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City Council Agenda Packet 06-12-2023AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, June 12, 2023 — 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING Monticello Community Center 4:30 p.m. 4:30 p.m. Pointes at Cedar Update 5:00 p.m. Discussion on Public Works Facility 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 May 22, 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 - The 2022 Consumer Confidence/Annual Water Report - Odd/Even Lawn Watering Schedule - Park and Recreation Needs Assessment Survey • MCC Announcements - Music on the Mississippi - Farmers Market F. Council Liaison Update • BCOL • IEDC • Planning Commission • EDA G. Department Updates • Legislative Update • Engineering/Public Works 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 adopting Resolution 2023-45 accepting donations of $2,298.48 from the Wright County Fire Chief Association for Fire Department rescue harnesses and $370 from Reinke Food Truck for Hi -Way Liquor general use E. Consideration of approving an application for a temporary charitable gambling permit for a raffle and bingo to be conducted by the Wright County Ducks Unlimited, Chapter 39 on July 30, 2023 at Nordic Brew Pub, 530 Cedar Street F. Consideration of approving a special event permit You're Not Alone for Raise the Ruff event on June 21, 2023 G. Consideration of amending 2023 city facility hours calendar to include Juneteenth and approval of additional holiday hours H. Consideration of approving plans and specifications and authorizing the advertisement of bids for the Flashing Yellow Arrow (FYA) Upgrades Project I. Consideration of adopting Resolution 2023-46 calling for a public hearing on June 26, 2023, for vacation of drainage and utility easements as legally described for a portion of Country Club Manor 2nd Addition J. Consideration of approving quote from Michels Power, Inc. for FiberNet installation within the Country Club Manor 2nd development for $78,012.93 K. Consideration of approving the purchase of a permanent easement for improvements to County Ditch 33 for a total amount of $63,000 L. Consideration of approving a contract with McDowall Company for the replacement of HVAC system and connection of boilers for the Wastewater Treatment Plant in the amount of $83,054 M. Consideration of approving a contract with RJM Construction for repairs to the Monticello Community Center for a total cost of $166,613 contingent on approval from the League of MN Cities Insurance Trust 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of adopting Resolution 2023-47 accepting bids and awarding project to New Look Contracting, Inc. for the 2023 Elm Street Improvements Safe Routes to School Project in the amount of $1,174,235.25 and adopting Resolution 2023-48 accepting the grant 5. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, May 22, 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. Motion carried unanimously. C. Approval of Meeting Minutes • Regular Meeting Minutes from May 8, 2023 Councilmember Gabler moved approval of the meeting minutes. Councilmember Martie seconded. Motion carried unanimously. D. Citizen Comments • None. E. Public Service Announcements • Haley Foster, Communications & Marketing Specialist, gave an update on the following: - Memorial Day Hours - Downtown Detour - No Mow May - Tree City USA - MFS's Annual Golf Tournament - MCC Summer Business Hours - Summer Swim at Bertram - Farmers Market - Movie in the Park - Walk & Roll City Council Minutes: May 22, 2023 Page 1 1 6 F. Council Liaison Updates • EDA—Councilmember Hinz provided an update on the EDA meeting held May 10. The EDA discussed the following: MontiArts Arts Project for Block 34; WCSO use of vacant lot for canine training; LOST update; tourism economic impact study; and housing study. • MOAA —Angela Schumann, Community Development Director, gave an update. • 1-94 Coalition — Councilmember Gabler noted that the coalition met by zoom and there was a federal update and a Minnesota state gas tax update. G. Department Update • Staff response to Citizen Comments — Rachel Leonard, City Administrator, updated the City Council on the request to allow Class 1 ATVs to operate as Class 2 on roadways in the city. Staff's recommendation is to leave the ordinance as written allowing Class 1 ATVs in designated areas. Scott Cutsforth, requested that the area is expanded for Class 1 ATVs. There was consensus by the City Council to leave the ordinance as written. 2. Consent Agenda: Councilmember Gabler moved approval of the Consent Agenda excluding items H, I, and J. 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 $947,484.60. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for MCC and departures for MCC, Parks, Fire, and Liquor Store. C. Consideration of approving the sale/disposal of surplus city property. Action taken: No report this cycle. D. Consideration of approving annual liquor license renewals for 2023-2024. Action taken: Licenses were approved. E. Consideration of approving a special event permit for the annual Riverfest celebration on July 14-16, 2023, and approving a temporary liquor license submitted by the Monticello Lions. Action taken: Event permit was approved. F. Consideration of approving appointment of Cory Ritter to the Industrial Economic Development Committee (IEDC) for a term ending December 31, 2023. Action taken: Approved the appointment. City Council Minutes: May 22, 2023 Page 2 16 G. Consideration of not waiving monetary limits on municipal tort liability established by Minnesota Statutes. Action taken: Authorized not waiving monetary limits. H. Consideration of adopting Resolution 2023-40 adopting the Wright County All - Hazard Mitigation Plan. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. Consideration of adopting Resolution 2023-41 approving an amendment to Country Club Manor Second Addition (Headwaters West) Planned Unit Development District. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. J. Consideration of approving Change Order #1 for School Boulevard Safe Routes to School Project in the amount of $31,602.25 and PUD Adjustment conditions modification. Action taken: ITEM WAS REMOVED FROM THE CONSENT FM44►U7ev K. Consideration of accepting quotes and awarding contract to Northwest Asphalt and Maintenance for the 2023 Crack Seal Project in the amount of $90,285. Action taken: Awarded contract to Northwest Asphalt and Maintenance. L. Consideration of authorizing Braun Intertec to complete geotechnical explorations for the construction of a new public works facility at a cost of $27,700. Action taken: Authorized Braun Intertec to conduct geotechnical explorations. M. Consideration of adopting Resolution 2023-42 accepting improvements and authorizing final payment of $60,529.40 to Castrejon, Inc. for the installation of FiberNet Facilities in the Stony Brook development. Action taken: Adopted Resolution accepting improvements and authorizing final payment to Castrejon, Inc. N. Consideration of approving a Special Event Permit allowing use of Ellison Park, city streets and related assistance for Party in the Park on Thursday, July 13, 2023, and approving temporary liquor license for VFW for the event. Applicant: Monticello Chamber of Commerce. Action taken: Approved special event permit and temporary liquor license. O. Consideration of approving a special event permit allowing use of Ellison Park and related assistance in conjunction with Art in the Park/Taste of Monticello on Saturday, July 15, 2023. Applicant: Monticello Chamber of Commerce. Action taken: Approved special event permit. City Council Minutes: May 22, 2023 Page 3 1 6 2A. Consideration of items removed from the consent agenda for discussion 2H. Consideration of adopting Resolution 2023-40 adopting the Wright County All - Hazard Mitigation Plan Councilmember Gabler removed the item for comments. The Emergency Manager contact needs to be update and nuclear disaster is not included in the plan. Rachel Leonard noted that nuclear disaster plan is operated through the State, and they work with the County. This plan is focused on natural disasters, but the city can ask that this be updated to reflect the nuclear disaster plan before adoption by FEMA. Councilmember Gabler moved for approval of the plan. Councilmember Hinz seconded the motion. Motion carried unanimously. 21. Consideration of adopting Resolution 2023-41 approving an amendment to Country Club Manor Second Addition (Headwaters West) Planned Unit Development District Councilmember Gabler removed the item to question whether or not the amendment sets a precedent. Steve Grittman responded that it does not set a precedent, as it is project specific. Councilmember Gabler moved to adopt the resolution. Councilmember Martie seconded the motion. Motion carried unanimously. 2l. Consideration of approving Change Order #1 for School Boulevard Safe Routes to School Project in the amount of $31,602.25 and PUD Adjustment conditions modification Councilmember Gabler removed the item for clarification on contractor's business title and make sure that the change order was discussed with the school. Councilmember Gabler moved approval of Change Order #1. Councilmember Murdoff seconded the motion. Motion carried unanimously. 3. Public Hearings: A. Consideration of adopting Resolution 2023-43 authorizing Amendments to the UMC Minnesota Investment Fund (MIF) Grant Agreement and the MIF Loan Agreement extending the iob creation compliance timeline from June 30, 2023, to June 20. 