETE MASONRY UNIT - DIA DIA CONSTRUCTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Standard Plate Library City of Monticello Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Revised: 03-17 4001 INSTALL INFRA SHIELD 2 g K p DEPRESSED 0.10' BELOW GUTTER WALL CONSTRUCTION SHALL BE CLASS II ELEVATION (SEE DETAIL 5003) PRECAST PIPE, EXCEPT 48" DIA MAY BE � W 4" MIN - 12" MAX ¢ ENCASE IN CONCRETE ASTM C 478 CONCRETE PIPE. SEE MnDOT STANDARD zo z ll7m 8" CAST–IN–PLACE NOD PLATE 3000 (NO TONGUE OR GROOVE AT TOP r © 00 CONCRETE U OR BOTTOM OF THIS SECTION). CAST–IN–PLACE C) N �z 4' TO 10' MIt)ODN CONCRETE OR MASONRY CONSTRUCTION MMM � Y (BRICK OR BLOCK) ALLOWED ONLY IF APPROVED :T m • • • s�. m I w .; _ ':3y'x. BY ENGINEER zz 0 z5O d O ,_ 7 N UO Fn M Z 0 0 L.I CONCRETE DOGHOUSE REQUIRED ON ooC 00 ag a o Q a OUTSIDE AND INSIDE OF STRUCTURE o wa a z AND PIPE CONNECTION O 2 U g w_ U M STRUCTURE - 8" POURED CONCRETE BASE, FOR ALTERNATE PRECAST CONCRETE BASE. SEE MnDOT STANDARD PLATE 4011 (MODIFY DIAMETER AND 2" RAISED AREA TO FIT REQUIRED DIAMETER. O1 REFER TO STANDARD PLANS FOR HEIGHT AND DIAMETER REQUIRED. O2 MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS–I–PF (BY MA INDUSTRIAL INC.) CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16" OC. O3 MINIMUM STEEL REINFORCEMENT 4 EQUIVALENT STEEL AREA IN WIRE MESH MANHOLE MAY BE USED OR PLASTERED MANHOLE.,:.; CAATCH TCH EXTERIOR OR O5 GENERAL DIMENSIONS FOR CONCRETE APPLY BASIN BASIN TO BRICK AND CONCRETE MASONRY UNIT - DIA DIA CONSTRUCTION ALSO, EXCEPT AS NOTED. SEWER BRICK (MnDOT SPEC 3616) BLOCK ® 12" MINIMUM FOR PRECAST, 3 BRICKS OR MASONRY CONSTRUCTION 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION © REINFORCEMENT AS PER MnDOT SPEC 3301, GRADE 60. Standard Plate Library City of Monticello Title: Standard Manhole for Storm Sewer Date: 03-05 Plate No. Revised: 03-17 4001 A D A 35 1/4 " CURB INLET FRAME AND CURB BOX O NEENAH N0. R -3067-V 43" 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD 2 g K p DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS � W 4" MIN - 12" MAX ¢ ENCASE IN CONCRETE Nd OH}�t0 z O ll7m Of NOD t001 �s 3 00 U LL a U �p�liUN�O]OD Of �z X? Q MIt)ODN a VI a5 MMM � Y > O :T m • • • s�. m I w .; _ ':3y'x. O N w w d O ,_ 7 N UO N M Z 0 0 L.I L o o O V• a m o 0 0 ooC 00 ag a o Q a co o wa a J J W p s I a O � � N U � M ob° ob° ob° p }mNotomvtONODmaaDoo OD ~� Q o o z Z C-4 W d p Z W M1�.-t0 w .-� NMMIn � O o 0 0< � Z w w ' O w a v 0 ° U w WW Fe W m LJ � _ ~ J M X e� l¢i N W yMq �+- O w Q x::5 a. " M H O Z U 7 Ld x ~ r •; w O tr 00 Ow }NIf) W U N 7 O O� W �O -• -U N Ol U' Ir M W V O >� (0:2 p w M¢ W OpX <W O d 1¢iEL ¢ m j Z N II ow w a zo¢ ¢ LL g o Mo w ,ate O WZ _ Sofof ~ O J a <_j H � }� O�ODN � ml�Of F- NOD�If)M (n � W 9: O� tO Of D O�MI�OD NNO1M W W O N N M N O N n m x =gip Q O i�a��}nr�rnl.minmmrnam��omo� ZJO�NNMaIA W tO ODOMI[)m��NtO p�liU �NNMM DO d' 0 >O fD U N II g O 00 Of MOtOmODOO U � p =a p }�4D OD�NONt0U000m N000aD }OD Cl! �It)00 W d p� ON U N M�In ODOtO t00D�Mf001Ml��OI[1 Ya � N W a O IM � In M �t0n � N N M� Y p a Z W O d ZNIn pNNMM� _� p0 d NNNMM ANN Q I NMM��IL7 �' t0 t0nmOl UVo r� = g � p HOW }MI�NODN p (n W J �OtON �Om NI�O17 Ol W ZN(V Ma�tOm }tOm�O N W � O�MtO OD�I� p�� U A N N � Y OMIf)m�M >� fOOMN J4 (n � � � ~ Z � U Q Q �II 0 O U UO Hln�tD O1MO?N��1�t0� �OtO NZ � � W d ONM� In �O OD OtM�00MI�N1�00Q � zzw LL< p � O �NNNMM<I[1 Z OCL Q �NNM�In �t�OnO�D � Z Ld J Q of =gip a �w M¢ � jna O� } ODMOt � X000 <Ot I[11n (0000 ZJO� O Z W � ANN M 71n tDm O��MI(10N O � II C7 �W zo 0 � ww wm �o xa p m t0 (0 J w; O z Title: Standard Plate Library Riprap Detail � City of Monticello Date: Plate No. 03-05 4009 Revised: 03-15 A D A 35 1/4 " CURB INLET FRAME AND CURB BOX O NEENAH N0. R -3067-V 43" 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD 2 g K p DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS � W 4" MIN - 12" MAX ~ ENCASE IN CONCRETE Nd OH}�t0 COLLAR USE CONCRETE ll7m Of NOD t001 ODNa 00 �_ U �p�liUN�O]OD Of �z O MIt)ODN MMM � Y > O U z 0 O Q N II CD 0 0 0 0 0 li 00 Q g a J J W — (Y O � � N U � 2 d �aa� p }mNotomvtONODmaaDoo O z C-4 W d p �N W M1�.-t0 �N .-� NMMIn � Cn 0000001 t01�1� W � Z � U w J � Q x::5 a. p � � O W O W ZJONMat000 }NIf) W (ON Of OIOY D1�� Ol ��t000 t0 t0O tD tOa >� NNNMa W O N II LL g o O v _ p O H � }� O�ODN � ml�Of Of NOD�If)M (n � W 9: O� tO Of M tO O�MI�OD NNO1M W W N N M N O N n m x O DO d' xgo_p 00 Of MOtOmODOO �OI[1 }OD Cl! �It)00 W d p� ON U N M�In ODOtO t00D�Mf001Ml��OI[1 � � N N M� Y p a Z W O d ZNIn OD��I�OtONOD�OtON�O _� p0 d NNNMM ANN Q I NMM��IL7 �' t0 t0nmOl UVo X: a- p A D A 35 1/4 " CURB INLET FRAME AND CURB BOX O NEENAH N0. R -3067-V 43" 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD 2 g K p DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS � W 4" MIN - 12" MAX ~ ENCASE IN CONCRETE Nd OH}�t0 COLLAR USE CONCRETE ll7m Of NOD t001 ODNa 00 �_ U �p�liUN�O]OD Of �z O MIt)ODN MMM � Y > O U z 0 O Q N II CD 0 0 0 0 0 li 00 Q g a J J W — (Y O � � N U � 2 d �aa� p }mNotomvtONODmaaDoo O z C-4 W d p �N W M1�.-t0 �N .-� NMMIn � Cn 0000001 t01�1� W � Z � U w J � Q x::5 a. p � � O W O W ZJONMat000 }NIf) W (ON Of OIOY D1�� Ol ��t000 t0 t0O tD tOa >� NNNMa W O N II LL g o O v _ p O H � }� O�ODN � ml�Of Of NOD�If)M (n � W 9: O� tO Of M tO O�MI�OD NNO1M W W N N M N O N n m x O DO d' xgo_p O~ U W }OD Cl! �It)00 M01 tON ODOtO tON � Oi�tO _� NNNMM Q I � n � o �' UVo X: a- p }tOm�O tO lf)ODM � If10MM � W d OMIf)m�M fOOMN J4 (n � � � p t 0 1� Q � zzw a_ � O d �NNM�In �t�OnO�D O�NM Ila A D A 35 1/4 " CURB INLET FRAME AND CURB BOX O NEENAH N0. R -3067-V 43" 4" CONCRETE COLLAR ALL STORM SEWER CASTING ELEVATIONS INSTALL INFRA SHIELD SHOWN ON THE PLANS HAVE BEEN (OR APPROVED EQUAL) DEPRESSED 0.10' BELOW GUTTER EXTERNAL CHIMNEY SEAL ELEVATION (SEE DETAIL 5003) ADJUSTING RINGS � W 4" MIN - 12" MAX W W ENCASE IN CONCRETE g" COLLAR USE CONCRETE w CURB MIX FOR COLLAR w 4° CONCRETE COLLAR NOTES: SECTION A—A POUR A 3" TO 4" CONCRETE COLLAR AROUND RINGS EXTENDING FROM THE CASTING TO THE PRECAST SECTION CATCH BASINS LOCATED IN DRIVEWAYS SHALL BE TYPE MnDOT DESIGN H. THE CASTING SHALL BE NEENAH R -3508-A2. Standard Plate Library City of Monticello Title: Standard Catch Basin Date: 03-05 Plate No. Revised: 03-17 4002 A PLAN CASTING TO BE SET 0.10' BELOW GUTTER ELEVATION INSTALL INFRA SHIELD (OR APPROVED EQUAL) EXTERNAL CHIMNEY SEAL ADJUSTING RINGS 4" MIN - 12" MAX ENCASE WITH CONCRETE COLLAR *15" 24" w x *48" TYP a A 35-1/4" 143" r CURB INLET FRAME AND CURB BOX STANDARD CASTING - NEENAH R -3067-V MANHOLE COVER TO BE 48" DIA CRETEX TYPE II WITH 24"x 36" 6" OPENING 9" TRANSVERSE &LONGITUDINAL BARS 5/8 " FOR 18" TO 27" APRONS 3/4 "FOR 30" &LARGER APRONS. I CONCRETE DOGHOUSE REQUIRED ON OUTSIDE AND INSIDE OF STRUCTURE AND PIPE CONNECTION > *DIMENSION VARIES O BASED ON STRUCTURE o DIAMETER Ly— RCP PIPE CONCRETE CATCH BASIN MANHOLE J NOTES: AND BASE TO BE CRETEX TYPE 4336 OR APPROVED EQUAL 1. BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. SECTION 2. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. CATCH BASIN MANHOLES REQUIRED IN GREEN SPACES SHALL BE CONSTRUCTED OF PRECAST CONCRETE ONLY IN ACCORDANCE WITH Mn/DOT STANDARD PLATE 4006L. THE CASTING SHALL BE NEENAH R-4342. CATCH BASIN MANHOLES LOCATED IN DRIVEWAYS SHALL BE CONSTRUCTED WITH AN ECCENTRIC TOP SLAB WITH A 27" ROUND OPENING. THE CASTING SHALL BE NEENAH R -3508-A2. Title: Standard Plate Library Catch Basin Manhole City of Monticello Date= 03-05 Plate No. 'Revised: 03-17 4003 6" MAX I6" ANCHOR TOP & BOTH ENDS NOTE: 1. ALL TRASH GUARDS SHALL BE GALVANIZED AFTER FABRICATION PER MNDOT SPEC. 3392 & 3394. 2. APPLIES TO FLARED END SECTIONS 12" OR LARGER. 3. ALL NUTS AND BOLT ATTACHING TRASH GUARD TO THE FLARED END SECTION SHALL BE LEFT EXPOSED Standard Plate Library City of Monticello Title: Trash Guard for End Section Date: 03-05 Plate No. Revised:03-15 4007 J = z 0 � U cA W O o w � w O U � w U w U Q 0 C/)W U � W Df W = W W W W of w O w w Co 0 01- U Q� Of W M N M N M N M N M N Q 0 N c9 N rn N co N N co O N r� 00 07 07 O O Co O O O - O I H-H'd co Cn O N Q o I� W N 0 0 O N C z � J m Q 0 U ZN 00 00 N M O (1) Z O � Cl) Ln 'zt Ln 'zt W 6 Z� � W N � O N W H W Y� Q U W r` — LU = mQ OU wLL � O "z J W" Z(YQ �N 5 -WF_ I- 00 _� Q �� /A� W LUZ (n VV♦♦ =UZ DfN /r (q w O [L- C0 MO \� o�� -� W � Z>> OJ <Uw �LU LU z m V Co m D W O �z U Z Z Y � O U z 0 U Q 0 0 0 0 0 li C z � J m Q 0 U ZN 00 00 N M O (1) Z O � Cl) Ln 'zt Ln 'zt W 6 Z� � W N � O N W H W Y� Q U W r` — LU = mQ OU wLL � O "z J W" Z(YQ �N 5 -WF_ I- 00 _� Q �� /A� W LUZ (n VV♦♦ =UZ DfN /r (q w O [L- C0 MO \� o�� -� W � Z>> OJ <Uw �LU SHEET NO. C14 LU z V Q w O �z U zQ 4-J J LU 0 LU SHEET NO. C14 LU z V Q w O �z U zQ 4-J J LU 0 LU V 1 W 00 " U J J W — (Y O � U_ op O z O SHEET NO. C14 SAME SLOPE AS ROADWAY 12" 3/4 / PER Fi 3" �,. ;. :.' HORIZONTAL .. ,.:•;.:•;.:• > ,/2 " R 1/2 " R 3.� ,.. �.�... ....• CONCRETE AND GU CURB ER CONTRACTION JOINTS a U W > w z O W > w W > w 3" (FORMS MAY BE TILTED) 7. REVERSE SLOPE GUTTER SECTION � > W DIVIDER PLATE 3 R W p U U U 2'– 0" 1 2 " 0 / Cn � D_ W � D_ W D_ W r MODIFIED DESIGN "D" 1 3"R 3� ' 6" 13 1/2 SLOPE 0.06 F1 <d JOINEXPANTS �j H 5'– 0" TYPICAL STANDARD FRAME &BOX 1 —1FOR B618 CURB &GUTTER 1 OR SLOPE 3/4 -/Fr EXPANSION JOINTS B 6 R (( Q W O W W 2" MIN 2 m 6' A B 2% MAXIMUM OP CROSS SLOPE P R D D ! D n > -n 8 .. a W Cl) N O Cl) N O Cl) N O Cl) N O Cl) N O G ° a Q. 5' O r^ 2 D D D D Q N N N N N H RI NT 0 ZO AL LINE / 1 MNDOT `a a a' ... e .. 18" a 6' p N O p a a • 00 O O � SLOPE 0.06 FT/FT NORMAL, UNLESS � STANDARD PLATE N0. 7100 H OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE – 0.0474 CU YDS / LIN FT (8612) ,...;'. O 0 O O 0 m m CONCRETE TO BE POURED INTEGRALLY EXPANSION EXPANSION MODIFIED DESIGN "D" CURB & B618 v MAY BE TILTED 8612 CONCRETE CURB & GUTTER CONCRETE – 21.1 FT CU. YDS. 8612 WITH CURB JOINTS A JOINTS 6', 6 > W O DIVIDER PLATE 3"R GUTTER (TYPICAL, SEE ABOVE) o O Z N M v PLAN W 0 a , . 1/2co 12" GRANULAR BORROW OR 6" CLASS 5 0" 3"R 3V:.``:r::::::::::.::.. O SLOPE 0.06 FT/Fr 6" 13 1/2 " SLOPE 3/4"/Fr PLAN 4" OR 6" CONCRETE WALK BOULEVARD WIDTH VARIES(AVERAGE 8') 0 N U Q o LU N LU O O co >; g•, o" N P c 2" IN 2 7" 2 HORIZONTAL / 8618 CONCRETE CURB AND UTTER G ' VARIABLE411W/MI m 00 00 p ui J _ z z Y W a D D D D LINE s i MNDOT STANDARD PLATE N0. 7100 H o SLOPE 0.06 FT FT NORMAL UNLESSJ PER Fj N 4 "�F�. 7" MIN. 7" 3� a n.Q :L7" z ui 2 � U U z I- (n Q W W W 2 � MATCH MODIFIED DESIGN "D" OTHERWISE SPECIFIED. IF A DIFFERENT SPECIFICATION REFERENCE 2531 C SIDEWALK DIMENSIONS p p p p LL U CURB &GUTTER (TYPICAL) GUTTER SLOPE IS PERMITTED, THE FORM CONCRETE – 0.0582 CU YDS /LIN FT (6618) MAY BE TILTED 6618 CONCRETE CURB &GUTTER CONCRETE – 17.2 FT / CU.YDS. (6618) 12" 1 3` ('rMAQ B618 0" 3/4 " / PER FT 3" WIDTH VARIES 5 MIN. ��. 18" WIDTH — 6' DEPTH — 6" FOR NEW DEVELOPMENTS 00 L fV ° m 00 1/2 " R 1/2 " R — *4" MINIMUM FOR EXISTING AREAS, 6" AT DRIVEWAYS AND CROSSWALKS -0- LO O >1 (DLO 3" s SECTION B—B SECTION A—A GRANULAR BORROW DEPTH — 12" GRANULAR BORROW OR 6" CLASS 5 iv E c O NOTE: 7"E 10~ HORIZONTAL CONTRACTION JOINTS — 6' INTERVALS 3 JL' p U J Z STORM SEWER TOP OF CASTING ELEVATION SHOWN ON THE PLANS INCLUDES A 0.10' DEPRESSION FROM THE PROPOSED GUTTER GRADE. THE CONCRETE CURB SHOULD BE TRANSITIONED FROM THE LINE �� _ _ _ _ _ _ EXPANSION JOINTS - 60' INTERVALS (APPROX.) *MATCH EXISTING DEPTH, 4" MINIMUM m c CL 73 >+ U) � PROPOSED GUTTER GRADE TO THE CASTING ELEVATION 5 FEET ON EACH SIDE OF THE CENTER OF THE CASTING. 2'– 0" I "D" INSTALL PEDESTRIAN CURB RAMPS AT ROADWAY INTERSECTIONS - (0 � m M a) C7 J MODIFIED DESIGN CURB & GUTTER - - Title: Concrete Curb & Gutter Title: Concrete Curb & Gutter Title: Commercial Driveway Title: Typical Sidewalk M O L �- � o Standard Plate Library at Catch Basin Standard Plate Library for Streets Standard Plate Library Entrance Standard Plate Library � C U Ln City of Monticello It o Monticello y City of Monticello City of Monticello a � U U O � — O N 0 o Date; 03-05 Plate No. 5012 Date: 03-05 Plate No. Date: 03-05 Plate No. Date: 03-05 Plate No. _- 5004 _ -= 5005 5008 Revised: 03 —17 7 �, Revised: Revised: Revised: _ — 0 3 —15 �' =" 0 3 —15 03-15 �, �� o zN Cl) O V N 9) ♦^ % O U) / ` � M Lo'j- L0 � WZ 00 ♦/� �00 N Q W � O N W HLU CO O BITUMINOUS TRAIL DESIGN a Q > mx � Q .. W H W V C� cn w OA - PATHWAY WIDTH 10 ft 0 �/ O z W Q �N B - SHOULDER WIDTH 1 ft MIN. 0 0 0 ♦� ^/� L}LI LwLI Z 07 00 Q vn > Z W � 'CO, 0 TRAFFIC SIGN SPECIFICATIONS ♦ 11 U) � U' Z U) VO 0 o MATERIAL: ° U) LU LLQ pJ0 �ti MM W z j> o� Q— z M w 3#/FT ° ALUMINUM SHALL BE 5052—H38 OR 6061—T6 ALLOY. �UW 0 GAUGE SHALL BE: .080 ON THE LONGEST SIDE UP TO 30" 3' TO 6' 0 ° .100 ON THE LONGEST SIDE OVER 30" ° 0 REFLECTING SHEETING SHALL BE DIAMOND GRADE. 3#/FT.ALL © © SIGNS CONFORM TO SECTIONS 2564 AND 3352, SIGNS AND MARKERS STANDARD SPECIFICATIONS FOR O 0 HIGHWAY CONSTRUCTION. w z a "W 0 CHANNEL 4: 1 MqX 2.0 POST SPECIFICATIONS GALVANIZED STEEL CHANNEL POSTS SHALL j o o D BE USED, 2.5 LB/FT POSTS SHOULD BE 0 Z USED THAT ARE PUNCHED ON 1" CC. GALVANIZED POSTS SHALL BE OF THE J W Q 4' i o O Mqk 4—RIB DESIGN. POSTS ARE TO BE 7 FEET z U IN HEIGHT BETWEEN BOTTOM OF SIGN AND FINISHED GROUND. z Q =.r.:.,:>,-.•;:_, . :.. F F: :., x BOLTS, NUTS, AND WASHERS w 5� .� HARDWARE SHALL BE GRADE 5 W MINIMUM AND BE GALVANIZED (� O OR CADMIUM PLATED. W U O 3" SP 9.5 WEARING COURSE MIXTURE (2,B) (� 6" CL 5 AGGREGATE BASE (MODIFIED) O `J — /�� 12" SELECT GRANULAR BORROW 6" MINIMUM SCARIFY AND RE COMPACT J `/ (SUBGRADE PREP) O FABRIC IF DIRECTED BY ENGINEER W NOTES: U m 1. TRAIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE CITY OF MONTICELLO GENERAL L� O SPECIFICATIONS AND STANDARD DETAIL PLATES. 2. PEDESTRIAN RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED NOTE: TYPICAL SIGN INSTALLATION WHEN STREET Z >- DOMES AND CONFORM TO ADA REQUIREMENTS. 3. MODIFY SURFACING, BASE, AND SUBGRADE DESIGN BASED ON NAME SIGNS ARE NOT INSTALLED O Lj U EXPECTED VEHICULAR USE AND SUBGRADE SOILS. C G Title: Title: SHEET NO. Typical Traffic Sign • Typical Trail Section Standard Plate Library Yp Standard Plate Library Installation City of Monticello Date: Plate No. City of Monticello Date: Plate No. 03-05 -- Revised: 5013 ---- - - - ---- - „-03-05 - — ,> C15 Revised: O 3-17 03-15 OF Gravel pad(s) MnDOT Class CA -15 7 or CA -25 Riprap Bedding Original Geotextile fabric grade POINT POINT .B. 'A' (D Z SECTION B -B ���� U O w Lu U) p w Lu w Lu (not t0 scale) EXISTING CURB 1. U Q — OVERFLOW IS OF Y2 I] W ~ > W H ~ Ribbed or Corrugated steel plates THE CURB BOX HEIGHT STAKE W p � CO U U U Ln W 2i W W 00000 J STRAW OR WOOD FIBER Z C) C) C) C)6' Original O TO 7' DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING >j LO 07 07 Geotextile fabric rade SECTION A -A g Q > > > (not to scale) Q� 0 W 0� O U) W 0' W 0' TYPE 2: BIOROLL DITCH CHECK PLAN USE ON ROUGH GRADED AREAS NOTES: Channelize runoff to sediment Sediment Trapping Device PP 9 WIMCO ROAD DRAIN CG -23* HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE Where the flow Of water is sheeting, place Sod strips uJ o 0 0 0 0 trapping device OR CITY APPROVED EQUAL.N 1 " x i" x ,s" LONG WOODEN STAKES AT perpendicular to the direction Q N M N N N OVERFLOW IS Y2 OF THE CURB BOX HEIGHT 1' 0" SPACING MAXIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE Of water flow. 0 (0 (0 N (0 O O r - O BIOROLL AT AN ANGLE OF 45 DEGREES WITH O O O OVERFLOW AT TOP OF FILTER ASSEMBLYRB THE TOP OF THE STAKE POINTING UPSTREAM.BIOROLL PROVIDE 8" TO 10" OF EMBEDMENT DEPTH. SHINGLING SOD O� \c / U i 45' FLOW 8' 10' EMBEDMENT DEPTH 1 >1 �O� �I^� F�O Lu O Z i r N Cl) 'IT N 0 co O -1 � Q U Ribbed or Corrugated steel plates �1P�F, o o 0 A A o c7 Bo BIOROLL STAKING DETAIL N Q / s Q / U 1' 6 m Q o O j FILTER ASSEMBLY ENTRENCH A m m 0 W J o / DIAMETER, MINIMUM OF 2' Z Z Y / o Q 6" ON -GRADE LLI UI � U � Z LLJj 10" AT LOW POINT W LU J Q /11111111111-1 INNo HIGH-FLOW FABRIC Where the flow of water is 0 0 0 0 0 Ii 00 CD / L z B * FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN � � concentrated, IOCe sod Stl S P p ~24' min. C/) j Slope away from "� CG -3290 OR CITY APPROVED EQUAL. parallel to the direction of o � 4 �' �" w , highway NOTE, OVERLAPPING SOD water flow. ���� o � / WHEN MORE THAN 1 BIOROLL/COMPOST LOG IS NOTE= Although pegging of sod is not specifically required it is understood that the cv i= c 0 O 3 ' 6 50 min. NEEDED, OVERLAP ENDS A MINIMUM OF 6' AND STAKE contractor Will be responsible for the Successful establishment Of the Sod including ` U `I a) _ J — Match or Right of Way Existing repair or re lacement of sod which becomes dis laced or damn ed due to lack of P P P g U) 5 ci -0� ca Grade PLAN protection or proper care. - 0 o J a !E >1 CL M o TL)Standar QU, U Title: Commercial GravelInlet Standard Plate Library ry Entrance Title: Protection Plate Li r ry Title: Bio Log Staking Standard Plate Li r ry Straw or Wood Bio Roll Title: Standard Plate LibraryConstruction Sod Placement City of Monticello Date: Plate No. City of Monticello Date: Plate No. City of Monticello Date: Plate No. City of Monticello Date: Plate No. 06-14 03-07 03-08 03-07 0 o �4 Revised: 6002 03-15 - Revised: 6004 03-15_Jj "` Revised: 6009 03-15 -_-` Revised: 6 010 03-15 o o 5' Q:omaM U)a-� cn o zN Cl) O 604 9) ♦^ % O U) ` M M LC) - Lf) WZM ♦^ �M N Q W N 1 4 111 40 to W W M UF- A ; li W o' mQ ..♦ �20 ♦ CDW ww V 3.3' 3.3' 1 0 0 6' CD Z J w N /1/ Z tY Q � N L-41rQ�i Lu W Z U) °o 3.3' t ^` / ) � � 2 U) 'CO, V♦ Ez'D 0 0 �/ U)wZ Ez OQ Q J� CD STAPLES PER $0. YD. 1.15 STAPLES PER $O. YD. 3.75 STAPLES PER $0. YD. :j0.7 M Z>%[' -.Lu m 06 Q U W M 4:1 SLOPES 3:1 SLOPES HIGH FLOW CHANNEL Q SHORELINE ♦E♦ / /1 ° z 3B ,2' <�37_ I a--► .......... O J ................. ::.:.::...:::::::::::: : . W Q—z ...._::.................................................. ::::;:;:::;:;:; — UO Q z^ J 3' r I..L W w./ _ Q w 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.. O 0 ` O LU V 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A V (15..) DEEPX V (15.n) WIDE TRENCH WITH APPROXIMATELY 12 (30—) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 (30cm) APART IN THE BOTTOM OF THE TRENCH. ♦� A 1 ) BACKFILL AND COMPACT THE TRENCH AFTER STARING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF W • / U O 1— ' STARES/STAKES SPACED APPROXIMATELY 12 (30—) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TOSOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM. STAPLES/STAKES J V — J O SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. Uj ` 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2-Y (Scm-12.Srm) OVERLAP DEPENDING ON BLANKET TYPE. To ENSURE PROPER SEAM ALIGNMENT, R ACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING TOP) THE �•/ W ) co 4— INSTALLED ON EVEN WITH THE COLORED SEAM STITCH ON PREVIOUSLY INSTALLED BLANKET. S. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE RACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE O 3- (7.5—) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12 (W—) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: 'IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN V (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. O }+ j Title: Erosion Control Blanket SHEET NO. Standard Plate Library Stapling Patterns &Installation ,1 City of Monticello Date: 03-08 Plate No. =�601 1 Revised: 0,3_15 C16 S � s s Rim=942.48 T / Inv.=9/4.58 \ S / ` \ / /'01' / / =943.33 R'm=945.34 Nlnv.=94/.5/ / Rim=,A.9I '79J5.41 A. a \\ F 8" / Soni. / Rim= ' v.= — �.Z. NE lny4, FMv. Stub (Verify S / / WM / i i \ FES l8" CMP \ Elev. • 958.62 M N \\ \ \ \ \ l (�N OOOR 46 S<gp'?s Fp�Ri \\ <<s STq I'OTq<�<< \ / \ ♦ sec ♦ \ Sec x i S 3 �\ \ FES 36" CMP s\ , Elev 932.55 S , \ \ Rim=942.27 , S \Inv.=933.12 Rim=942.66 / \ \\ Rim=943./7 \ 36Inv.=932.86 , \ " , \ � Rim=943.62 / \ W Inv.=934.20 / \ \ E Inv. -9J4.20 S Inv.--9J9.47D67F 939.47 / \ P\ 8" PVA/SDR 35 Soni. 11 Rim= 1 In v.--942.57 Rough location of trail) Rim=946.34 1 1' — Rim=949.05 1 Inv.=937.73 LEGEND: I'M 7-7 7377E \ / a S / Y / 7 D/ ' 406 / / / / / / \ \ \ \ \ \ \ \ \ WHEEL TRACK 0 40' SCALE: 1" = 40' OVERHANG EXTENTS HYDRANT EXTENTS HYDRANT LOCATION 43.00 7.00 22.00 z O a U W O 0 w U O w U w U Q U z O m 0 0 m Q > > > > 0 0 0 Y -i O W Cl) N Cl) N Cl) N Cl) N Cl) N Q N N N N N O N m m 0 W 0 0 0 0 0 Y -i O Z I M N O N IN O U (j) N (� C O r� � � J QC O L� O 73 O O (� N -O ` Q E E C e`er N N O L 1 } ca�' o Q t m C 2 N 'U) p L C d U _N M 0 Aerial Fire Truck LU m z � N feetO m m 0 W ZZ 8.50 Y -i O 2 3:LLZ 8.50 W co Lock to Lock Time 6.0 Q W 0' 2 > J 0 0 0 0 0 LL O U (j) N (� C O r� � � J QC O L� O 73 O O (� N -O ` Q E E C e`er N N O L 1 } ca�' o Q t m C 2 N 'U) p L C d U _N M 0 Aerial Fire Truck LU z z � N feetO V rn Width 8.50 U) z = o Track 8.50 W co Lock to Lock Time 6.0 LU zC Steering Angle 33.3 Q W 2 N cn O W H W Y� U o a .� - LU M H LL 10- J 0-i ZwQ wN C-00 wO U m 5 j LJJ Z w () 00 ~ Cfl O rQ1'� /c/p� > Z ?ZZ �M V V♦ w 0 LL O0 �J� F- O~ MryJ� Z>> QUW OJ W �V �H CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 cn LU z Q w O = �z U W ~ LU t1A .� w cn O LU U o � 00 U 10- J LU Q wO U m w O z O U SHEET NO. C17 I /I T Ar I i I S S 1 s 77q- S_ ------ --- Rim=942.27 S \ \ I--In�933.12 \�; \ FES 36" CMP / / S g \ \ \ Elev.- 93255 / \ \� �im=942.66 / / \ \\ \/ / \ —Rim=943/ .17 \ lnv.=93286 / S 36 " RCP \\ / \ \ W Inv.=934.20 / \ E lnv.=934.20 \ \ =939.47 D679 \\\ W / 8" PVC SDR 35 Soni. 36 \\ ` • �� \ / \ \ \ / \ Rim=946. \ =nv.=942.57 Rough location of trail \ Rim=946.34 \ / \ \ .99G ry7� \ \ Inv. =9J5.52 30" RCP � � \ RimInv.=937.73 \ \ \ \ \ C S \ Rim=948.16 CC 30" RCP \ \ 9sty \\\ ° ` \\ Inv. -933.79 \ 1 im- ln. 9Sp \ _ Rim=950.44 1 \ `r6\ \ ` 200, Inv.=93 �� \ Rim=950.39 1 \ \ \ V _ Inv. -938.82 1 9 1 < 1 \ Stu —93 . \ \/ I � Rim=945.9— I � � h9as=939.78 d ° ♦ � � 30, � I ��— \ I �b� 939.78 d d a ♦ ° d 3p \ " 4RCP .d I /P \ SIGHT CLEARANCE d' d ♦ r — — — ! — _ �_ — \ / I \ I 200' w co ��° % %\ \ Ste` � _ � \ �-- ���—1 a ♦. // `�,°_ � �------_� LEGEND: SIGHT LINE ORIGIN SIGHT LINE EXHIBIT NOTES: 0 30' SCALE: 1" = 30' 1. SPEED LIMIT: 30 MPH: STOPPING SIGHT DISTANCE: 200 FT. 2. NO SIGHT OBSTRUCTIONS PRESENT WITHIN STOPPING SIGHT DISTANCE TO ENTRANCE OF SITE. z O F- a U cn W U O i.--� Q W w w U wLU O w w Q� U w Q� U Q U z_ Q m Q Q a > LU > > � z z Y - O W Cl) N Cl) N Cl) N Cl) N Cl) N Q N N N N N O N m Q LU cn � z z Y - O O I M N O N O O 0 LO N 9 co N ' I LU � m m m Q LU cn � z z Y - O U z U z zQ U Q W 2 J Q Q Q U Q IL i U 0 0 m L L ( E C O JQ, O s J CL (n O (� E E O ` Q E c e`er L ca �' o Q- m C 2 N 'U) p C U) 0- C G7 Ap _ \ Z N O00 p \ \ // \ \ \ \ U)`_ C) LO O p \ \ \ Z '/ L p op 00 p \ / % /' / \ � U N LLJ U) O O \ \ // // / \ �\ W WN Od O 37o / Q C) wm XA LU O zwQ F -N d \ / / \ \ / �Z�� A Z 2 Z OM � (n W O LL CO a ro M 0 N / 1 ' '`'------------- / s - s s s CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 SHEET NO. Chi :3 LU � z cn � Q W O z U 00 zQ _ LU ago � LU cn O � w z LIJ � O J N 000 2 J - C: LU p[ O v� U o0 O z OC G SHEET NO. Chi :3 Response to 08/09/2023 Memorandum TO: Matt Leonard, City of Monticello FROM: Chris Dahn, Bogart, Pederson & Associates DATE: October 6, 2023 RE: Briggs Apartment Site Preliminary/Final Plat and Civil Plans — Engineering Review City Project No. 2023-22 WSB Project No. 022968-000 Thank You for reviewing the Briggs Apartment Site Preliminary Plat and Civil plans. BPA has reviewed the comments from the city's preliminary plat review and the city engineer's review in the Planning Commission Agenda, dated 09/29/2023. We offer the following response to comments and recommendations that have been made in the review. Comments on the plan have been tabulated and responded to below. Preliminary/Final Plat & General Comments 4. Additional comments have been provided directly on the plan sheets. Not all comments on the plans have been summarized in this review letter. BPA Response: These revisions for all the comments are now revised. Site Plan (Sheets C3) 10. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. Update the 10' wide trail along 7th Street to a 6' wide sidewalk with a 6' boulevard. BPA Response: This path is now a 6' wide sidewalk. 16. There are parking spaces at the NE entrance and pavement areas on the south side of the site that are encroaching into the drainage and utility easements. The City is amenable to this but will require that the applicant confirm no existing utilities are impacted with the encroachment. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com BPA Response: We have contacted utilities to confirm if any are located under the parking area but have had trouble getting locates accurately completed in this area. The parking stalls have been cross hatched and will only be used by building/maintenance staff. Site Plan (Sheets C3) 22. Retaining walls greater than 4' in height will need to be designed by a professional engineer and require a railing or safety fence at the top. BPA Kesponse: The retaining wall has been lowered to De less than 4' in height. 23. Reconfigure pet area near the central infiltration basin so that it does not drain directly into the basin. BPA Response: The grading has been updated. The site plan now calls out to include edging to direct water away from the basin. The surface shows water will flow to the curbs first. Utility Plan (Sheets C7) 25. It is not clear what the existing valve configuration and hydrant location is with the existing water service, review and correct the plans. The existing hydrant on the north side of the site will be located within the proposed bituminous trail (or revised plan with concrete walk); this will need to be relocated outside of the trail or walk and have at least a 2' clearance to the edge of the pavement. BPA Response: The trail is now proposed as sidewalk. On center of hydrant, there is 3.5 feet of clearance from sidewalk to the hydrant. 31. The City's preference is for the watermain connection on Elm Street to be a wet -tap. If a wet -tap is not used, the contractor must coordinate with the City utility department and property owners impacted. BPA Response: This is now called out as a wet tap. 34. Sheet 5C references web soil survey for soils information, please Include soil borings to verify soil types and infiltration rates for the site along with separation from the ground water. Soils borings should be a minimum of 5' below the bottom of the proposed infiltration basins. In -progress, awaiting receipt of geotechnical report. BPA Response: Geotech report is still in progress. Erosion Control & SWPPP Plans (Sheets C9 & C10) 41. The proposed project will disturb more than one acre. Develop and include a SWPPP consistent with the MPCA CSWGP with future full plan set submittals. In progress, a more detailed review of erosion/sediment control and SWPPP will be conducted with future submittals. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com BPA Response: Comment noted. The erosion control and SWPPP are finalized apart from any comments. 42. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review (if required due to disturbance limits), prior to construction commencing. BPA Response: Comment noted. This will be provided prior to construction. Construction Notes & Standard Details Plans (Sheets C11 -C16) 46. The pavement design/typical section shall be designed to meet the City's standard, at minimum. The final pavement section shall be designed by a registered geotechnical engineer for the specific soil conditions found on the site and may need to include a thicker aggregate section and/or a sand section here the fire truck access route is intended. Provide details for the various pavement sections. In -progress, awaiting receipt of geotechnical report. Pavement section to be designed and submitted accordingly. BPA Response: Comment noted. We are still waiting on a Geotechnical report which will have the pavement section recommendation based on the soil type. Traffic & Access 54. Provide a sight line exhibit at 7th Street access and show that intersection/driveway sight distances will be met. Add distance triangles for left-urning and right -turning vehicles at the access. BPA Response: A new sight line exhibit is now provided at the end of the path. The entrance has no obstructions within the stopping sight distance on 7t" St. West. If you have any questions, I can be reached at (763) 262-8822. Thank you for providing review comments for this project. Bogart, Pederson & Assoc Phone: 763/262-8822 13076 First Street Fax:763-262-8844 Becker, MN 55308 Toll free: 888/210-8301 www.bogart-pederson.com GREAT RIVER SECOND ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Riverwood Bank, Federal Savings Bank under the laws of the United States, owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Outlot B, GREAT RIVER ADDITION, Wright County, Minnesota Has caused the same to be surveyed and platted as GREAT RIVER SECOND ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created by the plat. In witness whereof said Riverwood Bank, Federal Savings Bank under the laws of the Unites States, has caused these presents to be signed by its proper officer this day of Printed Name: Title: 13 CITY OF MONY/CELLO WRIGHT COUNTY, MN STATE of VVICINITY MAP COUNTY OF 0 100 Sec. 10 right Co11, pnty, MN ng. 25 LEGEND: 0 Denotes found Y2 inch iron pipe This instrument was acknowledged before me this day of , 20 , by (SCALE IN FEET) capped LS 44606, unless SCALE: I INCH = 100 FEET otherwise noted its on behalf of Riverwood Bank, Federal Savings Bank under the laws of the Unites States. ® Denotes Y2 inch by 14 inch iron Bearings are based on the plat of GREAT RIVER pipe with a plastic plug stamped ADDITION. For the purpose of this plat, the East R.L.S. 47466, unless otherwise Notary Public, County, Minnesota line of Outlot B is assumed to bear South 0 noted, to be set within one year Signature degrees 22 minutes 05 seconds West of platting date Q Denotes found cast iron monument xPK Denotes found PK nail My Commission Expires Drainage and Utility Easements are LS 16321 Denotes David Thorp, LS (Printed Name) shown thus: LS 13637 Denotes Paul Thorp, LS 1112LS 44606 Denotes Kyle Klasen, LS I, Craig A. Wensmann, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly / _ /2+— _ — — — — — —1 _ LS 15233 Denotes Dennis Taylor, LS Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all / — — — — — Denotes easement mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be N 8 009'10 W / NOT TO SCALE Denotes existing adjoiners correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Being 12 feet in width and adjoining lot lot \/v lines unless otherwise indicated on the plat. Craig A. Wensmann, Land Surveyor Minnesota License No. 47466 STATE OF MINNESOTA �; �`� / / \ N 87011'47" W COUNTY OF �- �f 30.00 7110 The foregoing Surveyor's Certificate was acknowledged before me this day of �V, 20 by Craig A. Wensmann Land Surveyor, Minnesota License Number 47466. k9 / Drainage and Utility Easement (Per GREA T RIVER ADDI TION) — _ ' / ��� / 04 U, NOr hens \ — =12040, i 94p'/ `\?89� X09?'