2024 Jim Thares, Economic Development Manager, presented the item and gave a brief overview and noted that the amendment will extend the grant City Council Minutes: May 22, 2023 Page 4 16 performance timeline from June 2023 to June 2024 to meet their job creation requirements. Mayor Hilgart opened the public hearing. No one testified. Mayor Hilgart closed the public hearing. Councilmember Hinz moved to adopt resolution authorizing the amendment. Councilmember Gabler seconded the motion. Motion carried unanimously. B. Consideration of adopting Resolution 2023-44 ordering improvement for the Downtown Roadwav and Pedestrian Improvements Proiect Matt Leonard, City Engineer/Public Works Director, presented the item and gave an overview of the project which includes new sidewalk construction and sanitary sewer improvements and Broadway Street and Walnut Street. The preliminary assessment roll indicates an assessment of $3650 per sewer connection and $5,009 per parcel for sidewalk. The total project cost is estimated at $1,113,491.60 with assessments totaling $191,870.90. The schedule for the project includes construction commencing late July 2023 with substantial completion in October 2024. Mayor Hilgart opened the public hearing. The following individual testified: Bill Miller, 111 W. Broadway Street; Mr. Miller spoke against the proposed new sidewalk and the assessment for the sidewalk, as the sidewalk does not benefit the property owner. He is concerned that the location of the sidewalk is not safe because the traffic moves fast in this area. He also questioned whether the city could talk to the school about allowing parking when their driveway is not accessible. Mayor Hilgart closed the public hearing. City Councilmembers discussed the project and the support of assessing for new sidewalks. Councilmember Hinz questioned where funding would come from if the sidewalk costs were not assessed. Sarah Rathlisberger, Finance Director, noted that the funds would come from liquor store and DMV transfers and from Capital Projects fund. Mayor Hilgart commented that precedent was set on a similar project on Elm Street with the school and sidewalk connection. Councilmember Murdoff commented that the assessment is high and could be lowered. Councilmembers Gabler and Martie both noted their support of no assessment for sidewalks. City Council Minutes: May 22, 2023 Page 5 16 Councilmember Gabler moved to adopt Resolution 2023-44 ordering improvements with amendment that sidewalks would not be assessed. Councilmember Hinz seconded the motion. Motion carried unanimously. 4. Regular Agenda: 5. Adjournment: The meeting was adjourned at 7:48 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: May 22, 2023 Page 6 1 6 City Council Agenda: 6/12/2023 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ® Consent Agenda Item Finance Director 6/12/2023 ❑ 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 $1,231,443.95. REFERENCE AND BACKGROUND City staff submits the attached bill registers and purchasing card registers for approval by Council. The bill registers contain all invoices processed and the purchasing card registers contain all card purchases made since the last Council meeting. Subject to MN Statutes, most invoices require Council approval prior to releasing checks for payment. The day following Council approval, payments will be released unless directed otherwise. A credit purchasing agreement and policy was approved by Council initially and card purchases must comply with the policy. If Council has no questions or comments on the bill and purchase card registers, these can be approved with the consent agenda. If requested, this item can be removed from consent and discussed prior to making a motion for approval. 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 CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: debbie.gulbrandson Printed: 05/31/2023 - 3:39PM Batch: 00206.05.2023 - 206.05.2023 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 1 ACH Enabled: False 3603673 Resale- Beer 115.40 06/01/2023 609-49750-425200 3605021 Resale - Beer 178.40 06/01/2023 609-49750-425200 Check Total: 293.80 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 2 ACH Enabled: True 106813700 Freight 1.90 06/01/2023 609-49750-433300 106813700 Bags - (500) 60#. (500) 50#, (500) 1/2# 263.00 06/01/2023 609-49754-421990 106813700 Resale - Hot green beans, pickled green beans 85.10 06/01/2023 609-49750-425500 106813700 Resale - Lime juice 66.00 06/01/2023 609-49750-425400 106847300 Bags - (500) 60#. (500) quart 169.50 06/01/2023 609-49754-421990 106847300 Resale - Olives (6) jars 19.55 06/01/2023 609-49750-425500 106847300 Resale - clamato juice, Martini mix, old fashione 132.90 06/01/2023 609-49750-425400 106847300 Freight 1.48 06/01/2023 609-49750-433300 99446700 Resale - Liquor 7,573.12 06/01/2023 609-49750-425100 99446700 Resale - Wine 328.00 06/01/2023 609-49750-425300 99446700 Freight 100.37 06/01/2023 609-49750-433300 99488000 Resale- Liquor 865.60 06/01/2023 609-49750-425100 99488000 Freight 10.73 06/01/2023 609-49750-433300 99530400 Resale- wine 192.00 06/01/2023 609-49750-425300 99530400 Resale - liquor 5,234.89 06/01/2023 609-49750-425100 99530400 Freight 64.35 06/01/2023 609-49750-433300 Check Total: 15,108.49 Vendor: 1067 BERNICK'S Check Sequence: 3 ACH Enabled: False 10080320 Resale - Beer 3,017.55 06/01/2023 609-49750-425200 10080320 Resale - NA beer 131.50 06/01/2023 609-49750-425400 10080321 Resale - Water, pop 123.76 06/01/2023 609-49750-425400 10080322 Resale - water, pop, gatorade, propel, for cones; 338.16 06/01/2023 226-45125-425410 10081099 Resale - Beer 111.50 06/01/2023 609-49750-425200 10082930 Resale - Beer NA 131.50 06/01/2023 609-49750-425400 AP -Computer Check Proof List by Vendor (05/31/2023 - 3:39 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference 10082930 Resale - Beer 2,047.50 06/01/2023 609-49750-425200 10082931 Resale - Pop 133.60 06/01/2023 609-49750-425400 10082932 Resale - Beer credit -22.30 06/01/2023 609-49750-425200 Check Total: 6,012.77 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 4 ACH Enabled: False 349225100 Resale- Liquor 3,753.09 06/01/2023 609-49750-425100 349225100 Resale - Wine 172.00 06/01/2023 609-49750-425300 349225100 Resale - Cocktail cherries 91.00 06/01/2023 609-49750-425400 349225100 Freight 68.19 06/01/2023 609-49750-433300 410967112 Freight -4.95 06/01/2023 609-49750-433300 410967112 Resale - Liquor credit -325.95 06/01/2023 609-49750-425100 410982962 Resale - Liquor credit -226.95 06/01/2023 609-49750-425100 410982962 Freight -3.30 06/01/2023 609-49750-433300 Check Total: 3,523.13 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 5 ACH Enabled: True 2834803 Resale - Beer credit -48.58 06/01/2023 609-49750-425200 2834804 Resale - NA Beer, bloody mary mix, club soda, l 266.29 06/01/2023 609-49750-425400 2834804 Resale - Juice; apple, cranberry, orange 179.60 06/01/2023 609-49750-425500 2834804 Resale - Beer 19,727.60 06/01/2023 609-49750-425200 2834804 Resale - Liquor 1,565.20 06/01/2023 609-49750-425100 2837885 Resale - Beer credit -65.35 06/01/2023 609-49750-425200 2837886 Resale- Cranberry & Orange juice 78.00 06/01/2023 609-49750-425500 2837886 Resale - Beer 11,891.80 06/01/2023 609-49750-425200 2837886 Resale -Bloody mary mix, soda, club soda, tonic 156.18 06/01/2023 609-49750-425400 Check Total: 33,750.74 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 6 ACH Enabled: True 1906826 Resale - Beer 39,800.43 06/01/2023 609-49750-425200 1906826 Resale- Liquor 99.00 06/01/2023 609-49750-425100 1906826 Resale - NA Beer 137.00 06/01/2023 609-49750-425400 1906852 Resale - Beer credit -236.80 06/01/2023 609-49750-425200 1906903 Resale - Beer 3,328.00 06/01/2023 609-49750-425200 1909203 Resale - Beer 855.80 06/01/2023 609-49750-425200 1909203 Resale - NA Beer 127.15 06/01/2023 609-49750-425400 1911567 Resale - NA Beer 32.10 06/01/2023 609-49750-425400 1911567 Resale - Beer 43,956.54 06/01/2023 609-49750-425200 1911763 Resale- Beer 969.00 06/01/2023 609-49750-425200 1911927 Resale - Beer credit -301.30 06/01/2023 609-49750-425200 AP -Computer Check Proof List by Vendor (05/31/2023 - 3:39 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 1914627 Resale - Beer 2,832.00 06/01/2023 609-49750-425200 1914627 Resale - NA Beer, liquid ice blue 532.30 06/01/2023 609-49750-425400 Check Total: 92,131.22 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 7 ACH Enabled: True 1618826 Resale - Beer 2,163.10 06/01/2023 609-49750-425200 1620789 Resale- Liquor 83.40 06/01/2023 609-49750-425100 1622049 Resale - Beer 1,397.78 06/01/2023 609-49750-425200 Check Total: 3,644.28 Vendor: 6126 DREKKAR BREWING CO LLC Check Sequence: 8 ACH Enabled: False 15832 Resale - Beer 571.50 06/01/2023 609-49750-425200 Check Total: 571.50 Vendor: 3356 INDIAN ISLAND WINERY Check Sequence: 9 ACH Enabled: False 5058 Resale - wine 456.48 06/01/2023 609-49750-425300 Check Total: 456.48 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 10 ACH Enabled: False 2298055 Resale - Liquor 4,831.35 06/01/2023 609-49750-425100 2298055 Freight 73.72 06/01/2023 609-49750-433300 2298056 Resale- Wine 3,036.00 06/01/2023 609-49750-425300 2298056 Resale - Grenadine, mixes: margarita, bloody mz 246.60 06/01/2023 609-49750-425400 2298056 Resale - Grenadine, mixes: margarita, bloody mz 86.00 06/01/2023 609-49750-433300 2299181 Resale - Liquor 2,478.25 06/01/2023 609-49750-425100 2299181 Freight 52.18 06/01/2023 609-49750-433300 2299182 Resale - Miss Mary bloody mary mix 33.50 06/01/2023 609-49750-425400 2299182 Resale - Wine 1,102.78 06/01/2023 609-49750-425300 2299182 Freight 26.94 06/01/2023 609-49750-433300 2299183 Resale - Liquor 27.00 06/01/2023 609-49750-425100 2301486 Resale - Liquor 1,903.18 06/01/2023 609-49750-425100 2301486 Freight 31.39 06/01/2023 609-49750-433300 2301487 Freight 3.87 06/01/2023 609-49750-433300 2301487 Resale - Wine 458.61 06/01/2023 609-49750-425300 2302196 Resale - Liquor 2,480.94 06/01/2023 609-49750-425100 2302196 Freight 44.72 06/01/2023 609-49750-433300 2302197 Freight 17.20 06/01/2023 609-49750-433300 2302197 Resale - wine 706.80 06/01/2023 609-49750-425300 2302693 Resale - Liquor 2,090.42 06/01/2023 609-49750-425100 2302693 Freight 38.18 06/01/2023 609-49750-433300 AP -Computer Check Proof List by Vendor (05/31/2023 - 3:39 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 2302694 Freight 63.64 06/01/2023 609-49750-433300 2302694 Resale - margarita mix, simple syrup 76.00 06/01/2023 609-49750-425400 2302694 Resale - wine 2,252.00 06/01/2023 609-49750-425300 2303975 Resale - Liquor 4,756.20 06/01/2023 609-49750-425100 2303975 Freight 66.79 06/01/2023 609-49750-433300 2303976 Freight 28.81 06/01/2023 609-49750-433300 2303976 Resale - NA wine 70.65 06/01/2023 609-49750-425400 2303976 Resale- Wine 1,114.63 06/01/2023 609-49750-425300 2303977 Resale - Beer 27.00 06/01/2023 609-49750-425200 252223 Resale - liquor credit -1.33 06/01/2023 609-49750-425100 252224 Resale - wine credit -14.67 06/01/2023 609-49750-425300 252430 Resale - Liquor credit -10.45 06/01/2023 609-49750-425100 252431 Resale - Liquor credit -2.00 06/01/2023 609-49750-425100 252432 Resale - Liquor credit -5.50 06/01/2023 609-49750-425100 Check Total: 28,191.40 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 11 ACH Enabled: True 202363 Resale- wine 915.00 06/01/2023 609-49750-425300 202363 Freight 13.50 06/01/2023 609-49750-433300 Check Total: 928.50 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 12 ACH Enabled: True 361626 Resale - Chewing tobacco, pop, (7) cork screws 1,194.17 06/01/2023 609-49750-425400 361626 Resale - Cigarettes 2,784.49 06/01/2023 609-49750-425500 Check Total: 3,978.66 Vendor: 1913 NEW FRANCE WINE Check Sequence: 13 ACH Enabled: False 205160 Resale- wine 296.00 06/01/2023 609-49750-425300 205160 Freight 12.00 06/01/2023 609-49750-433300 Check Total: 308.00 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 14 ACH Enabled: False 6591467 Resale - Liquor 1,062.65 06/01/2023 609-49750-425100 6591467 Freight 18.92 06/01/2023 609-49750-433300 6591468 Freight 1.72 06/01/2023 609-49750-433300 6592531 Freight 44.30 06/01/2023 609-49750-433300 6592531 Resale - Liquor 2,277.65 06/01/2023 609-49750-425100 6592532 Resale- Wine 1,887.48 06/01/2023 609-49750-425300 6592532 Resale- Liquor 99.25 06/01/2023 609-49750-425100 6592532 Resale - Bloody mary mix 56.10 06/01/2023 609-49750-425400 AP -Computer Check Proof List by Vendor (05/31/2023 - 3:39 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 6592532 Freight 58.05 06/01/2023 609-49750-433300 6594483 Freight 32.69 06/01/2023 609-49750-433300 6594483 Resale - Liquor 1,535.76 06/01/2023 609-49750-425100 6594484 Resale- Wine 44.00 06/01/2023 609-49750-425300 6594484 Freight 1.72 06/01/2023 609-49750-433300 6596367 Resale- Liquor 927.60 06/01/2023 609-49750-425100 6596367 Freight 15.48 06/01/2023 609-49750-433300 6596368 Freight 22.36 06/01/2023 609-49750-433300 6596368 Resale - NA wine, margarita mix 168.00 06/01/2023 609-49750-425400 6596368 Resale - Wine 562.00 06/01/2023 609-49750-425300 698269 Resale - Liquor credit -2.96 06/01/2023 609-49750-425100 698270 Freight -0.50 06/01/2023 609-49750-433300 698270 Resale - Liquor credit -134.40 06/01/2023 609-49750-425100 Check Total: 8,677.87 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 15 ACH Enabled: False 2346283 Resale- Liquor 700.83 06/01/2023 609-49750-425100 2346283 Freight 7.47 06/01/2023 609-49750-433300 2346284 Freight 5.60 06/01/2023 609-49750-433300 2346284 Resale- Wine 371.75 06/01/2023 609-49750-425300 86499 Resale - Wine credit -6.65 06/01/2023 609-49750-425300 Check Total: 1,079.00 Vendor: 1527 TOTAL REGISTER SYSTEMS INC Check Sequence: 16 ACH Enabled: False 1704 Annual renewal - Keystroke S/W update, total ce 1,814.64 06/01/2023 702-00000-431900 Check Total: 1,814.64 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 17 ACH Enabled: True 3202311 Resale - Pop, tonic, club soda, monster 932.75 06/01/2023 609-49750-425400 Check Total: 932.75 Vendor: 1684 VINOCOPIA Check Sequence: 18 ACH Enabled: True 0329617 -IN Resale - Wine 112.00 06/01/2023 609-49750-425300 0329617 -IN Resale - liquor 150.00 06/01/2023 609-49750-425100 0329617 -IN Freight 5.00 06/01/2023 609-49750-433300 0329689 -IN Resale - Wine 32.01 06/01/2023 609-49750-425300 Check Total: 299.01 Vendor: 1572 THE WINE COMPANY Check Sequence: 19 ACH Enabled: True AP -Computer Check Proof List by Vendor (05/31/2023 - 3:39 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 236051 Resale - wine 856.00 06/01/2023 609-49750-425300 236051 Resale - liquor 444.00 06/01/2023 609-49750-425100 236051 Freight 21.00 06/01/2023 609-49750-433300 Check Total: 1,321.00 Vendor: 1206 WINEBOW INC. Check Sequence: 20 MN00130889 Resale - Wine 306.48 06/01/2023 609-49750-425300 MN00130889 Resale - Liquor 478.50 06/01/2023 609-49750-425100 MN00130889 Freight 11.25 06/01/2023 609-49750-433300 Check Total: 796.23 Total for Check Run: 203,819.47 Total of Number of Checks: 20 The preceding list of bills was reviewed and approved for payment. Date: 6/12/23 Approved by: Mayor Lloyd Hilgart ACH Enabled: True AP -Computer Check Proof List by Vendor (05/31/2023 - 3:39 PM) Page 6 Accounts Payable Computer Check Proof List by Vendor User: Julie.Cheney Printed: 06/01/2023 - 3:52PM Batch: 00204.05.2023 - 204.05.2023 Xcel/CPE Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 1102 CENTERPOINT ENERGY Check Sequence: 1 ACH Enabled: True 05/31/2023 5863599-6 - Animal Shelter 99.67 05/31/2023 101-42700-438100 05/31/2023 5828859-8 - Storage Garage 90.73 05/31/2023 101-41940-438100 05/31/2023 5864452-7 - Library 654.86 05/31/2023 101-45501-438100 05/31/2023 5837384-6 - Publc Works 1,518.42 05/31/2023 101-43127-438100 05/31/2023 6401745330-5 - 349 W Broadway 278.96 05/31/2023 101-45204-438100 05/31/2023 5788570-9 - Hi Way Liquor 829.60 05/31/2023 609-49754-438100 05/31/2023 5804618-6 - Parks (Fallon) 16.04 05/31/2023 101-45201-438100 05/31/2023 5768542-2 - MCC 7,630.54 05/31/2023 226-45126-438100 05/31/2023 5768542-2 - City Hall 329.97 05/31/2023 101-41940-438100 05/31/2023 5820786-1 - Public Works 257.36 05/31/2023 101-43127-438100 05/31/2023 5799425-3 - Public Works 623.39 05/31/2023 101-43127-438100 05/31/2023 5821009-7 - Parks 763.65 05/31/2023 101-45201-438100 05/31/2023 5768542-2 - National Guard 164.98 05/31/2023 101-42800-438100 05/31/2023 5768542-2 - Senior Center 123.74 05/31/2023 101-45175-438100 05/31/2023 8000015233-2 - WWTP 5,714.31 05/31/2023 602-49480-438100 05/31/2023 5806932-9 - Parks 102.63 05/31/2023 101-45201-438100 05/31/2023 5799427-9 - Public Works 176.20 05/31/2023 101-43127-438100 05/31/2023 11077481-7 - Fire Station 1,442.60 05/31/2023 101-42200-438100 05/31/2023 8235333-5 - DMV 98.58 05/31/2023 653-41990-438100 05/31/2023 5843395-4 - Facilities 131.85 05/31/2023 701-00000-438100 05/31/2023 6402462182-9 - Help Center 127.62 05/31/2023 701-00000-438100 05/31/2023 8235331-9 - DMV 153.20 05/31/2023 653-41990-438100 05/31/2023 6403095858-7 - 213 W Broadway (JOTL Monti 246.14 05/31/2023 101-45204-438100 Check Total: 21,575.04 Vendor: 4394 DAXKO, LLC Check Sequence: 2 ACH Enabled: True INV211400 Membership Key Tags 1,501.10 05/31/2023 226-45122-421990 INV211451 Club Automation upfront fees 500.00 05/31/2023 226-45122-443990 Check Total: 2,001.10 AP -Computer Check Proof List by Vendor (06/01/2023 - 3:52 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2050 DEMVI LLC Check Sequence: 3 ACH Enabled: True 5/25/2023 Parking Lot Maintenance - May 2023 213.86 05/31/2023 213-46301-443990 Check Total: 213.86 Vendor: 6041 HEALTHEQUITY INC Check Sequence: 4 ACH Enabled: True 16502420 Participant Fee - May 2023 41.00 05/31/2023 101-41800-413500 40618282 FSA- Dependent Care 192.30 05/31/2023 101-00000-217200 40618282 FSA -Medical -9.59 05/31/2023 101-00000-217300 40634881 FSA -Medical 141.00 05/31/2023 101-00000-217300 Check Total: 364.71 Vendor: 5188 HEALTHY CONTRIBUTIONS Check Sequence: 5 ACH Enabled: True 5/31/2023 AARP Supplement/At Your Best 6.45 05/31/2023 226-45122-430900 Check Total: 6.45 Vendor: 5646 JACK HENRY & ASSOCIATES, INC. Check Sequence: 6 ACH Enabled: True 4292792 Client Account Fees - May 2023 56.72 05/31/2023 226-45122-443980 Check Total: 56.72 Vendor: 4732 MONEY MOVERS, INC. Check Sequence: 7 ACH Enabled: True 157634 Fitness Rewards - April 2023 18.75 05/31/2023 226-45122-430900 Check Total: 18.75 Vendor: 3679 SUPERIOR PRESS Check Sequence: 8 ACH Enabled: True 5/12/2023 Deposit Slips (1,000) 159.03 05/31/2023 101-41520-421990 5/12/2023 Deposit Bags (500) 149.26 05/31/2023 101-41520-421990 Check Total: 308.29 Vendor: 4470 US BANK - BONDS Check Sequence: 9 ACH Enabled: True 2270425 GO Bonds 2013B - WWTP - Interest 19,852.50 05/31/2023 602-49480-461100 Check Total: 19,852.50 Vendor: 1585 XCEL ENERGY Check Sequence: 10 ACH Enabled: True 05/31/23 51-6505911-8 -DMV 475.90 05/31/2023 653-41990-438100 05/31/23 51-6505911-8 - Facilities Mgmt 161.86 05/31/2023 701-00000-438100 05/31/23 51-6505915-2 - Parks 755.14 05/31/2023 101-45201-438100 05/31/23 51-6505911-8 -MCC 7,104.71 05/31/2023 226-45126-438100 05/31/23 51-6505912-9 - Animal Shelter 120.73 05/31/2023 101-42700-438100 AP -Computer Check Proof List by Vendor (06/01/2023 - 3:52 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference 05/31/23 51-6505911-8 - Library 1,061.27 05/31/2023 101-45501-438100 05/31/23 51-6505907-2 - Park Lots- auto 87.52 05/31/2023 101-43160-438100 05/31/23 51-6505907-2 - Parking Lots 90.15 05/31/2023 101-43160-438100 05/31/23 51-6505905-0 - Water 10,943.60 05/31/2023 601-49440-438100 05/31/23 51-6505915-2 - Ice Rink 33% 114.36 05/31/2023 601-49440-438100 05/31/23 ZZZNEP-IMPLEM- 51-6505908-3 21.03 05/31/2023 101-42500-438100 05/31/23 51-6505911-8 - City Hall 1,568.57 05/31/2023 101-41940-438100 05/31/23 51-6505914-1 - Shop/Garage 1,449.98 05/31/2023 101-43127-438100 05/31/23 51-6505911-8 - Fire Station 1,223.09 05/31/2023 101-42200-438100 05/31/23 51-7780310-4 - Bldg. Inspec. G 61.10 05/31/2023 101-41940-438100 05/31/23 51-0623082-8 - MontiArts 91.73 05/31/2023 101-45204-438100 05/31/23 51-6505915-2 - NSP- Softball 249.04 05/31/2023 101-45203-438100 05/31/23 51-6505911-8- Liquor Store 1,675.82 05/31/2023 609-49754-438100 05/31/23 51-6505906-1 - Sewer 1,723.65 05/31/2023 602-49490-438100 05/31/23 51-0395766-0 - Ramsey Pumphous 0.00 05/31/2023 601-49440-438100 05/31/23 51-6505911-8 - Senior Center 369.08 05/31/2023 101-45175-438100 05/31/23 51-6572904-0- WWTP 0.00 05/31/2023 602-49480-438100 05/31/23 51-6505915-2 -NSP- consc/sec. 53.80 05/31/2023 101-45203-438100 05/31/23 51-6505916-3 - Street Lights 14,742.01 05/31/2023 101-43160-438100 05/31/23 51-0371645-4 - SwanCam 0.00 05/31/2023 101-45201-438100 05/31/23 51-6505911-8 - National Guard 184.54 05/31/2023 101-42800-438100 05/31/23 51 -6505911 -8 -Parks Bldg 519.09 05/31/2023 101-45201-438100 05/31/23 51-13295413-8 - 103 Pine St 0.00 05/31/2023 213-46301-438100 05/31/23 51 -13295413 -8 -Parks 0.00 05/31/2023 101-45201-438100 05/31/23 51-13295413-8 - Water 0.00 05/31/2023 601-49440-438100 05/31/23 51-13295413-8 -Streets 0.00 05/31/2023 101-43120-438100 05/31/23 51-0013373403-2 - MontiArts 109.55 05/31/2023 101-45204-438100 05/31/23 Solar Reward Credit -14,479.01 05/31/2023 101-41310-362140 05/31/23 amount booked to AR 0.00 05/31/2023 101-00000-115030 Check Total: 30,478.31 The preceding list of bills payable was reviewed and approved for payment. Total for Check Run: 74,875.73 Date: 6/12/23 Approved by: Total of Number of Checks: 10 Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (06/01/2023 - 3:52 PM) Page 3 Accounts Payable CITY' OF Computer Check Proof List by Vendor Moiiii6effo User: Julie.Cheney Printed: 06/08/2023 - 8:31AM Batch: 00202.06.2023 - 202.06.2023 AP Invoice No Description Amount Payment Date Acct Number Reference Vendor: 2925 1 ST LINE/LEEWES VENTURES LLC Check Sequence: 1 ACH Enabled: False 145481 Flavored syrups for concessions (4) 442.25 06/13/2023 226-45125-425410 Check Total: 442.25 Vendor: 1018 ALLIED BLACKTOP COMPANY Check Sequence: 2 ACH Enabled: False 9615 Road Oil (126 gals) 743.40 06/13/2023 101-43120-422400 Check Total: 743.40 Vendor: 6232 AMERICAN FLAGPOLE & FLAG CO Check Sequence: 3 ACH Enabled: False 181697 US Flag, POW Flag, MN Flag 179.60 06/13/2023 701-00000-421990 Check Total: 179.60 Vendor: 1039 AQUA LOGIC INC Check Sequence: 4 ACH Enabled: True 2223 Labor & misc parts - Replumb pool manual fill 1 2,118.80 06/13/2023 701-00000-440100 2224 Labor & misc parts - Replumb pool manual fill 1 546.20 06/13/2023 701-00000-440100 Check Total: 2,665.