`���T y County, Minnesota / °�% / \fie y47L. ,Q Signature Notary Public, \ �� / \� \ ter/ o'` o / Sgt cif/p /'9(:5> 09 / �e5 Lot 1 t B i .00 •�O I I_ My Commission Expires (Printed Name) F, �� 'Q�� �— — — CITY OF MONTICELLO PLANNING COMMISSION N 84°59'04" E \/ / Inch IP �2 , n� / Be it known that at a meeting held on this day of \/ / / •4p 44606 33.03 I I IP Y 14 =11,0159 0 20 the Planning Commission of the Cit of Monticello, Minnesota, did hereby < oh i /2 foot wide Drainage 4,20 , �� CO 2 69� g y y / and UtilityEasement ��/� X946 N 88054'50"E Inch I L=97. / review and approve this plat of GREAT RIVER SECOND ADDITION �� ii ca �c� T r< Doc. No. 676/8 \ X4`3• R_496.00 — 235.25 Open S 89°53'44" E 300.82 tR=507.31 Block 1 / �05� Ir'��� L/ --------------- — — -- 2 1 I ilr, I i� ^ n n I lP Y2 I X25336„ Inch Open I \11 K, ' I' II w' Chairperson Secretary \ i �t ��\ /nchl I /P Y2 22 Open 12 / ph Open Inch p 1 / i en I ams„ ¢so i �— Open CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA r' This plat of GREAT RIVER SECOND ADDITION was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Outlot /"'1 i _ Mayor City Clerk �55./8 ' p I �t • Q o WRIGHT COUNTY SURVEYOR 13 I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this i day of 20 o Q I ti) `- \ Sauth wester/y /;7, �0 opt/at B o af Wright County Surveyor I I \ I North 23/6„ o I ��' Drainage and Utility Easement WRIGHT COUNTY HIGHWAY ENGINEER 4.r aster/ //.9 o I r—i �j // (Per GREAT RIVER ADDI TION ' �_ �, e W This plat was reviewed and recommended for approval this day of 20 �.�h y r'9ht wa298 133 33 �9�/ & KIRKMAN ADDITION) I r Of /ntersf I ate Wright County Engineer ¢029 IP Y2 Inch34 48 WRIGHT COUNTY LAND RECORDS pen2, I I I I I I I I I I, Inch ' I L. L. I I .. I v Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefore described have been paid. Also, pursuant to X5394 Open Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 N 79°4527„ . W Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the Office of the County Recorder for record on this day of 20 at o'clock .M. and was duly recorded in Cabinet No. Sleeve as Document No. Wright County Recorder BOGART, PEDERSON & ASSOC/AYES, INC. TREES, DECIDUOUS 51ENNA GLEN MAPLE 2.5'' BB (18 QTY) RIVER BIRCH 12FT BB (23 QTY) VORY SILK JAPANESE LILAC 2.0" BB (lq QTY) PAGODA DOGNOOD 5FT BB (12 QTY) SPRING SNOW CRABAPPLE 2D0'I BB (2 QTY) TREES, CONIFEROUS BACK Nies sPRucE SFT BB (27 QTY) COLORADO BLUE sPRucE SFT BB (iq oTY) 0 r IEDORA JUNIPER #15 (100 QTY) SNRUBS, DECIDUOUS 0 0 0 0 VORY HALO DOGWOOD #5 (3q QTY) BLooMERANG LILAC #5 (20 QTY) LITTLE LIFE HYDRANGEA #3 (43 QTY) GRAY DOGWOOD #3 (12 QTY) SNRUBS, CONIFEROUS TAUTON YEW #5 (28 QTY) PERENNIALS IS 0 H FRANCES KLLIAM5 HOSTA -41 (G4 QTY) KARL FOERSTER GRASS #1 (33 QTY) STELLA D ORO DAYLILY #1 (29 QTY) AUTUMN JOY SEDUM #1 (13 QTY) MNDOT 33-2(1 2-4" FIELD STONE 763.441.2141 greenscapeco.com H4� ZECLRE STATES TO e TREEiRWKWHEMP-1 EACH TREE MLLST PLANTED SIGHLE ,m &10x40 MM (AIN. H4ROW000 IL T THE TRUNK FLARE IS NSIB AT TOP AT THE OF THE RHALL. STAKES OR OTHER APPROVD) STAKE IMTERIAL 50 MM(21N.) MLLCH. W NOT PACE THE LROWR ' e� e e e OF IN THE -EH RI'r --TAN h£ED-FREE FOR FULCH IN CONTACT WITH SHRUB TRUNK. HIGHER IN SLOWLY GRAINING ZOILs) e :!WqW ��Hi .yAH +IA 00NOT COVER THE TOP' OF THE ROOT BN1 WITH SOIL(4 N) HIGH EARTH SaCER BEYOND EDGE OF ROOT BEL. HARONoOD STAKES IR OTHER REMOVE Al TWNE, ROPE AND WRC, AND BURLAP FROM TOP HALF OF ROOT E— III SPECFIED 501 MxTI.RE F-1 / %: . COMPACTED TO 'FNAR — ALI ITEEDGECFTUE Am FRV % ALL STAKES suw_ e€ rmvSN __—I—I III III—I —III III PLANT IS SHIPPED WTH A WIRE BASCET AROUND POLKETst sETTLB'IENT SET TOP OF ROOT BN1 AT LEAST 25110 MM (I-2 IN) ABOVE GRADE (IR HIGHER IN 5— DRANING SOLS) THE ROOT BEL, OR Toff WIRE RACKET N FOLR PLACES PLACE ROOT AND FOLD DOWN 200m (0 IR) INTO F—FFING HALE OR TAMPED BELL ON UN—VATED 5011 CONIFEROUS TREE PLANTING DETAIL TYPICAL INSTALLATION - 6'6" (2000M) OR LESS DO NOT HEANLY PR NE THE TREE AT o PIANTMG. PRIME ONLY CROSSOVER AA LIMHS, —RANT LEADERS, AND O RO:I" OR DEAD BRANGHE. 501'tE e o INTERIGR TWIGS AND LATERAL eppo ABLE BRANCHES N SUCH A PS HEMMER TO PRESERVE THE aRANCHSS MAT aE WRWEO; v0 �yv0 N HOWEVER, 00 NOT RPIOJE THE ePo`da TERI`9NA1 BUL GF BRANCHES THAT "T"I TO THE EDGE GF SHRu&S RANTED IN GROLPS SHALL THE LROWR ' e� e e e a a m (In DIAM. ee PASTIL HDsE e e e e GALVAN¢ED WIRE OR CA&E TWIST WRE TO TIGHTQJ. SET TOP ROOT BELL AT —ET ' e 2EsAMM (11 IN.) ABOVE GRADE (OR (1 FULCH IN CONTACT WITH SHRUB TRUNK. HIGHER IN SLOWLY GRAINING ZOILs) e 0 00 oo�°off 0 v�A O1 e EACH TREE — BE PLANTED SIKH 1000 x 40 MM (M. x —N.)THAT THE TRWK FLARE IS V151— AT THE TOP OF THE ROOT BALL HARONoOD STAKES IR OTHER (21N)1'VLG! DO NIT PLACE 50 MMBELLT! APPROVED STAKE INTERNAL DO NOT COVER THE TOP OF THE ROIT MU_CH IN OONTACT WITH TREE TRIPLC. AITAN THE FULGH WEEofREE F- SO WIIL A MINMMI OF THREE YEARS AFTER 100 MM (AN) HIGH EARTH SPLCER PLANONG BEYOND EDGE OF ROOT BALL AF FOR SETTLEMENT _ - = = TAt 501 AROUND ROOT BN1 DO NIT COVER THE TOP THE ROOT BALL WBH SOIL — FIRMLY WIT! FOOT PRESSURE 50 THAT ROOT BALL DOES NIT SHIFT. L RP — ALL TWINE ROPE AND WIRI AND I?I .RAP FROM TOP HNF OF REIT 8411 F �515 SHIPPED WITH A WIRE BSI AROMD THE ROOT BALL, CDT THE WIRE FAENET IN FOUR RACES FLAGE RUNT 84LL ON NEXCAVATED AND FOD DOWN 200 MM (6 UN) INTI PANTING HOLE OR TAMPED SOIL DECIDUOUS TREE PLANTING DETAIL TYPICAL INSTALLATION - 311 (7SNN) CALIPER OR LESS 2-4j1 RIVER ROCK INTERSTAE -114 0 10 20 40 SCALE IN FEET � JZ NOTES No. Date Description REVISIONS Greenscape La vuolscaPe • c rri o Rti ow • Tv -r f landscape Plan MONTICELO SUITES HWY 94 AND ELM STREET MONTICIELLO, MN, 55362 SCALE 11=301 PRUNE DAMAGED OR OB—TION- SHELL BE MEA3IRED FRO`t "i— GRADE TO THE UPPER CFECKED BY ABLE BRANCHES N SUCH A PS HEMMER TO PRESERVE THE -N B I IF IMI00T OF THE RANT OCT 3, 2023 NAIRAL CHARACTER OF THE PANT SHRu&S RANTED IN GROLPS SHALL EO MM (2 IN) MULCH DO NOT PLACE BE SET IN C—EE EEDS As O p Q opo°0 FULCH IN CONTACT WITH SHRUB TRUNK. suoHN ON PLAN 0 00 oo�°off 0 v�A O1 e PLANTNG METHOD ILLLGTRATED OVALLY TO 84RE- 0 {8�� IOD f91 (4 N) HIGH EARTH ZPLCER RBITIIT TO Racer sraee t BN1E0 t BURLAP BErallo EnGE aF RaoT BALL srorx o w \ SET SHRUBS S7 AD (2') WGHER THEN SJRROWDING GRADE T, T, o�J AF FOR SETTLEMENT sPELIFlEO SOIL MI%TIRE Fl— DO NIT COVER THE TOP THE ROOT BALL WBH SOIL j / ! COMPACTED TO ELIfANETE AIR FICKET5 AND PREVENT t SETT —T SEARFY IRRIGATE IN51DE OF SHRUB PLANTING PIT PRIOR TO�I—.. PLANTING //// /////// MMI / REMOVE NURSERY PIT PRIOR TO PLANTNG(IF AFFEU E) III III EXCAVATE t PREPARE RMITNG —_—_—_—_— COMPACTED 31BGRADE BED TO 450 MM DEEP OR AS SPECIFIED _— — — — — — — — � SHRUB PLANTING DETAIL TYPICAL INSTALLATION 2-4j1 RIVER ROCK INTERSTAE -114 0 10 20 40 SCALE IN FEET � JZ NOTES No. Date Description REVISIONS Greenscape La vuolscaPe • c rri o Rti ow • Tv -r f landscape Plan MONTICELO SUITES HWY 94 AND ELM STREET MONTICIELLO, MN, 55362 SCALE 11=301 DRAWN BY ZOCh Plei55 CFECKED BY DATE OCT 3, 2023 DATE OF PRNT Powered by DynaSCAPE8 !)nticp-..iin hfAsirjp-......ntiai wuitE r -I 111�j 1 y •f ' IP 1 .■ AMR ,& ' + PLEy - I 1 ra.jz! ti - I,r It- ' i b A - 1 ' Ir 1 a ti Ili ills i�FV 7 ' '; I — }t 1 OWE m W*rn IF t 1 # i e DRAWINGf 4 `a yr oilCOVER SHEET r I ' � f i 08/03/22 — - t - DRAWINGSCALE AS NOTED 01 COPYRIGHTo2023 TOO STORY OPEN SCREENED PORCH l� L 14. . L ti! Tr.51 y Ni'.J 05NNO. 'Aul Pio Ezm- f•.lr-o Ira.e rf � Ya w LL i fiat. aN� i 112'-D' it � fi Mlil iYLL iii at *iik iY IM iY iM d. i,fY$?dY# Edi+• �rll�• �'iY• �,idiLL ■J'. �iJiLL TJiL.J: 7YalL c - 7Y.1 Y i.1Y.L• IN W L SELL• i,� u: BUILDING PU*CQ EPT' FJ '-ENTRY LEVEL 1 9 2E•'-0' YMinme im $cpd Ya• �'ir �9df# illi ar. i75aL WLL , M . r- m NW41 r�rur NPNN" In - al I d0.J SITE SUMMARY -10.0 ACRES -SEE SURVEY UNIT Iii IX: CONCEPT'E2a'=150 UNITS I'LE:rEL 0 PARKING; UNIT CUNT -LAND AREA= 160.1 6.4-2°•.°•PER AtiCRE FIVE LEVELS ( GROUND LEVE LPARKINC- uARAGE-101 STALLS) -00 INDOOR PARKING STALLLS+t17} TUCK UNDER GARAGE STALLS= 116 DETACHED GALRACE STALLS=44 -OTAL INDOOR PARKING STALLS =160 INDOOR PARKING STALLS PER UNIT= 100 150=1.47 OU -DG OR PARKING S-ALLS=186 -OTAL PARKING=340 TOTAL BEDROOMS=238 TOTAL PARKING TO BEDROOM RATI0=346 f 236=1-47 STALLS PER BEDROOM 1. LEVEL (0)=7 UNITS BEDROOMS PER FLOOR=7a 1.1. STUDIOS -0 1.2. ONE BEDROOM -7 1.3. TWO BEDROOM -0 1.4. THREE BEDROOM -0 2. LEVEL ;1Y33UNITS (WITH '171NDWIDUALLTUCK UNDER GARAGE STALLS), (BEDROOMS PER FLOOR -45) 2.1. STUDIOS -4 2.2. ONE BEDROOM -18 2.3. TWO BEDROOM -10 2.4. THREE BEDROOM -1 2.5. (17�TIJCK UNDER GARAGE STALLS 3. LEVEL (2}i10 UNITS, (BEDROOMS PER FLOOR=67) 3.1- STUDIOS -4 3.2_ ONE BEDROOM -22 3.3- TWO BEDROOM -11 3.4- THREE BEDROOM -0 4. LEVEL POOL] NITS, (BEDROOMS PER FLOOR=79) 4.1. STUDIOS -4 4.2. ONE BEDROOM -11 4.3. TWO BEDROOM -11 4.4. THREE BEDROOM -14 h. LEVEL(4Y30 UNITS, (BEDROOMS PER FLOOR=47) 5.1_ STUDIOS 5.2_ ONE BEDROOM -1F 5.3_ TWO BEDROOM -11 5.4_ THREE BEDROOM -0 -OTAL U N IT MIX, {BEDROOMS PER PROD ECT=238 � 5.1_ STUDIOS -10.101150=0.106-10% 6.2- ONE BEDROOM -70, 78 1 150=0-47-47% 5.3_ TWO BEDROOM -43, 431150=0.2B-29% 6.4- TH R EE BEDROOM -21, 21 1150=D. 14-14% DASHED LINE N D IC RTES FLOOR AB %VE mft1 vi im no 1 a L7M8ri Fi 5Y�' {mal: �dY# �V*.V4' 7i'alY-r iM YYk FY iM iM IM IM i111D15 IMLL ittla7. {JtliLL 'Alaf. TTP iW4` �+�dY-! �#d!� Pl�'aSMY $ ia� $?s!i'f iF�a7r� ,Ira r nidi Li �,iiY at. 4*N.A PULL 7%L'. ..�.L i,ih aL S75aa 1p*mr# &MRAGE �a•.11tr i xd a7. if ilk �� T }� ,M � r'.6,10,, IMLail�ltl' S 7N{ 7M LL BREW 14 W HLr4c +' i ini ai 3S3Sd1'�Y� �,1ii iL• 7%.f. o,Y�'dr-0` y`F yi.'i' LI f -i M1111 7YO1 Yl 9.21, i aaL l� 5hr d■# l,1.ti LL drx { f� 1 �tiSy� 17L al , NF 1 �� i5cl ��1�� i t� '' ���JI �If 1 K�] �]'i�l MAXIMUM AVERAGE GRADE PLANE -6-0" SO THAT GROUND FLOOR DOES NOT COUNT AS A STORY -GROUP -R -2 -TYPE VA - FOUR STORY MAXIMUM ABOVE GRADE PLANE. MAX. 36,000 S.F PER STORY BASIC ALLOWABLE -(SEE TABLE 506.2) NOTE: TYPE -III A OR B CONSTRUCTION MAXIMUM FIVE FLOORS ABOVE GRADE PLANE -(SEE TABLE 504.4), MAX. 48,000-S.F. III -B OR 72,000 III -A S.F PER STORY BASIC ALLOWABLE -(SEE TABLE 506.2) NOTE - FLOOR AREAS CAN BE INCREASED BY CREATING CONNECTED BUT INDIVIDUAL BUILDINGS WITH TWO INDEPENDENT STAIRS EACH BY ADDING 2 HOUR SEPARATION BETWEEN EACH FIRE AREA. 0 BUILDING SECTION 1/16" = 1'-0" Y Vl,R■rVJ. ■ S! ■ Y \■ ■ !,R l,R■ ■l,Rr■ J ■�1�■ r� � i_r r Ai .Q 0 �J ASK ME- 1;S1 Sui m w ■ 1 awl r .air - 1 ■ E .64 Y - IN r - EL .r:. a%- --r . ,006- � i _ - - 11 T ` T L i` L L - - -- - - - �- - - - - z i L E� - - -_-- -------- - - - - - -� - - �- -� el Ad d 4 - i Y I Bit 9e go — 1t VA ' 1 DRAWING TITLE DESIGN I f 11 11 111 ��� s� �• - Un1 �� RIVS OPTIONS allaa � -� AWOL --ME - 71 !Hill 08/07/23 .. � •� � � � ii 1� i�fw it �.>,. - SCALE •TED ow K DRAWING E COPYRIGHT © 2023 owl al toEtmontsm so a 0 m m E I 9-19-23 Apartment Building Material Percentages 65% Onyx & White Steel siding 21% cedar tone steel siding 14% Cultured stone Detached Garage 38% Onyx & White Steel siding 44% cedar tone steel siding 18% Cultured stone Monti �J Res i CAPI h i i i i i i i i i i i i i i i i i III i i i i i i i i i i i i i i i i i 20'x12' 20'x12' 20'x12' 20'x12' 20'x12' 20'x12' 20'x12' 20'x12' 24'x22' I I 24'x22' I 24'x22' I I 24'x22' I 48'x14' 48'x14' 48'x14' 48'x14' 48'x14' 48'x14' I 28'x12' 28'x12' 28'x12' 28'x12' 28'x12' 28'x12' 28'x12' 28'x12' 24'x22' I I 24'x22' 24'x22' I I 24'x22' I IME 12x14 3 12x14 12x14 I 16x10 16x10 10x12 M 10x12 A 10x12 111 10x12 Ld 10x12 OVERALL - NORTH AND SOUTH ELEVATION 1/8" = 1'-0" OVERALL - EAST/WEST ELEVATION 1/8" = 1'-0" 10x12 10x12 16x10 16x10 12x14 12x14 12x14 B r'i1 DASHED LINE INDICATES FLOOR ABOVE s ComDanies TWO STORY OPEN SCREENED PORCH IN0"x32'-4" 840 s.f. M'x32'-4" 840 s.f. 12%'"x32'-4" 840 s.f. COMMON AREA TWO STORY SCREENED PORCH ONE ACCESSIBLE PARKING STALL / 25'-0"x33'-0" M X4:8„ 1EIR 1BR 26'-0"x32'-4" 26'-0"x32'1" 840 s.f. 840 J. ELEVATOR CORE/OFFICE /COMMON SPACE 1BR 26'-0"x32'-4" 840 J. 2BR2BR 35'-0"x30'-0" 37'-0"x30'-0" 1,058 s.f. 1,120 s.f. COMMON 1BR 2BR AREA OFF 25'-0"x30'-0" 37'-0"x30'-0 POOL AREA 756 0. 1,116 sJ." BUILDING PLAN -CONCEPT ' E2a'-ENTRY LEVEL 1 1/32)) = 1'-0" 277'-6" 26-0" 2 BR 1 BR 1 BR 2 8 2 BR 2 BR STUDIO IBR 37'-0"x30'-0" 25'-0"x30'-0" 37'-0"x30'-0" 37' "x30'-0" 37'-0"x30'-0" 19'-0"x30'-0" 26'-0"x35'-0" 1,120 s.f. / 756 s.f. 1,1 0 s.f. 1,120 s.f. 575 0. 965 0. 756 J. 756 J. 1,120 s.f. BR 575 s.f. 908 s.f. 10R1 -"x30'-0" 25'-0"x30'-0" 784 J. 756 s.f. STORAGE 1 BR 1 BR STUDIO O.� 1 BIR R 20'-0"x30'-0" / STUDIO M� _0 605 s.f. 25'-0"x31'-0" 37'-0"x30'-0 26'-0"x30'-0" MC0 Q\ 37'-0"x30'-0 756 0. 784 s.f. 19'-0"x34'-2" 26'-0"x34'-2" / J 756 s.f. 1BR"x30'-0" 1, 357 s.f. 1,116 s.f." m 756 s.f. 648 s.(. 886 J. /COMMON SPACE 2 BR / \ OR -0"x30'-0" 1,103 J. 1,103 756 s.f. STUDIO 20'-0"x30'-0" / 605 J. / O1 -0 25'-0"x30'-0" / 756 s.f. 1 BR / 25x30'-0" 7566 s.s.f. / n 4 ,8„ (17)- L2: WIDE WR x30'-0" GARAGE / 1,120 s.f. 4:0„ / STUDIO 19'-0"x30'-0" 667 s.f. / IBR 26 0'.x35'-0" / 973 0. ONE ACCESSIBLE PARKING STALL / 25'-0"x33'-0" M X4:8„ 1EIR 1BR 26'-0"x32'-4" 26'-0"x32'1" 840 s.f. 840 J. ELEVATOR CORE/OFFICE /COMMON SPACE 1BR 26'-0"x32'-4" 840 J. 2BR2BR 35'-0"x30'-0" 37'-0"x30'-0" 1,058 s.f. 1,120 s.f. COMMON 1BR 2BR AREA OFF 25'-0"x30'-0" 37'-0"x30'-0 POOL AREA 756 0. 1,116 sJ." BUILDING PLAN -CONCEPT ' E2a'-ENTRY LEVEL 1 1/32)) = 1'-0" 277'-6" 26-0" 2 BR 1 BR 1 BR 2 8 1 BR 2 BR STUDIO IBR 37'-0"x30'-0" 25'-0"x30'-0" 25'-0"x30'-0" 37' "x30'-0" 37'-0"x30'-0" 19'-0"x30'-0" 26'-0"x35'-0" 1,120 s.f. 756 s.f. 756 s.f. 1,1 0 s.f. 1,120 s.f. 575 0. 965 0. o CD Co 3 BR 2BR 2 B 1 BR. I ® STUDIO HM 37'-0"x30'-0 37' "x30'-0 25'-0x30'-0" 45'-0"x33'-0" 19'-0"x34'-2" 26'-0"x34'-2" 1, 357 s.f. 1,116 sJ." 1,1 6 s.". 756s 648 s.f. 947 s.f. 112'-0" 277'-6" SITE SUMMARY- ±6.0 ACRES -SEE SURVEY UNIT MIX: CONCEPT'E2a'=150 UNITS (LEVEL 0 PARKING) UNIT CUNT T LAND AREA=150 / 6.0--25.5 PER ACRE FIVE LEVELS ( GROUND LEVEL PARKING GARAGE -101 STALLS 99 INDOOR PARKING STALLS+(17) TUCK UNDER GARAGE STALLS=116 DETACHED GARAGE STALLS=44 TOTAL INDOOR PARKING STALLS =160 INDOOR PARKING STALLS PER UNIT=160 / 150=1.07 OUTDOOR PARKING STALLS=186 TOTAL PARKING=346 0 0 r` TOTAL BEDROOMS=238 TOTAL PARKING TO BEDROOM RATIO=346 / 235=1.47 STALLS PER BEDROOM 1. LEVEL (0)=7 UNITS (BEDROOMS PER FLOOR=7) 1.1. STUDIOS -0 1.2. ONE BEDROOM -7 1.3. TWO BEDROOM -0 1.4. THREE BEDROOM -0 2. LEVEL (1)-33 UNITS (WITH 17 INDIVIDUAL TUCK UNDER GARAGE STALLS), (BEDROOMS PER FLOOR=45) 2.1. STUDIOS -4 2.2. ONE BEDROOM -18 2.3. TWO BEDROOM -10 2.4. THREE BEDROOM -1 2.5. (17) -TUCK UNDER GARAGE STALLS 3. LEVEL (2)-40 UNITS, (BEDROOMS PER FLOOR=57) 3.1. STUDIOS -4 3.2. ONE BEDROOM -22 3.3. TWO BEDROOM -11 3.4. THREE BEDROOM -3 4. LEVEL (3)-40 UNITS, (BEDROOMS PER FLOOR=79) 4.1. STUDIOS -4 4.2. ONE BEDROOM -11 4.3. TWO BEDROOM -11 4.4. THREE BEDROOM -14 5. LEVEL (4)-30 UNITS, (BEDROOMS PER FLOOR=47) 5.1. STUDIOS -4 5.2. ONE BEDROOM -12 5.3. TWO BEDROOM -11 5.4. THREE BEDROOM -3 TOTAL UNIT MIX, (BEDROOMS PER PROJECT=238) 5.1. STUDIOS -16, 16 / 150=0.106-10% 5.2. ONE BEDROOM -70, 70 / 150=0.47--47% 5.3. TWO BEDROOM -43, 43 / 150=0.29-29% 5.4. THREE BEDROOM -21, 21 / 150=0.14-14% b il- TWO STORY OPEN SCREENED PORCH A O 1/32" = 1'-0" / COMMON AREA TWO / STORY SCREENED PORCH 1,031 J. / / / 18R / 26'-0"x34'-2" 890 s.(. / / IBR 26'-0"x34'-2" 890 s.f. / / / 11311 26'-0"x34'-2" 877 s.f. IBR 7'-0"x30'-0" 1,120 s.f. 3 BR STUDIO 0'-0" —J 45'-0"x30'-0" 1,357 s.f. 19'-0"x3 665 s.f. 1BR 6'-0"x35'-0" 906 J. 161"x34' 2" 846 s.f. IN"x30'-0" 784 J. 1BR 1BR 1BR 26'-0"x34'-2" 26' 0"x34'-2" 26' 0"x34'-2" 890 s.f. 890 s.f. 890 s.f. 2 BR 2 BR INx30'-0" 1 BR 1 BR 2 BR 2 BR STUDIO IBR 35'-0"x30'-0" 1,357 s.f. 37'-0"x30'-0" 37'-0"x30'-0" 25'-0"x30'-0" 25'-0"x30'-0" 37'-0"x30'-0" 1BR"x30'-0" 19'-0"x30'-0" 26'-0"x35'-0" 756 s.f. 1,120 J. 1,120 s.f. 756 J. 756 J. 1,120 s.f. BR 575 s.f. 908 s.f. 10R1 -"x30'-0" 25'-0"x30'-0" 784 J. 756 s.f. STORAGE 1 BR 1 BR STUDIO 3 BR 2BR 20'-0"x30'-0" 1 BR STUDIO 1 BR 605 s.f. 25'-0"x30'-0" 37'-0"x30'-0 26'-0"x30'-0" 37'-0"x30'-0 37'-0-0"x30'-0 784 s.f. 19'-0"x34'-2" 26'-0"x34'-2" ELEVATOR CORE / OFFICE 756 J. 756 s.f. 1BR"x30'-0" 1, 357 s.f. 1,116 s.f." 756 s.f. 756 s.f. 648 s.(. 886 J. /COMMON SPACE 2 BR x30'-0" \ 1,103 J. 1,103 3 BR STUDIO 0'-0" —J 45'-0"x30'-0" 1,357 s.f. 19'-0"x3 665 s.f. 1BR 6'-0"x35'-0" 906 J. 161"x34' 2" 846 s.f. IN"x30'-0" 784 J. 1BR 1BR 1BR 26'-0"x34'-2" 26' 0"x34'-2" 26' 0"x34'-2" 890 s.f. 890 s.f. 890 s.f. 2 BR 2 BR 2 BR 1 BR 1 BR 2 BR 2 BR STUDIO IBR 35'-0"x30'-0" 37'-0"x30'-0" 37'-0"x30'-0" 25'-0"x30'-0" 25'-0"x30'-0" 37'-0"x30'-0" 37'-0"x30'-0" 19'-0"x30'-0" 26'-0"x35'-0" 1,058 s.f. 1,120 J. 1,120 s.f. 756 J. 756 J. 1,120 s.f. 1,120 s.f. 575 s.f. 908 s.f. STORAGE 1 BR 1 BR 2BR 3 BR 2BR 2BR 1 BR STUDIO 113R 25'-0"x30'-0" 25'-0"x30'-0" 37'-0"x30'-0 45'-0"x33'-0" 37'-0"x30'-0 37'-0-0"x30'-0 25'-0"x30'-0" 19'-0"x34'-2" 26'-0"x34'-2" ELEVATOR CORE / OFFICE 756 J. 756 s.f. 1,116 sJ." 1, 357 s.f. 1,116 s.f." 1,116 sJ." 756 s.f. 648 s.(. 886 J. /COMMON SPACE BUILDING PLAN -CONCEPT ' E2a'- LEVEL 2 1/32)) = 1'-011 Pat, Please see the attached section. I think this is a good starting point but I believe I heard you mention over the course of the week that you like to have your first floor ceiling height with the primary entry at 9'-1 1/8". rough ceiling height all other floors 8'-1 1/8" 24" deep floor trusses, 1'-8" roof trusses. 1'-8" deep Roof trusses with 3/4" decking - 6" Iyanate 8'- 1 1/8" rough t.o. pre -cast lsocnsolatin-typical to btm. d clg. framing 7-7 d-pfloor trusses with 3/4' g'_ 1 111, rough t.o. pre -cast s fir: typical to btm_ of clg. framing 8'-1 1/8" rough Lo_pre-cast to btm. of clg. forming •.,...m.« 9'-11/8"rough to. r cast t CODE SUMMARY 2020 MNBC CHAPTER 5 MAXIMUM AVERAGE GRADE PLANE -6-0" SO THAT GROUND FLOOR DOES NOT COUNT AS A STORY -GROUP -R -2 -TYPE VA -FOUR STORY MAXIMUM ABOVE GRADE PLANE. MAX. 36,000 S.F PER STORY BASIC ALLOWABLE -(SEE TABLE 506.2) NOTE: TYPE -III A OR B CONSTRUCTION MAXIMUM FIVE FLOORS ABOVE GRADE PLANE -(SEE TABLE 504.4), MAX. 48,000-S.F. III -B OR 72,000 III -A S.F PER STORY BASIC ALLOWABLE -(SEE TABLE 506.2) NOTE -FLOOR AREAS CAN BE INCREASED BY CREATING CONNECTED BUT INDIVIDUAL BUILDINGS WITH TWO INDEPENDENT STAIRS EACH BY ADDING 2 HOUR SEPARATION BETWEEN EACH FIRE AREA. 9'-1 1/8" much top of pre -cast m bottom of ceiling rra ing_ ,uN.ro".a.E�s.. naaEExr"rs"u" E. At, N C) Of BASIC BUILDING SECTION -GENERAL REFERENCE NO SCALE U AINLY DETAIL Mainly Details Architectural Design, PLLC PH 612-382-5682 Suite 213, 1710 North Douglas Drive, Golden Valley, MN 55422 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered architect under the laws of the State of Minnesota. date: Gregg S. Graton, AIA certification no. \GSGGigniture\002Jpg SIGNATURE DATE: Owner: Larry Kasella consultants Architect: Mainly Details, Architectural Design, PLLC. Surveyor: Civil Engineer: Structural Engineer: contractor Contact: Office: Mobile: project P -2022.028 -Maple Lake -Briggs C_ =3N CO UI C/)LCA O Q I U-) rVl 1..1..1 czc _ G _ U) 213cm 0 O 6' W = G This document is the property of Gregg S. Graton Architect and is intended to be an instrument of service for this project only. No reproduction is allowed without the written consent of Gregg S. Graton Architect. Use infringements will be prosecuted. The contractor is responsible for the verification of all on-site conditions and dimensions. 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Q_ _ YV � � r �0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 � 0.3 0. 0.6 0.7 0 6 '0 .13 Luminaire Schedule Symbol Qty Tag Label Arrangement Lum. Lumens Arr. Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename � 6 S SLIM37 SINGLE 3905 3905 1.000 SLIM37 35.3 35.3 211.8 SLIM37 -Cool - RAB02437.IES 0 48 D dsk34-6r16_5940120ws SINGLE 1269 1269 1.000 dsk34-6r16_5940120ws 16.7101 16.7101 802.0848 dsk34-6r16.5940120ws.ies rm[H 2 A a17 -3t150 SINGLE 21180 21180 1.000 A17 -3T150 149.08 149.08 298.16 a17-3050.ies 20 [EpwEH 5 A2 588.604 182.369 3 A2 a17 -4t150 2 @ 180 BACK -BACK 21117 42234 1.000 A17 -4T150 149.17 298.34 895.02 a17-4t150.ies 301.11 215.982 2 T SLIM57 SINGLE 5579 5579 1.000 SLIM57 48.7 48.7 97.4 SLIM57 -Cool - RAB02604.IES ***LAYOUT AND BOM ARE SUBJECT TO APPROVAL Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type CalcPts 1 Illuminance Fc 0.64 20.2 0.0 N.A. N.A. Readings Taken 0'-0" AFG 10 10 Horizontal NOTES: * The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. * Illumination values shown (in footcandles) are the predicted results for planes of calculation either to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of the designer. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. * RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal Patents issued or pending apply. Expanded Luminaire Location Summary LumNo Tag X Y MTG HT Orient 1 A 259.961 190.898 20 143.746 2 A 578.765 80.071 20 337.166 3 A2 399.879 268.789 20 59.42 3 A2 398.353 266.207 20 239.42 4 A2 495.391 224.303 20 63.159 4 A2 494.037 221.627 20 243.159 5 A2 589.644 185.183 20 69.718 5 A2 588.604 182.369 20 249.718 6 D 310.037 217.621 10 0 7 D 301.11 215.982 10 0 8 D 322.146 212.373 10 0 9 D 334.256 207.125 10 0 10 D 295.622 204.197 10 0 11 D 346.365 201.876 10 0 12 D 358.474 196.628 10 0 13 D 290.134 192.413 10 0 14 D 370.584 191.38 10 0 15 D 382.693 186.132 10 0 16 D 394.802 180.884 10 0 17 D 284.646 180.628 10 0 18 D 406.912 175.635 10 0 19 D 289.183 170.864 10 0 20 D 419.021 170.387 10 0 21 D 301.292 165.616 10 0 22 D 431.13 165.139 10 0 23 D 313.402 160.368 10 0 24 D 443.239 159.891 10 0 25 D 325.511 155.119 10 0 26 D 455.349 154.642 10 0 27 D 337.62 149.871 10 0 28 D 467.458 149.394 10 0 29 D 349.73 144.623 10 0 30 D 479.567 144.146 10 0 31 D 361.839 139.375 10 0 32 D 491.677 138.898 10 0 33 D 373.948 134.127 10 0 34 D 503.786 133.65 10 0 35 D 386.058 128.878 10 0 36 D 515.895 128.401 10 0 37 D 398.167 123.63 10 0 38 D 528.005 123.153 10 0 39 D 410.276 118.382 10 0 40 D 540.114 117.905 10 0 41 D 422.385 113.134 10 0 42 D 544.928 108.058 10 0 43 D 434.495 107.885 10 0 44 D 446.604 102.637 10 0 45 D 458.713 97.389 10 0 46 D 539.44 96.273 10 0 47 D 470.823 92.141 10 0 48 D 482.932 86.893 10 0 49 D 533.952 84.489 10 0 50 D 495.041 81.644 10 0 51 D 507.151 76.396 10 0 52 D 528.464 72.704 10 0 53 D 519.26 71.148 10 0 54 S 352.364 368.236 10 313.152 55 S 722 353 12 63.039 56 S 322.799 339.127 10 315 57 S 293.234 310.018 10 314.997 Total Quantity: 64 ( 60 shown, 1 through 60 ) 70 0 M CZ 0 U) 0 U 0 M Z 0 0 U_ Q 1 W H O 1 O O b G N N o 1 ro N A 7 7 w C a N 1 O N O N A E N QI a N N O H G G W N m mH �ti �'•i C H N ro 0 3 4O C b) cam) E a N H .i >. m o aHi N� m v �+ o V u v m o H H c o H Ero4aa°. m x rn w v o a v ro m a+ ro ro o E a row va H o+� roa > H a A wa 0 s v o a ti 0 o H o H G a E o a N N> N 3 N ro a Ha 04 0 N.�arow.crom c.i ti G C C4 G H 3 N ..1 ro N ro A C N w N b N H a O D a .H .H U O U .G1 H b U O U N N N W G O H ro P1.1 1 .roi b ..i W a w? 7r W' N o ro H N W G C G U N N N w W '> N w o E a N} O N G a a w O O m v a v N N >+ W a w H N >r O H w -> ro o ro ro❑ N N H D a' O m0 a ro a E ro c ro.� " ro U I U ro- �aa,H�aHiawNa.0 n]..1 N O M N O N ti 0 EM -1 0 L 0 J � I U) CO U o co 5 2 m E m LL � A17 -3T150 Color: Bronze Technical Specifications Compliance LIL Listed: Suitable for wet locations IESNA LM -79 & LM -80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM -79 and LM -80. IP Rating: Ingress protection rating of IP65 for dust and water DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra -efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PLHVLH9ZGFNP Electrical Driver: Constant Current, Class 2,120-277V, 50/60Hz, 120V 1.50A, 208V: 0.70A, 240V: 0.70A, 277V: 0.60A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. THD: 3.96% at 120V, 8.22% at 277V Weight: 13.2 lbs Power Factor: 99.8% at 120V, 95.6% at 277V Surge Protection: 10kV Performance Project: T pe: Prepared By: Date: J Driver Info Type Constant Current 120V 1.50A 208V 0.80A 240V 0.70A 277V 0.06A Input Watts 149.1 W Lifespan: 100,000 -Hour LED lifespan based on IES LM -80 results and TM -21 calculations Construction IES Classification: The Type III distribution is ideal for roadway, general parking and other area lighting applications where a larger pool of lighting is required. It is intended to be located near the side of the area, allowing the light to project outward and fill the area. Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 40°C (104°F) Lens: Polycarbonate lens LED Info Watts 150W Color Temp 5000K (Cool) Color Accuracy 70 CRI L70 Lifespan 100,000 Hours Lumens 21,5941m Efficacy 144.81m/W Housing: Die-cast aluminum housing, lens frame and mounting arm Vibration Rating: 3G vibration rating per ANSI C136.31 EPA: 1 Fixture: 0.46 2 Fixtures at 90°: 0.60 2 Fixtures at 180°: 0.93 3 Fixtures at 90°: 0.93 4 Fixtures at 90°: 0.93 EPA with Slipfitter & Adjustable Arm Mounting Accessories (Sold Separately) 1 Fixture: 0.66 2 Fixtures at 90°: 0.80 2 Fixtures at 180°: 1.32 3 Fixtures at 90°: 1.32 4 Fixtures at 90°: 1.32 Mounting: Universal mounting arm compatible for hole spacing patterns from 1" to 5 1/2" center to center. Round Pole Adaptor plate included as a standard. Easy slide and lock to mount fixture with ease. Round pole diameter must be >4" to mount fixtures at 90° orientation. Finish: Formulated for high durability and long-lasting color Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 A17 -3T150 Technical Specifications (continued) Green Technology: Mercury and UV free. RoHS-compliant components. LED Characteristics LEDs: Long -life, high -efficiency, surface -mount LEDs Color Uniformity. RAB's range of Correlated Color Temperature follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017. Optical BUG Rating: B3 UO G3 Other 5 Yr Limited Warranty: The RAB 5 -year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rabliahtina.com/warranty. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Dimensions Features 0-10V Dimming, standard 100,000 -hour LED lifespan 5 -Year, limited warranty 6 o� Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 2 of 3 A17 -3T150 Ordering Matrix Family Distribution Wattage/Lumens Mounting Color Temp Driver Options A17 JLJ 3T 150 3T= Type 111 70= 70W/10,000LM Blank= Universal Pole Mount Blank= 5000K Cool Blank= 120-277V, 0-10V Blank= No Option 4T=Type IV 100=100W/15,000LM SF= Slipfitter (Factory installed N = 4000K Neutral Dimming /3PR5=3-pin Receptacle and 5T=Type V 150= 150W/21,50OLM SF available in 150W) /480=480V, 0-10V Shorting Cap 200=200W/30,000LM Dimming' /7PRS=7-pin Receptacle and 240=240W/36,000LM Shorting Cap 300= 300W/45,000LM /MVS = Microwave Motion 375 = 375W/51,800LM Sensor /LC = Lightcloud® Controller 480V driver available standard on 150W and 300W and by special order on 100, 240 and 375W. Not available on 70W or 200W models. Type 11 distribution available as special order Wall mount and adjustable universal pole mount available as optional field -installed accessories Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 Al 7-4T1 50 Color: Bronze Technical Specifications Compliance LIL Listed: Suitable for wet locations IESNA LM -79 & LM -80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM -79 and LM -80. IP Rating: Ingress protection rating of IP65 for dust and water DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra -efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PLAI7VEVOJ4H Electrical Driver: Constant Current, Class 2,120-277V, 50/6OHz, 120V: 1.50A, 208V: 0.70A, 240V: 0.70A, 277V: 0.60A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-1 OV DC dimming circuit. Dims down to 10%. THD: 3.54% at 120V, 9.1 % at 277V Weight: 13.2 lbs Power Factor: 99.7% at 120V, 93.2% at 277V Surge Protection: IOkV Performance Project: T pe: Prepared By: Date: J Driver Info Type Constant Current 120V 1.50A 208V 0.80A 240V 0.70A 277V 0.06A Input Watts 149.2W Lifespan: 100,000 -Hour LED lifespan based on IES LM -80 results and TM -21 calculations Construction IES Classification: The Type IV distribution (also known as a Forward Throw) is especially suited for mounting on the sides of buildings and walls, and for illuminating the perimeter of parking areas. It produces a semicircular distribution with essentially the same candlepower at lateral angles from 90° to 270°. Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 40°C (1047) Lens: Polycarbonate lens LED Info Watts 150W Color Temp 5000K (Cool) Color Accuracy 70 CRI L70 Lifespan 100,000 Hours Lumens 21,3781m Efficacy 143.31m/W Housing: Die-cast aluminum housing, lens frame and mounting arm Vibration Rating: 3G vibration rating per ANSI C136.31 EPA: 1 Fixture: 0.46 2 Fixtures at 90°: 0.60 2 Fixtures at 180°: 0.93 3 Fixtures at 90°: 0.93 4 Fixtures at 90°: 0.93 EPA with Slipfitter & Adjustable Arm Mounting Accessories (Sold Separately) 1 Fixture: 0.66 2 Fixtures at 90°: 0.80 2 Fixtures at 180°: 1.32 3 Fixtures at 90°: 1.32 4 Fixtures at 90°: 1.32 Mounting: Universal mounting arm compatible for hole spacing patterns from 1" to 5 1/2" center to center. Round Pole Adaptor plate included as a standard. Easy slide and lock to mount fixture with ease. Round pole diameter must be >4" to mount fixtures at 90° orientation. Finish: Formulated for high durability and long-lasting color Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 Al 7-4T1 50 Technical Specifications (continued) Green Technology: Mercury and UV free. RoHS-compliant components. LED Characteristics LEDs: Long -life, high -efficiency, surface -mount LEDs Color Uniformity. RAB's range of Correlated Color Temperature follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017. Optical BUG Rating: B3 UO G4 Other 5 Yr Limited Warranty: The RAB 5 -year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rabliahtina.com/warranty. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Dimensions Features 0-10V Dimming, standard 100,000 -hour LED lifespan 5 -Year, limited warranty 6 o� Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 2 of 3 Al 7-4T150 Ordering Matrix Family Distribution Wattage/Lumens Mounting Color Temp Driver Options A17 JLJ 4T 150 3T= Type 111 70= 70W/10,000LM Blank= Universal Pole Mount Blank= 5000K Cool Blank= 120-277V, 0-10V Blank= No Option 4T=Type IV 100=100W/15,000LM SF= Slipfitter (Factory installed N = 4000K Neutral Dimming /3PR5=3-pin Receptacle and 5T=Type V 150= 150W/21,50OLM SF available in 150W) /480=480V, 0-10V Shorting Cap 200=200W/30,000LM Dimming' /7PRS=7-pin Receptacle and 240=240W/36,000LM Shorting Cap 300= 300W/45,000LM /MVS = Microwave Motion 375 = 375W/51,800LM Sensor /LC = Lightcloud® Controller 480V driver available standard on 150W and 300W and by special order on 100, 240 and 375W. Not available on 70W or 200W models. Type 11 distribution available as special order Wall mount and adjustable universal pole mount available as optional field -installed accessories Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 DSK34-6R1695012OWS Technical Specifications Performance Product Type: Disk Surface Mount / Retrofit Input Wattage: 16W Lumens (Nominal): 1,000 Lm Efficacy: 62.5 Lm/W LEDs: Backlit LED Technology Lifespan: 50,000 -Hour LED lifespan based on IES LM -80 results and TM -21 calculations Wattage Equivalency: 75W LED Characteristics Color Accuracy (CRI): 90 CRI R9 Value: High color performance with R9 greater than or equal to 50 Color Temperature: 5000K Electrical THD: 55% Power Factor: >0.9 Dimmable: TRIAC and ELV dimming compatibility Input Voltage: 120V Operating Frequency: 60Hz Operating Temperature: -30°C - 40°C Construction Size: 6" Shape: Round Housing Material: Stamped aluminum construction RAB I Residential Project: T pe: Prepared By: Date: J Driver Info Type Constant Current 120V 166mA 208V N/A 240V N/A 277V N/A Input Watts 16W Finish: White Trim Style: Smooth LED Info Watts 16W Color Temp 5000K Color Accuracy 90 CRI L70 Lifespan 50,000 Hours Lumens 1,1611m Efficacy 62.5 Lens: Toolless, twist -and -lock frosted polycarbonate diffusion lens Optical Beam Angle: 110° Other Note: All values are typical (tolerance +/- 10%) Technology EQ: Incandescent Base Type: E26 socket availabe as separate retrofit accessory Warranty: The RAB 5 -year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 DSK34-6R1695012OWS Technical Specifications (continued) Buy American Act Compliance: Model Number for Certification: RAB values USA manufacturing! Upon request, RAB DLS0058(DSK34-6R16950120WS) may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Installation Mounting: Install from below design. Suitable for installation in many. 3-1/2" and 4" octagon and roundelectrical junction boxes. Compatible with compact/pancakejunction boxes. Bracket Adapter, Screws, and wire nuts included. Compliance Safety Listing: UL Listed, UL Classified Environment: Damp Fixture Rating: Open IC Rated: Suitable for direct contact with insulation Energy Star Approved: This product is ENERGY STAR® Version 2.2 Certified. T24 JAB Compliant: Can be used to conform with the requirements of California Title 24 Part 6. RoHS: Mercury and UV free. Rol -IS -compliant components. FCC: Complies with Part 15B of the FCC Rules Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice RAB I Residential Page 2 of 3 DSK34-6R1695012OWS Dimensions 1 1/16' l6bmm 196mm Ordering Matrix Family Size Shape Wattage CRI/Color Temp Voltage JL6 DSK34 R,[ 16 ][ 950 120 4=4" R=Round 12=12W 950=90 CRI, 5000K 120=120V 6=6 14=14W 940=90 CRI, 4000K 16 = 16W 935 = 90 CRI, 3500K 16.5=16.5W 930=90 CRI, 3000K 927 = 90 CRI, 2700K RAB I Residential Features Super low profile backlit LED with driverless design Stamped aluminum housing New construction or retrofit applications Simple and quick installation from below the ceiling Installs on standard 4" and 6" junction boxes Can be retrofitted to existing downlight housings with option accessory Suitable for Damp locations Dimmable down to 5% on compatible dimmers 5 -Year, limited warranty Finish Trim W A0 W=White S=Smooth B = Black BR = Bronze BN = Brushed Nickel Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 3 of 3 SLIM37 37, 57 and 62 Watt SLIM Wall packs are designed to cover the footprint of most traditional wall packs. They are suitable for mounting heights from 20' to 30', and replace HID Wattages from 200W MH to 320W MH. These ultra-high efficiency fixtures are available in cutoff or full cutoff models. Color: Bronze Technical Specifications Compliance LIL Listed: Suitable for Wet Locations. Wall Mount Only. IP Rating: Ingress protection rating of IP66 for dust and water IESNA LM -79 & LM -80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM -79 and LM -80. DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra -efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PYVKJZ59 Construction Footprint: Designed to replace RAB HID WPI wall packs, both in size and footprint template, so upgrading to LED is easy and seamless Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 40°C (104°F) Weight: 8.4 lbs Project: T pe: Prepared By: Date: J Driver Info Type Constant Current 120V 0.34A 208V 0.20A 240V 0.17A 277V 0.15A Input Watts 32.2W Housing: Precision die-cast aluminum housing and door frame Mounting: Die-cast back box with four (4) conduit entry points and knockout pattern forjunction box or direct wall mounting. Hinged housing and bubble level for easy installation. Cutoff- Cutoff utoffCutoff (10°) Recommended Mounting Height: Up to 20 ft. Lens: Microprismatic diffusion glass lens reduces glare and has smooth and even light distribution Reflector: Specular thermoplastic Gaskets: The unique design of the tight -lock gasket ensures no water or environmental elements will ever get inside the SLIM Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. LED Info Watts 37W Color Temp 5000K (Cool) Color Accuracy 74 CRI L70 Lifespan 100,000 Hours Lumens 4,8071m Efficacy 149.3 LED Characteristics LED: Long -life, high -efficiency, micro -power, surface mount LEDs; binned and mixed for uniform light output and color Color Stability: LED color temperature is warrantied to shift no more than 200K in color temperature over a 5 -year period Color Consistency: 7 -step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color Electrical Driver: Constant Current, Class 2,120-277V, 50-60Hz,120V: 0.34A, 208V: 0.17A, 240V: 0.17A, 277V: 0.15A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. THD: 2.72% at 120V, 5.01 % at 277V Power Factor: 99.7% at 120V, 94.1 % at 277V Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 SLIM37 Technical Specifications (continued) Performance Lifespan: 100,000 -Hour LED lifespan based on IES LM -80 results and TM -21 calculations Wattage Equivalency: Equivalent to 150W Metal Halide Other Accessories: Available accessories include polyshield and wire guard. Click here to see all accessories. Patents: The design of the SLIM- is protected by patents pending in US, Canada, China, Taiwan and Mexico Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. HID Replacement Range: Replaces 200W Metal Halide Trade Agreements Act Compliant: This product is a product of Cambodia and a "designated country" end product that complies with the Trade Agreements Act Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 2 of 3 SLIM37 Dimensions 9.3" 236- Ordering 36- Ordering Matrix 9" 128 mm-' \�127mm Features Covers footprint of most traditional wall packs Easy installation with hinged access, bubble level and multiple conduit entries Tight -lock gasket keeps elements out 100,000 -hour LED lifespan 5 -Year, No -Compromise Warranty Family Cutoff Wattage Color Temp Finish Driver Options Options SLIM 01 �7 111 �C A Blank = Cutoff (10 degrees) 37=37W Blank=5000KCool Blank=Bronze Blank= Standard (120-277V) Blank= No Option FC = Full Cutoff (0 degrees) 57=57W N = 4000K Neutral W = White /BL = Bi -Level /PC =120V Button Photocell 62=62W Y=3000KWarm /D10=Dimmable /PC2 = 277V Button Photocell /480=480V /PCS=120V Swivel Photocell /PCS2 = 277V Swivel Photocell /LC = Lightcloud® Controller Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 3 of 3 SLIM57 37, 57 and 62 Watt SLIM Wall packs are designed to cover the footprint of most traditional wall packs. They are suitable for mounting heights from 20' to 30', and replace HID Wattages from 200W MH to 320W MH. These ultra-high efficiency fixtures are available in cutoff or full cutoff models. Color: Bronze Technical Specifications Compliance LIL Listed: Suitable for Wet Locations. Wall Mount Only. IP Rating: Ingress protection rating of IP66 for dust and water IESNA LM -79 & LM -80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM -79 and LM -80. DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra -efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PTE9YFBU Construction Footprint: Designed to replace RAB HID WP2 wall packs, both in size and footprint template, so upgrading to LED is easy and seamless Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Maximum Ambient Temperature: Suitable for use in up to 40°C (104°F) Weight: 11.9 lbs Project: T pe: Prepared By: Date: J Driver Info Type Constant Current 120V 0.48A 208V 0.28A 240V 0.24A 277V 0.21 A Input Watts 41.7W Housing: Precision die-cast aluminum housing and door frame Mounting: Die-cast back box with four (4) conduit entry points and knockout pattern forjunction box or direct wall mounting. Hinged housing and bubble level for easy installation. Cutoff- Cutoff utoffCutoff (10°) Recommended Mounting Height: Up to 25 ft. Lens: Microprismatic diffusion glass lens reduces glare and has smooth and even light distribution Reflector: Specular thermoplastic Gaskets: The unique design of the tight -lock gasket ensures no water or environmental elements will ever get inside the SLIM Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. LED Info Watts 57W Color Temp 5000K (Cool) Color Accuracy 74 CRI L70 Lifespan 100,000 Hours Lumens 6,1501m Efficacy 147.5 LED Characteristics LED: Long -life, high -efficiency, micro -power, surface mount LEDs; binned and mixed for uniform light output and color Color Stability: LED color temperature is warrantied to shift no more than 200K in color temperature over a 5 -year period Color Consistency: 7 -step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color Electrical Driver: Constant Current, Class 2,120-277V, 50-60Hz,120V: 0.48A, 208V: 0.28A, 240V: 0.24A, 277V: 0.21 A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. THD: 2.46% at 120V, 5.84% at 277V Power Factor: 99.67% at 120V, 94.8% at 277V Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 SLIM57 Technical Specifications (continued) Performance Lifespan: 100,000 -Hour LED lifespan based on IES LM -80 results and TM -21 calculations Wattage Equivalency: Equivalent to 200W Metal Halide Other Accessories: Available accessories include polyshield and wire guard. Click here to see all accessories. Patents: The design of the SLIM- is protected by patents pending in US, Canada, China, Taiwan and Mexico Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. HID Replacement Range: Replaces 250W Metal Halide Trade Agreements Act Compliant: This product is a product of Cambodia and a "designated country" end product that complies with the Trade Agreements Act Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 2 of 3 SLIM57 Dimensions 356mm-I \/127mm Ordering Matrix Features Covers footprint of most traditional wall packs Easy installation with hinged access, bubble level and multiple conduit entries Tight -lock gasket keeps elements out 100,000 -hour LED lifespan 5 -Year, No -Compromise Warranty Family Cutoff Wattage Color Temp Finish Driver Options Options SLIM 01 �7 111 �C A Blank = Cutoff (10 degrees) 37=37W Blank=5000KCool Blank=Bronze Blank= Standard (120-277V) Blank= No Option FC = Full Cutoff (0 degrees) 57=57W N = 4000K Neutral W = White /BL = Bi -Level /PC =120V Button Photocell 62=62W Y=3000KWarm /D10=Dimmable /PC2 = 277V Button Photocell /480=480V /PCS=120V Swivel Photocell /PCS2 = 277V Swivel Photocell /LC = Lightcloud® Controller Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright o 2023 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 3 of 3 wsb August 25, 2023 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Briggs Apartment Site Preliminary/Final Plat and Civil Plans — Engineering Review City Project No. 2023-22 WSB Project No. 022968-000 Dear Mr. Leonard: We have reviewed the Briggs Apartment Site Preliminary Plat and Civil Plans submittal dated August 16, 2023. The applicant proposes to construct a new 50 -unit four story apartment project including a 70 -stall detached garage complex with a mix of cold and heated spaces. The documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. City staff will provide additional comments under separate cover. Preliminary/Final Plat & General Comments 1. City staff and Fire Marshall will provide comments under separate cover. 2. With final plat submittal, provide a sheet with hatching for differing pavement types (streets, concrete walk, bituminous trails, etc.). Provide signing and striping sheet(s). 3. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements. 4. Additional comments have been provided directly on the plan sheets. Not all comments on the plans have been summarized in this review letter. Existing Conditions & Demolition Plans (Sheet C1) 5. The existing site and demolition plans will also need to include existing utility locations, pipe sizes, pipe material types, structure rim/invert elevations, etc. 6. Add more items to the legend including the linetypes for the various elements on the plans such as property lines, easement lines, setback lines, property corners, utility linetypes, etc. 7. Show a 2' strip of bituminous replacement adjacent to curb removals/replacement. 8. Show more contour labels for the areas south of the lot. K:\022968-000\Admin\Docs\2023-08-15 Submittal (Prelim & Final Plat)\_2023-08-25 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review August 25, 2023 Page 2 Site Plan (Sheet C2) 9. Provide a turning movement exhibit to show that a fire truck can access all building structures and required turnaround space as required by the Fire Marshall. Fire truck circulation will also need to accommodate the City's ladder truck. 10. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. 11. Show any proposed signage and lighting units on site plan. Add stop signs at the exit points of the site. 12. Turn off existing contouring on site plan for clarity. 13. Confirm whether or not there will be a monument sign and show location on plan. 14. Provide additional dimensioning examples of parking spaces. It appears there are at least two size variations proposed. 15. Provide more specific hatching in the legend for the various pavement types (i.e. 4" versus 6" concrete, standard versus heavy duty bituminous pavement, etc.) Grading & Drainage Plan (Sheet C3) 16. Label more of the proposed contours and the location of all EOF's. Locations of EOF's or other concentrated discharge point over vegetated areas will require a permanent energy dissipation/stabilization method such as rip -rap or permanent turf reinforcement matting. 17. Within handicapped accessible spaces or routes within the parking areas, the grade cannot exceed 2.0%. Provide more grading detail, spot elevations, or note(s) to reinforce this requirement. 18. With final construction plans, provide more spot elevations along curb lines, requisite with what would be required for a surveyor to provide construction staking. 19. Include additional drainage arrows on plans showing direction of runoff within vegetated areas. 20. Note the size of proposed storm sewer structures. Utility Plan (Sheets C4) 21. Show more clearly (with thicker lines) where the water/sewer service extensions are located on the plan; currently, they are difficult to distinguish from the existing linework. 22. It is not clear what the existing valve configuration and hydrant location is with the existing water service, review and correct the plans. 23. Based on the current design, it appears the applicant will be required to apply for a permit from DLI, provide copies to the City. 24. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 250' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). Provide an exhibit showing hydrant influence spacing. 25. The watermain connections to the building shall be reviewed and approved by the City Fire Marshall. Show the location of the PIV on the plan (if required). K:\022968-000\Admin\Docs\2023-08-15 Submittal (Prelim & Final Plat)\_2023-08-25 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review August 25, 2023 Page 3 26. Provide dimension notes from watermain to parallel sewer mains (storm and sanitary sewer); the minimum horizontal separation between mains is 10 feet. 27. Add general notes to the utility plans to the effect of: a. The City shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be conducted in accordance with the City standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. Tracer wire installation shall be in accordance with the latest edition of the MN Rural Water Association Standards. See these standards for further details. f. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warranty for the utility system; provide report and video files to the City for review. Stormwater Management & Modelling (Sheet C5) 28. Provide the hydroCAD calculations with the final submittal to verify drainage areas, impervious and treatment capacity. 29. This site was designed to drain to the regional stormwater pond on the north side of 7th St. The pond will provide rate control for the site based on a curve number of 89. Complete, the site is shown to have a curve of 89 meeting requirements. 30. Sheet 5C references web soil survey for soils information, please Include soil borings to verify soil types and infiltration rates for the site along with separation from the ground water. Soils borings should be a minimum of 5' below the bottom of the proposed infiltration basins. 31. The new site will need to provide onsite volume control for runoff of 1.1" over the new impervious area, Pre-treatment measures are required prior to discharging to the volume control BMPs. a. Verification of soil infiltration rates is required. b. When designing an infiltration practice for volume control and water quality management, on-site testing and detailed analysis are strongly encouraged in order to determine the infiltration rates of the proposed infiltration facility. Documented site-specific infiltration or hydraulic conductivity measurements (double -ring infiltrometer) completed by a licensed soil scientist or engineer is required. 32. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. 33. The site is outside of the DWSMA and is not subject to requirements of the City's Wellhead Protection Plan. 34. Pretreatment, in the form of ponds, forebays, filter strips, or other approved methods, shall be provided for all infiltration areas. Currently rain guardian turrets are shown. K:\022968-000\Admin\Docs\2023-08-15 Submittal (Prelim & Final Plat)\_2023-08-25 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review August 25, 2023 Page 4 Additional pretreatment will be required for the central infiltration basin to prevent maintenance issues in the future. CBMH 2 and 7 should be 4 foot sumps per City standards. 35. Provide a stabilized EOF route for the central infiltration basin. c. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. Label all EOF locations on the plans. d. The maximum flow depth in EOFs shall be less than equal to one foot as calculated for a 100 -year back-to-back storm event. e. At least two feet of vertical separation is required from an area's emergency overflow elevation to the lowest opening of a building. Current plans show garage FIFE of 960 and an EOF elevation of 958. 36. For basins with a suitable outlet, freeboard will be two -feet above the HWL determined by modeling the 100 -year critical event. Verify HWL have a minimum of 2' from all structures. Erosion Control & SWPPP Plans (Sheets C6 & C7) 37. The proposed project will disturb more than one acre. Develop and include a SWPPP consistent with the MPCA CSWGP with future full plan set submittals. In progress, a more detailed review of erosion/sediment control and SWPPP will be conducted with future submittals. 38. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review (if required due to disturbance limits), prior to construction commencing. 39. Label redundant perimeter control around the stormwater treatment areas. Silt fence should be double layered to a 3 foot minimum separation and 5 foot maximum separation. Show a row of silt fence or bio -roll at the bottom of the slope around the perimeter of the infiltration areas. 40. Change line type or color on erosion control plan show erosion control BMP's clearly show up. Currently they blend into the contour lines. 41. Erosion control blanket is required for slopes 4:1 or greater. Construction Notes & Standard Details Plans (Sheets C8 & C9) 42. The pavement design/typical section shall be designed to meet the City's standard, at minimum. The final pavement section shall be designed by a registered geotechnical engineer for the specific soil conditions found on the site and may need to include a thicker aggregate section and/or a sand section here the fire truck access route is intended. Provide details for the various pavement sections. 43. Provide details for the proposed stormwater treatment areas. A 4" layer of basic "topsoil" is not typically recommended with infiltration basins, reference the MN Stormwater Manual for preferred soil types and specifications. 44. Provide specific details for each of the control structures proposed. K:\022968-000\Admin\Docs\2023-08-15 Submittal (Prelim & Final Plat)\_2023-08-25 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review August 25, 2023 Page 5 45. Some details appear to be very light in color and may be difficult to read on printed hard copy, please review. 46. Use City details in all cases where practicable. A full review of standard details will be conducted with the final plat submittal. Traffic & Access 47. Five spaces must be dedicated as Americans with Disabilities Act (ADA) compliant in the indoor heated lot to meets the required amount for lots with a total of 101-150 parking spaces. Four spaces must be dedicated as ADA compliant in the outdoor lot to meet the required amount with a total of 76-100 parking spaces. Accessible parking spaces and aisles must meet all ADA requirements. 48. The site would generate approximately 227 daily trips, 19 AM peak hour trips and 20 PM peak hour trips. The existing Average Daily Traffic on 71h Street is 5300 and on Elm Street is 1550. The addition of the proposed traffic should not have an impact on roadway capacity or operations. 49. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also, to provide connectivity, a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. 50. Provide a sight line exhibit at 71" Street access and show that intersection/driveway sight distances will be met. Wetlands & Buffers 51. A wetland delineation should be completed and submitted to the Local Government Unit (the City of Monticello) for review and approval. There is a mapped National Wetlands Inventory (NWI) wetland at the east side of the parcel. 52. If wetland impacts are proposed, a replacement plan must be submitted to the City of Monticello for Wetland Conservation Act (WCA) review. 53. The City has wetland buffer and setback rules that are based on the functional quality of the wetlands. If wetlands are identified on site, wetland buffers and setbacks will be required. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 612-419-1549 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB L Jim Stremel, P.E. Senior Project Manager K:\022968-000\Admin\Docs\2023-08-15 Submittal (Prelim & Final Plat)\_2023-08-25 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx wsb September 29, 2023 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Briggs Apartment Site Preliminary/Final Plat and Civil Plans — Engineering Review City Project No. 2023-22 WSB Project No. 022968-000 Dear Mr. Leonard: We have reviewed the Briggs Apartment Site Preliminary Plat and Civil Plans submittal dated September 19, 2023. The applicant proposes to construct a new 50 -unit four story apartment project including a 70 -stall detached garage complex with a mix of cold and heated spaces. The documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. City staff will provide additional comments under separate cover. Preliminary/Final Plat & General Comments 1. City staff and Fire Marshall will provide comments under separate cover. In -progress, awaiting confirmation from Fire Marshall 2. With final plat submittal, provide a sheet with hatching for differing pavement types (streets, concrete walk, bituminous trails, etc.). Complete. 3. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements. In -progress, awaiting confirmation from Fire Marshall. 4. Additional comments have been provided directly on the plan sheets. Not all comments on the plans have been summarized in this review letter. Existing Conditions & Demolition Plans (Sheet C1 & C4) 5. The existing site and demolition plans will also need to include existing utility locations, pipe sizes, pipe material types, structure rim/invert elevations, etc. Complete. 6. Add more items to the legend including the linetypes for the various elements on the plans such as property lines, easement lines, setback lines, property corners, utility linetypes, etc. Complete. 7. Show a 2' strip of bituminous replacement adjacent to curb removals/replacement. Complete. 8. Show more contour labels for the areas south of the lot. Complete. K:A022968-000AAdminADocs\2023-09-20 Submittal (Final Plat)A 2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.doex City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review September 29, 2023 Page 2 Site Plan (Sheets C3) 9. Provide a turning movement exhibit to show that a fire truck can access all building structures and required turnaround space as required by the Fire Marshall. Fire truck circulation will also need to accommodate the City's ladder truck. Complete. 10. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. Update the 10' wide trail along 71" Street to a 6' wide sidewalk with a 6' boulevard. 11. Show any proposed signage and lighting units on site plan. Add stop signs at the exit points of the site. Complete. 12. Turn off existing contouring on site plan for clarity. Complete. 13. Confirm whether or not there will be a monument sign and show location on plan. Complete. 14. Provide additional dimensioning examples of parking spaces. It appears there are at least two size variations proposed. Complete. 15. Provide more specific hatching in the legend for the various pavement types (i.e. 4" versus 6" concrete, standard versus heavy duty bituminous pavement, etc.) Complete. 16. There are parking spaces at the NE entrance and pavement areas on the south side of the site that are encroaching into the drainage and utility easements. The City is amenable to this but will require that the applicant confirm no existing utilities are impacted with the encroachment. Grading & Drainage Plan (Sheets C5 & C6) 17. Label more of the proposed contours and the location of all EOF's. Locations of EOF's or other concentrated discharge point over vegetated areas will require a permanent energy dissipation/stabilization method such as rip -rap or permanent turf reinforcement matting. Complete. 18. Within handicapped accessible spaces or routes within the parking areas, the grade cannot exceed 2.0%. Provide more grading detail, spot elevations, or note(s) to reinforce this requiremen' Complete. 19. With final construction plans, provide more spot elevations along curb lines, requisite with what would be required for a surveyor to provide construction staking Complete. 