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 5 ACH Enabled: False 3606893 Resale - Beer 115.40 06/13/2023 609-49750-425200 363427 Resale - Beer credit -9.24 06/13/2023 609-49750-425200 Check Total: 106.16 Vendor: 4046 AST SPORTS, INC Check Sequence: 6 ACH Enabled: True 6847 Shirts (5) (MG 151.12 06/13/2023 101-42400-421990 6856 Jacket (MG) 51.80 06/13/2023 101-42400-421990 6858 (1) lace hoodie plus embr. 42.80 06/13/2023 226-45122-421990 6859 (1) ladies jacket - Bella Wood 51.00 06/13/2023 226-45122-421990 6860 (6) uniform polos plus embroidery - Tom P 176.70 06/13/2023 101-45201-421990 AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Check Total Vendor: 1368 AUTO VALUE MONTICELLO 21211375 Starter Solenoid 21211497 Conspicuity Tape Roll 21211560 107-8 Fix It Pack (2) - Street Sweeper 21211570 30/30 Piggyback Kits - Street Sweeper (2) 21211573 106-8 Fix It Pack (4) - Street Sweeper 21211844 HD Oil, Coolant, Oil & Fuel Filters 21211915 Mass Air Flow Sensor 21212076 Mass Air Flow Sensor - Core Charge Return 21212124 Air Filter - Street Sweeper 21212188 12-10 GA 50 Amp BCC 21212202 12-10 GA 50 AMP BCC 21212305 Fuel Treatment 21212352 Copper Core Spark Plug Check Total: Vendor: 2808 AUTOMATIC SYSTEMS CO Pay App #12 19C003 CONSTR - 2021 SCADA Improvement Pay App #12 19C003 CONSTR - 2021 SCADA Improvement Check Total: Vendor: 1062 BEAUDRY OIL COMPANY 2349742 Diesel Fuel (460.6 gals) @ $2.90 2351200 Unleaded Fuel (700.70 gals) @ $2.794 473.42 25.99 231.56 32.06 112.36 57.52 101.10 129.83 -32.84 126.22 7.99 7.99 22.98 6.88 829.64 181,945.41 181,945.41 363,890.82 1,476.20 2,171.47 3,647.67 177.50 0.81 1,592.30 11.55 56.00 24,209.50 254.22 1,411.55 27,713.43 Check Sequence: 7 06/13/2023 101-43120-422110 06/13/2023 101-43127-421990 06/13/2023 101-43120-421990 06/13/2023 101-43120-421990 06/13/2023 101-43120-422110 06/13/2023 101-43127-422120 06/13/2023 101-43120-422110 06/13/2023 101-43120-422110 06/13/2023 101-43120-422110 06/13/2023 101-43120-422100 06/13/2023 101-43120-422100 06/13/2023 101-43127-421990 06/13/2023 101-43120-422100 Check Sequence: 8 06/13/2023 601-00000-165010 06/13/2023 602-00000-165010 Check Sequence: 9 06/13/2023 101-43120-421200 06/13/2023 101-43120-421200 Check Sequence: 10 06/13/2023 609-49750-425400 06/13/2023 609-49750-433300 06/13/2023 609-49750-425100 06/13/2023 609-49750-433300 06/13/2023 609-49750-425300 06/13/2023 609-49750-425100 06/13/2023 609-49750-433300 06/13/2023 609-49750-425100 ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 2 Check Total: Vendor: 1065 BELLBOY CORPORATION 106876000 Resale - Margarita mix, bloody mary mix, clama 106876000 Freight 99582700 Resale - Liquor 99582700 Freight 99598000 Resale - Wine 99598000 Resale - Liquor 99598000 Freight 99655900 Resale - Liquor Check Total: 473.42 25.99 231.56 32.06 112.36 57.52 101.10 129.83 -32.84 126.22 7.99 7.99 22.98 6.88 829.64 181,945.41 181,945.41 363,890.82 1,476.20 2,171.47 3,647.67 177.50 0.81 1,592.30 11.55 56.00 24,209.50 254.22 1,411.55 27,713.43 Check Sequence: 7 06/13/2023 101-43120-422110 06/13/2023 101-43127-421990 06/13/2023 101-43120-421990 06/13/2023 101-43120-421990 06/13/2023 101-43120-422110 06/13/2023 101-43127-422120 06/13/2023 101-43120-422110 06/13/2023 101-43120-422110 06/13/2023 101-43120-422110 06/13/2023 101-43120-422100 06/13/2023 101-43120-422100 06/13/2023 101-43127-421990 06/13/2023 101-43120-422100 Check Sequence: 8 06/13/2023 601-00000-165010 06/13/2023 602-00000-165010 Check Sequence: 9 06/13/2023 101-43120-421200 06/13/2023 101-43120-421200 Check Sequence: 10 06/13/2023 609-49750-425400 06/13/2023 609-49750-433300 06/13/2023 609-49750-425100 06/13/2023 609-49750-433300 06/13/2023 609-49750-425300 06/13/2023 609-49750-425100 06/13/2023 609-49750-433300 06/13/2023 609-49750-425100 ACH Enabled: False ACH Enabled: True ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1067 BERNICK'S Check Sequence: 11 ACH Enabled: False 100083651 Resale- Beer 119.50 06/13/2023 609-49750-425200 1005131 Resale - Beer 2,752.45 06/13/2023 609-49750-425200 10085132 Resale - Pop 47.52 06/13/2023 609-49750-425400 Check Total: 2,919.47 Vendor: 6235 BJ BASS BUILDERS INC Check Sequence: 12 ACH Enabled: False 6/6/2023 23D006 - Grading Escrow Refund 32,040.00 06/13/2023 101-00000-220110 Check Total: 32,040.00 Vendor: 1079 BOYER TRUCKS - LAUDERDALE Check Sequence: 13 ACH Enabled: True 003P39803 Brake S1ackAdjusters (2) Truck #150 185.22 06/13/2023 101-43120-422110 003P40626 Brake Slack Adjusters (2), Chamber T-24 291.94 06/13/2023 101-43120-422110 003P40761 Hose 8 CB SAE 45 Swivel End (2) 61.42 06/13/2023 101-43120-422110 003P40766 Lightweight Clevis Kits (2) 27.70 06/13/2023 101-43120-422110 003P40848 Hoses (2) 57.56 06/13/2023 101-43120-422110 003P41450 Hoses 8 CB 06MPT x SAE45 SWVL (2) 41.88 06/13/2023 101-43120-422110 Check Total: 665.72 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 14 ACH Enabled: False 110508569 Resale- Liquor 3,211.17 06/13/2023 609-49750-425100 110508569 Resale- Wine 308.00 06/13/2023 609-49750-425300 110508569 Freight 43.47 06/13/2023 609-49750-433300 110610149 Resale- Liquor 3,220.59 06/13/2023 609-49750-425100 110610149 Resale - Margarita & bloody mary mixes 90.11 06/13/2023 609-49750-425400 110610149 Freight 41.27 06/13/2023 609-49750-433300 Check Total: 6,914.61 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 15 ACH Enabled: True 2840679 Resale - Beer credit -126.98 06/13/2023 609-49750-425200 2840682 Resale - Beer 15,522.95 06/13/2023 609-49750-425200 2840682 Resale - NA Beer 245.95 06/13/2023 609-49750-425400 2840682 Resale - Club soda, lemon sour, lime & reg tonic 56.00 06/13/2023 609-49750-425500 2842992 Resale - Beer credit -95.01 06/13/2023 609-49750-425200 2842992 Resale - NA Beer credit -21.95 06/13/2023 609-49750-425400 2842992 Resale - Cranberry juice credit -8.67 06/13/2023 609-49750-425500 2843221 Resale - Beer 23,156.85 06/13/2023 609-49750-425200 2843221 Resale - NA beer, club soda, lemon sow 224.95 06/13/2023 609-49750-425400 2843221 Resale - Liquor 102.00 06/13/2023 609-49750-425100 2843221 Resale - Apple, cranberry, orange juice 152.40 06/13/2023 609-49750-425500 AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 4 Check Total: 39,208.49 Vendor: 1103 CENTRAL HYDRAULICS INC Check Sequence: 16 ACH Enabled: False 568229 Black Cylinder - Build New Rod, Seals, Rings, 366.93 06/13/2023 101-43120-422100 81303 Hose, Swivel Elbow, Male NPTF Pipe, Female 865.31 06/13/2023 101-43120-422100 81493 Face seals (2) 5/16, (2) 3/8 13.74 06/13/2023 101-45201-421600 Check Total: 1,245.98 Vendor: 1106 CENTRAL MCGOWAN INC Check Sequence: 17 ACH Enabled: True 240228 Monthly tank rental 76.00 06/13/2023 701-00000-421600 Check Total: 76.00 Vendor: 4861 CORE & MAIN LP Check Sequence: 18 ACH Enabled: False 5878744 Socket Tire - 5 Pt Penta Socket 210.22 06/13/2023 601-49440-421990 5884505 Hydrant Buddy - Hydrant & Valve Oper 3,794.60 06/13/2023 601-49440-424100 5889018 15" F & C Water IMP (4) 540.10 06/13/2023 601-49440-422710 Check Total: 4,544.92 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 19 ACH Enabled: True 1911567-2 Resale - beer 2,208.40 06/13/2023 609-49750-425200 1914675 Resale - beer credit -117.00 06/13/2023 609-49750-425200 1917589 Resale - beer 1,810.40 06/13/2023 609-49750-425200 1917590 Resale - Beer 44,897.10 06/13/2023 609-49750-425200 1917590 Resale - Root beer, NA beer 212.70 06/13/2023 609-49750-425400 1917802 Resale - beer credit -74.80 06/13/2023 609-49750-425200 1921043 Resale - Beer 568.45 06/13/2023 609-49750-425200 1921043 Resale - NA beer 117.85 06/13/2023 609-49750-425400 1923018 Resale - beer 123.60 06/13/2023 609-49750-425200 Check Total: 49,746.70 Vendor: 1136 GORDON J DEHMER Check Sequence: 20 ACH Enabled: False 3594 Annual maintenance & repairs to fire extinguislu 226.40 06/13/2023 701-00000-431990 Check Total: 226.40 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 21 ACH Enabled: True 053123 Resale - NA beer 83.00 06/13/2023 609-49750-425400 1625589 Resale - Beer 633.65 06/13/2023 609-49750-425200 1625589 Resale - Liquor 136.80 06/13/2023 609-49750-425100 AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 5 Check Total: 853.45 Vendor: 6233 DIESEL COMPONENTS INC Check Sequence: 22 ACH Enabled: False D000031827 Holset Turbocharger 1,261.21 06/13/2023 101-43125-422100 Check Total: 1,261.21 Vendor: 6234 ANTHONY DIGATONO Check Sequence: 23 ACH Enabled: False 06/02/23 Performing at the Farmer's Market 200.00 06/13/2023 226-45127-431991 Check Total: 200.00 Vendor: 6126 DREKKAR BREWING CO LLC Check Sequence: 24 ACH Enabled: False 15719 Resale - Beer 792.00 06/13/2023 609-49750-425200 15892 Resale - Beer 857.25 06/13/2023 609-49750-425200 Check Total: 1,649.25 Vendor: 5306 ANDREW DUSZYNSKI Check Sequence: 25 ACH Enabled: False 06/02/23 Performing at the Monti Farmers Market 200.00 06/13/2023 226-45127-431991 Check Total: 200.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 26 ACH Enabled: True 948856 202315 - PH Roberg CUP Ad# 1317265 168.00 06/13/2023 101-41910-435100 948857 PH Monti 2040 Amend Ad# 1317269 168.00 06/13/2023 101-41910-435100 948858 202320 - PH Berg CUP Ad# 1317270 168.00 06/13/2023 101-41910-435100 950209 PH UMC Subsidy Ad# 1318885 194.25 06/13/2023 213-46541-435100 Check Total: 698.25 Vendor: 1878 ESS BROTHERS & SONS INC Check Sequence: 27 ACH Enabled: False DD2897 Curb Boxes (4), Hardware 652.80 06/13/2023 101-43120-422400 Check Total: 652.80 Vendor: 4336 FARM -RITE EQUIPMENT INC Check Sequence: 28 ACH Enabled: False P72987 Tooth - Left (14), Right (14), Straight (4) 304.48 06/13/2023 101-43120-422100 Check Total: 304.48 Vendor: 2561 FERGUSON WATERWORKS Check Sequence: 29 ACH Enabled: False WL005773 1 1/2 Mach 10, LF Brz 1 1/2 & 2 Mtr Flg Kits 1,396.97 06/13/2023 601-49440-422710 WL005778 3 HYD Meter Usg w/NST Coup 1,778.96 06/13/2023 601-49440-422701 AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 6 Check Total: 3,175.93 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 30 ACH Enabled: True 06/02/23 Reimbursement: EBT & CR/DR tokens, Market 71.00 06/13/2023 226-45127-431992 Check Total: 71.00 Vendor: 5992 GERTEN GREENHOUSES & GARDEN CENI Check Sequence: 31 ACH Enabled: False 201339/12 (2) PT treeage, (1) 100 Pk arbor plugs 1,046.05 06/13/2023 101-45201-421600 201431/12 Quick Jet Air Rebuild Kit 30.00 06/13/2023 101-46102-422990 Check Total: 1,076.05 Vendor: 1223 HAWKINS INC Check Sequence: 32 ACH Enabled: True 6476659 Polymer - Aqua Hawk - WWTP 12,949.11 06/13/2023 602-49480-421990 6482168 Chemicals for City Wells 11,056.30 06/13/2023 601-49440-421600 Check Total: 24,005.41 Vendor: 4326 HD SUPPLY INC Check Sequence: 33 ACH Enabled: False INV00010312 Water Level Meter, Floatswitch, 2 Channel Switi 1,087.02 06/13/2023 601-49440-421990 Check Total: 1,087.02 Vendor: 5954 ERIK HEURING Check Sequence: 34 ACH Enabled: True 05/31/23 Work boot reimbursement - Erick Heuring 141.50 06/13/2023 101-45201-421990 Check Total: 141.50 Vendor: 5487 JONATHAN HOPKINS Check Sequence: 35 ACH Enabled: False 06/02/23 Reimbursement - EBT, CR/DR tokens 28.00 06/13/2023 226-45127-431992 Check Total: 28.00 Vendor: 5512 HYDROCORP HYDRO -DESIGNS, INC. Check Sequence: 36 ACH Enabled: True 0072016 -IN Cross Connection Control Program - Insp & Rpt 741.00 06/13/2023 601-49440-431990 0072473 -IN Cross Connection Control Program - Insp & Rpt 741.00 06/13/2023 601-49440-431990 Check Total: 1,482.00 Vendor: 6013 I.M.S. - INDUSTRIAL MAINTENANCE SUPP Check Sequence: 37 ACH Enabled: False 5713 Catch Basin Repair (4) 2,000.00 06/13/2023 101-43120-440990 Check Total: 2,000.00 AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 3971 INTL UNION OF OPER ENGINEERS LOCAL July 2023 22,720.00 Health Insurance - Union - July 2023 101-00000-217061 Check Total: Vendor: 1253 J H LARSON COMPANY A102945970.001 Flourescent Lamp 40W T5 Long (20) ACH Enabled: False 110.20 Check Total: Vendor: 3369 JAKE'S EXCAVATING INC 5203 Full Burial - 5/23/23 - Wrona Check Total: Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. 2306432 Resale - Liquor 2306432 Freight 2306433 Freight 2308142 1,477.50 Freight 2308142 Resale - Liquor 2308143 609-49750-433300 Resale - Wine 2308143 06/13/2023 Resale - Bloody mary, pina colada mixes, sweet 2308143 70.44 Freight 2310125 Resale - Liquor 2310125 609-49750-425100 Freight 2312270 06/13/2023 Resale - Liquor 2312270 179.90 Freight 2312271 Freight 2312271 609-49750-433300 Resale - NA wine, ginger beer 2312271 06/13/2023 Resale - Wine 2312272 18.92 Resale - Beer 609-49750-433300 Check Total: Vendor: 5974 JOTL PROPERTIES, LLC 106 06/13/2023 June 2023 213 West Broadway Rent 22.93 Check Total: Vendor: 5444 JULIA KAROS 4691 609-49750-425400 June 2023 - Cleaning Fire/Law Enforcement AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 7 Check Sequence: 38 ACH Enabled: False 22,720.00 06/13/2023 101-00000-217061 22,720.00 Check Sequence: 39 ACH Enabled: False 110.20 06/13/2023 701-00000-421990 110.20 Check Sequence: 40 ACH Enabled: True 550.00 06/13/2023 215-49010-431150 550.00 Check Sequence: 41 ACH Enabled: False 1,477.50 06/13/2023 609-49750-425100 46.44 06/13/2023 609-49750-433300 1.72 06/13/2023 609-49750-433300 70.44 06/13/2023 609-49750-433300 4,109.62 06/13/2023 609-49750-425100 2,272.00 06/13/2023 609-49750-425300 179.90 06/13/2023 609-49750-425400 75.68 06/13/2023 609-49750-433300 785.00 06/13/2023 609-49750-425100 18.92 06/13/2023 609-49750-433300 1,131.60 06/13/2023 609-49750-425100 17.20 06/13/2023 609-49750-433300 22.93 06/13/2023 609-49750-433300 72.30 06/13/2023 609-49750-425400 746.44 06/13/2023 609-49750-425300 54.00 06/13/2023 609-49750-425200 11,081.69 Check Sequence: 42 ACH Enabled: False 1,530.00 06/13/2023 101-45204-441200 1,530.00 Check Sequence: 43 ACH Enabled: True 560.00 06/13/2023 701-00000-431100 Page 7 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 8 Check Total: 560.00 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 44 ACH Enabled: True 202986 Freight 12.50 06/13/2023 609-49750-433300 202986 Resale- Wine 482.65 06/13/2023 609-49750-425300 203594 Resale - wine 1,616.35 06/13/2023 609-49750-425300 203594 Resale- Liquor 159.00 06/13/2023 609-49750-425100 203594 Freight 22.50 06/13/2023 609-49750-433300 Check Total: 2,293.00 Vendor: 5270 JUDITH KOVACS Check Sequence: 45 ACH Enabled: True 06/02/23 Reimbursement: EBT & CR/DR tokens, Market 32.00 06/13/2023 226-45127-431992 Check Total: 32.00 Vendor: 6230 TYLER LAMBERT Check Sequence: 46 ACH Enabled: True 6/6/2023 Reimbursement for Non Oxy Gas Purchased on ] 23.06 06/13/2023 101-43120-421200 Check Total: 23.06 Vendor: 3829 STEVE LANGANKI Check Sequence: 47 ACH Enabled: True 1858 Porta Toilet Rental (3/21 - 4/17/23) 696.00 06/13/2023 101-45201-431901 1868 Porta Toilet Rental (4/18 - 5/15/23) 1,665.00 06/13/2023 101-45201-431901 Check Total: 2,361.00 Vendor: 5285 LAWSON PRODUCTS, INC. Check Sequence: 48 ACH Enabled: False 9310617738 (95) ty-rap; (100) cable ties; (30) hose clamps, rr. 874.99 06/13/2023 101-45201-422990 Check Total: 874.99 Vendor: 1290 LEAGUE OF MINNESOTA CITIES Check Sequence: 49 ACH Enabled: False 381851 Annual Adobe Pro DC 61.72 06/13/2023 702-00000-431900 Check Total: 61.72 Vendor: 6238 LUNDEEN BROTHERS FORD Check Sequence: 50 ACH Enabled: False 36060 Solder rear defrost wire to back glass 54.99 06/13/2023 101-42200-440500 Check Total: 54.99 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 51 ACH Enabled: True 362423 Resale - Cigarettes, pineapple juice 2,620.35 06/13/2023 609-49750-425500 AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 362423 Resale - Cigars, chewing tobacco, lighters, pop,1 510.80 06/13/2023 609-49750-425400 Check Total: 3,131.15 Vendor: 1305 MACQUEEN EQUIPMENT LLC Check Sequence: 52 ACH Enabled: True P50232 Parts - Switch - Push/Pull 175.41 06/13/2023 101-43120-422100 Check Total: 175.41 Vendor: 1306 MAIN STREET DESIGNS INC Check Sequence: 53 ACH Enabled: False 34485 30 x 84 City Logo Banners (10) 1,200.00 06/13/2023 101-43120-421990 Check Total: 1,200.00 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 54 ACH Enabled: True 502838428 5/24/23 - 6/24/23 - Contract Payment 1,544.06 06/13/2023 702-00000-431900 INV 11238319 5/22/23 - 6/21/23 - Contract Payment - Unify IT 3,798.85 06/13/2023 702-00000-431900 INV 11260870 Cisco Meraki MX84 Advanced Security License 1,335.00 06/13/2023 702-00000-431900 Check Total: 6,677.91 Vendor: 5258 SHANE MARTIN Check Sequence: 55 ACH Enabled: False 06/05/23 Performing at Music on the Mississippi 2,500.00 06/13/2023 226-45127-431991 Check Total: 2,500.00 Vendor: 1314 MCDOWALL COMPANY Check Sequence: 56 ACH Enabled: False 644610 Annual Maintenance Agreement #C0517001 - 6/ 480.00 06/13/2023 656-00000-202099 644611 Annual Maintenance Agreement #C0518 - 6/1/2: 220.00 06/13/2023 701-00000-431900 644612 Annual Maintenance Agreement #C0519 - 6/1/2: 375.00 06/13/2023 701-00000-431900 Check Total: 1,075.00 Vendor: 5719 MIDWEST SOUND AND STAGE INC Check Sequence: 57 ACH Enabled: False 1590 Staging for Music on the Mississippi 500.00 06/13/2023 226-45127-431990 Check Total: 500.00 Vendor: 6053 JOSH MILLER Check Sequence: 58 ACH Enabled: True 06/06/23 Work boot reimbursement - Josh Miller 99.95 06/13/2023 101-45201-421990 Check Total: 99.95 Vendor: 4317 MINNESOTA ASSOCIATION OF CEMETERII Check Sequence: 59 ACH Enabled: False 6/6/2023 Association Fees 2023 - Riverside Cemetery 75.00 06/13/2023 215-49010-421990 AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 10 Check Total: 75.00 Vendor: 4216 MINNESOTA EQUIPMENT Check Sequence: 60 ACH Enabled: False P97387 Springs, nuts, washers, oil (1) gal 58.33 06/13/2023 101-45201-422990 Check Total: 58.33 Vendor: 1743 CITY OF MONTICELLO Check Sequence: 61 ACH Enabled: False 2/13/2023 Card for IEDC Memeber 4.97 06/13/2023 213-46301-421990 2/13/2023 Postage Return LOC 18.24 06/13/2023 101-41910-432200 Check Total: 23.21 Vendor: 4691 MONTICELLO MEMORIALS, LLC Check Sequence: 62 ACH Enabled: False 22312 Columbarium Personalized Niche Front - Reyno 360.00 06/13/2023 215-49010-431990 Check Total: 360.00 Vendor: 5586 MOOSE LAKE BREWING CO. Check Sequence: 63 ACH Enabled: True 53023-003 Resale- Beer 96.00 06/13/2023 609-49750-425200 Check Total: 96.00 Vendor: 5998 SADIE NIELSEN Check Sequence: 64 ACH Enabled: True Mar/Apr/May 23 Monti Arts intern - March, April, May'23 (109.5 2,190.00 06/13/2023 101-45204-431990 Check Total: 2,190.00 Vendor: 2928 NUSS TRUCK AND EQUIPMENT Check Sequence: 65 ACH Enabled: True PSO003280-1 Coolant Pipe, Sealing Ring, Hose, Hose Clamp 232.27 06/13/2023 101-43120-422110 Check Total: 232.27 Vendor: 5211 RANDI O'KEEFE KRIER Check Sequence: 66 ACH Enabled: True June 1st Semi Monthly Contract Payment 1,622.25 06/13/2023 101-42700-431200 Check Total: 1,622.25 Vendor: 5393 OERTEL ARCHITECTS Check Sequence: 67 ACH Enabled: False 23-01.1 23C002 - Public Works Facitility Project Mgmt 30,935.77 06/13/2023 401-43300-453010 Check Total: 30,935.77 Vendor: 1411 OLSON & SONS ELECTRIC INC Check Sequence: 68 ACH Enabled: True AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 20047 Photo Cell 120-277V Knuckle 34.10 06/13/2023 101-43120-421990 Check Total: 34.10 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 69 ACH Enabled: False 16662 LV5 2350 (4.01) 340.85 06/13/2023 101-43120-422400 16727 LV5 2350(5.01) 425.85 06/13/2023 101-43120-422400 16737 LV5 2350 (5.02) 426.70 06/13/2023 101-43120-422400 16752 LV5 2350 (5.02) 426.70 06/13/2023 101-43120-422400 16773 SPWEA240B (1.97) 154.33 