20. Include additional drainage arrows on plans showing direction of runotr witnin vegetated areas. Complete. 21. Note the size of proposed storm sewer structures. Complete. 22. Retaining walls greater than 4' in height will need to be designed by a professional engineer and require a railing or safety fence at the top. 23. Reconfigure pet area near the central infiltration basin so that it does not drain directly into the basin. K:\022968-000\Admin\Docs\2023-09-20 Submittal (Final Plat)\_2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review September 29, 2023 Page 3 Utility Plan (Sheets C7) 24. Show more clearly (with thicker lines) where the water/sewer service extensions are ice,.,.` 1 -- the plan; currently, they are difficult to distinguish from the existing linework. Complete. 25. It is not clear what the existing valve configuration and hydrant location is with the existing water service, review and correct the plans. The existing hydrant on the north side of the site will be located within the proposed bituminous trail (or revised plan with concrete walk); this will need to be relocated outside of the trail or walk and have at least a 2' clearance to the edge of the pavement. 26. Based on the current design, it appears the applicant will be required to apply for a permit from DLI, provide copies to the City. In -progress, awaiting receipt of final permit documents. 27. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 250' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). Provide an exhibit showing hydrant influence spacin, Complete. 28. The watermain connections to the building shall be reviewed and approved by the City Fire Marshall. Show the location of the PIV on the plan (if required). In -progress, the PIV is shown but is in the potential fall zone of the building. Location to be verified by the City Fire Marshall. 29. Provide dimension notes from watermain to parallel sewer mains (storm and sanitary sewer); the minimum horizontal separation between mains is 10 feet. Complete. 30. Add general notes to the utility plans to the effect of Complete. a. The City shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be conducted in accordance with the City standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 75. e. Tracer wire installation shall be in accordance with the latest edition of the MN Rural Water Association Standards. See these standards for further details. f. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warranty for the utility system; provide report and video files to the City for review. 31. The City's preference is for the watermain connection on Elm Street to be a wet -tap. If a wet -tap is not used, the contractor must coordinate with the City utility department and property owners impacted. Stormwater Management & Modelling (Sheet C8) 32. Provide the hydroCAD calculations with the final submittal to verify drainage areas, impervious and treatment capacity. Complete. K:A022968-000AAdminADocs\2023-09-20 Submittal (Final Plat)A_2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.doex City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review September 29, 2023 Page 4 33. This site was designed to drain to the regional stormwater pond on the north side of 7 t St. The pond will provide rate control for the site based on a curve number of 89. Complete, the site is shown to have a curve of 89 meeting requirements. 34. Sheet 5C references web soil survey for soils information, please Include soil borings to verify soil types and infiltration rates for the site along with separation from the ground water. Soils borings should be a minimum of 5' below the bottom of the proposed infiltration basins. In -progress, awaiting receipt of geotechnical report. 35. The new site will need to provide onsite volume control for runoff of 1.1" over the new impervious area, Pre-treatment measures are required prior to discharging to the volume control BMPs. a. Verification of soil infiltration rates is required. Complete, noted on plan to be completed after grading. b. When designing an infiltration practice for volume control and water quality management, on-site testing and detailed analysis are strongly encouraged in order to determine the infiltration rates of the proposed infiltration facility. Documented site-specific infiltration or hydraulic conductivity measurements (double -ring infiltrometer) completed by a licensed soil scientist or engineer is required. Complete, acknowledged by applicant. 36. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. Complete. 37. The site is outside of the DWSMA and is not subject to requirements of the City's Wellhead Protection Plan. Complete. 38. Pretreatment, in the form of ponds, forebays, filter strips, or other approved methods, shall be provided for all infiltration areas. Currently rain guardian turrets are shown. Additional pretreatment will be required for the central infiltration basin to prevent maintenance issues in the future. CBMH 2 and 7 should be 4 foot sumps per City standardF Complete. 39. Provide a stabilized EOF route for the central infiltration basin. Complete. c. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. Label all EOF locations on the plans. d. The maximum flow depth in EOFs shall be less than equal to one foot as calculated for a 100 -year back-to-back storm event. e. At least two feet of vertical separation is required from an area's emergency overflow elevation to the lowest opening of a building. Current plans show garage FFE of 960 and an EOF elevation of 958. 40. For basins with a suitable outlet, freeboard will be two -feet above the HWL determined by modeling the 100 -year critical event. Verify HWL have a minimum of 2' from all structures. Complete. Erosion Control & SWPPP Plans (Sheets C9 & C10) 41. The proposed project will disturb more than one acre. Develop and include a SWPPP consistent with the MPCA CSWGP with future full plan set submittals. In progress, a more detailed review of erosion/sediment control and SWPPP will be conducted with future submittals. K:A022968-000AAdminADocs\2023-09-20 Submittal (Final Plat)A_2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review September 29, 2023 Page 5 42. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review (if required due to disturbance limits), prior to construction commencing. 43. Label redundant perimeter control around the stormwater treatment areas. Silt fence should be double layered to a 3 foot minimum separation and 5 foot maximum separation. Show a row of silt fence or bio -roll at the bottom of the slope around the perimeter of the infiltration areas. Complete. 44. Change line type or color on erosion UUl ILI Vl plan show erosion control BMP's clearly show up. Currently they blend into the contour lines. Complete. 45. Erosion control blanket is required for slopes 4:1 or great( Complete. Construction Notes & Standard Details Plans (Sheets C11 -C16) 46. The pavement design/typical section shall be designed to meet the City's standard, at minimum. The final pavement section shall be designed by a registered geotechnical engineer for the specific soil conditions found on the site and may need to include a thicker aggregate section and/or a sand section here the fire truck access route is intended. Provide details for the various pavement sections. In -progress, awaiting receipt of geotechnical report. Pavement section to be designed and submitted accordingly. 47. Provide details for the proposed stormwater treatment areas. A 4" layer of basic "topsoil" is not typically recommended with infiltration basins, reference the MN Stormwater Manual for preferred soil types and specificatio Complete. 48. Provide specific details for each of the control structures propose Complete. 49. Some details appear to be very light in color and may be difficult to read on printed hard copy, please review. Complete. 50. Use City details in all cases where practicable. A full review of standard details will be conducted with the final plat submittal. Complete. Traffic & Access 51. Five spaces must be dedicated as Americans with Disabilities Act (ADA) compliant in the indoor heated lot to meets the required amount for lots with a total of 101-150 parking spaces. Four spaces must be dedicated as ADA compliant in the outdoor lot to meet the required amount with a total of 76-100 parking spaces. Accessible parking spaces and aisles must meet all ADA requirements. Complete. 52. The site would generate approximately 227 daily trips, 19 AM peak hour trips and 20 PM peak hour trips. The e), �g Average Daily Traffic on 7th Street is 5300 and on EIr Street is 1550. Complete, the addition of the proposed traffic should not have an impact on roadway capacity or operations. 53. Provide a pedestrian pain along tim Street and 7th Street adjacent to the development site. Also, to provide connectivity, a pedestrian path is to be installed along the south side of 7th Street to nr nt n minimum, a connection to the adjacent existing sidewalks should be provided Complete. K:\022968-000\Admin\Docs\2023-09-20 Submittal (Final Plat)\_2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Preliminary Plat and Plans — Engineering Review September 29, 2023 Page 6 54. Provide a sight line exhibit at 71'' Street access and show that intersection/driveway sight distances will be met. Add distance triangles for left-urning and right -turning vehicles at the access. Wetlands & Buffers 55. A wetland delineation should be completed and submitted to the Local Government Unit (the City of Monticello) for review and approval. There is a mapped National Wetlands Inventory (NWI) wetland at the east side of the parcel. Complete. Notice of Decision from 2016 (LGU No. 2596-150) approves no wetlands on site. 56. If wetland impacts are proposed, a replacement plan must be submitted to the Citv of Monticello for Wetland Conservation Act (WCA) review Complete, no wetlands onsite. 57. The City has wetland buffer and setback rules that are based on the functional quality of the wetlands. If wetlands are identified on site, wetland buffers and setbacks will be required. Complete, no wetlands onsite. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 612-419-1549 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB ;� L Jim Stremel, P.E. Senior Project Manager K:A022968-000AAdminADocs\2023-09-20 Submittal (Final Plat)A_2023-09-29 Briggs Apt Prelim -Final Plat - WSB Engineering Comments.docx IT s ,UL K S \ R/nv 94.34 NAInv \ Rim PED. RAMP W/ TRUNCATED DOMES Inv�935.414. / / S MONUMENT SIGN Rim NE Inv. 9' V. Stub (Vern NORTH INFILTRATION BASIN S -------S - S FES 36" CMP - �A Elev.• 932.55 S \ Rim=942.27 31Inv.=92 S - Rim --942.66 \ \\ Rim=94317 \ 36Inv.=932.86 " / 8 WM - BOULDER RETAINING WALL �\ (SEE GRADING PLAN) \ SBLF �A f� d� \ s / AUL ,(/ / / N RimInv.=939.72 \ PATIO PADS \ \ \ \ FES 18" CMP Dew 958.62 \ \ WEST INFILTRATION BASIN 8" CMP \ ❑M 959.0/ `\ <• i BOULDER RETAINING WALL (SEE GRADING PLAN) 83' LF OF 2' WIDE / ASPHALT REPLACEMENT / SITE ENTRANCE (SEE DETAIL) '\ / HYC y STOP SIGN (SEE INS / 6" CONC. PAVEMENT' PET AREA W/ PEA GRAVEL PATIO PADS / e \ / Rim=945.1 / 1nv.=9332• / PROPOSED APARTMENT StInv. r P 2s\ / (150 UNITS TOTAL) 6-. / BIKE RACK T H ELECTRICAL BIKE RENTAL AREA GATE CHANGING ROOM, SHOWE LOCKER LOCATI WIDE CONCRETE SIDEWALK, / O B612 CURB & GUTTER M 0 N TAPER B612 TO D41 MOD. D CURB & GUTT TAPER B612 TO D412 \ Rim=94362 W Inv.=934.20 \ E Inv.=934.20 D67F \S Inv=939.47 S \ CPQ 8" PVC SDR 35 Soni. \ S� Inv.=942.57 Rough location of trail Rim=946.34 Inv.=935.52 s 30" RCP - /dim=949.05 � Inv. =937 73 \ - Rim=948.16 30" RCP 6' WIDE CONCRETE SIDEWALK _ l Inv. -93379 \ _ \ \ on i r r�r n�nnnr ncnuni r nrn� nrrnnrniT SPED. RAMP W/ TRUNCATED DOMES SITE ENTRANCE (SEE DETAIL) SBL \ x/-30' SIGHT TRIANGLE RETAINING WALL SBL \BL STOP SIGN PED. RAMP W/ TRUNCATED DOMES ATION / ,TE 6' HIGH ORNAMENTAL FENCE / \ ' B612 CURB & GUTTER \ / / \ STAIRS (SEE GRADING PLAN)' PLAY AREA / 4' HIGH BLACK CHAIN LINK FENCE �/ / - � / PET AREA W/PEA GRN\ EL RATION BASIN RAIN TURRET EAST INFILTRATION BASIN 406 / 4_ LEGEND: LEGEND: PROPOSED ASPHALT PAVEMENT PROPOSED PET / PLAY AREA °` a a a a PROPOSED 4" CONCRETE SIDEWALK a PROPOSED 6" CONCRETE PAVEMENT CONCRETE CURB AND GUTTER - B612 CONCRETE CURB AND GUTTER - D412 PROPOSED SIGN Q PROPOSED LIGHT POLE SITE PLAN NOTES: 0 40' SCALE: 1" = 40' 1. PAINTED PAVEMENT MARKING DIMENSIONS AND AISLE WIDTHS ARE SHOWN TO FACE OF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB. 2. ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLE HANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A. REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5. CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE CITY, COUNTY AND STATE REGULATIONS. 6. SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY. 7. LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS & SPECIFICATIONS. 8. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED OR SODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD AND SEED LOCATIONS. ALL OTHER AREAS DISTURBED BY CONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE A CERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131. 9. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING. SITE PLAN INFORMATION: LOT'E' SITE AREA +6.00 ACRES CONCEPT'E1' -APARTMENT DWELLING UNITS PROPOSED -(5) LEVEL 150 UNIT APARTMENT BUILDINGS -UNIT COUNT LAND AREA=150 / 6.0=25.0 UNITS PER ACRE • 99 INDOOR PARKING STALLS +(17) TUCK UNDER GARAGE STALLS=116 • DETACHED GARAGE STALLS=46 • TOTAL INDOOR PARKING STALLS=162 -INDOOR PARKING STALLS PER UNIT=162 /150=1.08 • OUTDOOR PARKING STALLS=171 -OUTDOOR PARKING STALLS PER UNIT=171 /150=1.14 -OUTDOOR PARKING STALLS PER BEDROOM=171 / 235=0.73 • TOTAL PARKING STALLS=333 -TOTAL PARKING STALLS PER UNIT=333 /150=2.22 -TOTAL PARKING STALLS PER BEDROOM=333 / 235=1.42 z 0 � a U (n LU U O H 0 LU � V) w 0Y H U S w 2 w H U w H U Q M U z W m O L W m W 0 LO W 0 LO - LY w O w w Q W 0 IY 0 IY IY W Cl) N Cl) N Cl) N Cl) N Cl) N Q N N N N N - 0 0 LLI 0 0 Q W 0 0 Z Y U_ z of Z� Hdid N U Qo ED Ln W o N ' I O v N M rn m m U) z C) 0 - m 0 LLI 00 dao N Q W Z Z Y U_ z cD U w r� z Of W mQ LL O Z "J ZwQ Q W 0' 2 J 0 0 0 0 0 LL i U o ° m L ivEC: 14 O � � J Q c >, N O N (� N -O ` Q E E C e`er (n >,m ,D S ca �' o Q- m C C5 o �g N o O76 co _ U)0 -U 0 zN O v N M rn -PAVEMENT 117,008 S.F. U) z C) 0 - -BUILDING 52,563 S.F M L0 WZ �A 00 dao N Q W N WH W Yo a Q U w r� .. - Of W mQ LL O Z "J ZwQ LU C-4 Q'N ♦^ LULuZ W �0 ~ rQ1'� /c/p� V♦ > Z ?ZZ N OM V U) w 0 LL Lp O � mOLU ryJ� Z> > QUW �V �H IMPERVIOUS CALCULATIONS -PAVEMENT 117,008 S.F. -BUILDING 52,563 S.F -GRASS 91,588 S.F. -TOTAL 261,159 S.F. LU z % IMPERVIOUS 64.9% UNITS FOR REFERENCE ONLY (VERIFY WITH ARCHITECTURAL) UNIT MIX PER BUILDING J (n � (LEVEL 0) 7 UNITS 7 BEDROOMS QW O (LEVEL 1) 33 UNITS 45 BEDROOMS _ Z U (LEVEL 2) 40 UNITS 57 BEDROOMS (LEVEL 3) 40 UNITS 79 BEDROOMS Q (LEVEL 4) 30 UNITS 47 BEDROOMS w z (TOTAL) 150 UNITS 235 BEDROOMS .�0Lcn O LU U O LU 00 U J - O W p[ U co z O z O U SHEET NO. CALL CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 \ lnv.=9/4.58 S s \\ S / \ RI,v 4. 5 Nlnv=94/. 4 \ Rim =906.9/ - ln v1935.4/ S � / \ \ FES l8" CMP Elev.• 958.62 \ WEST INFIL. BASIN - 100 -YEAR HWL: 955.90 TREATMENT VOL.=5,329 C.F./ FES l8" CMP - Elev.• 959.01 CONNECT TO EX. 8" DIP WM. WITH WET TAP INSTALL 8"X6" TEE FIELD VERIFY LOCATION AND INVERT/ /I 4im=960.99 M 6" GV / In v.=948.30 �e lnv.=949.3 d'• O T rNH Elev.• 96 o )K 109 CBMHDIA 48"0 / / CAST: R -3067 -VB I\ NORTH INFIL. BASIN 100 -YEAR HWL: 946.20 TREATMENT VOL.=726 C.F. 112 STMH / WM RIM=946.00 DIA: 48"Ov CAST: PS48-58S SW INV.=942.50 \ Nj =942.50 10'X 160' STANDARD FLEXAMAT (OR EQUAL) O A Fi / f AUL 111 STMH RIM=955.50 DIA: 48"0 CAST: PS48-58S NE INV.=945.50 \ \ \ \ \ \ \ (2) 45° BENDS 108 CBMH RIM=958.20 DIA: 48"0 CAST: R -3067 -VB E INV.=954.00 NW INV.=954.00 / IT =94333 / UL REGIONAL POND K�- s S� FES 36" CMP /\ • \ 7 Elev. • 932.55 v \ \ Rim -942.27 Inv. -933 /2 im=942.66 A. �\ \ \ \\ Rim=943/7 a In v. = 932.86 Rim 113 STMH (FIELD VERIFY) 36" \ NElnv.=9v,. RIM=946.77 • Inv. Stub (Vern DIA: 48"0 CAST: R-1642 \ \ Rim=94362 ° SW INV.=941.85 W Inv.=934.20 g5 ° NE INV.=941.85 E Inv.= 9J4.20 D673 .. 0RC,P @'g _ a \ \ \S lnv.=939.47 1�'' O\ EOF=946.50 - \8 C.Y. OF CLASS 2 RIP -RAP � � 8" PVC SDR 35 Sani. SBL � � •��! � \ S� \ � lnv.=942.57 Rim=946.34 Fc9s p 00 CONNECT TO EX. 8" STUB Inv.=935.52 Rim=943. \\�\ i S 30" RCP N Inv.=9.. EXTEND 8" SDR -26 SANITARY �� \ \ SERVICE 20 LF @ 0.50% MIN. \ CONNECT TO EX. 8" PLUG INV.=933.7± ADJUST EX. VALVE BOX 6 CONNECT TO BUILDING. TO FINISH GRADE �� / - Rim=948./6 CONNECT TO EXISTING STUB Inv. -93379 Rim=945.1 (FIELD VERIFY LOCATION & INV.) \ Inv.=93324 \ \ S INV.=939.90 REPLACE GRATE WITH R-3516- QUAL-� PROPOSED APARTMENT 8t P 26� \ >>p" \ \ / (150 UNITS TOTAL) i A su /n v. 6S 76 d d+ @ 106 STMH d. 78 � d • EOF=949.00 ROp SO4 RIM=949.21 \ 16 LF 21"0 RCP 0.22 % a 63 F 15"0 RCP @ 1.14% , QS' DIA: 60"0 L / FD SAN/. STUB - / - �'i � 7 '9p INV.=933.8± �� /� CAST: R-4342 �g FFF qRT POST IN 91ATOR SUMP INV. -935.94 /2° DIP CL 2 WM -93 LF 15"0 R p @ 1.0-a� GFFFF961943.50 FNT / S NINV.=939.94 \ - i - 9S() E INV.=943.50 IM 48 50 1 I d FcF 9�, Op `VALVE LOCATION \ ( \ RIM -948 48""0/,__ 107 CB RIM -958.00 SIZE: 36"X24" CAST: R -3067 -VB W INV.=955.00 S S Rough location of trail 7 Rim= 9 49.05 Inv. = 937 73 30" RCP _ Rim=950.44 Inv.=934.7/ "0 HDPE @ 4.73% CAST: R -3067 -VB / _// SBL W INV.=944.50 / E INV.=944.50 ,IN CONNCETION SBL T SBL INV.=945.00 \ \ BL 104 CBMH /RIM=8"949.25 / DIA:40 \ / CAST: R -3067 -VB W INV.=945.25 S SW INV.=945.25 8 8 STEPS W/ 1' TREAD, 6" RISERS 0 IV F 061.00 // 6 C.Y. OF CLASS 2 RIP -RAP EOF=955.80 103 STMH RIM=955.50 DIA: 48"0 CAST: PS48-58S NE INV.=951.50 2 C.Y. OF CLASS 2 RIP -RAP EAST INFIL. BASIN 100 -YEAR HWL: 956.26 TREATMENT VOL.=1,952 C.F. / 2 C.Y. OF CLASS 2 RIP -RAP �-6 C.Y. OF CLASS 2 RIP -RAP 102 FES % NV.=954.25 quo 4- 0 40' SCALE: 1" = 40' LEGEND: << PROPOSED STORM SEWER w w 0 U PROPOSED WATER LINE > PROPOSED SANITARY SEWER I -I PROPOSED FITTING w PROPOSED WATER SERVICE S PROPOSED SANITARY SERVICE PROPOSED SANITARY MANHOLE > PROPOSED FLARED END SECITON 0 PROPOSED STORM MANHOLE ® PROPOSED CATCH BASIN ►� PROPOSED GATE VALVE & BOX � PROPOSED HYDRANT e PROPOSED CLEANOUT r` mQ PROPOSED RIP RAP 0 J UTILITY GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. 4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS EXISTING IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 5. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. 6. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF THE EXISTING UTILITIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. 7. ALL SANITARY SERVICE PIPE AND FITTINGS SHALL BE SDR -26 PVC. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TWO CONSECUTIVE PASSING BACTERIOLOGICAL TESTS FROM THE PROPOSED WATER SERVICE. 9. THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY CONCRETE PAVEMENT WHICH IS DAMAGED OR REMOVED AS A RESULT OF THE PROPOSED WATER, SANITARY, STORM SEWER SERVICE INSTALLATION. 10. FOR WATER SERVICE LINES #12 AWG SOLID COPPER CLAD STEEL (CCS) WIRE WITH 30 MIL HIGH DENSITY POLYETHYLENE (HDPE) INSULATING JACKET, COLOR BLUE. 11. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. NO DEWATERING IS EXPECTED FOR THIS SITE DUE TO SANDY SOIL CONDITIONS. 12. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN FOR PAVEMENT REMOVAL, UTILITY INSTALLATION, AND REPLACEMENT AS NEEDED. 13. CONTRACTOR SHALL CONFIRM FINAL ROOF DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. 14. ALL STORM SEWER PIPE OVER 18" IN DIAMETER SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 15. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: 15.1. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. 15.2. ACCEPTABLE MANUFACTURERS / PRODUCTS: 15.3. FERNCO, "CONCRETE MANHOLE ADAPTORS" OR "LARGE -DIAMETER WATERSTOPS" 15.4. PRESS -SEAL, WATERSTOP GROUTING RINGS" OR APPROVED EQUAL 16. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR). 17. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING. 18. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT ARE ASSOCIATED WITH VARIATIONS IN THE UTILITY AS -BUILT ELEVATIONS. ALL UTILITY CONNECTIONS SHALL BE VERIFIED IN THE FIELD. 19. THE CITY, OR AGENTS OF THE CITY, ARE NOT RESPONSIBLE FOR ERRORS AND OMISSIONS ON THE SUBMITTED PLANS. THE OWNER AND ENGINEER OF RECORD ARE FULLY RESPONSIBLE FOR CHANGES OR MODIFICATIONS REQUIRED DURING CONSTRUCTION TO MEET THE CITY'S STANDARDS. 20. ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE CITY (PUBLIC WORKS DIRECTOR, CITY ENGINEER), THE OWNER, AND THE ENGINEER OF RECORD. 21. WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5'. 22. TRACER WIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN RURAL WATER ASSOCIATION STANDARDS. SEE THESE STANDARDS FOR FURTHER DETAILS. 23. THE CITY WILL REQUIRE TELEVISING FOR SANITARY AND STORM SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A WARRANTY FOR THE UTILITY SYSTEM; PROVIDE REPORT AND VIDEO FILES TO THE CITY FOR REVIEW. Z O a 0� U cn W ~ 0 H 0 w C0 V) w w 0 U w 2 w w U w w U Q M z W m L W W LO W LO Q > LU > > z Z 0 12� 012� W 12� W M N M N M N M N M N Q N N N N N 00 0 LU O O z Z O O O O W YCl) of Z dd-H-d M O o U J 6 L� N O cco zN I�: O v LU N Cl) z m V♦ z o 0 co m 0 LU V / 00 dao N z Z Y L O W YCl) 0 UIU r` mQ .� 0 J 0 0 0 0 WN Q'N LL WLwLIZ W� ~N rQ1'� /C/p� V♦ 00 L U O O V (n lio L - J � O~ 00N O N O of W V)O cv c J Q. o ��� z C) O L O Cw O _U 0 J cv N cv -a - J !? E E C O LO 0- CL O U O Q (n L U O p o Q O _ U) 0- U m U zN O v LU N Cl) z V♦ z o 0 LOM L0 WZ ♦A V / 00 dao N Q W �o N W W YCl) a g UIU r` mQ .� > W H LL O zw< WN Q'N WLwLIZ W� ~N rQ1'� /C/p� V♦ >Zw ?ZZ OM V (n lio O0WO J � O~ M Z> > QUW of W V)O �H V) LU z V / j Q W O �z U LU Q 0 CL (n O LU U V)O N J O J LU - p[ O U m O z O U SHEET NO. C 7 I /I T Ar I i I S S 1 s 77q- S_ ------ --- Rim=942.27 S \ \ I--In�933.12 \�; \ FES 36" CMP / / S g \ \ \ Elev.- 93255 / \ \� �im=942.66 / / \ \\ \/ / \ —Rim=943/ .17 \ lnv.=93286 / S 36 " RCP \\ / \ \ W Inv.=934.20 / \ E lnv.=934.20 \ \ =939.47 D679 \\\ W / 8" PVC SDR 35 Soni. 36 \\ ` • �� \ / \ \ \ / \ Rim=946. \ =nv.=942.57 Rough location of trail \ Rim=946.34 \ / \ \ .99G ry7� \ \ Inv. =9J5.52 30" RCP � � \ RimInv.=937.73 \ \ \ \ \ C S \ Rim=948.16 CC 30" RCP \ \ 9sty \\\ ° ` \\ Inv. -933.79 \ 1 im- ln. 9Sp \ _ Rim=950.44 1 \ `r6\ \ ` 200, Inv.=93 �� \ Rim=950.39 1 \ \ \ V _ Inv. -938.82 1 9 1 < 1 \ Stu —93 . \ \/ I � Rim=945.9— I � � h9as=939.78 d ° ♦ � � 30, � I ��— \ I �b� 939.78 d d a ♦ ° d 3p \ " 4RCP .d I /P \ SIGHT CLEARANCE d' d ♦ r — — — ! — _ �_ — \ / I \ I 200' w co ��° % %\ \ Ste` � _ � \ �-- ���—1 a ♦. // `�,°_ � �------_� LEGEND: SIGHT LINE ORIGIN SIGHT LINE EXHIBIT NOTES: 0 30' SCALE: 1" = 30' 1. SPEED LIMIT: 30 MPH: STOPPING SIGHT DISTANCE: 200 FT. 2. NO SIGHT OBSTRUCTIONS PRESENT WITHIN STOPPING SIGHT DISTANCE TO ENTRANCE OF SITE. z O F- a U cn W U O i.--� Q W w w U wLU O w w Q� U w Q� U Q U z_ Q m Q Q a > LU > > � z z Y - O W Cl) N Cl) N Cl) N Cl) N Cl) N Q N N N N N O N m Q LU cn � z z Y - O O I M N O N O O 0 LO N 9 co N ' I LU � m m m Q LU cn � z z Y - O U z U z zQ U Q W 2 J Q Q Q U Q IL i U 0 0 m L L ( E C O JQ, O s J CL (n O (� E E O ` Q E c e`er L ca �' o Q- m C 2 N 'U) p C U) 0- C G7 Ap _ \ Z N O00 p \ \ // \ \ \ \ U)`_ C) LO O p \ \ \ Z '/ L p op 00 p \ / % /' / \ � U N LLJ U) O O \ \ // // / \ �\ W WN Od O 37o / Q C) wm XA LU O zwQ F -N d \ / / \ \ / �Z�� A Z 2 Z OM � (n W O LL CO a ro M 0 N / 1 ' '`'------------- / s - s s s CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MINNESOTA TOLL FREE 1-800-252-1166 SHEET NO. Chi :3 LU � z cn � Q W O z U 00 zQ _ LU ago � LU cn O � w z LIJ � O J N 000 2 J - C: LU p[ O v� U o0 O z OC G SHEET NO. Chi :3 wsb November 8, 2023 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Briggs Apartment Site Final PUD and Civil Plans — Engineering Review City Project No. 2023-22 WSB Project No. 022968-000 Dear Mr. Leonard: We have reviewed the Briggs Apartment Site Final Stage PUD and Civil Plans submittal dated October 17, 2023. The applicant proposes to construct a new 50 -unit four story apartment project including a 70 -stall detached garage complex with a mix of cold and heated spaces. The documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater treatment standards. We offer the following comments regarding these matters. City staff will provide additional comments under separate cover. Preliminary/Final Plat & General Comments 1. City staff and Fire Marshall will provide comments under separate cover. In -progress, awaiting confirmation from Fire Marshall 2. With final plat submittal, provide a sheet with hatching for differing pavement types (streets, concrete walk, bituminous trails, etc.). Complete. 3. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation. Fire truck circulation will need to accommodate the City's ladder truck, provide an exhibit showing turning movements. In -progress, awaiting confirmation from Fire Marshall. 4. Additional comments have been provided directly on the plan sheets. Not all comments on the plans have been summarized in this review letter. Existing Conditions & Demolition Plans (Sheet C1 & C4) 5. The existing site and demolition plans will also need to include existing utility locations, pipe sizes, pipe material types, structure rim/invert elevations, etc. Complete. 6. Add more items to the legend including the linetypes for the various elements on the plans such as property lines, easement lines, setback lines, property corners, utility linetypes, etc. Complete. 7. Show a 2' strip of bituminous replacement adjacent to curb removals/replacement. Complete. 8. Show more contour labels for the areas south of the lot. Complete. K:A022968-000AAdminADocs\2023-11-01 Submittal (Final Plat)A 2023-11-08 Briggs Apt Final Stage PUD - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Final PUD and Plans — Engineering Review November 8, 2023 Page 2 Site Plan (Sheets C3) 9. Provide a turning movement exhibit to show that a fire truck can access all building structures and required turnaround space as required by the Fire Marshall. Fire truck circulation will also need to accommodate the City's ladder truck. Complete. 10. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. Update the 10' wide trail along 71" Street to a 6' wide sidewalk with a 6' boulevard. Complete 11. Show any proposed signage and lighting units on site plan. Add stop signs at the exit points of the site. Complete. 12. Turn off existing contouring on site plan for clarity. Complete. 13. (-nnfirm whether or not there will be a monument sigl i al iu snow location on plan. Complete. 14. Provide additional dimensioning examples of parking spaces. It appears there are at least two size variations proposed. Complete. 15. Provide more specific hatching in the legend for the various pavement types (i.e. 4" versus 6" concrete, standard versus heavy duty bituminous pavement, etc.) Complete. 16. There are parking spaces at the NE entrance and pavement areas on the south side of the site that are encroaching into the drainage and utility easements. The City is amenable to this but will require that the applicant confirm no existing utilities are impacted with the encroachment. With the most recent revision, the paving in the drainage and utility easement has been greatly reduced on the south side to a fairly negligible amount. The paving on the north side is still in the drainage and utility easement but the applicant has designated the 3 parking stalls to building and maintenance personnel. In -progress, the applicant stated they have had difficulty getting utility providers to locate their facilities accurately in the area and are continuing to confirm locations. Grading & Drainage Plan (Sheets C5 & C6) 17. Label more of the proposed contours and the location of all EOF's. Locations of EOF's or other concentrated discharge point over vegetated areas will require a permanent energy dissipation/stabilization method such as rip -rap or permanent turf reinforcement matting. Complete. 18. Within handicapped accessible spaces or routes within the parking areas, the grade cannot exceed 2.0%. Provide more grading detail, spot elevations, or note(s) to reinforce this requirement. Complete. 19. With final construction plans, provide more spot elevations along curb lines, requisite with what would be required for a surveyor to provide construction staking. Complete. 20. Include additional drainage arrows on plans showing direction of runoff within vegetated areas. Complete. 21. Note the size of proposed storm sewer structures. Complete. 22. Retaining walls greater than 4' in height will need to be desioned by a orofessional engineer and require a railing or safety fence at the toy Complete - Retaining walls on the grading plan lowered to less than 4'. K:A022968-000AAdminADocs\2023-11-01 Submittal (Final Plat)A_2023-11-08 Briggs Apt Final Stage PUD - WSB Engineering Comments.do- City of Monticello — Briggs Apartment Site Final PUD and Plans — Engineering Review November 8, 2023 Page 3 23. Reconfigure pei ;_`_ *hp h,--;— Complete. Note provided on site plan to add edging to prevent water from discharging directly from the pet area to the Central Infiltration Basin; water will flow along curb lines to the nearest curb cut/ rain turret. Utility Plan (Sheets C7) 24. Show more clearly (with thicker lines) where the water/sewer service extensions are located on the plan; currently, they are difficult to distinguish from the existing linework. Complete. 