06/13/2023 101-43120-422400 16784 LV5 2350 (5.01) 425.85 06/13/2023 101-43120-422400 16799 LV5 2350 (255.85) 255.85 06/13/2023 101-43120-422400 16799 SPWEA240B 80.69 06/13/2023 101-43120-422400 16816 LV5 2350 (3.04) 258.40 06/13/2023 101-43120-422400 Check Total: 2,795.22 Vendor: 4633 PERFORMANCE FOOD GROUP INC Check Sequence: 70 ACH Enabled: True 593605 Resale - MCC Concession food 741.57 06/13/2023 226-45125-425410 602815 Resale - MCC Concession food 610.23 06/13/2023 226-45125-425410 605150 Resale - MCC Concession food 448.18 06/13/2023 226-45125-425410 611574 Resale - MCC Concession food 742.01 06/13/2023 226-45125-425410 Check Total: 2,541.99 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 71 ACH Enabled: False 6598412 Resale- Liquor 731.25 06/13/2023 609-49750-425100 6598412 Freight 25.81 06/13/2023 609-49750-433300 6600878 Resale - Liquor 1,192.73 06/13/2023 609-49750-425100 6600878 Freight 21.50 06/13/2023 609-49750-433300 6600879 Freight 25.81 06/13/2023 609-49750-433300 6600879 Resale- Wine 430.25 06/13/2023 609-49750-425300 6602552 Freight 92.89 06/13/2023 609-49750-433300 6602552 Resale - Liquor 4,565.61 06/13/2023 609-49750-425100 6602553 Resale- Wine 1,111.40 06/13/2023 609-49750-425300 6602553 Resale - margarita mix 52.15 06/13/2023 609-49750-425400 6602553 Freight 44.72 06/13/2023 609-49750-433300 Check Total: 8,294.12 Vendor: 5454 PROFESSIONAL CLEANING SERVICES LLC Check Sequence: 72 ACH Enabled: True 1194 Cleaning Services - May 2023 10,670.00 06/13/2023 701-00000-431100 AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 12 Check Total: 10,670.00 Vendor: 5431 QUADIENT FINANCE USA INC Check Sequence: 73 ACH Enabled: False 6/4/2023 Postage DMV: Titles, Registrations, etc. (11) 155.72 06/13/2023 653-41990-432200 6/4/2023 Postage Purchased 5/11/23 1,000.00 06/13/2023 101-00000-155010 Check Total: 1,155.72 Vendor: 5304 REINDERS INC. Check Sequence: 74 ACH Enabled: False 3095468-00 30 Gal Surge Amine Herbicide 2,309.55 06/13/2023 101-45201-421600 3095604-00 30 Gal Surge Amine Herbicide 2,309.55 06/13/2023 101-45201-421600 3095605-00 Hydration A Plus Wetting Agent (4) 1,160.00 06/13/2023 101-45201-421600 Check Total: 5,779.10 Vendor: 4962 RENGEL PRINTING COMPANY, INC Check Sequence: 75 ACH Enabled: True 159512 (100) Duty Officer reports 88.20 06/13/2023 101-42200-421990 Check Total: 88.20 Vendor: 6231 SHORT ELLIOTT HENDRICKSON INC Check Sequence: 76 ACH Enabled: False 446798 23C004 - Flashing Yellow Arrow Project 10,453.91 06/13/2023 403-43162-453010 Check Total: 10,453.91 Vendor: 6236 ADDISON SIMARD Check Sequence: 77 ACH Enabled: True 06/01/23 Reimburse Lifeguard Training Cert - Addison Si 60.00 06/13/2023 226-45124-431990 Check Total: 60.00 Vendor: 4474 SITE ONE LANDSCAPE SUPPLY Check Sequence: 78 ACH Enabled: False 130138357-001 For Spreader: Gearset Assembly, Rotor, Diaphra 388.69 06/13/2023 101-45201-422500 Check Total: 388.69 Vendor: 6237 LEE SOORS Check Sequence: 79 ACH Enabled: True 06/07/23 Reimburse commercial toilet seat - Lee Soots 28.98 06/13/2023 226-45126-421990 Check Total: 28.98 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS, Check Sequence: 80 ACH Enabled: False 2348755 Freight 11.20 06/13/2023 609-49750-433300 2348755 Resale - Liquor 1,369.78 06/13/2023 609-49750-425100 2348756 Resale - Wine 1,178.92 06/13/2023 609-49750-425300 AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference 2348756 Freight 15.40 06/13/2023 609-49750-433300 2351164 Freight 24.27 06/13/2023 609-49750-433300 2351164 Resale - Liquor 2,291.43 06/13/2023 609-49750-425100 2351165 Resale- Wine 452.00 06/13/2023 609-49750-425300 2351165 Freight 7.00 06/13/2023 609-49750-433300 2351166 Freight 0.23 06/13/2023 609-49750-433300 2351167 Freight 0.46 06/13/2023 609-49750-433300 Check Total: 5,350.69 Vendor: 5506 ST MICHAEL SPINAL REHAB CENTER Check Sequence: 81 ACH Enabled: False 5/2/2023 Drug Screen - TL 20.00 06/13/2023 101-43120-431990 Check Total: 20.00 Vendor: 1507 STREICHERS INC Check Sequence: 82 ACH Enabled: False I633973 Pants (1) 79.99 06/13/2023 101-42200-421120 Check Total: 79.99 Vendor: 4832 TIFCO INDUSTRIES, INC. Check Sequence: 83 ACH Enabled: True 71870589 Full Body Harness 169.95 06/13/2023 101-43120-421990 71871514 Various Clamps, Bolts, Plugs, Screws, Drill Bits, 350.69 06/13/2023 101-43127-421990 Check Total: 520.64 Vendor: 1539 UNITED LABORATORIES Check Sequence: 84 ACH Enabled: False INV379328 Scrub/Deodorizer (20) 262.00 06/13/2023 101-45201-421600 INV379331 Tar Remover (6 Gal) 491.70 06/13/2023 101-43120-421990 Check Total: 753.70 Vendor: 1550 VEOLIA WATER N AM OPERATING SERV L: Check Sequence: 85 ACH Enabled: True 9000097615 July 2023 - WWTP Operations & Maintenance 68,637.32 06/13/2023 602-49480-430800 Check Total: 68,637.32 Vendor: 1684 VINOCOPIA Check Sequence: 86 ACH Enabled: True 00330454 -IN Freight 16.50 06/13/2023 609-49750-433300 00330454 -IN Resale - Ginger beer 48.00 06/13/2023 609-49750-425400 00330454 -IN Resale- Wine 336.00 06/13/2023 609-49750-425300 00330454 -IN Resale- Liquor 607.50 06/13/2023 609-49750-425100 0330066 -IN Resale - Liquor 333.00 06/13/2023 609-49750-425100 0330066 -IN Resale- Wine 120.00 06/13/2023 609-49750-425300 AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 0330066 -IN Freight 06/13/2023 Check Total: Vendor: 1555 VONCO II LLC V2000074013 Street Sweeping Disposal (87.48 TN) Check Total: Vendor: 1567 WES OLSON ELECTRIC LLC 11103 Labor -ZPARKS ELREST - Install Ground Fault 11103 Parts - ZPARKS ELREST - GE 2 Pole 50A GFC Check Total: Vendor: 1572 THE WINE COMPANY 237393 Resale - Wine 237393 Freight 652-49882-421990 Check Total: Vendor: 5635 WK & ASSOCIATES LLC June Monthly Storage Rent (1/2) June Monthly Storage Rent (1/2) Check Total: Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH 200008266 June 2023 - Deputies Contract Check Sequence: 88 Check Total: Vendor: 5795 WRIGHT COUNTY FINANCE & TAXPAYER SA 2023 2023 Special Assessment Fees 06/13/2023 Check Total: Total for Check Run: Total of Number of Checks: AP -Computer Check Proof List by Vendor (06/08/2023 - 8:31 AM) 10.00 06/13/2023 609-49750-433300 1,471.00 Check Sequence: 87 ACH Enabled: False 1,099.63 06/13/2023 652-49882-421990 1,099.63 Check Sequence: 88 ACH Enabled: True 112.50 06/13/2023 400-43300-453010 1,042.99 06/13/2023 400-43300-453010 1,155.49 Check Sequence: 89 ACH Enabled: True 636.00 06/13/2023 609-49750-425300 19.20 06/13/2023 609-49750-433300 655.20 Check Sequence: 90 ACH Enabled: True 362.50 06/13/2023 101-43120-443990 362.50 06/13/2023 101-43125-443990 725.00 Check Sequence: 91 ACH Enabled: True 159,403.13 06/13/2023 101-42100-430500 159,403.13 Check Sequence: 92 ACH Enabled: False 216.00 06/13/2023 101-41520-431990 216.00 The preceding list of bills payable was reviewed and approved for payment. 952,748.75 Date: 6/12/23 Approved by: 92 Mayor Lloyd Hilgart Page 14 City Council Agenda: 6/12/2023 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: Nx Consent Agenda Item Human Resources Manager 6/12/2023 ❑ 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. Name Tommy Moores Deepak Batheja Reese Smith Jenna O'Flanagan NEW EMPLOYEES Title Streets Worker Liquor Store Clerk Lifeguard Liquor Store Clerk Department Hire Date Class Streets 5/22/2023 Seasonal Hi -Way 6/6/2023 FT MCC 6/7/2023 PT Hi -Way 6/9/2023 FT TERMINATING EMPLOYEES Name Reason Department Effective Date Class Hayden Snyder Voluntary MCC 5/6/23 PT Hallie Hansen Voluntary Parks 5/12/23 Seasonal Jessica Perkins Voluntary Liquor Store 5/16/23 FT Heidi Blaske Voluntary DMV 5/30/23 PT New Hire and Terms City Council 2023: 6/6/2023 City Council Agenda: 6/12/2023 2C. Consideration of approving the sale of Fire Department surplus property Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 6/12/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the sale of the various Parks Department items. REFERENCE AND BACKGROUND The Council is asked to declare certain items as surplus property and authorize the sale or disposal of those items. The Fire Department is selling a variety of supplies with values noted on attached list. They include the following: • Smart Cart • Flashlight with charging base • Ace tool box • Cordless Grinder • Sawzall • 2 cordless sawzalls • Water connector • Foam inductors I. Budget Impact: The value of the equipment. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of sale of surplus property. SUPPORTING DATA • Surplus List Equipment/Supplies Surplus List Department: Fire Date:6/22/2023 1. $100,000 + A. B. 2. $50,000 - $100,000 A. B. 3. $25,000.00 - $50,000.00 A. B. 4. $10,000 - $25,000 A. B. C. 5. $2,500 - $10,000 A. B. C. 6. $1,000 - $2,500 A. Smart Cart B. C. 7. $100 - $1,000 A. Non LED flashlights with charging bank B. C. 8. $0-$100 A. Ace tool Box (small assortment of tools) B. 18V Dewalt cordless grinder ( no Battery) C. Dewalt Sawzall D. 18V cordless Dewalt Sawzall E. 18V cordless Dewalt Sawzall F. 8 hole bolted to 4" threaded water connecion G. Foam inductors City Council Agenda: 6/12/2023 2D. Consideration of adopting Resolution 2023-45 accepting donations of $2,298.48 from the Wrieht Countv Fire Chief Association for rescue harnesses for the Fire Deaartment and $370 from Reinke Food Truck for Hi -Way Liquor general use Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 6/12/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-45 accepting donations of $2,298.48 from the Wright County Fire Chief Association and $370 from Reinke Food. REFERENCE AND BACKGROUND The City Council is asked to approve the following donations: • $2,298.48 from the Wright County Fire Chief Association to purchase rescue harnesses for the Fire Department. • $370 from Reinke Food to be donated to Hi -Way Liquor for general use. As required by State statute, if the City accepts the donation of funds, City Council is required to adopt a resolution specifying the amount of the donation and its use. Budget Impact: The donation received will help offset the costs of the items. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends adopting Resolution 2023-45 accepting the donation. SUPPORTING DATA • Resolution 2023-45 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-45 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION/PURPOSE VALUE Wright County Fire Chief Association Cash/Rescue Harnesses — $2,298.48 Fire Department Reinke Food Cash/Hi-Way Liquor $370 General Use WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the purpose stated above. Adopted by the City Council of Monticello this 12th day of June, 2023. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 6/12/2023 2E. Consideration of approving an application for a temporary charitable gambling permit for a raffle and bingo to be conducted by the Wright County Ducks Unlimited, Chapter 39 on July 30, 2023 at Nordic Brew Pub, 530 Cedar Street Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 6/12/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve the temporary gambling permit for the Wright County Ducks Unlimited, Chapter 39 for an event on July 30, 2023. REFERENCE AND BACKGROUND The Wright County Ducks Unlimited has applied for a temporary charitable gambling permit for a raffle to be held on July 30, 2023. The event is being held at Nordic Brew Pub, 530 Cedar Street. The permit will allow for bingo and a raffle to be held. To receive a permit from the State, the City must approve the application. STAFF RECOMMENDED ACTION City staff recommends approval of the temporary gambling permit. SUPPORTING DATA • Application MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit 4/23 Page 1 of 3 An exempt permit may be issued to a nonprofit Application Fee (non-refundable) organization that: Applications are processed in the order received. If the application • conducts lawful gambling on five or fewer days, and is postmarked or received 30 days or more before the event, the • awards less than $50,000 in prizes during a calendar application fee is $100; otherwise the fee is $150. year. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651-539-1900. service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organization wv-ij Previous Gambling 06CIId`3 Name: fGPermit Number: X- U J Minnesota Tax ID ederal Employer ID Number, if any: ,Number (FEIN), if any: Mailing Address: ® ` (Jr/4w C1 C l V_ City: U Stat Zip: County: i C_�0� CName of Chief Executive Officer (CEO): [e f Lc L4 h CEO Daytime Phone: 3> � -()7 3? CEO Email: 6A K(0 t, c �a 1 (permit will be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): VQ ' JT ,/-kC tv ki cc NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious Veterans 0�1-bther Nonprofit Organization Attach a copy _of_one of the following showing proof of nonprofit status: (DO NOT attacr a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) F-1 A current calendar year Certificate of Good Standing Don t have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 F__] IRS income tax exemption (501(c)) letter in your organization's name Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. RS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted t j (for raffles, list the site where the drawing will take place): Physical Address (do not use P.O. box): 0 C2 ee Check one:,%�/� � C� � �,� / � N City: � V ` 0 ( Zip: v County: F1Township: Zip: County: Date(s) of activity (for raffles, indicate the date of the drawing): Ste' ( -3 U �u Check each type of gambling activity that your organization will conduct: Bingo F-1 Paddlewheels = Pull -Tabs = Tipboards Raffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov/gcb and click on Distributors under the List of Licensees tab, or call 651-539-1900. LG220 Application for Exempt Permit 4/23 Page 2 of 3 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township FIThe application is acknowledged with no waiting period. The application is acknowledged with no waiting period. F-1 The application is acknowledged with a 30 -day waiting F-1 The application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to issue a permit after (60 days for a 1st class city). 30 days. FIThe application is denied. ❑The application is denied. Print City Name: Print County Name: Signature of City Personnel: Signature of County Personnel: Title: Date: Title: Date: information, the Board may not be able to TOWNSHIP (if required by the county) which law or legal order authorizes a new use or On behalf of the township, I acknowledge that the organization address which will remain public. Private data is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or as a consequence, may refuse to issue a permit. The city or county must sign before given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires deny an application, per Minn. Statutes, section 349.213.) access to the information; Minnesota's Depart - submitting application to the This form will be made available in alternative format (i.e. large print, braille) upon request. Gambling Control Board. Print Township Name: Signature of Township Officer: Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this application is c mplete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned to the o rd within 3a days of e v nt da e. Chief Executive Officers Signature: Date: ( ignature ust be CEO's signature; designee may not sign) c��. lC �,� i,, Print Name: / '" l C C REQUIREMENTS MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: Mail application with: • all gambling conducted on two or more consecutive days; or a copy of your proof of nonprofit status; and • all gambling conducted on one day. application fee (non-refundable). If the application is Only one application is required if one or more raffle drawings are postmarked or received 30 days or more before the event, conducted on the same day. the application fee is $100; otherwise the fee is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity is done: To: Minnesota Gambling Control Board A financial report form will be mailed with your permit. Complete 1711 West County Road B, Suite 300 South and return the financial report form to the Gambling Control Roseville, MN 55113 Board. Questions? Your organization must keep all exempt records and reports for Call the Licensing Section of the Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). 651-539-1900. Data privacy notice: The information requested application. Your organization's name and ment or Public 5arery; HLTorney L3enerdi; on this form (and any attachments) will be used address will be public information when received Commissioners of Administration, Minnesota by the Gambling Control Board (Board) to by the Board. All other information provided will Management & Budget, and Revenue; Legislative determine your organization's qualifications to be private data about your organization until the Auditor, national and international gambling be involved in lawful gambling activities in Board issues the permit. When the Board issues regulatory agencies; anyone pursuant to court Minnesota. Your organization has the right to the permit, all information provided will become order; other individuals and agencies specifically refuse to supply the information; however, if public. If the Board does not issue a permit, all authorized by state or federal law to have access your organization refuses to supply this information provided remains private, with the to the information; individuals and agencies for information, the Board may not be able to exception of your organization's name and which law or legal order authorizes a new use or determine your organization's qualifications and, address which will remain public. Private data sharing of information after this notice was as a consequence, may refuse to issue a permit. about your organization are available to Board given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires requested, the Board will be able to process the access to the information; Minnesota's Depart - This form will be made available in alternative format (i.e. large print, braille) upon request. An equal opportunity employer City Council Agenda: 6/12/2023 2F. Consideration of approving a Special Event Permit from You're Not Alone for a Raise the Ruff event at Rustech Brewing on June 21, 2023 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 6/12/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Street Superintendent, Parks & City Administrator Recreation Director Motion to approve the special event permit for Raise the Ruff event on June 21, 2023, including waiving the special event fee and closing of a portion of the 3rd Street parking lot contingent on notification of surrounding business owners and continued coordination with City staff. REFERENCE AND BACKGROUND You're Not Alone submitted a special event permit application for a Raise the Ruff event on Wednesday, June 21, 2023. You're Not Alone is a non-profit whose mission is to provide Minnesota schools with therapy dog teams. This is their 2nd annual fundraiser and includes participation by Wright County Sheriff's Office and Monticello Dog Academy. A flyer is attached for more details on the event. The applicant requested to use a portion of the 3rd Street Parking lot, advertise the closure, and to waive the event fee. The applicant submitted a drawing of the area within the parking lot where the event will take place and requested city resources to block off the area. The applicant will be required to notify surrounding businesses of the lot closure and the event. Budget Impact: N/A II. Staff Impact: N/A III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Staff recommends approving the special event permit as requested, including waiving the fee and closing a portion of 3rd Street parking lot, including city resources to block off the closure and advertise closure contingent on notification of surrounding businesses by the applicant. SUPPORTING DATA A. Application B. Flyer CITY OF Monticello CITY OF MONTICELLO City Clerk 505 Walnut Street, Suite 1 Special Event Permit Monticello, MN 55362 (763) 295-2711 info(&ci.monticello.mn.us Application Checklist Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. PROPERTY INFORMATION Property Address 105 W 3 d Street Monticello Property Legal Description Sect -11 Twp -121 Range — 025 Original Plat Monti Block 035 Property ID Number Owner Name 155010035040 PROPERTY OWNER INFORMATION Bill Burt Owner Address 632886 th St NE Monticello Owner Phone 612-414-9437 Owner Email Bill.burt@Rustechbrewing.com APPLICANT INFORMATION Applicant Name Amy Walz Applicant Address 4790 Cheyenne Ct Monticello Applicant Phone 763-226-0190 Applicant Email Amv.vnausa@gmail.com Name of Event