25. It is not clear what the existing valve configuration and hydrant location is with the existing water service, review and correct the plans. The existing hydrant on the north side of the site will be located within the proposed bituminous trail (or revised plan with concrete walk); this will need to be relocated outside of the trail or walk and have at least a 2' clearance to the edge of the pavement. Complete. Existing hydrant is outside the proposed 6' sidewalk with 6' boulevard. 26. Based on the current design, it appears the applicant will be required to apply for a permit from DLI, provide copies to the City. In -progress, awaiting receipt of final permit documents. 27. Hydrant locations shall be reviewed and approved of by the City Fire Marshal; typically, a maximum of 250' overlapping influence radius (maximum 400' spacing) is required along roadway (hose length). Provide an exhibit showing hydrant influence spacin Complete. 28. The watermain connections to the building shall be reviewed and approved by the City Fire Marshall. Show the location of the PIV on the plan (if required). In -progress, the PIV is shown but is in the potential fall zone of the building. Location to be verified and approved of by the City Fire Marshall. 29. Provide dimension notes from watermain to parallel sewer mains (storm and sanitary sewer); the minimum horizontal separation between mains is 10 feet. Complete. 30. Add general notes to the utility plans to the effect of: Complete. a. The City shall not be responsible for any additional costs incurred that are associated with variations in the utility as -built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City's standards. c. All watermain and sanitary sewer testing shall be conducted in accordance with the City standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5'. e. Tracer wire installation shall be in accordance with the latest edition of the MN Rural Water Association Standards. See these standards for further details. f. The City will require televising for sanitary and storm sewer pipe installations prior to accepting a warranty for the utility system; provide report and video files to the City for review. KA022968-000\Admin\Docs\2023-11-01 Submittal (Final Plat)\_2023-11-08 Briggs Apt Final Stage PUD - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Final PUD and Plans — Engineering Review November 8, 2023 Page 4 31. The City's preference is for the watermain connection on Elm Street to be a wet -tap. If a wet -tap is not used, the contractor must coordinate with the City utility department and property owners impacted. Complete. Stormwater Management & Modelling (Sheet C8) 32. Provide the hydroCAD calculations With the final submittal to verify drainage areas, impervious and treatment capacii Complete. 33. This site was designed to drain to the regional stormwater pond on the north side of 7th St. The pond will provide rate control for the site based on a curve number of 89. Complete, the site is shown to have a curve of 89 meeting requirements. 34. Sheet 5C references web soil survey for soils information, please Include soil borings to verify soil types and infiltration rates for the site along with separation from the ground water. Soils borings should be a minimum of 5' below the bottom of the proposed infiltration basins. In -progress, awaiting receipt of geotechnical report. Complete. 35. The new site will need to provide onsite volume control for runoff of 1.1" over the new impervious area, Pre-treatment measures are required prior to discharging to the volume control BMPs. a. Verification of soil infil` !on rates is required. Complete, noted on plan to be completed after grading. b. When designing 01 1 11 1111U-ation practice for volume control and water quality management, on-site testing and detailed analysis are strongly encouraged in order to determine the infiltration rates of the proposed infiltration facility. Documented site-specific infiltration or hydraulic conductivity measurements (double -ring infiltrometer) completed by a licensed soil scientist or engineer is required. Complete, acknowledged by applicant. 36. An operation and maintenance plan for all stormwater BMPs is required and should be submitted with the stormwater report for review. Complete. 37. The site is outside of the DWSMA and is not subject to requirements of the City's Wellhead Protection Plan. Complete. 38. Pretreatment, in the form of ponds, forebays, filter strips, or other approved methods, shall be provided for all infiltration areas. Currently rain guardian turrets are shown. Additional pretreatment will be required for the central infiltration basin to prevent maintenance issues in the future. CBMH 2 and 7 should be 4 foot sumps per City standards. Complete. 39. Provide a stabilized EOF route for the central infiltration basir, Complete. c. Emergency Overflows (EOFs) shall be sized with a minimum bottom width of five feet and 4:1 side slopes. Label all EOF locations on the plans. d. The maximum flow depth in EOFs shall be less than equal to one foot as calculated for a 100 -year back-to-back storm event. e. At least two feet of vertical separation is required from an area's emergency overflow elevation to the lowest opening of a building. Current plans show garage FFE of 960 and an EOF elevation of 958. 40. For basins with a suitable outlet, freeboard will be two -feet above the HWL determined by modeling the 100 -year critical event. Verify HWL have a minimum of 2' from all structures. Complete. K:\022968-000\Admin\Docs\2023-11-01 Submittal (Final Plat)\_2023-11-08 Briggs Apt Final Stage PUD - WSB Engineering Comments.docx City of Monticello — Briggs Apartment Site Final PUD and Plans — Engineering Review November 8, 2023 Page 5 Erosion Control & SWPPP Plans (Sheets C9 & C10) 41. The proposed project will disturb more than one acre. Develop and include a SWPPP consistent with the MPCA CSWGP with future full plan set submittals. In progress, a more detailed review of erosion/sediment control and SWPPP will be conducted with future submittals. 42. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review (if required due to disturbance limits), prior to construction commencing. In -progress, awaiting receipt of final permit documents. 43. Label redundant perimeter control around the stormwater treatment areas. Silt fence should be double layered to a 3 foot minimum separation and 5 foot maximum separation. Show a row of silt fence or bio -roll at the bottom of the slope around the perimeter of the infiltration areas. Complete. 44. Change line type or color on erosion control plan show erosion control BMP's clearly show up. Currently they blend into the contour lines Complete. 45. Erosion control blanket is required for slopes 4:1 or great, Complete. Construction Notes & Standard Details Plans (Sheets C11 -C16) 46. The pavement design/typical section shall be designed to meet the City's standard, at minimum. The final pavement section shall be designed by a registered geotechnical engineer for the specific soil conditions found on the site and may need to include a thicker aggregate section and/or a sand section here the fire truck access route is intended. Provide details for the various pavement sections. In -progress, awaiting receipt of geotechnical report. Pavement section to be designed and submitted accordingly. 47. Provide details for the proposed stormwater treatment areas. A 4" layer of basic "topsoil" is not typically recommended with infiltration basins, reference the MN Stormwater Manual for preferred soil types and specifications. Complete. 48. Provide specific details for each of the control structures proposed. Complete. 49. Some details appear to be very light in color and may be difficult to read on printed hard copy, please review. Complete. 50. Use City details in all cases where practicable. A full review of standard details will be conducted with the final plat submittal. Complete. Traffic & Access 51. Five spaces must be dedicated as Americans with Disabilities Act (ADA) compliant in the indoor heated lot to meets the required amount for lots with a total of 101-150 parking spaces. Four spaces must be dedicated as ADA compliant in the outdoor lot to meet the required amount with a total of 76-100 parking spaces. Accessible parking spaces and aisles must meet all ADA requirements. Complete. 52. The site would generate approximately 227 daily trips, 19 AM peak hour trips and 20 PM peak hour trips. The existing Average Daily Traffic on 7t" Street is 5300 and on Elm =n Complete, the addition of the proposed traffic should not have an impact on roadway capacity or operations. K:A022968-000AAdminADocs\2023-11-01 Submittal (Final Plat)A_2023-11-08 Briggs Apt Final Stage PUD - WSB Engineering Comments.do- City of Monticello — Briggs Apartment Site Final PUD and Plans — Engineering Review November 8, 2023 Page 6 53. Provide a pedestrian path along Elm Street and 7th Street adjacent to the development site. Also, to provide connectivity, a pedestrian path is to be installed along the south side of 7th Street to or at a minimum, a connection to the adjacent existing sidewalks should be provided. Complete. 54. Provide a sight line exhibit at 71" Street access and show that intersection/driveway sight distances will be met. Add intersection sight distance triangles for left -turning and right - turning vehicles at the access. Design ISD for 30 mph is 335 feet, add ISD triangles to exhibit. Wetlands & Buffers 55. H wetlancl delineation should be completed and submitted to the Local Government Unit (the City of Monticello) for review and approval. There i- - w J ' '". " -_J_ Inventory (NWI) wetland at the pate+ side of the narr,Ai Complete. Notice of Decision from 2016 (LGU No. 2596-150) approves no wetlands on site. 56. If wetland impacts are proposed, a replacement plan must be submitted to the City of Monticello for Wetland Conservation Act (WCA) review. Complete, no wetlands onsite. 57. The City has wetland buffer and setback rules that are based on the functional quality of the wetlands. If wetlands are identified on site, wetland buffers and setbacks will be required. Complete, no wetlands onsite. Please have the applicant provide a written response addressing the comments above. We would be happy to discuss this review in more detail. Please contact me at 612-419-1549 if you have any questions or if you would like to set up a time to meet. Sincerely, WSB L Jim Stremel, P.E. Senior Project Manager K:\022968-000\Admin\Docs\2023-11-01 Submittal (Final Plat)\_2023-11-08 Briggs Apt Final Stage PUD - WSB Engineering Comments.docx � ciTv of Monticello September 27, 2023 PHONE: 763-295-2711 FAx:763-295-4404 505 Walnut Street I Suite 11 Monticello, MN 55362 Re: Briggs Companies Request for Development Stage PUD and Rezoning to PUD Planning File: 2023-22 The Building/Fire Department has the following general comments or this project: If the parking garage is not required to have a fire suppression system installed, we may need to install another fire hydrant on the east side of the garage units. Our Fire Chief and our Fire Inspector will need to complete a thorough review of the site plan. Fire Chief will verify if the correct turning radius is used, I believe it is. Please verify the fire suppression system in the residential units to be a NFPA 13 or NFPA 13R. Sincerely, 4e7i A"4'010-� Ron Hackemueller Building Official www.ci.monticello.mn.us From: Cruikshank, Thomas (DOT) To: Hayden Stensaard Cc: Angela Schumann; Peterson. Keith (DOT) Subject: RE: City of Monticello, MN I Application for Preliminary Plat Date: Wednesday, August 16, 2023 10:23:37 AM Attachments: imaae001.Dna image002.pnno Hi Hayden, We would have no substantive concerns with this plat. Only couple of things to pass along are that no stormwater can flow into the ROW — we would like to review any site/development plans when they are presented to the City. Also, if these are developed for residential property we like to see some kind of berming or fencing to mitigate noise from 194. Let me know if you need anything else. Thanks, Tom Cruikshank Principal Planner I District 3 3725 12th Street North, St. Cloud, MN 56303-2107 Phone: (320) 223-6526 1 Cell: (320) 267-9859 Email: thomas.cruikshankPstate.mn.us dm, DEPARTMENT OF IL TRANSPORTATION From: Hayden Stensgard <Hayden.Stensgard@ci.monticello.mn.us> Sent: Thursday, August 10, 2023 12:47 PM To: Cruikshank, Thomas (DOT) <Thomas.Cruikshank@state.mn.us> Cc: Angela Schumann <Angela.Schumann@ci.monticello.mn.us> Subject: City of Monticello, MN I Application for Preliminary Plat This message may be from an external email source. Do not select links or open attachments unless verified. Report all suspicious emails to Minnesota IT Services Security Operations Center. Good afternoon Tom, The City of Monticello received an application for preliminary plat adjacent to State right -of way. Please find the attached for formal review and comment. Thank you, Hayden Stensgard Community & Economic Development Coordinator City of Monticello, MN Direct: 763-271-3206 CITY OF i Mnt 0 CRC 1&.,no Email correspondence to and from the City of Monticello government offices is subject to the Minnesota Government Data Practices Act and may be disclosed to third parties. (reserved for recording information) FIRST AMENDMENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT (Developer Installed Improvements) GREAT RIVER SECOND ADDITION (PC#2023-022) THIS FIRST AMENDMENT TO DEVELOPMENT CONTRACT ("First Amendment"), dated , 2023, is by and between the CITY OF MONTICELLO, a Minnesota municipal corporation ("City"), and ON CALL SERVICESI, LLC, a Minnesota Limited Liability Corporation, (the "Developer"). RECITALS A. On September 25, 2023, the City Council for the City of Monticello adopted Resolution No. 2023-85 approving Developer's request for approval for a Preliminary and Final Plat for the GREAT RIVER SECOND ADDITION ("Plat"), creating a single development lot of 6.0 acres and an outlot for future development; and B. As required by the City's approval of the Plat, on November [X], 2023, the City and Developer entered into that certain DEVELOPMENT CONTRACT ("Original Contract"), which was recorded with the Wright County Recorder as Document No. A[INSERT], on [INSERT DATE], 2023; and C. The Original Contract memorialized the conditions of approval for the Plat, and established the City's and Developer's obligations related to the Plat approval and the Developer Project; and D. The Original Contract specifies that an amendment to the Contract and payment of all applicable fees and deposits is required with any approval of rezoning to Planned Unit Development and Planned Unit Development District for Lot 1, Block 1, Great River Second Addition; and E. The City has approved the Great River Second Addition Planned Unit Development District on the subject parcel legally described as Lot 1, Block 1, Great River Second Addition on per City Ordinance No. [XX]; and F. Accordingly, to clarify the rights and obligations of the City and Developer related to the development of the Plat and Development, it is necessary to amend the Original Contract. NOW THEREFORE, in consideration of the foregoing Recitals and the mutual promises in this First Amendment and other good and valuable consideration, the City and Developer have agreed as follows: 1. Amendment to Section 1 of the Original Contract. Section 1 of the Original Contract is amended to read as follows: 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for the GREAT RIVER SECOND ADDITION and a planned unit development district for Lot 1, Block 1, Great River Second Addition, (referred to in this K Contract as the "plat" and the "Development"). The land to be platted is situated in the County of Wright, State of Minnesota, and is legally described on the attached Exhibit "A". 2. Amendment to Section 7 of the Original Contract. Section 7 of the Original Contract is amended to read as follows: 7. CHANGES IN OFFICIAL CONTROLS. For five (5) years from the date of this Contract, no amendments to the City's Comprehensive Plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 3. Amendment to Section 26 of the Original Contract. Section 26 of the Original Contract is amended to read as follows: 26. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. Implementation of the recommendations listed in the City Engineer's Letter and Plan comments dated August 25, 2023, September 29,2023 and the City Engineer's Letter dated November 9, 2023. B. Implementation of the recommendations of Resolution Nos. 2023-85. 3 C. Implementation of the recommendations of Resolution No. 2023 -[XX] for approval of the Final Stage PUD for the Great River Planned Unit Development District, legally described as Lot 1, Block 1, Great River Second Addition. D. Implementation of the recommendations listed in the Fire Inspection Letter dated September 27, 2023. E. Implementation of the recommendations from the Planning Commission Staff Report and the Planning Commission Minutes dated September 5, 2023. F. The Developer is required to install a 6' concrete sidewalk within the Elm Street right of way as a condition of plat approval, which shall be installed no later than August 30th of the 5th year following recording of the final plat, or at the time of development of Lot 1, Block 1 of the plat, whichever occurs first. G. The Developer is required to install a 6' concrete sidewalk within the 7th Street right of way as a condition of plat approval, which shall be installed no later than August 30th of the 5th year following recording of the final plat, or at the time of development of Lot 1, Block 1 of the plat, whichever occurs first. H. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of the proposed property to be platted with all property corner monumentation in place and marked with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the survey. The Developer shall post a $600.00 security for the final placement of interior subdivision iron monuments at property corners. The security was calculated as follows: 2 units at $300.00 per unit. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of 4 survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. I. The Developer is required to submit the final plat in electronic format. The electronic format shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g., grading, utilities, and streets) shall be in electronic format in accordance with standard City specifications. 4. Defined and Remaining Terms. All defined terms of the Original Contract shall have the same meaning when used in this First Amendment. 5. Effect of Original Contract. Except as provided in this First Amendment, all remaining terms of the Original Contract are unchanged and are in full force and effect. 6. Incorporation of Recitals. The Recitals are incorporated into this First Amendment. [Signature pages follow] 5 CITY OF MONTICELLO Lloyd Hilgart, Mayor (SEAL) M Rachel Leonard, City Administrator STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2023, by Lloyd Hilgart and by Rachel Leonard, respectively, the Mayor and City Administrator of the City of Monticello, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public D DEVELOPER: ON CALL SERVICESI, LLC a Minnesota Limited Liability Corporation M. Its: STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT ) [print name] [title] The foregoing instrument was acknowledged before me this day of , 2023, by , the of On Call Servicesl, LLC, a Minnesota Limited Liability Corporation, on behalf of the corporation. Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand Oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, which mortgage is dated and recorded with the Wright County Recorder/Registrar of Titles as document number , agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 202_. Lo name] STATE OF COUNTY OF Its The foregoing instrument was acknowledged before me this , 20_, by the _ DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ ,a on behalf of the 8 Notary Public day of [print [title] of City Council Agenda: 11/13/2023 4A. Consideration of selecting a mechanical system for the Public Works Facility Project. Prepared by: Meeting Date: ❑ Consent Agenda Item Public Works Director/City Engineer 11/13/2023 ® Regular Agenda Item Reviewed by: Approved by: Finance Director, Facilities Maintenance City Administrator Manager ACTION REQUESTED Motion to authorize continuing design of a conventional gas boiler heat mechanical system for the Public Works Facility project. PREVIOUS COUNCIL ACTION November 8, 2021: Authorized the purchase of parcels 213100151400 and 213100153100 for a new public works facility. November 28, 2022: Authorized Oertel Architects to provide professional services for the construction of a new public works facility. October 23, 2023 Authorized RJM Construction to provide construction manager services for the construction of a new public works facility. REFERENCE AND BACKGROUND Staff and the Oertel Architect team continue to move forward on the design of the new Public Works Facility proposed to be constructed on a city -owned site along School Boulevard. The current timeline anticipates 95% plans and an associated cost estimate in early 2024. As part of the facility design process, Oertel Architects worked with their mechanical engineering subcontractor, Emanuelson-Podus, Inc., to conduct an assessment comparing a geothermal mechanical system to a standard natural gas boiler system. The geothermal system used in the comparative analysis was the Darcy Geothermal system. This system is slightly unique in that it utilizes a smaller number of deep wells, using the flowing groundwater in the deeper aquifers versus traditional geothermal systems that utilize shallower wells which use the heat from the earth. These aquifers have a greater heat exchange benefit which results in fewer wells needing to be drilled. The analysis indicates that, given current utility rates, the natural gas boiler system is projected to have an overall lower life cycle cost. The equipment utilized in each of the systems has about an equal estimated lifespan. The geothermal system is anticipated to cost approximately City Council Agenda: 11/13/2023 $200,000 more to install than a traditional natural gas boiler system. Additionally, at the current utility rates the natural gas system is estimated to have a lower energy cost by approximately $200,000 over 35 years. Therefore, the 35 -year overall system cost for the geothermal system would be an estimated $400,000 more than the traditional natural gas system. The geothermal system would also require an additional $25,000 design fee. The primary benefits of the geothermal system include lower energy use intensity and the ability to cool more areas of the facility at a lower cost. The system would also be eligible for a federal rebate through the Inflation Reduction Act, but the rebate amount is unknown at this time. It's possible that installing rooftop solar would offset electric rates, but so far, no final determination has been made about whether to include solar panels or simply make the building solar ready. It's important to note that future outside funding support may include sustainability requirements that the geothermal system would help us meet. It would be possible to change to geothermal later, but the fee would be higher since it would include costs to redesign the building system. I. Budget Impact: The draft 2024 budget and CIP includes $30,000,000 for this project to be funded using bond proceeds. However, bonds would not be issued if the project isn't constructed, in which case the Capital Project Fund would be used to cover costs. Approval of this contract does not include approval to bid for and construct the project. II. Staff Workload Impact: Staff are familiar with the maintenance required for a standard natural gas boiler. If City Council opts to utilize the Darcy Geothermal System, there would be additional staff training that would be necessary as part of the implementation. III. Comprehensive Plan Impact: The planning for the Public Works facility is a result of the 2040 strategy "Regularly conduct evaluations and needs assessments of the Public Works facility and other City buildings." STAFF RECOMMENDED ACTION Staff recommend utilizing a conventional natural gas boiler system to minimize design and upfront installation costs given that utility rates and unknown rebate amounts cannot be assured to offset those investments. SUPPORTING DATA • Mechanical System Comparison memo 60ERTEL ARCHITECTS Monticello Public Works Date November 6, 2023 1795 St. Clair Avenue I St. Paul, MN 55105 1 (651) 696-5186 www.oertelarchitects.com OA Project No. 21-25 To: Matt Leonard — Public Works Director, City Engineer CC: RE: Monticello Public Works Mechanical System Selection / Comparison Purpose This comparison between two primary mechanical systems for heating and cooling are provided to inform and drive selection of a system for the progression of the design process. Memo I. Mechanical System Selection a. Gas Boiler Heat v Darcy Geothermal i. Darcy 1. Significantly lower Energy Use Intensity (lower kBtu/Sf/yr) 2. Higher upfront cost (drives the higher life cycle cost) a. Under the IRA, cash incentives may apply b. https://www.cleanenergyresourceteams.org/inflation-reduction- act-what-you-need-know 3. All electric building leads to higher electricity usage (in $), but can be offset by on-site renewables or regional renewable energy. 4. Slightly lower annual energy cost which matches energy reduction practices that are expected to increase as energy codes become stricter. 5. Control of system for building comfort is similar to that of other hydronic systems that the city currently uses in their buildings, such as hot water boilers. 6. Darcy (as a provider) provides training, ongoing monitoring and upkeep to develop their system and implement its use. 7. Option to provide mechanical cooling to additional spaces within the building, due to heating driven load sizing of the geothermal system. b. System lifespans used in the life cycle cost analysis are drawn from the ASHRAE Handbook — HVAC Applications 1. Darcy System: a. Water to Water Heat Pump: 22 years b. Geothermal Air Handler: 20 years c. Pump replacements: 17 years Cl. VAV box updates: 30 years 2. Boiler/DX Cooling System: 1 6-5186 6 OERTEL ARCHITECTS 1795 St. Clair I St. Paul, MN 55.oe I larch 69ts.com www.oertelarchitects.com itects.com a. Boilers: 25 years b. Air Handler: 20 years c. Pump replacements: 17 years Cl. VAV Box updates: 30 years 3. Equipment Shared in both Options: a. Garage Unit Heaters: 13 years b. Garage Fans: 15 years c. Garage Makeup Air Unit: 18 years c. Design Team recommendations 1. Select a sustainable, low energy solution. 2. Select system that from a Mechanical perspective, has a significantly higher impact on reducing energy consumption than code based increased architectural efforts. 3. Lower energy consumption and sustainability are excellent points in the larger project narrative and public perception of the project story. 4. Darcy Geothermal selection would set the project up for other sustainable requirements should they become a requirement or chosen to be implemented as part of the project scope. HVAC Options EUI Annual Electric Annual Gas Total Annual Energy Cost Life Cycle Cost (35 years) Base 28.51 $ 54,686 $ 13,382 $ 68,067 $ 6,724,631 Darcy Geothermal Alternate 1 42.80 $ 39,860 $ 28,950 $ 68,810 $ 6,531,008 Natural Gas Boiler If you have any additional follow-up or questions regarding this analysis, please don't hesitate to contact us for additional information and clarifications. Sincerely, Andrew Cooper, AIA — Principal, Oertel Architects CC: Ray Bouchart, PE — Mechanical Engineer, Emanuelson-Podas, Inc. Scott Vander Heiden, PE — Mechanical Engineer, Emanuelson-Podas, Inc. Brian Ringsven, Mechanical Designer, - Associate, Emanuelson-Podas, Inc. 2 1 Ni topA �9 rF SoFF J Monticello Monthly Report 2023 Wright County Sheriff's Office Sheriff Sean Deringer 3800 BraddockAve. NE, Buffalo, MN 55313 1-800-362-3667 Fax: 763-682-7610 QQ�FESSIONA<SS M p �4 BARING Printed on • •-2023 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 911 Abandoned Total: 4 10/14/23 13:32 911 Abandoned 2023093612 911 10/19/23 18:53 911 Abandoned 2023095340 911 10/22/23 19:54 911 Abandoned 2023096369 911 10/23/23 22:14 911 Abandoned 2023096732 911 911 Abandoned; Traffic - Complaint Total: 1 2023090938 10/22/23 02:15 911 Abandoned; Traffic 2023096150 Disorderly WP23027595 911 911 Hang-up Total: 11 10/02/2319:33 911 911 Hang-up 2023089957 911 10/04/2315:36 911 911 Hang-up 2023090491 911 10/05/23 00:24 911 911 Hang-up 2023090678 911 10/05/23 20:06 911 911 Hang-up 2023090938 911 10/07/23 16:53 911 911 Hang-up 2023091498 911 10/16/23 19:11 911 911 Hang-up 2023094337 911 10/17/23 20:56 911 911 Hang-up 2023094753 911 10/20/23 07:33 911 911 Hang-up 2023095482 911 10/20/23 21:49 911 911 Hang-up 2023095735 911 10/22/23 12:55 911 911 Hang-up 2023096247 911 10/24/2316:00 911 911 Hang-up 2023096944 911 911 Hang-up; Medical - Sick Total: 1 Open 10/04/23 17:07 2023093352 911 Hang-up; Medical - 2023090526 911 911 Open Line Total: 48 10/01/23 14:28 911 Open Line 2023089537 911 10/02/23 17:33 911 Open Line 2023089919 911 10/03/23 15:28 911 Open Line 2023090204 911 10/04/23 10:10 911 Open Line 2023090393 911 10/04/23 11:38 911 Open Line 2023090424 911 10/04/23 13:28 911 Open Line 2023090451 911 10/05/23 13:36 911 Open Line 2023090810 911 10/06/23 18:12 911 Open Line 2023091224 911 10/09/23 09:34 911 Open Line 2023091987 911 10/10/23 06:32 911 Open Line 2023092268 911 10/10/23 07:17 911 Open Line 2023092272 911 10/13/23 16:07 911 Open Line 2023093352 911 10/13/23 18:44 911 Open Line 2023093401 911 10/14/23 20:18 911 Open Line 2023093746 911 10/14/23 23:03 911 Open Line 2023093804 911 Page 1 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/15/23 16:11 911 Open Line 2023093974 2023089967 911 10/16/23 09:27 911 Open Line 2023094151 Agency Assist 911 10/17/23 07:14 911 Open Line 2023094458 10/08/23 17:32 911 10/17/23 13:27 911 Open Line 2023094567 911 Open Line WP23027123 911 10/17/23 21:44 911 Open Line 2023094767 911 10/18/23 12:15 911 Open Line 2023094910 911 10/18/23 21:22 911 Open Line 2023095085 2023094520 911 10/19/23 20:39 911 Open Line 2023095378 Agency Assist 911 10/20/23 07:40 911 Open Line 2023095483 10/22/23 22:15 911 10/21/23 08:09 911 Open Line 2023095826 Phone 911 10/21/23 11:45 911 Open Line 2023095869 911 10/21/23 13:54 911 Open Line 2023095908 911 10/22/23 11:59 911 Open Line 2023096232 911 10/22/23 15:30 911 Open Line 2023096290 911 10/22/23 21:26 911 Open Line 2023096400 911 10/23/23 07:56 911 Open Line 2023096468 911 10/23/23 13:47 911 Open Line 2023096583 911 10/24/23 09:03 911 Open Line 2023096810 911 10/24/23 10:09 911 Open Line 2023096824 911 10/24/23 16:10 911 Open Line 2023096949 911 10/24/23 19:28 911 Open Line 2023096993 911 10/25/23 19:57 911 Open Line 2023097279 911 10/25/23 21:42 911 Open Line 2023097309 911 10/26/23 20:17 911 Open Line 2023097605 911 10/27/23 16:02 911 Open Line 2023097828 911 10/27/23 20:07 911 Open Line 2023097904 Medical - Psychiatric - WP23028176 911 10/28/23 16:31 911 Open Line 2023098126 911 10/28/23 17:07 911 Open Line 2023098141 911 10/29/23 02:43 911 Open Line 2023098302 911 10/29/23 15:33 911 Open Line 2023098402 911 10/29/23 21:50 911 Open Line 2023098472 911 10/30/23 21:07 911 Open Line 2023098751 911 10/31/23 10:09 911 Open Line 2023098851 911 Abandoned Vehicle Total: 1 10/11/23 12:09 Abandoned Vehicle 2023092646 Abandoned Vehicle WP23026493 Phone Agency Assist Total: 10 10/02/23 19:42 Agency Assist 2023089961 Phone 10/02/23 19:59 Agency Assist 2023089967 Warrant - Arrest WP23025695 Other 10/08/23 00:17 Agency Assist 2023091661 Check Welfare WP23026180 Phone 10/08/23 17:32 Agency Assist 2023091830 Agency Assist WP23026242 10/08/23 18:31 Agency Assist 2023091849 Phone 10/11/23 14:09 Agency Assist 2023092685 Phone 10/17/23 11:02 Agency Assist 2023094520 Agency Assist WP23027106 Phone 10/19/23 09:12 Agency Assist 2023095192 Phone 10/22/23 22:15 Agency Assist 2023096409 Phone Page 2 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/23/23 04:15 Agency Assist 2023096443 Phone Agency Assist; Check Welfare Total: 1 10/25/23 15:29 Agency Assist; Check 2023097175 Agency Assist WP23027944 Phone Agency Assist; Dispatch - CAD - Addressing Problems Total: 1 10/26/23 17:55 Agency Assist; Dispatch 2023097566 Phone Animal Total: 12 10/04/23 07:15 Animal 2023090353 Animal WP23025809 Phone 10/05/23 09:20 Animal 2023090740 Animal WP23025913 Phone 10/08/2314:03 Animal 2023091781 Animal WP23026216 911 10/09/2316:11 Animal 2023092113 Phone 10/10/2316:35 Animal 2023092425 Animal WP23026419 Phone 10/13/23 21:03 Animal 2023093454 WSRO23027121 Phone 10/21/2317:35 Animal 2023095981 WP23027629 911 Phone 10/22/2314:29 Animal 2023096271 Animal WP23027649 Phone 10/26/2317:11 Animal 2023097551 10/12/2310:55 Phone 10/28/2310:36 Animal 2023098034 Phone 10/13/23 09:25 Phone 10/28/2312:31 Animal 2023098073 Animal WP23028230 Phone 10/30/23 07:39 Animal 2023098517 Animal WP23028353 911 Animal - Barking Dog Total: 3 10/12/23 09:12 Animal - Barking Dog 2023092934 Animal - Barking Dog WP23026595 Phone 10/18/23 13:07 Animal - Barking Dog 2023094927 Animal - Barking Dog WP23027225 Phone 10/18/23 22:44 Animal - Barking Dog 2023095108 Animal - Barking Dog WP23027281 Phone Assault Total: 4 10/05/23 20:26 Assault 2023090948 Disorderly WP23025972 911 10/17/2313:41 Assault 2023094575 Assault WSRO23027121 10/22/2312:02 Assault 2023096233 Assault WP23027629 911 10/28/23 22:31 Assault 2023098233 Assault WP23028270 Phone Burglary Total: 3 10/12/2310:55 Burglary 2023092968 Burglary WP23026602 Phone 10/13/23 09:25 Burglary 2023093223 Burglary WP23026685 Phone 10/13/23 18:58 Burglary 2023093408 Medical - Psychiatric - WP23026747 911 Check Welfare Total: 37 10/01/23 14:22 Check Welfare 2023089536 Check Welfare WP23025548 Phone 10/02/23 09:10 Check Welfare 2023089761 Check Welfare WP23025616 Phone 10/02/23 10:35 Check Welfare 2023089787 Citizen Aid WP23025624 Phone 10/03/23 17:04 Check Welfare 2023090235 Domestic Disturbance WP23025778 911 10/03/23 17:28 Check Welfare 2023090237 Check Welfare WP23025780 911 10/03/23 19:38 Check Welfare 2023090270 Check Welfare WP23025789 Phone 10/04/23 10:54 Check Welfare 2023090413 Check Welfare WP23025829 911 10/04/23 18:12 Check Welfare 2023090545 Check Welfare WP23025882 Phone 10/05/23 10:40 Check Welfare 2023090758 Check Welfare WP23025919 Phone 10/05/23 23:18 Check Welfare 2023091002 Check Welfare WP23025982 911 Page 3 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/06/23 12:34 Citizen Aid Check Welfare 2023091122 Check Welfare WP23026012 Phone 10/07/23 20:58 2023090538 Check Welfare 2023091598 Check Welfare WP23026165 Phone 10/08/23 00:37 Citizen Aid Check Welfare 2023091666 Check Welfare WP23026183 911 10/08/23 06:39 WP23025907 Check Welfare 2023091697 Check Welfare WP23026189 911 10/08/23 16:02 Phone Check Welfare 2023091807 Check Welfare WP23026226 911 10/09/23 13:05 10/09/23 20:57 Check Welfare 2023092055 Check Welfare WP23026298 911 10/10/23 07:05 Citizen Aid Check Welfare 2023092269 Check Welfare WP23026369 Phone 10/11/23 23:38 2023094515 Check Welfare 2023092872 Check Welfare WP23026573 Phone 10/11/23 23:39 Citizen Aid Check Welfare 2023092874 Trespass WP23026575 Phone 10/12/23 08:57 WP23027562 Check Welfare 2023092931 Check Welfare WP23026594 Phone 10/12/23 09:58 Phone Check Welfare 2023092945 Check Welfare WP23026600 Phone 10/12/23 23:18 10/26/23 09:22 Check Welfare 2023093173 Check Welfare WP23026673 Phone 10/13/23 10:51 Citizen Aid Check Welfare 2023093252 Check Welfare WP23026697 Phone 10/13/23 20:36 2023098063 Check Welfare 2023093448 Check Welfare WP23026763 911 10/14/23 13:08 Citizen Aid Check Welfare 2023093604 Check Welfare WP23026811 Phone 10/14/23 16:29 Check Welfare 2023093670 Check Welfare WP23026837 Phone 10/15/23 04:40 Check Welfare 2023093856 Check Welfare WP23026896 911 10/19/23 12:55 Check Welfare 2023095247 Check Welfare WP23027322 Phone 10/19/23 14:47 Check Welfare 2023095270 Check Welfare WP23027335 Phone 10/20/23 16:30 Check Welfare 2023095614 Noise WP23027441 911 10/22/23 03:47 Check Welfare 2023096161 Check Welfare WP23027598 Phone 10/22/23 20:00 Check Welfare 2023096375 Check Welfare WP23027691 Phone 10/24/23 15:14 Check Welfare 2023096930 Check Welfare WP23027853 Phone 10/25/23 16:27 Check Welfare 2023097195 Check Welfare WP23027947 Phone 10/26/23 23:42 Check Welfare 2023097646 Check Welfare WP23028082 Phone 10/27/23 12:00 Check Welfare 2023097754 Check Welfare WP23028115 911 10/27/23 22:51 Check Welfare 2023097948 Check Welfare WP23028189 Phone Citizen Aid Total: 19 10/02/23 15:44 Citizen Aid 2023089883 Citizen Aid WP23025667 Phone 10/04/23 15:53 Citizen Aid 2023090502 Citizen Aid WP23025858 911 10/04/23 17:45 Citizen Aid 2023090538 Citizen Aid WP23025877 Phone 10/04/23 17:56 Citizen Aid 2023090541 Citizen Aid WP23025879 911 10/05/23 05:55 Citizen Aid 2023090709 Citizen Aid WP23025907 Phone 10/09/23 15:17 Citizen Aid 2023092098 Citizen Aid WP23026314 Phone 10/09/23 20:03 Citizen Aid 2023092176 Citizen Aid WP23026344 911 10/09/23 20:57 Citizen Aid 2023092199 Citizen Aid WP23026350 Phone 10/16/23 20:25 Citizen Aid 2023094368 Citizen Aid WP23027057 911 10/17/23 10:41 Citizen Aid 2023094515 Citizen Aid WP23027096 911 10/18/23 17:05 Citizen Aid 2023094994 Citizen Aid WP23027250 911 10/21/23 18:02 Citizen Aid 2023095994 Citizen Aid WP23027562 Phone 10/21/23 20:10 Citizen Aid 2023096052 Citizen Aid WP23027578 Phone 10/26/23 08:30 Citizen Aid 2023097402 Citizen Aid WP23028001 Phone 10/26/23 09:22 Citizen Aid 2023097414 Phone 10/27/23 17:07 Citizen Aid 2023097850 Citizen Aid WP23028155 Phone 10/28/23 12:04 Citizen Aid 2023098063 Citizen Aid WP23028224 10/29/23 18:00 Citizen Aid 2023098425 Citizen Aid WP23028328 911 Page 4 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/30/23 13:02 Citizen Aid 2023098604 Citizen Aid WP23028384 Phone Citizen Aid; Dispatch - CAD - Addressing Problems Total: 1 10/26/23 17:23 Citizen Aid; Dispatch - 2023097554 Citizen Aid WP23028052 911 Citizen Aid; Domestic Disturbance Total: 1 10/03/23 21:23 Citizen Aid: Domestic 2023090301 Domestic Disturbance WP23025794 911 Civil Complaint Total: 20 10/06/23 17:40 Civil Complaint 2023091218 Civil Complaint WP23026058 911 10/07/23 09:07 Civil Complaint 2023091387 Civil Complaint WP23026102 Phone 10/07/23 09:57 Civil Complaint 2023091398 Civil Complaint WP23026106 Phone 10/07/23 11:17 Civil Complaint 2023091413 Civil Complaint WP23026114 Phone 10/11/23 15:05 Civil Complaint 2023092713 Civil Complaint WP23026517 Phone 10/11/23 16:41 Civil Complaint 2023092752 Civil Complaint WP23026533 Phone 10/12/23 13:54 Civil Complaint 2023093038 Civil Child Custody WP23026627 Phone 10/12/23 16:27 Civil Complaint 2023093088 Civil Complaint WP23026639 Phone 10/13/23 20:40 Civil Complaint 2023093451 Civil Complaint WP23026764 Phone 10/14/23 17:19 Civil Complaint 2023093686 Civil Complaint WP23026844 Phone 10/15/23 15:09 Civil Complaint 2023093957 Civil Complaint WP23026931 Phone 10/16/23 13:06 Civil Complaint 2023094216 Civil Complaint WP23027005 911 10/17/23 06:50 Civil Complaint 2023094450 Civil Complaint WP23027077 911 10/18/23 10:19 Civil Complaint 2023094874 Civil Complaint WP23027203 Phone 10/19/23 13:09 Civil Complaint 2023095248 Civil Complaint WP23027323 Phone 10/20/23 12:17 Civil Complaint 2023095544 Civil Complaint WP23027410 Phone 10/25/23 09:30 Civil Complaint 2023097095 Civil Complaint WP23027908 Phone 10/29/23 10:31 Civil Complaint 2023098340 Civil Complaint WP23028299 Phone 10/31/23 16:03 Civil Complaint 2023098944 Civil Complaint WP23028486 Phone 10/31/23 19:27 Civil Complaint 2023099008 Civil Complaint WP23028505 911 Civil Complaint; Dispatch - CAD - Addressing Problems Total: 1 10/07/23 13:10 Civil Complaint; 2023091444 Civil Complaint WP23026127 Phone Civil Process Total: 40 10/02/23 10:12 Civil Process 2023089780 Officer 10/02/23 15:34 Civil Process 2023089879 Officer 10/03/23 11:38 Civil Process 2023090119 Officer 10/04/23 12:54 Civil Process 2023090437 Officer 10/04/23 15:02 Civil Process 2023090478 Officer 10/04/23 15:43 Civil Process 2023090496 Officer 10/05/23 11:01 Civil Process 2023090766 Officer 10/05/23 12:02 Civil Process 2023090782 Officer 10/05/23 13:48 Civil Process 2023090818 Officer 10/06/23 10:56 Civil Process 2023091094 Officer 10/10/23 10:01 Civil Process 2023092299 Officer 10/12/23 13:34 Civil Process 2023093032 Officer 10/13/23 14:36 Civil Process 2023093315 Officer 10/17/23 08:20 Civil Process 2023094467 Officer 10/17/23 08:39 Civil Process 2023094470 Officer Page 5 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/17/23 19:29 Civil Process 2023094720 Officer 10/23/23 11:09 Civil Process 2023096534 Officer 10/23/23 11:28 Civil Process 2023096545 Officer 10/23/23 12:29 Civil Process 2023096555 Officer 10/24/23 08:51 Civil Process 2023096805 Officer 10/24/23 09:06 Civil Process 2023096813 Officer 10/24/23 11:43 Civil Process 2023096863 Officer 10/24/23 13:56 Civil Process 2023096902 Officer 10/24/23 14:38 Civil Process 2023096912 Officer 10/24/23 20:14 Civil Process 2023097003 Officer 10/25/23 13:49 Civil Process 2023097153 Officer 10/26/23 10:02 Civil Process 2023097421 Officer 10/26/23 14:44 Civil Process 2023097502 Officer 10/26/23 14:53 Civil Process 2023097506 Officer 10/27/23 13:02 Civil Process 2023097771 Officer 10/30/23 09:20 Civil Process 2023098540 Officer 10/30/23 09:31 Civil Process 2023098543 Officer 10/30/23 16:00 Civil Process 2023098658 Officer 10/30/23 16:14 Civil Process 2023098665 Officer 10/30/23 16:23 Civil Process 2023098668 Officer 10/31/23 10:36 Civil Process 2023098857 Officer 10/31/23 10:50 Civil Process 2023098859 Officer 10/31/23 10:58 Civil Process 2023098861 Officer 10/31/23 12:14 Civil Process 2023098883 Officer 10/31/23 12:43 Civil Process 2023098886 Officer Civil Standby Total: 1 10/08/23 15:09 Civil Standby 2023091799 Commercial Fire Alarm Total: 7 10/02/23 17:00 Commercial Fire Alarm 2023089914 Phone 10/07/23 21:22 Commercial Fire Alarm 2023091607 Phone 10/09/23 06:07 Commercial Fire Alarm 2023091955 Phone 10/13/23 06:35 Commercial Fire Alarm 2023093197 Phone 10/13/23 15:14 Commercial Fire Alarm 2023093329 Phone 10/26/23 07:26 Commercial Fire Alarm 2023097386 Phone 10/30/23 12:05 Commercial Fire Alarm 2023098584 Phone Commercial General Alarm Total: 21 10/04/23 12:35 Commercial General 2023090433 Phone 10/04/23 19:26 Commercial General 2023090575 Phone 10/06/23 05:48 Commercial General 2023091036 Phone 10/07/23 11:25 Commercial General 2023091416 Phone 10/08/23 00:06 Commercial General 2023091659 Phone 10/12/23 23:35 Commercial General 2023093175 Phone 10/12/23 23:45 Commercial General 2023093179 Phone 10/14/23 12:57 Commercial General 2023093601 Phone 10/16/23 05:43 Commercial General 2023094113 Phone Page 6 of 31 Incident Start Date/Time Initial Call CFS # 10/18/23 20:16 Commercial General 2023095055 10/19/23 05:23 Commercial General 2023095147 10/20/23 20:36 Commercial General 2023095708 10/21/23 02:12 Commercial General 2023095805 10/21/23 02:21 Commercial General 2023095807 10/22/23 21:18 Commercial General 2023096398 10/25/23 04:16 Commercial General 2023097049 10/27/23 04:27 Commercial General 2023097671 10/28/23 22:21 Commercial General 2023098230 10/29/23 01:02 Commercial General 2023098287 10/30/23 21:48 Commercial General 2023098766 10/31/23 02:00 Commercial General 2023098786 Final Incident Commercial General Alarm Case Number How Reported Phone Phone Phone Phone Phone Phone WP23027889 Phone Phone Phone Phone Text Phone Commercial General Alarm; 911 Text Total: 1 10/04/23 20:22 Commercial General 2023090600 Text Commercial Medical Alarm Total: 1 10/23/23 08:10 Commercial Medical 2023096471 Commercial Medical Alarm WP23027719 Phone Court Order Violation; Medical - Psychiatric - Behavioral Total: 1 10/09/23 15:15 Court Order Violation: 2023092097 Court Order Violation WP23026315 Phone Criminal Damage to Property Total: 6 10/01/23 17:40 Criminal Damage to 2023089584 Disorderly WP23025564 911 10/06/23 14:28 Criminal Damage to 2023091151 Criminal Damage to Property WP23026028 Phone 10/13/23 18:04 Criminal Damage to 2023093388 Criminal Damage to Property WP23026734 Phone 10/20/23 12:44 Criminal Damage to 2023095555 Criminal Damage to Property WP23027416 Phone 10/23/23 11:12 Criminal Damage to 2023096536 Criminal Damage to Property WP23027740 Phone 10/24/23 16:46 Criminal Damage to 2023096957 Criminal Damage to Property WP23027867 Phone CSC Sex Offense Total: 3 Domestic Disturbance 2023091455 Civil Complaint 10/04/23 19:56 CSC Sex Offense 2023090590 Citizen Aid WP23025887 2023092766 10/21/23 12:51 CSC Sex Offense 2023095888 CSC Sex Offense WP23027525 Phone 10/23/23 11:05 CSC Sex Offense 2023096533 CSC Sex Offense WSR023027739 Disabled Vehicle Total: 3 10/02/23 14:51 Disabled Vehicle 2023089866 Phone 10/26/23 21:43 Disabled Vehicle 2023097632 Phone 10/26/23 23:44 Disabled Vehicle 2023097647 Phone Domestic Disturbance Total: 16 10/02/23 19:38 Domestic Disturbance 2023089958 Suspicious - Circumstances WP23025690 Phone 10/04/23 06:35 Domestic Disturbance 2023090349 Domestic Disturbance WP23025807 911 10/06/23 14:17 Domestic Disturbance 2023091145 Citizen Aid WP23026026 Phone 10/07/23 02:32 Domestic Disturbance 2023091358 Domestic Disturbance WP23026094 911 10/07/23 06:48 Domestic Disturbance 2023091373 Domestic Disturbance WP23026097 911 10/07/23 13:48 Domestic Disturbance 2023091455 Civil Complaint WP23026131 911 10/11/23 17:26 Domestic Disturbance 2023092766 Domestic Disturbance WP23026539 911 10/13/23 03:43 Domestic Disturbance 2023093189 Domestic Disturbance WP23026675 Phone Page 7 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/14/23 01:30 Domestic Disturbance 2023093512 Domestic Disturbance WP23026786 Phone 10/14/23 09:49 Domestic Disturbance 2023093563 Domestic Disturbance WP23026797 Phone 10/18/23 13:38 Domestic Disturbance 2023094939 Domestic Disturbance WP23027228 911 10/26/23 17:43 Domestic Disturbance 2023097560 Domestic Disturbance WP23028055 Phone 10/26/23 20:44 Domestic Disturbance 2023097615 Medical - Psychiatric - WP23028072 Phone 10/28/23 21:32 Domestic Disturbance 2023098215 Domestic Disturbance WP23028268 911 10/30/23 12:53 Domestic Disturbance 2023098602 Domestic Disturbance WP23028382 Phone 10/31/23 18:40 Domestic Disturbance 2023098991 Domestic Disturbance WP23028497 911 Domestic Disturbance; Medical - Psychiatric - Behavioral Total: 1 10/11/23 19:57 Domestic Disturbance; 2023092820 Medical - Psychiatric - WP23026555 911 Drug Court Home Visit Total: 2 10/28/23 13:50 Drug Court Home Visit 2023098087 10/29/23 17:20 Drug Court Home Visit 2023098419 Dumping Total: 2 10/02/23 08:09 Dumping 2023089751 Dumping 10/24/2315:43 Dumping 2023096940 Dumping Dumping; Dispatch - CAD - Addressing Problems Total: 1 10/28/23 10:16 Dumping; Dispatch - 2023098032 Dumping Extra Patrol Total: 1 10/10/23 15:10 Extra Patrol Fight Total: 2 10/09/2317:42 Fight 10/18/2315:49 Fight Fire - CO Alarm Total: 2 10/01/23 09:40 Fire - CO Alarm 10/11/23 12:26 Fire - CO Alarm Fire - Electrical Total: 1 10/04/23 11:06 Fire - Electrical Fire - Gas Leak Total: 3 10/03/23 09:21 Fire - Gas Leak 10/06/23 12:10 Fire - Gas Leak 10/25/23 12:08 Fire - Gas Leak Fire - Other Total: 2 10/26/23 16:46 Fire - Other 10/28/23 14:58 Fire - Other 2023092384 Extra Patrol 2023092137 Traffic - Complaint 2023094973 Disorderly 2023089467 Fire - CO Alarm 2023092649 Fire - CO Alarm 2023090419 Fire - Electrical 2023090076 Fire - Gas Leak 2023091113 Fire - Gas Leak 2023097136 Fire - Gas Leak 2023097544 Harassment 2023098103 Fire - Other Fire - Smoke - Odor Total: 1 10/11/23 16:13 Fire - Smoke - Odor 2023092746 Fire - Smoke - Odor Fire - Structure Total: 1 10/11/23 18:47 Fire - Structure 2023092800 Fire - Structure WP23025608 WP23027860 Phone WP23028211 WP23026406 Phone WP23026330 Phone WP23027242 911 WP23025528 WP23026496 WP23025831 Phone WP23025719 911 WP23026009 911 WP23027923 911 WP23028049 911 WP23028237 911 U�U i��tIl➢�:�.' icY�%S fi I WP23026548 911 Page 8 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Fire - Vehicle Total: 1 10/29/23 10:40 Fire - Vehicle 2023098342 Fire - Vehicle Fraud - Checks - Cards Total: 8 10/04/23 16:24 Fraud - Checks - Cards 2023090517 10/06/23 13:38 Fraud - Checks - Cards 2023091138 10/09/23 12:02 Fraud - Checks - Cards 2023092035 10/10/23 12:58 Fraud - Checks - Cards 2023092347 10/13/23 18:44 Fraud - Checks - Cards 2023093400 10/18/23 10:47 Fraud - Checks - Cards 2023094883 10/24/23 11:36 Fraud - Checks - Cards 2023096860 10/26/23 13:14 Fraud - Checks - Cards 2023097478 Fraud - Forgery Total: 1 10/04/23 16:03 Fraud - Forgery 2023090509 Fraud - Internet Total: 2 Civil Complaint 10/03/23 07:29 Fraud - Internet 911 10/27/23 16:26 Fraud - Internet Harassment Funeral Escort Total: 2 10/10/23 11:26 Funeral Escort 10/14/23 11:52 Funeral Escort Gun Incident Total: 1 10/24/23 22:18 Gun Incident Harassment Total: 5 Fraud - Checks - Cards Theft Fraud - Checks - Cards Juvenile - Complaint Fraud - Checks - Cards Fraud - Checks - Cards Fraud - Checks - Cards Fraud - Checks - Cards Fraud - Forgery 2023090055 Fraud - Internet 2023097837 Fraud - Internet 2023092319 2023093584 2023097026 WP23028300 911 WP23025864 Phone WP23026020 Phone WP23026291 Phone WP23026390 Phone WP23026743 Phone WP23027206 Phone WP23027837 Phone WP23028028 Phone PA&MR f:%PM,�T.7Ta WP23025708 Phone WP23028150 Phone Phone Phone 911 10/06/23 16:00 Harassment 2023091186 Civil Complaint WP23026045 911 10/09/23 11:56 Harassment 2023092033 Court Order Violation WP23026290 911 10/13/23 07:47 Harassment 2023093202 Harassment WSRO23026678 10/13/23 20:06 Harassment 2023093440 Harassment WP23026759 Phone 10/29/23 20:46 Harassment 2023098456 Threats WP23028336 911 Info Total: 4 10/14/23 22:41 Info 2023093796 Phone 10/17/23 22:09 Info 2023094776 Phone 10/17/23 23:42 Info 2023094796 Phone 10/24/23 12:20 Info 2023096876 Phone Intoxicated Person Total: 4 10/12/23 23:40 Intoxicated Person 2023093178 Intoxicated Person WP23026674 Phone 10/14/23 21:29 Intoxicated Person 2023093770 Intoxicated Person WP23026869 911 10/15/23 00:55 Intoxicated Person 2023093833 Intoxicated Person WP23026891 911 10/28/2311:56 Intoxicated Person 2023098062 Intoxicated Person WP23028223 Phone Juvenile - Complaint Total: 16 10/03/23 16:16 Juvenile - Complaint 2023090217 Juvenile - Complaint WP23025770 Phone 10/06/23 14:41 Juvenile - Complaint 2023091155 Juvenile - Complaint WP23026031 Phone Page 9 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/06/23 19:10 Juvenile - Complaint 2023091247 Juvenile - Complaint WP23026064 Phone 10/07/23 20:04 Juvenile - Complaint 2023091566 Juvenile - Complaint WP23026156 911 10/11/23 12:27 Juvenile - Complaint 2023092651 Fraud - Financial Transaction WSR023026498 911 10/11/23 15:46 Juvenile - Complaint 2023092732 Juvenile - Complaint WP23026523 Phone 10/14/23 17:51 Juvenile - Complaint 2023093693 Juvenile - Complaint WP23026846 Phone 10/15/23 13:47 Juvenile - Complaint 2023093935 Juvenile - Complaint WP23026922 Phone 10/15/23 19:22 Juvenile - Complaint 2023094040 Juvenile - Complaint WP23026957 Phone 10/15/23 20:39 Juvenile - Complaint 2023094059 Juvenile - Complaint WP23026962 Jail staff 10/17/23 21:12 Juvenile - Complaint 2023094759 Juvenile - Complaint WP23027175 Phone 10/18/23 21:05 Juvenile - Complaint 2023095076 Juvenile - Complaint WP23027273 Phone 10/19/23 13:53 Juvenile - Complaint 2023095258 Juvenile - Complaint WP23027328 Phone 10/20/23 22:02 Juvenile - Complaint 2023095742 Juvenile - Complaint WP23027480 Phone 10/22/23 14:09 Juvenile - Complaint 2023096265 Juvenile - Complaint WP23027645 Phone 10/30/23 16:25 Juvenile - Complaint 2023098669 Juvenile - Complaint WP23028407 Phone Juvenile - Runaway Total: 1 WP23027115 10/17/23 18:41 Lost - Found Property 10/17/23 20:37 Juvenile - Runaway 2023094746 Juvenile - Complaint WP23027174 Phone Lift Assist Total: 8 10/05/23 00:47 Lift Assist 2023090682 911 10/05/23 13:42 Lift Assist 2023090814 911 10/06/23 23:08 Lift Assist 2023091318 Lift Assist WP23026086 911 10/18/23 19:50 Lift Assist 2023095048 911 10/23/23 07:27 Lift Assist 2023096461 10/26/23 00:02 Lift Assist 2023097341 911 10/27/23 01:10 Lift Assist 2023097663 Phone 10/29/23 01:06 Lift Assist 2023098289 911 Lock Out - Lock In Total: 3 10/06/23 19:18 Lock Out - Lock In 2023091251 Lock Out - Lock In WP23026065 911 10/25/23 12:18 Lock Out - Lock In 2023097137 Lock Out - Lock In WP23027924 10/29/23 13:53 Lock Out - Lock In 2023098380 Lock Out - Lock In WP23028313 Phone Lost - Found Property Total: 6 10/11/23 11:31 Lost - Found Property 2023092631 Theft WP23026488 911 10/14/23 15:19 Lost - Found Property 2023093650 Lost - Found Property WP23026825 Phone 10/17/23 12:22 Lost - Found Property 2023094547 Lost - Found Property WP23027115 10/17/23 18:41 Lost - Found Property 2023094689 Lost - Found Property WP23027160 10/22/23 19:24 Lost - Found Property 2023096360 Lost - Found Property WP23027688 911 10/26/23 17:52 Lost - Found Property 2023097565 Lost - Found Property WP23028057 Medical - Abdominal Pain Total: 1 10/22/23 12:05 Medical - Abdominal 2023096234 911 Medical - Abdominal Pain; Dispatch - CAD - Addressing Problems Total: 1 10/11/23 07:35 Medical - Abdominal 2023092573 Medical - Back Pain Total: 1 10/19/23 15:49 Medical - Back Pain 2023095282 911 Page 10 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Medical - Bleeding - Lacerations Total: 2 10/05/23 09:40 Medical - Bleeding - 2023090745 10/15/23 17:42 Medical - Bleeding - 2023094005 Medical - Breathing Problems Total: 7 10/01/23 10:18 Medical - Breathing 2023089472 10/03/23 18:06 Medical - Breathing 2023090248 10/17/23 21:42 Medical - Breathing 2023094766 10/18/23 10:32 Medical - Breathing 2023094879 10/25/23 12:39 Medical - Breathing 2023097141 10/25/23 15:57 Medical - Breathing 2023097189 10/28/23 10:57 Medical - Breathing 2023098044 Medical - Chest Pain Total: 1 10/26/23 15:23 Medical - Chest Pain 2023097515 Case Number How Reported Phone Phone 911 911 911 911 911 911 911 $1Sfl Medical - Childbirth - Obstetrics Total: 1 10/04/23 13:33 Medical - Childbirth - 2023090454 Medical - Childbirth - ObstetricWP23025846 Phone Medical - Diabetic Total: 2 10/22/23 07:51 Medical - Diabetic 2023096179 10/28/23 22:01 Medical - Diabetic 2023098222 Medical - Fall Under 6 Feet Total: 13 10/01/23 19:55 Medical - Fall Under 6 2023089629 10/03/23 11:27 Medical - Fall Under 6 2023090115 10/07/23 19:55 Medical - Fall Under 6 2023091558 10/11/23 17:24 Medical - Fall Under 6 2023092765 10/13/23 19:42 Medical - Fall Under 6 2023093433 10/16/23 10:33 Medical - Fall Under 6 2023094166 10/16/23 21:07 Medical - Fall Under 6 2023094378 10/17/23 18:13 Medical - Fall Under 6 2023094668 10/18/23 15:14 Medical - Fall Under 6 2023094967 10/20/23 07:54 Medical - Fall Under 6 2023095485 10/21/23 09:06 Medical - Fall Under 6 2023095832 10/22/23 22:28 Medical - Fall Under 6 2023096411 10/29/23 15:30 Medical - Fall Under 6 2023098401 Medical - Heart Problems Total: 3 10/10/23 19:47 Medical - Heart 2023092490 10/22/23 09:37 Medical - Heart 2023096195 10/26/23 10:21 Medical - Heart 2023097425 Medical - Overdose - Poisoning Total: 4 Medical - Fall Under 6 Feet 911 911 911 911 911 911 Phone 911 911 911 Phone 911 Phone WP23027703 Phone 911 911 911 911 10/03/23 15:26 Medical - Overdose - 2023090201 Medical - Overdose - PoisoninVP23025766 911 10/12/23 21:12 Medical - Overdose - 2023093156 Medical - Overdose - PoisoninyVP23026667 911 10/26/23 17:11 Medical - Overdose - 2023097550 Drugs WP23028054 911 10/29/23 02:52 Medical - Overdose - 2023098303 911 Page 11 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Medical - Psychiatric - Behavioral Total: 6 10/03/23 21:38 Medical - Psychiatric - 2023090306 Medical - Psychiatric - WP23025795 911 10/04/23 21:05 Medical - Psychiatric - 2023090625 Medical - Psychiatric - WP23025892 911 10/15/23 16:08 Medical - Psychiatric - 2023093973 Medical - Psychiatric - WP23026936 Phone 10/21/23 14:00 Medical - Psychiatric - 2023095909 Medical - Psychiatric - WP23027532 911 10/22/23 16:34 Medical - Psychiatric - 2023096304 Medical - Psychiatric - WP23027665 911 10/30/23 19:58 Medical - Psychiatric - 2023098737 Medical - Psychiatric - WP23028428 Phone Medical - Seizure Total: 3 2023094508 911 10/19/23 08:29 Medical - Sick 10/15/23 17:16 Medical - Seizure 2023093994 Medical - Sick 2023095858 911 10/16/23 17:20 Medical - Seizure 2023094296 Medical - Seizure WP23027038 911 10/17/23 09:29 Medical - Seizure 2023094492 Medical - Sick 2023096815 911 Medical - Sick Total: 20 10/02/23 07:58 Medical - Sick 2023089747 911 10/02/23 15:57 Medical - Sick 2023089887 911 10/04/23 00:56 Medical - Sick 2023090329 911 10/10/23 22:51 Medical - Sick 2023092529 911 10/11/23 14:56 Medical - Sick 2023092710 911 10/11/23 15:32 Medical - Sick 2023092725 911 10/11/23 22:30 Medical - Sick 2023092860 911 10/15/23 10:54 Medical - Sick 2023093898 911 10/16/23 04:10 Medical - Sick 2023094108 911 10/17/23 10:17 Medical - Sick 2023094508 911 10/19/23 08:29 Medical - Sick 2023095181 911 10/21/23 10:53 Medical - Sick 2023095858 911 10/22/23 19:35 Medical - Sick 2023096364 911 10/24/23 09:02 Medical - Sick 2023096809 911 10/24/23 09:13 Medical - Sick 2023096815 911 10/24/23 17:32 Medical - Sick 2023096972 911 10/27/23 18:36 Medical - Sick 2023097882 911 10/28/23 05:15 Medical - Sick 2023098006 911 10/28/23 11:14 Medical - Sick 2023098050 911 10/29/23 20:55 Medical - Sick 2023098458 Medical - Stroke Total: 3 10/12/23 14:02 Medical - Stroke 2023093040 911 10/20/23 18:35 Medical - Stroke 2023095667 911 10/26/23 09:45 Medical - Stroke 2023097417 911 Medical - Trauma Total: 2 10/20/23 06:01 Medical - Trauma 2023095469 911 10/25/23 22:47 Medical - Trauma 2023097327 911 Medical - Unconscious - Fainting Total: 4 10/07/23 02:02 Medical - Unconscious - 2023091352 Death Investigation - Natural WP23026093 911 10/14/23 11:57 Medical - Unconscious - 2023093585 Death Investigation - Natural WP23026806 911 10/28/23 19:53 Medical - Unconscious - 2023098187 911 Page 12 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/30/23 17:05 Medical - Unconscious - 2023098687 911 Missing Person Total: 1 10/31/23 15:44 Missing Person 2023098937 Civil Complaint WP23028483 Phone Motorist Aid Total: 5 10/04/23 15:27 Motorist Aid 2023090487 Officer 10/08/23 19:30 Motorist Aid 2023091866 Phone 10/12/23 17:33 Motorist Aid 2023093110 Phone 10/15/23 16:48 Motorist Aid 2023093985 Phone 10/22/23 18:51 Motorist Aid 2023096348 WP23028350 911 MVA - Hit & Run Total: 3 2023098774 Agency Assist 10/02/23 07:05 MVA - Hit & Run 2023089732 911 10/26/23 06:50 MVA - Hit & Run 2023097383 MVA - Hit & Run WP23027997 911 10/29/23 18:19 MVA - Hit & Run 2023098430 MVA - Hit & Run WP23028330 MVA - Hit & Run; MVA - Injuries Total: 1 MVA - No Injuries 10/15/23 19:23 MVA - Hit & Run; MVA - 2023094043 MVA - Hit & Run WP23026958 911 MVA - Injuries Total: 5 10/01/23 20:15 MVA - Injuries 2023089640 MVA - Pedestrian WP23025585 10/02/23 17:40 MVA - Injuries 2023089921 MVA - Injuries WP23025678 911 10/18/23 19:39 MVA - Injuries 2023095044 MVA - Injuries WP23027263 911 10/30/23 07:04 MVA - Injuries 2023098511 MVA - Injuries WP23028350 911 10/30/23 23:29 MVA - Injuries 2023098774 Agency Assist WP23028435 MVA - No Injuries Total: 26 10/04/23 10:52 MVA - No Injuries 2023090409 MVA - No Injuries WP23025828 10/06/23 16:06 MVA - No Injuries 2023091191 MVA - No Injuries WP23026046 911 10/07/23 12:26 MVA - No Injuries 2023091432 MVA - No Injuries WP23026123 10/07/23 16:26 MVA - No Injuries 2023091491 MVA - No Injuries WP23026138 911 10/10/23 19:10 MVA - No Injuries 2023092477 Agency Assist WP23026443 911 10/11/23 11:30 MVA - No Injuries 2023092630 MVA - No Injuries WP23026487 10/11/23 21:36 MVA - No Injuries 2023092845 MVA - No Injuries WP23026562 911 10/12/23 11:21 MVA - No Injuries 2023092978 MVA - No Injuries WP23026605 911 10/12/23 20:54 MVA - No Injuries 2023093150 MVA - No Injuries WP23026664 911 10/14/23 15:48 MVA - No Injuries 2023093658 MVA - No Injuries WP23026831 10/14/23 22:14 MVA - No Injuries 2023093784 MVA - No Injuries WP23026876 911 10/15/23 12:24 MVA - No Injuries 2023093918 MVA - No Injuries WP23026917 911 10/17/23 09:17 MVA - No Injuries 2023094483 MVA - No Injuries WP23027086 911 10/17/23 16:11 MVA - No Injuries 2023094619 MVA - No Injuries WP23027140 911 10/18/23 20:29 MVA - No Injuries 2023095062 MVA - No Injuries WP23027268 10/22/23 15:18 MVA - No Injuries 2023096282 Suspicious - Circumstances WP23027654 10/22/23 17:12 MVA - No Injuries 2023096320 MVA - No Injuries WP23027673 911 10/24/23 15:13 MVA - No Injuries 2023096929 MVA - Hit & Run WP23027854 911 10/24/23 20:05 MVA - No Injuries 2023096999 MVA - No Injuries WP23027878 911 10/25/23 09:35 MVA - No Injuries 2023097097 911 10/26/23 18:32 MVA - No Injuries 2023097571 MVA - No Injuries WP23028062 911 Page 13 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/30/23 12:37 MVA - No Injuries 2023098595 MVA - No Injuries WP23028380 911 10/30/23 19:11 MVA - No Injuries 2023098727 MVA - No Injuries WP23028426 911 10/31/23 03:37 MVA - No Injuries 2023098789 MVA - No Injuries WP23028439 911 10/31/23 07:27 MVA - No Injuries 2023098803 MVA - No Injuries WP23028444 911 10/31/23 17:34 MVA - No Injuries 2023098968 MVA - No Injuries WP23028492 10/07/2316:35 Neighborhood Dispute Total: 1 10/30/23 15:09 Neighborhood Dispute 2023098647 Neighborhood Dispute WP23028403 Noise Total: 15 10/01/23 01:47 Noise 2023089427 Noise WP23025998 WP23025512 Ordinance Violation 10/07/23 00:09 Noise 2023091332 Noise Ordinance Violation WP23026088 Ordinance Violation 10/07/23 01:56 Noise 2023091350 Noise Ordinance Violation WP23026092 911 10/07/23 03:33 Noise 2023091365 Noise 10/20/23 09:12 WP23026096 2023095497 10/07/2312:39 Noise 2023091437 Noise WP23026124 911 10/07/2316:35 Noise 2023091495 Noise 10/09/2311:23 WP23026140 2023092022 10/07/23 20:30 Noise 2023091582 Noise 2023092279 WP23026160 911 10/12/23 09:28 Noise 2023092936 Noise WP23026597 911 10/14/2318:36 Noise 2023093702 Noise WP23026849 10/25/2318:56 Noise 2023097255 Noise WP23027960 911 10/26/23 00:42 Noise 2023097353 Noise WP23027989 911 10/26/23 22:02 Noise 2023097637 Noise WP23028080 10/27/23 22:46 Noise 2023097946 Noise WP23028190 911 10/28/23 22:35 Noise 2023098235 Noise WP23028273 10/29/23 07:15 Noise 2023098316 Noise WP23028293 911 Off -Road Vehicle Complaint Total: 5 10/01/23 14:12 Off -Road Vehicle 2023089530 Off -Road Vehicle Complaint WP23025544 Phone 10/15/23 19:03 Off -Road Vehicle 2023094034 Off -Road Vehicle Complaint WP23026955 911 10/18/23 17:54 Off -Road Vehicle 2023095013 Off -Road Vehicle Complaint WP23027258 911 10/20/23 19:22 Off -Road Vehicle 2023095676 Off -Road Vehicle Complaint WP23027459 911 10/30/23 14:56 Off -Road Vehicle 2023098643 Off -Road Vehicle Complaint WP23028399 911 Open Door - Window Total: 2 10/14/23 12:31 Open Door - Window 2023093594 Open Door - Window WP23026805 10/27/23 13:19 Open Door - Window 2023097776 Open Door - Window WP23028123 911 Ordinance Violation Total: 6 10/06/23 09:46 Ordinance Violation 2023091078 Ordinance Violation WP23025998 10/07/23 20:58 Ordinance Violation 2023091597 Ordinance Violation WPRK23026164 10/08/23 15:07 Ordinance Violation 2023091798 Ordinance Violation WP23026223 10/12/23 11:09 Ordinance Violation 2023092975 Ordinance Violation WP23026603 10/14/23 00:23 Ordinance Violation 2023093507 Ordinance Violation WPRK23026783 10/20/23 09:12 Ordinance Violation 2023095497 Ordinance Violation WP23027389 Parking Total: 13 10/06/2314:01 Parking 2023091142 Parking WP23026023 10/09/2311:23 Parking 2023092022 Parking WP23026285 10/10/23 07:42 Parking 2023092279 Parking WP23026372 Page 14 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/10/2310:47 Parking 2023092308 Parking WP23026378 2023092070 10/10/23 22:01 Parking 2023092521 Parking WP23026452 911 10/12/2313:53 Parking 2023093037 Parking WP23026626 10/31/23 08:41 10/18/23 08:22 Parking 2023094842 Parking WP23027193 10/18/2312:37 Parking 2023094918 Parking WP23027220 10/20/2315:01 Parking 2023095590 Parking WP23027428 10/25/23 08:08 Parking 2023097075 Parking WP23027900 10/28/23 20:07 Parking 2023098195 Parking WP23028260 10/30/2311:02 Parking 2023098563 Parking WP23028369 10/31/23 08:36 Parking 2023098824 Parking WP23028449 Phone Probation Check Total: 3 10/04/23 13:58 Probation Check 2023090460 Officer 10/17/23 13:10 Probation Check 2023094559 Officer 10/17/23 14:10 Probation Check 2023094582 Officer Public Works - Utilities Total: 1 10/09/23 17:30 Public Works - Utilities 2023092135 Public Works - Utilities WP23026329 Phone Repossession Total: 3 10/04/2318:17 Repossession 2023090547 10/10/2315:34 Repossession 2023092398 10/26/2312:10 Repossession 2023097453 Residential Fire Alarm Total: 4 10/01/23 15:39 Residential Fire Alarm 2023089555 911 10/04/23 08:05 Residential Fire Alarm 2023090360 Phone 10/09/23 13:39 Residential Fire Alarm 2023092070 Phone 10/10/23 15:17 Residential Fire Alarm 2023092388 Phone Residential General Alarm Total: 2 Residential Medical 10/03/23 18:26 Residential General 2023090255 Phone 10/31/23 08:41 Residential General 2023098825 Phone Residential Medical Alarm Total: 7 10/10/23 05:46 Residential Medical 2023092260 Phone 10/13/23 08:41 Residential Medical 2023093214 Phone 10/17/23 11:31 Residential Medical 2023094534 Phone 10/18/23 23:46 Residential Medical 2023095118 Residential Medical Alarm WP23027285 Phone 10/20/23 17:04 Residential Medical 2023095627 Phone 10/23/23 01:19 Residential Medical 2023096432 Residential Medical Alarm WP23027702 Phone 10/23/23 09:35 Residential Medical 2023096487 Phone SIA Area Watch Total: 19 10/02/23 14:48 SIA Area Watch 2023089864 10/05/23 22:25 SIA Area Watch 2023090993 10/06/23 01:10 SIA Area Watch 2023091020 10/06/23 03:12 SIA Area Watch 2023091028 10/10/23 07:42 SIA Area Watch 2023092278 Page 15 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/11/23 00:45 SIA Area Watch 2023092541 10/11/23 01:14 SIA Area Watch 2023092544 10/11/23 13:07 SIA Area Watch 2023092658 10/18/23 19:29 SIA Area Watch 2023095042 10/19/23 22:28 SIA Area Watch 2023095411 10/20/23 01:06 SIA Area Watch 2023095443 10/20/23 20:27 SIA Area Watch 2023095705 Officer 10/21/2319:49 SIA Area Watch 2023096043 10/21/23 22:17 SIA Area Watch 2023096095 10/22/2319:54 SIA Area Watch 2023096371 10/23/23 00:50 SIA Area Watch 2023096428 10/23/23 02:38 SIA Area Watch 2023096436 10/26/23 00:24 SIA Area Watch 2023097349 10/26/23 04:34 SIA Area Watch 2023097374 SIA Business Walk Through Total: 20 10/01/2312:36 SIA Business Walk 2023089503 10/01/2313:20 SIA Business Walk 2023089514 10/01/23 13:22 SIA Business Walk 2023089516 10/02/23 19:19 SIA Business Walk 2023089954 10/05/23 01:48 SIA Business Walk 2023090693 10/05/23 11:48 SIA Business Walk 2023090776 10/05/23 15:54 SIA Business Walk 2023090861 10/06/23 22:31 SIA Business Walk 2023091310 10/13/23 17:04 SIA Business Walk 2023093369 10/14/23 19:12 SIA Business Walk 2023093713 10/15/23 10:23 SIA Business Walk 2023093891 10/15/23 12:58 SIA Business Walk 2023093925 10/16/23 09:34 SIA Business Walk 2023094153 10/17/23 09:12 SIA Business Walk 2023094481 10/17/23 17:24 SIA Business Walk 2023094645 10/18/23 13:23 SIA Business Walk 2023094933 10/20/23 00:15 SIA Business Walk 2023095437 10/23/23 10:19 SIA Business Walk 2023096514 10/25/23 23:54 SIA Business Walk 2023097338 10/29/23 12:57 SIA Business Walk 2023098366 SIA Citizen Aid Total: 2 10/04/23 21:37 SIA Citizen Aid 2023090638 10/19/23 03:22 SIA Citizen Aid 2023095140 SIA City Council - City Hall Total: 2 10/09/23 17:30 SIA City Council - City 2023092134 Officer 10/23/23 17:29 SIA City Council - City 2023096644 Officer SIA Community Engagement Total: 1 10/25/23 09:53 SIA Community 2023097104 Page 16 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported SIA Foot Patrol Total: 3 10/05/23 12:09 SIA Foot Patrol 2023090785 10/11/23 12:07 SIA Foot Patrol 2023092645 10/19/23 16:27 SIA Foot Patrol 2023095296 SIA House Check Total: 1 10/19/23 17:11 SIA House Check 2023095306 SIA Other Total: 5 10/01/2318:24 SIA Other 2023089597 10/01/2318:34 SIA Other 2023089602 10/06/23 22:49 SIA Other 2023091314 Officer 10/13/23 00:30 SIA Other 2023093183 Officer 10/22/23 20:54 SIA Other 2023096392 Court Order Violation WP23027697 SIA Parks Total: 34 10/01/23 08:09 SIA Parks 2023089460 10/01/2311:28 SIA Parks 2023089490 10/02/2312:41 SIA Parks 2023089821 10/04/23 22:17 SIA Parks 2023090646 10/04/23 23:32 SIA Parks 2023090668 10/04/23 23:38 SIA Parks 2023090669 10/05/23 20:28 SIA Parks 2023090949 10/05/23 22:43 SIA Parks 2023090995 10/07/23 09:12 SIA Parks 2023091389 10/07/23 20:11 SIA Parks 2023091570 10/07/23 22:56 SIA Parks 2023091643 10/08/23 08:46 SIA Parks 2023091712 10/11/23 12:25 SIA Parks 2023092648 10/12/23 03:53 SIA Parks 2023092901 10/14/23 00:05 SIA Parks 2023093503 10/14/23 17:09 SIA Parks 2023093683 10/14/23 19:55 SIA Parks 2023093736 10/15/23 11:03 SIA Parks 2023093899 10/16/23 14:41 SIA Parks 2023094246 10/17/23 22:03 SIA Parks 2023094774 10/18/23 08:36 SIA Parks 2023094845 10/18/23 14:34 SIA Parks 2023094954 10/19/23 02:31 SIA Parks 2023095135 10/20/23 02:41 SIA Parks 2023095454 10/20/23 05:07 SIA Parks 2023095463 10/21/23 00:10 SIA Parks 2023095779 10/21/23 23:36 SIA Parks 2023096126 10/24/23 22:32 SIA Parks 2023097027 10/25/23 00:26 SIA Parks 2023097037 10/25/23 11:54 SIA Parks 2023097134 10/25/23 22:04 SIA Parks 2023097313 10/26/23 02:29 SIA Parks 2023097367 Page 17 of 31 Incident Start Date/Time Initial Call CFS # 10/27/23 20:17 SIA Parks 2023097907 10/31/23 14:14 SIA Parks 2023098914 SIA School Check Total: 5 10/04/23 09:53 SIA School Check 2023090385 10/05/23 14:39 SIA School Check 2023090829 10/09/23 07:55 SIA School Check 2023091973 10/10/23 10:30 SIA School Check 2023092303 10/26/23 09:22 SIA School Check 2023097413 Squad Damage Total: 1 10/04/23 02:10 Squad Damage 2023090338 Stalking Total: 1 10/08/23 01:35 Stalking 2023091674 Stolen - Property Total: 1 10/23/23 14:52 Stolen - Property 2023096600 Stolen - Vehicle Total: 2 10/02/23 07:19 Stolen - Vehicle 2023089740 10/02/23 20:30 Stolen - Vehicle 2023089979 Surveillance Total: 3 10/03/2310:34 Surveillance 2023090103 10/16/2310:00 Surveillance 2023094160 10/19/2311:18 Surveillance 2023095216 Suspicious - Circumstances Total: 15 10/02/23 01:05 Suspicious - 2023089699 10/05/23 20:51 Suspicious - 2023090958 10/06/23 08:15 Suspicious - 2023091058 10/06/23 18:50 Suspicious - 2023091240 10/07/23 20:31 Suspicious - 2023091584 10/08/23 15:16 Suspicious - 2023091801 10/11/23 15:36 Suspicious - 2023092728 10/12/23 08:28 Suspicious - 2023092925 10/12/23 10:40 Suspicious - 2023092957 10/12/23 17:53 Suspicious - 2023093119 10/14/23 10:07 Suspicious - 2023093567 10/17/23 16:35 Suspicious - 2023094631 10/20/23 04:38 Suspicious - 2023095458 10/30/23 18:01 Suspicious - 2023098700 10/31/23 11:38 Suspicious - 2023098871 Suspicious - Item Total: 2 10/21/23 14:20 Suspicious - Item 2023095915 10/21/23 14:41 Suspicious - Item 2023095921 Suspicious - Person - Vehicle Total: 23 Final Incident Case Number How Reported Squad Damage WP23025805 Suspicious - Circumstances WP23026184 911 Lost - Found Property PiUy04c30Y,rrrPA!7diI Civil Complaint WP23025603 Phone Suspicious -Circumstances WP23025694 Phone Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Item Suspicious - Item WP23025593 911 WP23025975 Phone WP23025994 Phone WP23026063 Phone WP23026161 Phone WP23026225 Phone WP23026521 Phone WP23026593 Phone WP23026601 Phone WP23026653 Phone WP23026798 Phone WP23027143 911 WP23027382 Phone WP23028419 Phone WSRO23028464 WP23027534 Phone WP23027535 Phone Page 18 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/01/23 02:26 2023089743 Suspicious - Person - 2023089432 Intoxicated Person WP23025516 Phone 10/02/23 04:38 Theft Suspicious - Person - 2023089714 Suspicious - Person - Vehicle WP23025596 Officer 10/05/23 16:24 WP23025797 Suspicious - Person - 2023090872 Suspicious - Person - Vehicle WP23025955 Citizen Aid 10/06/23 05:23 911 Suspicious - Person - 2023091035 Suspicious - Person - Vehicle WP23025991 Phone 10/06/23 11:01 Theft Suspicious - Person - 2023091095 Suspicious - Person - Vehicle WP23026003 Phone 10/08/23 09:17 2023095322 Suspicious - Person - 2023091717 Suspicious - Person - Vehicle WP23026194 Phone 10/09/23 20:32 Theft Suspicious - Person - 2023092188 Suspicious - Person - Vehicle WP23026347 911 10/10/23 17:34 WP23027775 Suspicious - Person - 2023092446 Suspicious - Person - Vehicle WP23026429 Phone 10/12/23 06:38 Suspicious - Person - 2023092909 Suspicious - Person - Vehicle WP23026584 911 10/12/23 12:58 Suspicious - Person - 2023093018 Suspicious - Person - Vehicle WP23026620 911 10/15/23 19:43 Suspicious - Person - 2023094048 Suspicious - Person - Vehicle WP23026963 911 10/18/23 16:16 Suspicious - Person - 2023094978 Suspicious - Person - Vehicle WP23027246 911 10/20/23 11:26 Suspicious - Person - 2023095524 Suspicious - Person - Vehicle WP23027399 Phone 10/22/23 04:06 Suspicious - Person - 2023096162 Suspicious - Person - Vehicle WP23027599 Phone 10/22/23 15:09 Suspicious - Person - 2023096279 Parking WP23027651 911 10/23/23 01:15 Suspicious - Person - 2023096431 Suspicious - Person - Vehicle WP23027701 911 10/23/23 03:54 Suspicious - Person - 2023096441 Suspicious - Person - Vehicle WP23027705 Phone 10/25/23 20:56 Suspicious - Person - 2023097296 Suspicious - Person - Vehicle WP23027976 911 10/27/23 15:51 Suspicious - Person - 2023097821 Suspicious - Person - Vehicle WP23028144 Phone 10/28/23 16:26 Suspicious - Person - 2023098123 Suspicious - Person - Vehicle WP23028243 Phone 10/28/23 17:17 Suspicious - Person - 2023098143 Domestic Disturbance WP23028249 911 10/29/23 16:12 Suspicious - Person - 2023098407 Suspicious - Person - Vehicle WP23028323 911 10/30/23 11:48 Suspicious - Person - 2023098581 Suspicious - Person - Vehicle WP23028377 Phone Suspicious - Person - Vehicle; Theft - Shoplifting Total: 1 10/29/23 14:08 Suspicious - Person - 2023098387 Suspicious - Person - Vehicle WP23028314 Phone Theft Total: 10 10/01/23 15:10 10/02/23 07:42 10/02/23 11:52 10/03/23 21:51 10/07/23 17:39 10/15/23 11:25 10/17/23 15:23 10/19/23 18:16 10/20/23 18:01 10/23/23 15:06 Theft 2023089547 Theft WP23025554 Phone Theft 2023089743 Theft WP23025606 Phone Theft 2023089803 Theft WP23025631 Phone Theft 2023090310 Theft WP23025797 911 Theft 2023091508 Citizen Aid WP23026146 911 Theft 2023093908 Theft WP23026912 Phone Theft 2023094608 Civil Complaint WP23027135 Phone Theft 2023095322 Theft WP23027352 Phone Theft 2023095655 Theft WP23027453 Phone Theft 2023096604 Theft WP23027775 Phone Theft - From Vehicle Total: 3 10/04/23 17:24 Theft - From Vehicle 2023090529 10/14/23 13:13 Theft - From Vehicle 2023093606 10/31/23 20:14 Theft - From Vehicle 2023099019 Theft - Identity Theft Total: 1 10/24/23 17:32 Theft - Identity Theft 2023096973 Theft - Shoplifting Total: 16 10/01/23 17:33 Theft - Shoplifting 2023089574 Theft - From Vehicle Civil Complaint Theft - Identity Theft Theft - Shoplifting WP23025870 911 911 WP23028510 Phone WP23027870 Phone WP23025561 Phone Page 19 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/04/23 12:43 Theft - Shoplifting 2023090434 Theft - Shoplifting WP23025839 911 10/06/23 13:58 Theft - Shoplifting 2023091141 Theft - Shoplifting WP23026022 Phone 10/08/23 15:14 Theft - Shoplifting 2023091800 Theft - Shoplifting WP23026224 Phone 10/09/23 16:41 Theft - Shoplifting 2023092120 Theft - Shoplifting WP23026324 Phone 10/09/23 21:30 Theft - Shoplifting 2023092212 Theft - Shoplifting WP23026355 Phone 10/10/23 13:07 Theft - Shoplifting 2023092350 Theft - Shoplifting WP23026391 Phone 10/13/23 18:46 Theft - Shoplifting 2023093402 Theft - Shoplifting WP23026741 911 10/14/23 10:05 Theft - Shoplifting 2023093566 Theft - Shoplifting WP23026802 911 10/15/23 14:12 Theft - Shoplifting 2023093942 Theft - Shoplifting WP23026927 Phone 10/21/23 11:33 Theft - Shoplifting 2023095865 Theft - Shoplifting WP23027515 Phone 10/25/23 11:38 Theft - Shoplifting 2023097130 Theft - Shoplifting WP23027922 Phone 10/27/23 12:41 Theft - Shoplifting 2023097768 Theft - Shoplifting WP23028121 Phone 10/27/23 15:31 Theft - Shoplifting 2023097816 Trespass WP23028141 Phone 10/30/23 18:03 Theft - Shoplifting 2023098701 Theft - Shoplifting WP23028418 Phone 10/31/23 22:13 Theft - Shoplifting 2023099045 Theft - Shoplifting WP23028518 Phone Threats Total: 9 10/03/23 22:27 Threats 2023090318 Assault WP23025798 Phone 10/04/2317:32 Threats 2023090533 Disorderly WP23025872 911 10/11/2313:32 Threats 2023092666 Threats WP23026505 Phone 10/17/2311:21 Threats 2023094531 Threats WP23027105 Phone 10/18/2316:38 Threats 2023094985 Disorderly WP23027248 Phone 10/27/2310:42 Threats 2023097737 Threats WP23028108 Phone 10/27/2314:40 Threats 2023097798 Threats WP23028130 911 10/28/23 23:10 Threats 2023098250 Threats WP23028277 Phone 10/31/2314:28 Threats 2023098918 Threats WP23028477 Phone Tow Total: 3 Traffic - Complaint 2023093794 Traffic - Complaint WP23026879 Phone 10/23/2311:19 Tow 2023096540 Traffic - Complaint WP23026880 Phone 10/30/23 08:21 Tow 2023098526 Traffic - Complaint WP23027006 Phone 10/30/2310:08 Tow 2023098551 Traffic - Complaint WP23027253 Phone Traffic - Complaint Total: 25 10/01/23 19:58 Traffic - Complaint 2023089631 Traffic - Complaint WP23025581 Phone 10/02/23 17:40 Traffic - Complaint 2023089920 Traffic - Complaint WP23025681 911 10/03/23 18:00 Traffic - Complaint 2023090242 Traffic - Complaint WP23025783 Phone 10/04/23 11:12 Traffic - Complaint 2023090421 Traffic - Complaint WP23025832 Phone 10/06/23 09:30 Traffic - Complaint 2023091075 Traffic - Complaint WP23025997 911 10/06/23 19:03 Traffic - Complaint 2023091244 911 10/07/23 17:50 Traffic - Complaint 2023091512 Traffic - Complaint WP23026147 10/08/2319:38 Traffic -Complaint 2023091870 DUI WP23026254 Phone 10/14/23 15:54 Traffic - Complaint 2023093659 Court Order Violation WP23026832 911 10/14/23 22:36 Traffic - Complaint 2023093794 Traffic - Complaint WP23026879 Phone 10/14/23 23:15 Traffic - Complaint 2023093808 Traffic - Complaint WP23026880 Phone 10/16/23 13:08 Traffic - Complaint 2023094217 Traffic - Complaint WP23027006 Phone 10/18/23 17:39 Traffic - Complaint 2023095005 Traffic - Complaint WP23027253 911 10/18/23 17:44 Traffic - Complaint 2023095007 Traffic - Complaint WP23027254 911 10/18/23 20:26 Traffic - Complaint 2023095059 Traffic - Complaint WP23027266 911 Page 20 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/21/23 23:50 Traffic - Complaint 2023096129 Traffic - Complaint WP23027593 911 10/23/23 16:28 Traffic - Complaint 2023096622 DUI WP23027779 Phone 10/23/23 19:41 Traffic - Complaint 2023096681 Traffic - Complaint WP23027796 911 10/23/23 19:50 Traffic - Complaint 2023096684 Traffic - Hazard WP23027116 911 10/24/23 14:26 Traffic - Complaint 2023096909 Traffic - Complaint WP23027849 911 10/24/23 18:47 Traffic - Complaint 2023096985 Traffic - Hazard WP23028434 Phone 10/28/23 10:58 Traffic - Complaint 2023098045 Traffic - Complaint WP23028214 Phone 10/28/23 18:37 Traffic - Complaint 2023098164 Traffic - Complaint WP23028257 911 10/28/23 22:12 Traffic - Complaint 2023098228 Traffic - Complaint WP23028269 911 10/29/23 16:37 Traffic - Complaint 2023098415 Traffic - Complaint WP23028325 911 Traffic - Complaint; Dispatch - CAD - Addressing Problems Total: 1 10/07/23 17:26 Traffic - Complaint; 2023091506 Traffic - Complaint WP23026145 911 Traffic - Hazard Total: 7 10/08/23 11:51 Traffic - Hazard 2023091751 Traffic - Hazard WP23026207 Phone 10/09/23 14:31 Traffic - Hazard 2023092084 Traffic - Hazard WP23026308 Phone 10/11/23 11:26 Traffic - Hazard 2023092628 Traffic - Hazard WP23026486 911 10/15/23 00:41 Traffic - Hazard 2023093830 Traffic - Hazard WP23026889 Officer 10/17/23 12:01 Traffic - Hazard 2023094541 Traffic - Hazard WP23027116 911 10/18/23 20:16 Traffic - Hazard 2023095056 Traffic - Hazard WP23027265 911 10/30/23 22:34 Traffic - Hazard 2023098770 Traffic - Hazard WP23028434 Phone Traffic Stop Total: 398 10/01/23 02:10 Traffic Stop 2023089431 Officer 10/01/23 08:21 Traffic Stop 2023089461 Officer 10/01/23 08:33 Traffic Stop 2023089463 Officer 10/01/23 12:30 Traffic Stop 2023089501 Officer 10/01/23 14:02 Traffic Stop 2023089527 Traffic Stop WP23025543 Officer 10/01/23 15:12 Traffic Stop 2023089549 Officer 10/01/23 15:19 Traffic Stop 2023089551 Officer 10/01/23 18:21 Traffic Stop 2023089595 Officer 10/01/23 20:37 Traffic Stop 2023089648 Traffic Stop WP23025586 Officer 10/02/23 12:37 Traffic Stop 2023089816 Traffic Stop WP23025639 Officer 10/02/23 13:24 Traffic Stop 2023089836 Officer 10/02/23 15:26 Traffic Stop 2023089877 Traffic Stop WSIU23025665Jfficer 10/02/23 16:50 Traffic Stop 2023089907 DUI WP23025676 Officer 10/02/23 18:29 Traffic Stop 2023089938 Officer 10/02/23 19:21 Traffic Stop 2023089956 Officer 10/02/23 21:22 Traffic Stop 2023089994 Officer 10/02/23 21:33 Traffic Stop 2023089999 Officer 10/02/23 21:57 Traffic Stop 2023090003 Officer 10/02/23 22:47 Traffic Stop 2023090014 Officer 10/03/23 06:51 Traffic Stop 2023090050 Traffic Stop WP23025707 Officer 10/03/23 10:16 Traffic Stop 2023090097 Officer 10/03/23 10:16 Traffic Stop 2023090098 Traffic Stop WP23025728 Officer 10/03/23 10:37 Traffic Stop 2023090105 Traffic Stop WP23025735 Officer 10/03/23 11:26 Traffic Stop 2023090114 Officer Page 21 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/03/23 12:09 Traffic Stop 2023090125 Traffic Stop WP23025741 Officer 10/03/23 12:10 Traffic Stop 2023090126 Officer 10/03/23 12:19 Traffic Stop 2023090128 Officer 10/03/23 12:28 Traffic Stop 2023090133 Traffic Stop WP23025743 Officer 10/03/23 12:55 Traffic Stop 2023090141 Officer 10/03/23 12:55 Traffic Stop 2023090143 Traffic Stop WP23025745 Officer 10/03/23 13:48 Traffic Stop 2023090157 Traffic Stop WP23025749 Officer 10/03/23 14:13 Traffic Stop 2023090168 Officer 10/03/23 14:15 Traffic Stop 2023090169 Traffic Stop WP23025754 Officer 10/03/2315:30 Traffic Stop 2023090205 Traffic Stop WP23025764 Officer 10/03/23 20:10 Traffic Stop 2023090277 Officer 10/03/23 20:19 Traffic Stop 2023090281 Officer 10/03/23 23:15 Traffic Stop 2023090323 Traffic Stop WP23025801 Officer 10/04/23 07:15 Traffic Stop 2023090354 Officer 10/04/23 08:47 Traffic Stop 2023090371 Traffic Stop WP23025816 Officer 10/04/2311:31 Traffic Stop 2023090423 Officer 10/04/23 12:09 Traffic Stop 2023090428 Officer 10/04/23 18:44 Traffic Stop 2023090551 Officer 10/04/2319:02 Traffic Stop 2023090554 Officer 10/04/2319:03 Traffic Stop 2023090558 Officer 10/04/23 19:13 Traffic Stop 2023090567 Officer 10/04/2319:24 Traffic Stop 2023090572 Officer 10/04/23 20:52 Traffic Stop 2023090617 Officer 10/04/23 21:10 Traffic Stop 2023090629 Officer 10/04/23 21:23 Traffic Stop 2023090632 Officer 10/04/23 21:29 Traffic Stop 2023090636 Officer 10/04/23 22:01 Traffic Stop 2023090642 Officer 10/04/23 22:28 Traffic Stop 2023090649 Officer 10/04/23 23:55 Traffic Stop 2023090671 Officer 10/05/23 00:20 Traffic Stop 2023090676 Traffic Stop WP23025901 Officer 10/05/23 02:23 Traffic Stop 2023090700 Officer 10/05/23 02:27 Traffic Stop 2023090702 Traffic Stop WP23025905 Officer 10/05/23 08:29 Traffic Stop 2023090730 Officer 10/05/23 09:10 Traffic Stop 2023090738 Officer 10/05/23 13:26 Traffic Stop 2023090808 Officer 10/05/23 15:25 Traffic Stop 2023090851 Officer 10/05/23 16:12 Traffic Stop 2023090868 Officer 10/05/23 18:23 Traffic Stop 2023090904 Officer 10/05/23 18:49 Traffic Stop 2023090912 Officer 10/05/23 20:24 Traffic Stop 2023090946 Traffic Stop WP23025971 Officer 10/05/23 21:37 Traffic Stop 2023090980 Officer 10/06/23 00:45 Traffic Stop 2023091017 Officer 10/06/23 00:47 Traffic Stop 2023091018 Officer 10/06/23 03:50 Traffic Stop 2023091030 Officer 10/06/23 04:18 Traffic Stop 2023091032 Officer 10/06/23 19:55 Traffic Stop 2023091260 Officer 10/06/23 20:25 Traffic Stop 2023091268 Traffic Stop WP23026070 Officer Page 22 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/06/23 20:59 Traffic Stop 2023091280 Officer 10/06/23 21:08 Traffic Stop 2023091283 Officer 10/06/23 21:17 Traffic Stop 2023091288 Officer 10/06/23 22:19 Traffic Stop 2023091307 Officer 10/06/23 23:07 Traffic Stop 2023091317 Officer 10/06/23 23:15 Traffic Stop 2023091320 Officer 10/06/23 23:58 Traffic Stop 2023091330 Officer 10/07/23 07:32 Traffic Stop 2023091378 Officer 10/07/23 11:13 Traffic Stop 2023091411 Officer 10/07/23 11:44 Traffic Stop 2023091422 Traffic Stop WP23026117 Officer 10/07/23 12:16 Traffic Stop 2023091430 Traffic Stop WP23026122 Officer 10/07/23 12:44 Traffic Stop 2023091438 Officer 10/07/23 13:03 Traffic Stop 2023091441 Officer 10/07/23 13:17 Traffic Stop 2023091447 Officer 10/07/23 13:19 Traffic Stop 2023091449 Officer 10/07/23 13:33 Traffic Stop 2023091452 DUI WP23026132 Officer 10/07/23 21:47 Traffic Stop 2023091618 Officer 10/07/23 21:54 Traffic Stop 2023091620 Officer 10/07/23 22:01 Traffic Stop 2023091621 Officer 10/07/23 22:30 Traffic Stop 2023091635 DUI WP23026175 Officer 10/08/23 02:13 Traffic Stop 2023091677 Officer 10/08/23 10:34 Traffic Stop 2023091735 Officer 10/08/23 11:49 Traffic Stop 2023091750 Traffic Stop WP23026208 Officer 10/08/23 12:59 Traffic Stop 2023091765 Officer 10/08/23 13:27 Traffic Stop 2023091773 Traffic Stop WP23026215 Officer 10/08/23 13:28 Traffic Stop 2023091774 Officer 10/08/23 15:19 Traffic Stop 2023091802 Officer 10/08/23 18:36 Traffic Stop 2023091851 Traffic Stop WP23026247 Officer 10/08/23 18:55 Traffic Stop 2023091858 Officer 10/08/23 19:08 Traffic Stop 2023091862 Officer 10/08/23 19:18 Traffic Stop 2023091865 Officer 10/08/23 19:41 Traffic Stop 2023091871 Officer 10/08/23 19:56 Traffic Stop 2023091877 Officer 10/08/23 21:42 Traffic Stop 2023091905 Traffic Stop WP23026261 Officer 10/08/23 22:13 Traffic Stop 2023091910 Officer 10/08/23 23:13 Traffic Stop 2023091919 Officer 10/09/23 06:43 Traffic Stop 2023091961 Officer 10/09/23 07:15 Traffic Stop 2023091965 Officer 10/09/23 07:42 Traffic Stop 2023091969 Officer 10/09/23 08:00 Traffic Stop 2023091976 Officer 10/09/23 12:03 Traffic Stop 2023092036 Officer 10/09/23 19:21 Traffic Stop 2023092165 Officer 10/09/23 19:33 Traffic Stop 2023092169 Officer 10/09/23 20:03 Traffic Stop 2023092177 Officer 10/09/23 21:35 Traffic Stop 2023092216 Traffic Stop WP23026356 Officer 10/09/23 22:19 Traffic Stop 2023092225 Officer 10/09/23 22:27 Traffic Stop 2023092226 Officer Page 23 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/09/23 23:54 Traffic Stop 2023092236 Officer 10/10/23 06:19 Traffic Stop 2023092265 Officer 10/10/23 06:30 Traffic Stop 2023092267 Traffic Stop WP23026368 Officer 10/10/23 14:38 Traffic Stop 2023092367 Traffic Stop WP23026402 Officer 10/10/23 14:57 Traffic Stop 2023092378 Officer 10/10/23 20:22 Traffic Stop 2023092505 Officer 10/10/23 21:05 Traffic Stop 2023092516 Officer 10/11/23 01:32 Traffic Stop 2023092545 Officer 10/11/23 10:01 Traffic Stop 2023092601 Officer 10/11/23 11:28 Traffic Stop 2023092629 Officer 10/11/23 13:08 Traffic Stop 2023092659 Officer 10/11/23 14:41 Traffic Stop 2023092701 Officer 10/11/23 22:37 Traffic Stop 2023092862 Officer 10/11/23 23:11 Traffic Stop 2023092866 Officer 10/12/23 01:17 Traffic Stop 2023092891 Traffic Stop WP23026579 Officer 10/12/23 02:03 Traffic Stop 2023092896 Officer 10/12/23 09:33 Traffic Stop 2023092937 Officer 10/12/23 11:51 Traffic Stop 2023092990 Officer 10/12/23 11:53 Traffic Stop 2023092992 Traffic Stop WP23026611 Officer 10/12/23 12:04 Traffic Stop 2023092995 Officer 10/12/23 12:07 Traffic Stop 2023092997 Traffic Stop WP23026613 Officer 10/12/23 12:19 Traffic Stop 2023093002 Officer 10/12/23 12:24 Traffic Stop 2023093006 Traffic Stop WP23026615 Officer 10/12/23 12:31 Traffic Stop 2023093007 Traffic Stop WP23026616 Officer 10/12/23 12:38 Traffic Stop 2023093009 Officer 10/12/23 12:42 Traffic Stop 2023093010 Officer 10/12/23 12:45 Traffic Stop 2023093013 Traffic Stop WP23026617 Officer 10/12/23 12:56 Traffic Stop 2023093017 Officer 10/12/23 13:00 Traffic Stop 2023093020 Officer 10/12/23 13:04 Traffic Stop 2023093023 Traffic Stop WP23026621 Officer 10/12/23 14:18 Traffic Stop 2023093047 Officer 10/12/23 18:22 Traffic Stop 2023093124 Traffic Stop WP23026656 Officer 10/12/23 19:27 Traffic Stop 2023093132 Officer 10/13/23 17:24 Traffic Stop 2023093373 Officer 10/13/23 19:21 Traffic Stop 2023093426 10/13/23 23:08 Traffic Stop 2023093488 Traffic Stop WP23026774 Officer 10/13/23 23:23 Traffic Stop 2023093493 Warrant - Arrest WP23026777 Officer 10/14/23 05:39 Traffic Stop 2023093531 Officer 10/14/23 19:39 Traffic Stop 2023093729 10/14/23 19:48 Traffic Stop 2023093732 Officer 10/14/23 21:55 Traffic Stop 2023093779 Officer 10/15/23 00:04 Traffic Stop 2023093819 Officer 10/15/23 00:26 Traffic Stop 2023093827 Officer 10/15/23 07:12 Traffic Stop 2023093866 Traffic Stop WP23026898 Officer 10/15/23 13:21 Traffic Stop 2023093930 Officer 10/15/23 13:28 Traffic Stop 2023093932 Officer 10/15/23 20:21 Traffic Stop 2023094055 Officer Page 24 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/15/23 20:38 Traffic Stop 2023094057 Officer 10/15/23 22:09 Traffic Stop 2023094075 Officer 10/15/23 22:37 Traffic Stop 2023094079 Officer 10/15/23 22:59 Traffic Stop 2023094086 Officer 10/15/23 23:13 Traffic Stop 2023094088 Officer 10/15/23 23:39 Traffic Stop 2023094092 Officer 10/15/23 23:58 Traffic Stop 2023094096 Officer 10/16/23 06:58 Traffic Stop 2023094123 Officer 10/16/23 10:56 Traffic Stop 2023094173 Officer 10/16/23 11:09 Traffic Stop 2023094181 Officer 10/16/23 12:31 Traffic Stop 2023094206 Officer 10/16/23 13:40 Traffic Stop 2023094225 Officer 10/16/23 15:10 Traffic Stop 2023094254 Officer 10/16/23 15:44 Traffic Stop 2023094262 Officer 10/16/23 18:20 Traffic Stop 2023094317 Officer 10/16/23 19:45 Traffic Stop 2023094351 Officer 10/16/23 19:46 Traffic Stop 2023094352 Traffic Stop WP23027051 Officer 10/16/23 20:05 Traffic Stop 2023094358 Officer 10/16/23 20:13 Traffic Stop 2023094361 Officer 10/16/23 20:21 Traffic Stop 2023094365 Officer 10/16/23 20:50 Traffic Stop 2023094373 Officer 10/16/23 22:20 Traffic Stop 2023094388 Officer 10/16/23 23:12 Traffic Stop 2023094397 Officer 10/16/23 23:21 Traffic Stop 2023094401 Traffic Stop WP23027067 Officer 10/17/23 01:39 Traffic Stop 2023094427 Officer 10/17/23 03:02 Traffic Stop 2023094433 Officer 10/17/23 06:35 Traffic Stop 2023094449 Traffic Stop WP23027076 Officer 10/17/23 07:00 Traffic Stop 2023094453 Traffic Stop WP23027080 Officer 10/17/23 08:44 Traffic Stop 2023094475 Traffic Stop WP23027083 Officer 10/17/23 15:12 Traffic Stop 2023094605 Traffic Stop WP23027132 Officer 10/17/23 16:12 Traffic Stop 2023094620 Officer 10/17/23 17:55 Traffic Stop 2023094659 Traffic Stop WP23027150 Officer 10/17/23 19:08 Traffic Stop 2023094709 Officer 10/17/23 19:26 Traffic Stop 2023094718 Officer 10/17/23 19:54 Traffic Stop 2023094727 Officer 10/17/23 20:13 Traffic Stop 2023094735 Officer 10/17/23 20:34 Traffic Stop 2023094745 Officer 10/17/23 22:59 Traffic Stop 2023094785 Officer 10/18/23 04:52 Traffic Stop 2023094819 Officer 10/18/23 09:07 Traffic Stop 2023094854 Drugs WSIU23027199Dfficer 10/18/23 10:41 Traffic Stop 2023094882 Officer 10/18/23 11:15 Traffic Stop 2023094894 Officer 10/18/23 11:27 Traffic Stop 2023094898 Officer 10/18/23 11:33 Traffic Stop 2023094903 Officer 10/18/23 11:44 Traffic Stop 2023094904 Officer 10/18/23 12:21 Traffic Stop 2023094912 Officer 10/18/23 12:27 Traffic Stop 2023094914 Officer Page 25 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/18/23 12:30 Traffic Stop 2023094915 Traffic Stop WP23027219 Officer 10/18/23 18:18 Traffic Stop 2023095020 Officer 10/18/23 18:55 Traffic Stop 2023095028 Officer 10/18/23 20:07 Traffic Stop 2023095050 Officer 10/18/23 20:30 Traffic Stop 2023095064 Officer 10/18/23 20:41 Traffic Stop 2023095067 Traffic Stop WP23027270 Officer 10/18/23 21:04 Traffic Stop 2023095075 Drugs WP23027279 Officer 10/19/23 05:10 Traffic Stop 2023095146 Traffic Stop WP23027292 Officer 10/19/23 11:44 Traffic Stop 2023095227 Officer 10/19/23 12:33 Traffic Stop 2023095240 Officer 10/19/23 12:43 Traffic Stop 2023095243 Traffic Stop WP23027320 Officer 10/19/23 14:49 Traffic Stop 2023095271 Officer 10/19/23 17:00 Traffic Stop 2023095302 Officer 10/19/23 17:23 Traffic Stop 2023095311 Officer 10/19/23 19:24 Traffic Stop 2023095355 Officer 10/19/23 19:43 Traffic Stop 2023095361 Officer 10/19/23 19:45 Traffic Stop 2023095362 Officer 10/19/23 19:45 Traffic Stop 2023095363 Officer 10/19/23 20:04 Traffic Stop 2023095370 Officer 10/20/23 01:04 Traffic Stop 2023095442 Officer 10/20/23 12:43 Traffic Stop 2023095553 Traffic Stop WP23027414 Officer 10/20/23 13:02 Traffic Stop 2023095560 Officer 10/20/23 14:58 Traffic Stop 2023095588 Officer 10/20/23 15:27 Traffic Stop 2023095599 Traffic Stop WP23027432 Officer 10/20/23 17:35 Traffic Stop 2023095641 Officer 10/20/23 19:10 Traffic Stop 2023095675 Officer 10/20/23 20:56 Traffic Stop 2023095717 Officer 10/20/23 21:18 Traffic Stop 2023095722 Warrant - Arrest WP23027478 Officer 10/20/23 21:29 Traffic Stop 2023095726 Officer 10/20/23 21:52 Traffic Stop 2023095737 Officer 10/20/23 22:18 Traffic Stop 2023095751 Officer 10/20/23 22:26 Traffic Stop 2023095754 Officer 10/21/23 01:59 Traffic Stop 2023095803 Officer 10/21/23 07:24 Traffic Stop 2023095823 Traffic Stop WP23027503 Officer 10/21/23 12:14 Traffic Stop 2023095877 Officer 10/21/23 12:25 Traffic Stop 2023095881 Officer 10/21/23 16:41 Traffic Stop 2023095957 Traffic Stop WP23027552 Officer 10/21/23 17:08 Traffic Stop 2023095966 Traffic Stop WP23027554 Officer 10/21/23 17:23 Traffic Stop 2023095974 Traffic Stop WP23027556 Officer 10/21/23 18:11 Traffic Stop 2023095998 Officer 10/21/23 18:11 Traffic Stop 2023095999 Officer 10/21/23 18:18 Traffic Stop 2023096000 Traffic Stop WP23027564 Officer 10/21/23 18:45 Traffic Stop 2023096014 Traffic Stop WP23027570 Officer 10/21/23 18:49 Traffic Stop 2023096015 Traffic Stop WP23027571 Officer 10/21/23 18:54 Traffic Stop 2023096020 Officer 10/21/23 19:02 Traffic Stop 2023096023 Officer 10/21/23 19:20 Traffic Stop 2023096027 Traffic Stop WP23027572 Officer Page 26 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/21/23 19:45 Traffic Stop 2023096041 Officer 10/21/2319:54 Traffic Stop 2023096046 Officer 10/21/23 19:59 Traffic Stop 2023096049 Officer 10/21/23 20:29 Traffic Stop 2023096056 Officer 10/21/23 20:39 Traffic Stop 2023096060 Traffic Stop WP23027579 Officer 10/21/23 21:21 Traffic Stop 2023096074 Traffic Stop WP23027582 Officer 10/21/23 21:56 Traffic Stop 2023096089 Officer 10/21/23 22:10 Traffic Stop 2023096092 Officer 10/21/23 23:05 Traffic Stop 2023096116 Officer 10/21/23 23:22 Traffic Stop 2023096120 Traffic Stop WP23027591 Officer 10/22/23 00:02 Traffic Stop 2023096131 Officer 10/22/23 01:43 Traffic Stop 2023096146 Officer 10/22/23 01:47 Traffic Stop 2023096147 DUI WP23027594 Officer 10/22/23 02:14 Traffic Stop 2023096149 Officer 10/22/23 02:40 Traffic Stop 2023096155 Officer 10/22/23 08:54 Traffic Stop 2023096190 Traffic Stop WP23027609 Officer 10/22/23 10:15 Traffic Stop 2023096200 Traffic Stop WP23027613 Officer 10/22/23 10:30 Traffic Stop 2023096205 Officer 10/22/2310:31 Traffic Stop 2023096206 Officer 10/22/23 10:38 Traffic Stop 2023096209 Traffic Stop WP23027617 Officer 10/22/2310:56 Traffic Stop 2023096218 Traffic Stop WP23027619 Officer 10/22/23 11:12 Traffic Stop 2023096221 Traffic Stop WP23027622 Officer 10/22/23 11:29 Traffic Stop 2023096224 Traffic Stop WP23027625 Officer 10/22/23 11:42 Traffic Stop 2023096229 Traffic Stop WP23027626 Officer 10/22/2311:52 Traffic Stop 2023096230 Officer 10/22/23 11:55 Traffic Stop 2023096231 Traffic Stop WP23027627 Officer 10/22/2312:26 Traffic Stop 2023096239 Traffic Stop WP23027633 Officer 10/22/23 14:19 Traffic Stop 2023096267 Traffic Stop WP23027648 Officer 10/22/23 15:12 Traffic Stop 2023096280 Officer 10/22/23 15:16 Traffic Stop 2023096281 Traffic Stop WP23027653 Officer 10/22/23 18:25 Traffic Stop 2023096337 Traffic Stop WP23027680 Officer 10/22/2318:33 Traffic Stop 2023096342 Officer 10/22/2319:32 Traffic Stop 2023096363 Traffic Stop WP23027689 Officer 10/22/2319:54 Traffic Stop 2023096370 Officer 10/23/23 08:36 Traffic Stop 2023096474 Traffic Stop WP23027717 Officer 10/23/23 08:52 Traffic Stop 2023096478 Officer 10/23/23 09:05 Traffic Stop 2023096483 Officer 10/23/23 09:18 Traffic Stop 2023096485 Officer 10/23/23 09:32 Traffic Stop 2023096486 Officer 10/23/23 09:54 Traffic Stop 2023096496 Officer 10/23/23 10:08 Traffic Stop 2023096505 Traffic Stop WP23027726 Officer 10/23/23 10:12 Traffic Stop 2023096510 Traffic Stop WP23027727 Officer 10/23/2310:34 Traffic Stop 2023096520 Traffic Stop WP23027733 Officer 10/23/23 10:35 Traffic Stop 2023096521 Traffic Stop WP23027735 Officer 10/23/23 11:13 Traffic Stop 2023096537 Officer 10/23/2311:22 Traffic Stop 2023096541 Traffic Stop WP23027743 Officer 10/23/2311:33 Traffic Stop 2023096546 Officer Page 27 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/23/23 12:13 Traffic Stop 2023096549 Traffic Stop WP23027746 Officer 10/23/23 12:35 Traffic Stop 2023096558 Officer 10/23/2313:21 Traffic Stop 2023096569 Traffic Stop WP23027752 Officer 10/23/23 14:46 Traffic Stop 2023096598 Traffic Stop WP23027771 Officer 10/23/23 18:49 Traffic Stop 2023096665 DUI WP23027795 Officer 10/23/23 20:27 Traffic Stop 2023096700 Officer 10/23/23 21:10 Traffic Stop 2023096714 Officer 10/23/23 21:25 Traffic Stop 2023096720 Warrant - Arrest WP23027807 Officer 10/23/23 22:22 Traffic Stop 2023096735 Traffic Stop WP23027810 Officer 10/23/23 22:24 Traffic Stop 2023096737 Officer 10/24/23 00:20 Traffic Stop 2023096753 Officer 10/24/23 00:55 Traffic Stop 2023096760 Officer 10/24/2310:32 Traffic Stop 2023096833 Officer 10/24/2310:51 Traffic Stop 2023096841 Traffic Stop WP23027831 Officer 10/24/23 11:10 Traffic Stop 2023096849 Traffic Stop WP23027834 Officer 10/24/2311:36 Traffic Stop 2023096858 Officer 10/24/23 14:40 Traffic Stop 2023096914 Officer 10/24/2314:54 Traffic Stop 2023096920 Officer 10/24/23 14:58 Traffic Stop 2023096922 Officer 10/24/23 18:28 Traffic Stop 2023096981 Officer 10/24/23 20:46 Traffic Stop 2023097012 Officer 10/24/23 21:45 Traffic Stop 2023097023 Officer 10/25/23 07:03 Traffic Stop 2023097059 Officer 10/25/23 16:59 Traffic Stop 2023097209 Officer 10/25/23 18:36 Traffic Stop 2023097250 Officer 10/25/23 20:11 Traffic Stop 2023097284 Officer 10/25/23 20:32 Traffic Stop 2023097289 Traffic Stop WP23027973 Officer 10/25/23 20:56 Traffic Stop 2023097295 Officer 10/25/23 20:59 Traffic Stop 2023097297 Officer 10/25/23 21:16 Traffic Stop 2023097303 Officer 10/25/23 21:44 Traffic Stop 2023097310 Officer 10/25/23 21:57 Traffic Stop 2023097312 Officer 10/25/23 22:15 Traffic Stop 2023097316 Traffic Stop WP23027980 Officer 10/26/23 10:14 Traffic Stop 2023097422 Officer 10/26/23 12:29 Traffic Stop 2023097464 Officer 10/26/23 19:09 Traffic Stop 2023097585 Officer 10/26/23 20:22 Traffic Stop 2023097606 Officer 10/26/23 20:41 Traffic Stop 2023097614 Officer 10/26/23 21:12 Traffic Stop 2023097622 Officer 10/27/23 00:42 Traffic Stop 2023097660 Traffic Stop WP23028086 Officer 10/27/23 10:41 Traffic Stop 2023097735 Officer 10/27/23 18:20 Traffic Stop 2023097872 Traffic Stop WP23028165 Officer 10/27/23 18:26 Traffic Stop 2023097876 Traffic Stop WP23028168 Officer 10/27/23 19:43 Traffic Stop 2023097897 Officer 10/27/23 20:18 Traffic Stop 2023097908 Officer 10/27/23 20:50 Traffic Stop 2023097917 Officer 10/28/23 06:02 Traffic Stop 2023098008 Officer Page 28 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/28/23 10:04 Traffic Stop 2023098030 Officer 10/28/23 13:42 Traffic Stop 2023098083 Officer 10/28/23 14:18 Traffic Stop 2023098094 DUI WP23028233 Officer 10/28/23 14:52 Traffic Stop 2023098100 Officer 10/28/23 14:56 Traffic Stop 2023098102 Officer 10/28/23 15:55 Traffic Stop 2023098115 Officer 10/28/23 16:30 Traffic Stop 2023098124 Officer 10/28/23 17:07 Traffic Stop 2023098140 Officer 10/28/23 20:22 Traffic Stop 2023098199 Traffic Stop WP23028261 Officer 10/28/23 20:51 Traffic Stop 2023098204 Officer 10/28/23 22:06 Traffic Stop 2023098225 Officer 10/28/23 22:48 Traffic Stop 2023098241 Officer 10/28/23 23:11 Traffic Stop 2023098251 10/29/23 04:50 Traffic Stop 2023098311 Officer 10/29/23 21:28 Traffic Stop 2023098468 Officer 10/29/23 21:35 Traffic Stop 2023098469 Officer 10/29/23 21:42 Traffic Stop 2023098471 Traffic Stop WP23028341 Officer 10/29/23 22:47 Traffic Stop 2023098481 Officer 10/30/23 00:42 Traffic Stop 2023098492 Traffic Stop WP23028347 Officer 10/30/23 12:16 Traffic Stop 2023098589 Traffic Stop WP23028378 Officer 10/30/23 14:32 Traffic Stop 2023098631 Traffic Stop WP23028395 Officer 10/30/23 14:54 Traffic Stop 2023098642 Traffic Stop WP23028400 Officer 10/30/23 19:09 Traffic Stop 2023098725 Officer 10/30/23 19:26 Traffic Stop 2023098730 Officer 10/30/23 19:51 Traffic Stop 2023098736 Officer 10/30/23 20:31 Traffic Stop 2023098747 Officer 10/30/23 21:42 Traffic Stop 2023098764 Officer 10/30/23 22:03 Traffic Stop 2023098767 Officer 10/31/23 06:28 Traffic Stop 2023098792 Officer 10/31/23 10:12 Traffic Stop 2023098852 Officer 10/31/23 15:42 Traffic Stop 2023098936 Officer 10/31/23 17:09 Traffic Stop 2023098961 Traffic Stop WP23028490 Officer 10/31/23 17:23 Traffic Stop 2023098967 Officer 10/31/23 17:50 Traffic Stop 2023098970 Officer 10/31/23 18:02 Traffic Stop 2023098975 Officer 10/31/23 18:28 Traffic Stop 2023098986 Traffic Stop WP23028496 Officer 10/31/23 18:34 Traffic Stop 2023098990 Officer 10/31/23 19:11 Traffic Stop 2023099000 Traffic Stop WP23028501 Officer 10/31/23 19:58 Traffic Stop 2023099015 Officer 10/31/23 20:03 Traffic Stop 2023099017 Officer 10/31/23 20:22 Traffic Stop 2023099023 Officer 10/31/23 20:54 Traffic Stop 2023099031 Officer 10/31/23 21:58 Traffic Stop 2023099042 Officer 10/31/23 22:23 Traffic Stop 2023099047 Officer 10/31/23 23:20 Traffic Stop 2023099055 Traffic Stop WP23028521 Officer Traffic Stop ; Motorist Aid Total: 1 Page 29 of 31 Incident Start Date/Time Initial Call CFS # Final Incident 10/24/23 10:44 Traffic Stop ; Motorist 2023096838 Training Total: 21 10/03/2314:07 Training 10/04/2313:20 Training 10/05/2315:02 Training 10/05/2315:18 Training 10/09/23 09:06 Training 10/10/2311:43 Training 10/11/23 06:31 Training 10/11/2313:15 Training 10/12/2310:05 Training 10/12/2310:31 Training 10/16/23 08:29 Training 10/17/2312:25 Training 10/20/2311:33 Training 10/23/2313:11 Training 10/24/2314:33 Training 10/25/23 09:23 Training 10/25/23 09:47 Training 10/26/2314:59 Training 10/27/23 09:43 Training 10/30/23 09:01 Training 10/31/23 07:09 Training Trespass Total: 4 10/03/23 08:09 Trespass 10/10/2316:28 Trespass 10/14/2313:18 Trespass 10/27/2314:50 Trespass Unwanted Person Total: 10 10/01/23 02:51 Unwanted Person 10/11/23 05:23 Unwanted Person 10/11/23 12:31 Unwanted Person 10/14/23 23:31 Unwanted Person 10/17/23 04:32 Unwanted Person 10/18/23 21:16 Unwanted Person 10/21/23 12:42 Unwanted Person 10/21/23 20:58 Unwanted Person 10/23/23 16:42 Unwanted Person 10/30/23 02:10 Unwanted Person Walk Away Total: 1 10/03/23 08:53 Walk Away Warrant - Arrest Total: 3 10/09/23 22:32 Warrant - Arrest 10/21/23 00:41 Warrant - Arrest 2023090164 2023090447 2023090839 2023090846 2023091981 2023092325 2023092561 2023092661 2023092948 2023092955 2023094139 2023094548 2023095528 2023096566 2023096911 2023097094 2023097103 2023097509 2023097713 2023098535 2023098797 2023090058 Harassment 2023092423 Suspicious - Circumstances 2023093608 Medical - Psychiatric - 2023097802 Trespass 2023089438 Unwanted Person 2023092556 Unwanted Person 2023092652 Unwanted Person 2023093813 Unwanted Person 2023094436 Unwanted Person 2023095079 Unwanted Person 2023095885 Civil Complaint 2023096070 Unwanted Person 2023096630 Unwanted Person 2023098499 Unwanted Person 2023090067 Walk Away 2023092227 Warrant - Arrest 2023095786 Warrant - Arrest Case Number How Reported Officer Phone 911 WP23025712 Phone WP23026417 Phone WP23026812 Phone WP23028133 Phone WP23025518 911 WP23026461 911 WP23026497 911 WP23026883 911 WP23027072 Phone WP23027274 911 WP23027524 Phone WP23027581 Other WP23027782 Phone WP23028349 Phone WSRO23025717hone WP23026360 Officer WP23027494 Officer Page 30 of 31 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 10/26/23 14:43 Warrant - Arrest 2023097501 Warrant - Arrest WSIU23028038Dfficer Warrant - Attempt Total: 12 10/01/23 12:57 Warrant - Attempt 2023089508 10/06/23 12:17 Warrant - Attempt 2023091115 Officer 10/09/23 09:10 Warrant - Attempt 2023091982 10/09/23 14:07 Warrant - Attempt 2023092078 Warrant - Arrest WP23026313 911 10/10/23 15:24 Warrant - Attempt 2023092393 Officer 10/13/23 21:31 Warrant - Attempt 2023093459 Officer 10/21/23 23:23 Warrant - Attempt 2023096121 10/23/23 12:59 Warrant - Attempt 2023096563 10/23/23 13:54 Warrant - Attempt 2023096585 Officer 10/23/23 14:58 Warrant - Attempt 2023096602 10/23/23 22:49 Warrant - Attempt 2023096742 10/27/23 09:23 Warrant - Attempt 2023097705 Officer Total Records: 1203 Page 31 of 31 Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Shift Stop Starting Hours (beginning of month): 5,146.00 M -T -D (detailed below): 1,813.75 Balance going forward (to next month): 3,332.25 Position Time Type Regular Hours Y -T -D: 17,607.75 ** Estimated Hours not verified by final monthly payroll Shift Start Shift Stop Date Shift Start Time Shift Stop Date Time Schedule Position Time Type Regular Hours 1 -Oct -23 18:00 2 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 1 -Oct -23 10:00 1 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 12 1 -Oct -23 6:00 1 -Oct -23 18:00 Monticello (60) 3210 Sheriff General 12 1 -Oct -23 8:00 1 -Oct -23 20:00 Monticello (60) 3211 Sheriff General 12 1 -Oct -23 18:00 2 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 12 2 -Oct -23 8:00 2 -Oct -23 20:00 Monticello (60) 3211 Sheriff General 12 2 -Oct -23 18:00 3 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 2 -Oct -23 18:00 3 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 12 2 -Oct -23 10:00 2 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 12 2 -Oct -23 6:00 2 -Oct -23 18:00 Monticello (60) 3210 Sheriff General 12 3 -Oct -23 8:00 3 -Oct -23 20:00 Monticello (60) 3211 Sheriff General 12 3 -Oct -23 18:00 4 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 3 -Oct -23 18:00 4 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 12 3 -Oct -23 10:00 3 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 12 3 -Oct -23 22:00 3 -Oct -23 23:00 Extra Hours: Mo 3220 EOS Premium 1 3 -Oct -23 6:00 3 -Oct -23 18:00 Monticello (60) 3210 Sheriff General 12 4 -Oct -23 18:00 5 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 4 -Oct -23 10:00 4 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 12 4 -Oct -23 6:00 4 -Oct -23 18:00 Monticello (60) 3210 Sheriff General 12 4 -Oct -23 8:00 4 -Oct -23 20:00 Monticello (60) 3211 Sheriff General 12 4 -Oct -23 18:00 5 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 12 5 -Oct -23 18:00 6 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 5 -Oct -23 10:00 5 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 12 5 -Oct -23 6:00 5 -Oct -23 18:00 Monticello (60) 3210 Sheriff General 12 5 -Oct -23 8:00 5 -Oct -23 20:00 Monticello (60) 3211 Sheriff General 12 5 -Oct -23 18:00 6 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 12 6 -Oct -23 8:00 6 -Oct -23 20:00 Monticello (60) 3211 Sheriff General 12 6 -Oct -23 18:00 7 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 6 -Oct -23 18:00 7 -Oct -23 1:00 Monticello (60) 3241 Sheriff General 7 6 -Oct -23 10:00 6 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 12 6 -Oct -23 6:00 6 -Oct -23 18:00 Monticello (60) 3210 Sheriff General 12 7 -Oct -23 8:00 7 -Oct -23 20:00 Monticello (60) 3211 Sheriff General 12 7 -Oct -23 18:00 8 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 7 -Oct -23 21:00 8 -Oct -23 6:00 Monticello (60) 7 -Oct -23 10:00 7 -Oct -23 22:00 Monticello (60) 7 -Oct -23 6:00 7 -Oct -23 18:00 Monticello (60) 7 -Oct -23 1:00 7 -Oct -23 6:00 Monticello (60) 8 -Oct -23 8:00 8 -Oct -23 20:00 Monticello (60) 8 -Oct -23 18:00 9 -Oct -23 6:00 Monticello (60) 8 -Oct -23 18:00 9 -Oct -23 6:00 Monticello (60) 8 -Oct -23 10:00 8 -Oct -23 22:00 Monticello (60) 8 -Oct -23 6:00 8 -Oct -23 18:00 Monticello (60) 9 -Oct -23 8:00 9 -Oct -23 18:00 Monticello (60) 9 -Oct -23 20:00 10 -Oct -23 6:00 Monticello (60) 9 -Oct -23 18:00 10 -Oct -23 4:00 Monticello (60) 9 -Oct -23 10:00 9 -Oct -23 20:00 Monticello (60) 9 -Oct -23 20:00 9 -Oct -23 21:30 Extra Hours: Mo 9 -Oct -23 16:00 10 -Oct -23 2:00 Monticello (60) 9 -Oct -23 6:00 9 -Oct -23 16:00 Monticello (60) 10 -Oct -23 8:00 10 -Oct -23 18:00 Monticello (60) 10 -Oct -23 20:00 11 -Oct -23 6:00 Monticello (60) 10 -Oct -23 18:00 11 -Oct -23 4:00 Monticello (60) 10 -Oct -23 10:00 10 -Oct -23 20:00 Monticello (60) 10 -Oct -23 16:00 10 -Oct -23 21:45 Monticello (60) 10 -Oct -23 6:00 10 -Oct -23 16:00 Monticello (60) 11 -Oct -23 18:00 12 -Oct -23 4:00 Monticello (60) 11 -Oct -23 20:00 12 -Oct -23 1:15 Monticello (60) 11 -Oct -23 16:00 12 -Oct -23 2:00 Monticello (60) 11 -Oct -23 10:00 11 -Oct -23 20:00 Monticello (60) 11 -Oct -23 6:00 11 -Oct -23 16:00 Monticello (60) 11 -Oct -23 8:00 11 -Oct -23 18:00 Monticello (60) 11 -Oct -23 0:00 11 -Oct -23 2:00 Monticello (60) 12 -Oct -23 6:00 12 -Oct -23 16:00 Monticello (60) 12 -Oct -23 18:00 13 -Oct -23 4:00 Monticello (60) 12 -Oct -23 20:00 13 -Oct -23 6:00 Monticello (60) 12 -Oct -23 16:00 13 -Oct -23 2:00 Monticello (60) 12 -Oct -23 1:15 12 -Oct -23 6:00 Monticello (60) 12 -Oct -23 10:00 12 -Oct -23 20:00 Monticello (60) 12 -Oct -23 7:00 12 -Oct -23 17:00 Monticello (60) 13 -Oct -23 18:00 14 -Oct -23 6:00 Monticello (60) 13 -Oct -23 18:00 14 -Oct -23 6:00 Monticello (60) 13 -Oct -23 8:00 13 -Oct -23 20:00 Monticello (60) 13 -Oct -23 6:00 13 -Oct -23 18:00 Monticello (60) 13 -Oct -23 8:00 13 -Oct -23 20:00 Monticello (60) 14 -Oct -23 18:00 15 -Oct -23 6:00 Monticello (60) 14 -Oct -23 14:00 14 -Oct -23 18:00 Monticello (60) 14 -Oct -23 12:00 14 -Oct -23 14:00 Monticello (60) 14 -Oct -23 18:00 15 -Oct -23 6:00 Monticello (60) 14 -Oct -23 10:00 14 -Oct -23 13:00 Monticello (60) 14 -Oct -23 6:00 14 -Oct -23 18:00 Monticello (60) 3241 Sheriff General 3220 Sheriff General 3210 Sheriff General 3241 Sheriff General 3211 Sheriff General 3241 Sheriff General 3240 Sheriff General 3220 Sheriff General 3210 Sheriff General 3211 Sheriff General 3241 Sheriff General 3240 Sheriff General 3220 Sheriff General 3220 EOS Premium 3230 Sheriff General 3210 Sheriff General 3211 Sheriff General 3241 Sheriff General 3240 Sheriff General 3220 Sheriff General 3230 Sheriff General 3210 Sheriff General 3240 Sheriff General 3241 Sheriff General 3230 Sheriff General 3220 Sheriff General 3210 Sheriff General 3211 Sheriff General 3230 Sheriff General 3210 Sheriff General 3240 Sheriff General 3241 Sheriff General 3230 Sheriff General 3241 Sheriff General 3220 Sheriff General 3211 Sheriff General 3241 Sheriff General 3240 Sheriff General 3220 Sheriff General 3210 Sheriff General 3211 Sheriff General 3241 Sheriff General 3221 Sheriff General 3211 Sheriff General 3240 Sheriff General 3220 Sheriff General 3210 Sheriff General 9 12 12 5 12 12 12 12 12 10 10 10 10 1.5 10 10 10 10 10 10 5.75 10 10 5.25 10 10 10 10 2 10 10 10 10 4.75 10 10 12 12 12 12 12 12 4 2 12 3 12 15 -Oct -23 18:00 16 -Oct -23 6:00 Monticello (60) 15 -Oct -23 18:00 16 -Oct -23 6:00 Monticello (60) 15 -Oct -23 10:00 15 -Oct -23 22:00 Monticello (60) 15 -Oct -23 6:00 15 -Oct -23 18:00 Monticello (60) 16 -Oct -23 8:00 16 -Oct -23 20:00 Monticello (60) 16 -Oct -23 8:00 16 -Oct -23 20:00 Monticello (60) 16 -Oct -23 18:00 17 -Oct -23 6:00 Monticello (60) 16 -Oct -23 6:00 16 -Oct -23 10:00 Monticello (60) 16 -Oct -23 18:00 17 -Oct -23 6:00 Monticello (60) 17 -Oct -23 8:00 17 -Oct -23 20:00 Monticello (60) 17 -Oct -23 8:00 17 -Oct -23 20:00 Monticello (60) 17 -Oct -23 6:00 17 -Oct -23 10:00 Monticello (60) 17 -Oct -23 18:00 18 -Oct -23 6:00 Monticello (60) 17 -Oct -23 18:00 18 -Oct -23 6:00 Monticello (60) 18 -Oct -23 18:00 19 -Oct -23 6:00 Monticello (60) 18 -Oct -23 10:00 18 -Oct -23 22:00 Monticello (60) 18 -Oct -23 6:00 18 -Oct -23 18:00 Monticello (60) 18 -Oct -23 8:00 18 -Oct -23 20:00 Monticello (60) 18 -Oct -23 18:00 19 -Oct -23 6:00 Monticello (60) 19 -Oct -23 18:00 20 -Oct -23 6:00 Monticello (60) 19 -Oct -23 10:00 19 -Oct -23 22:00 Monticello (60) 19 -Oct -23 6:00 19 -Oct -23 18:00 Monticello (60) 19 -Oct -23 8:00 19 -Oct -23 20:00 Monticello (60) 19 -Oct -23 18:00 20 -Oct -23 6:00 Monticello (60) 20 -Oct -23 8:00 20 -Oct -23 20:00 Monticello (60) 20 -Oct -23 18:00 21 -Oct -23 6:00 Monticello (60) 20 -Oct -23 18:00 21 -Oct -23 6:00 Monticello (60) 20 -Oct -23 10:00 20 -Oct -23 22:00 Monticello (60) 20 -Oct -23 22:00 20 -Oct -23 22:45 Extra Hours: Mo 20 -Oct -23 6:00 20 -Oct -23 18:00 Monticello (60) 21 -Oct -23 8:00 21 -Oct -23 20:00 Monticello (60) 21 -Oct -23 18:00 22 -Oct -23 6:00 Monticello (60) 21 -Oct -23 16:00 21 -Oct -23 18:00 Monticello (60) 21 -Oct -23 18:00 22 -Oct -23 6:00 Monticello (60) 21 -Oct -23 10:00 21 -Oct -23 22:00 Monticello (60) 21 -Oct -23 6:00 21 -Oct -23 16:00 Monticello (60) 22 -Oct -23 8:00 22 -Oct -23 20:00 Monticello (60) 22 -Oct -23 18:00 23 -Oct -23 6:00 Monticello (60) 22 -Oct -23 18:00 23 -Oct -23 6:00 Monticello (60) 22 -Oct -23 10:00 22 -Oct -23 22:00 Monticello (60) 22 -Oct -23 6:00 22 -Oct -23 18:00 Monticello (60) 23 -Oct -23 8:00 23 -Oct -23 18:00 Monticello (60) 23 -Oct -23 18:00 24 -Oct -23 4:00 Monticello (60) 23 -Oct -23 20:00 24 -Oct -23 6:00 Monticello (60) 23 -Oct -23 6:00 23 -Oct -23 6:45 Extra Hours: Mo 23 -Oct -23 10:00 23 -Oct -23 20:00 Monticello (60) 23 -Oct -23 20:00 23 -Oct -23 21:30 Extra Hours: Mo 3240 Sheriff General 3241 Sheriff General 3220 Sheriff General 3210 Sheriff General 3211 Sheriff General 3220 Sheriff General 3241 Sheriff General 3210 Sheriff General 3240 Sheriff General 3211 Sheriff General 3220 Sheriff General 3210 Sheriff General 3240 Sheriff General 3241 Sheriff General 3240 Sheriff General 3220 Sheriff General 3210 Sheriff General 3211 Sheriff General 3241 Sheriff General 3240 Sheriff General 3220 Sheriff General 3210 Sheriff General 3211 Sheriff General 3241 Sheriff General 3211 Sheriff General 3241 Sheriff General 3240 Sheriff General 3220 Sheriff General 3220 EOS Premium 3210 Sheriff General 3211 Sheriff General 3241 Sheriff General 3210 Sheriff General 3240 Sheriff General 3220 Sheriff General 3210 Sheriff General 3211 Sheriff General 3241 Sheriff General 3240 Sheriff General 3220 Sheriff General 3210 Sheriff General 3211 Sheriff General 3240 Sheriff General 3241 Sheriff General 3240 Sheriff Premium 3220 Sheriff General 3220 EOS Premium 12 12 12 12 12 12 12 4 12 12 12 4 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.75 12 12 12 2 12 12 10 12 12 12 12 12 10 10 10 0.75 10 1.5 23 -Oct -23 16:00 24 -Oct -23 2:00 Monticello (60) 3230 Sheriff General 10 23 -Oct -23 6:00 23 -Oct -23 16:00 Monticello (60) 3210 Sheriff General 10 23 -Oct -23 17:30 23 -Oct -23 22:00 Extra Hours: Mo Deputy Sheriff General 4.5 24 -Oct -23 8:00 24 -Oct -23 18:00 Monticello (60) 3211 Sheriff General 10 24 -Oct -23 20:00 25 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 10 24 -Oct -23 18:00 25 -Oct -23 4:00 Monticello (60) 3240 Sheriff General 10 24 -Oct -23 10:00 24 -Oct -23 20:00 Monticello (60) 3220 Sheriff General 10 24 -Oct -23 16:00 25 -Oct -23 2:00 Monticello (60) 3230 Sheriff General 10 24 -Oct -23 6:00 24 -Oct -23 16:00 Monticello (60) 3210 Sheriff General 10 25 -Oct -23 18:00 26 -Oct -23 4:00 Monticello (60) 3240 Sheriff General 10 25 -Oct -23 16:00 26 -Oct -23 2:00 Monticello (60) 3230 Sheriff General 10 25 -Oct -23 14:00 25 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 8 25 -Oct -23 6:00 25 -Oct -23 16:00 Monticello (60) 3210 Sheriff General 10 25 -Oct -23 8:00 25 -Oct -23 18:00 Monticello (60) 3211 Sheriff General 10 25 -Oct -23 20:00 26 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 10 26 -Oct -23 7:45 26 -Oct -23 15:45 Monticello (60) 3210 Sheriff General 8 26 -Oct -23 18:00 27 -Oct -23 4:00 Monticello (60) 3240 Sheriff General 10 26 -Oct -23 20:00 27 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 10 26 -Oct -23 16:00 27 -Oct -23 2:00 Monticello (60) 3230 Sheriff General 10 26 -Oct -23 10:00 26 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 12 26 -Oct -23 6:00 26 -Oct -23 7:45 Monticello (60) 3210 Sheriff General 1.75 26 -Oct -23 15:45 26 -Oct -23 16:00 Monticello (60) 3210 Sheriff General 0.25 26 -Oct -23 8:00 26 -Oct -23 18:00 Monticello (60) 3211 Sheriff General 10 27 -Oct -23 7:45 27 -Oct -23 15:45 Monticello (60) 3210 Sheriff General 8 27 -Oct -23 14:00 27 -Oct -23 18:00 Monticello (60) 3211 Sheriff General 4 27 -Oct -23 18:00 28 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 12 27 -Oct -23 18:00 28 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 27 -Oct -23 16:00 27 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 6 27 -Oct -23 6:00 27 -Oct -23 7:45 Monticello (60) 3210 Sheriff General 1.75 27 -Oct -23 15:45 27 -Oct -23 18:00 Monticello (60) 3210 Sheriff General 2.25 27 -Oct -23 8:00 27 -Oct -23 14:00 Monticello (60) 3211 Sheriff General 6 28 -Oct -23 18:00 29 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 12 28 -Oct -23 18:00 29 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 28 -Oct -23 12:00 29 -Oct -23 0:00 Monticello (60) 3211 Sheriff General 12 28 -Oct -23 10:00 28 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 12 28 -Oct -23 6:00 28 -Oct -23 18:00 Monticello (60) 3210 Sheriff General 12 29 -Oct -23 6:00 29 -Oct -23 18:00 Monticello (60) 3211 Sheriff General 12 29 -Oct -23 18:00 30 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 12 29 -Oct -23 18:00 30 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 29 -Oct -23 10:00 29 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 12 29 -Oct -23 6:00 29 -Oct -23 18:00 Monticello (60) 3210 Sheriff General 12 30 -Oct -23 8:00 30 -Oct -23 20:00 Monticello (60) 3211 Sheriff General 12 30 -Oct -23 18:00 31 -Oct -23 6:00 Monticello (60) 3241 Sheriff General 12 30 -Oct -23 18:00 31 -Oct -23 6:00 Monticello (60) 3240 Sheriff General 12 30 -Oct -23 10:00 30 -Oct -23 22:00 Monticello (60) 3220 Sheriff General 12 30 -Oct -23 6:00 30 -Oct -23 18:00 Monticello (60) 3210 Sheriff General 12 31 -Oct -23 8:00 31 -Oct -23 20:00 Monticello (60) 3211 Sheriff General 12 31 -Oct -23 18:00 1 -Nov -23 6:00 Monticello (60) 31 -Oct -23 18:00 1 -Nov -23 6:00 Monticello (60) 31 -Oct -23 10:00 31 -Oct -23 22:00 Monticello (60) 31 -Oct -23 6:00 31 -Oct -23 18:00 Monticello (60) 3241 Sheriff General 3240 Sheriff General 3220 Sheriff General 3210 Sheriff General TOTAL: 12 12 12 1 ') 1,813.75