Raise The Ruff Location/Address of Event Rustech Brewery Dates & Times of Event 6/21/23 Event 5-9, set up/cleanup 3:30-10 Complete Application Required The review and consideration of an application submitted shall only occur if such application includes all items that are required in support of the application and is deemed complete by the City Clerk's Office. Application Submission Schedule Application, required information, and payment must be submitted no later than 30 working days prior to desired approval date. Application Information Applicants shall note that in addition to a special event permits, any liquor license or permit, sign permits and building permits for tents may also be required and are not included within the special event permit application and approval. Any requested use of City facilities, City staff resources, City equipment, and/or City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council. In addition, events which occur after 10 PM may requires review and approval by the City Council as related to noise ordinances. Please provide clear information in the application regarding these requests. APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK-IN CHECK Attached and A written narrative including: explanation below 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council attached A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Any event proposing to erect a temporary tent structure is required to obtain a permit from the Monticello Department of Building and Safety and Code Enforcement. Working on Certificate of insurance/liability coverage. this Electronic copies of all written narratives and plan sets required above. I can pay Application fee: online or $50 drop off a check $25 —for non-profit/charitable organization Special Event Review Process • The City Clerk will review all applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. 2 Special Event Temporary Use Permit Approval Criteria Approval of a Special Event Permit shall only be granted once the City Clerk has determined the use shall: • Not be detrimental to property or improvements in the surrounding area or to the public health, safety, or general welfare; • Be compatible with the principal uses taking place on the site; • Not have substantial adverse effects or noise impacts on nearby residential neighborhoods; • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Special Event Permit, the City Clerk's Office is authorized to impose such conditions upon the issuance of the permit as may be necessary to reduce or minimize any potential adverse impacts upon other property in the area, as long as the condition relates to a situation created or aggravated by the proposed special event. The Community Development Department is authorized, where appropriate, to require: 1. Provision of temporary parking facilities, including vehicular access and egress. 2. Control of nuisance factors, such as but not limited to, the prevention of glare or direct illumination of adjacent properties, noise, vibrations, smoke, dust, dirt, odors, gases, and heat. 3. Regulation of temporary buildings, structures and facilities, including placement, height and size, location of equipment and open spaces, including buffer areas and other yards. 4. Provision of sanitary and medical facilities. 5. Provision of solid waste collection and disposal. 6. Provision of security and safety measures. 7. Use of an alternative location or date for the proposed special event. 8. Modification or elimination of certain proposed activities. 9. Regulation of operating hours and days, including limitation of the duration of the special event to a shorter time period than that requested or specified in this subsection. 10. Submission of a performance guarantee to ensure that any temporary facilities or structures used for such proposed special event will be removed from the site within a reasonable time following the event and that the property will be restored to its former condition. 3 Duration of Permit A temporary use permit for a special event authorized in accordance with this subsection shall be limited to a maximum duration of 14 days per site per calendar year, unless otherwise specifically authorized by the City Clerk. Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. t � 5/15/23 1 1� Approved ❑ (Signature) Building Department (Tents) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. tl C _ 5/15/23 CITY APPROVAL (City Clerk Signature) (Date) (Community Development or Building Dept Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification Building Department (Tents) Monticello Community Center Room/Park Reservations Post -Approval Routing/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations 4 Liability Insurance Certificate Received Surrounding Property Owner Notification Complete Written Narrative: Our non-profit You're Not Alone; (www.vnausa.org) will be having our 2"d annual Raise the Ruff fundraiser. We've been blessed to have Rustech offer to host it this year! The event is from 5-9 pm. I've attached a flyer for all details. Derek James of WCCO will present and emcee'ing the event from 6-9 pm. The reason we are applying for this special event permit is that we will likely require part Qhalf) of the parking lot attached to Rustech Brewery to help with the crowd and 2 demonstrations; Wright County Kgs and Monticello Dog Academy will be doing an agility demonstration. We will have 2 food trucks and also 2 other food vendors, a lemonade stand and likely selling Rootbeer. Rustech will be providing all the beer and seltzers. We will have a photo booth spot and tables for vendors as well. We will be having a silent auction inside Rustech in their new Brew Hall Space. Michael Shynes will be performing for us from 7-9 as well outside. We will likely have some vendor booths present that may bring their own small pop up tents (we will have one at our welcome table). We are expecting between 300-400 at the event and will also need the space for seating. We are encouraging people to bring lawn chairs as well as will have additional table and chairs.. We will be supplying 2 additional porta potties as well. Please let us know if there is anything we have overlooked in applying for this permit. We hope that this is okay with the city, we would TRULY appreciate it! Amy Walz President/Visionary of You're Not Alone; 5 You're Not Alone 1 0 your story continues. NOW- 9 Our mission is to equip all Minnesota Schools with therapy (log teams. With the unconditional love of a dog we are; *Learning, practicing & implementing social -emotional skills that promote mental health & wellness, while also using these skills to support ourselves or those around us. *Education about the amazing gifts that animals can play in our lives *Supporting the mental health needs of both students & staff in the school environment *Creating conversations surrounding acceptance, understanding, empathy & non judgment of mental health conditions & challenges *Teaching & promoting strategies to combat bullying and life stressors FdCCI)ook: You're Not Alone; InStdgrdM: OyourenOtdlone-np www.ynausa.org ,�e NU XN,4.$w v your story continues. Annual Fundraiser WednesdayJune2lst, 5 0 :00 - 9:00 pm � 023 Rus -.,tech Brew ing Company 105 W. Third Street Monticello, MN 55362 Music by Noah Of Beautiful Day DJ's from 5:00 - 7:00 pm Wright County K9 Demonstration 6:00pm Monticello Dog Academy Demonstration 6:30pm Music by Michael Shynes from 7:00 - 9:00 pm loin us for a family (& pet) friendly event! Free Will Donations accepted Silent auction, Top It Food Truck, Style Catering, Serenity's Cause Lemonade Stand. beer & seltzer provided tDv Rustecn brewery, t's The Scoop, Forever and Ever Desserts,, ice cream truck - Wha photo booth available for you &your pup www.,yndUSd.org Raise The Ruff Fundraiser Sponsorship Opportunities *Additional YNA; Corporate partnership options available - I'2aC11 out t0 All1y at 763-226-0190 or a111y.yllaUSa@g111a11.00111 Pick ()r theL-.Ltter - $DD 0 0 C • Primary logo placement on billboard, banners, t -shirts, posters, event signage, social media & website • Booth Space (premier location) at Event • Acknowledgement & Opportunity to Speak at Event • 1 Sponsored post on social media & a mention in post leading up to the event Best i*n show - $3,000 • Large logo placement on billboard, banners, t -shirts, posters, event signage, social media & website • Booth Space at Event • Acknowledgement at Event • 1 Sponsored post on social media & a mention in post leading up to the event Top D0� - $1,500 • Large logo placement on billboard, banners, t -shirts, posters, event signage, social media & website • Booth space at event • Acknowledgement at Event • 1 post on social media regarding sponsorship (not boosted) wdggin' Tails X1,0000 • Media logo placement on billboard, banners, t -shirts, posters, event signage, social media & website • Booth space at event • Acknowledgement at Event Puppy Paws - $500 • Small logo placement on banner, t -shirt & event signage www,yndUSd,or9 Yes! Sign Me Ups Email forms to: amy.ynausa@gmail.com Check payable to: You're Not Alone; Mail check to; 4790 Cheyenne Ct, Monticello, MN 55362 Please email invoice to; amy.ynausa@gmail.com Sponsorship deadline: June 3rd, 2023 Pick of the Litter - $5,000 Best in Show - $3,000 Top Doi -X1,500 Wdggin I Tails - $1,V000 Puppy Paws - X500 Vendor Booth - $100 Non -Profit Organizations -Free Will you have promotional items to add to our 200 registration bags? yes or no Will you have a donated silent auction item and/or basket? Yes or no Thank you for your PdWSoMe if supporta! This is your receipt for your contribution. Amount $ *YNA; is a 501(c)(3) Organization www.yndU8d.,or9 City Council Agenda: 6/12/2023 2G. Consideration of amending 2023 city facility hours calendar to include Juneteenth and approval of additional holiday hours Prepared by: Meeting Date: ® Consent Agenda Item Human Resources Manager 6/12/2023 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to amend the 2023 facility hours calendar to include Juneteenth and approve additional holiday hours for full-time employees. REFERENCE AND BACKGROUND A bill to establish Juneteenth (June 19) as a state -recognized holiday was signed into law by Gov. Walz this year. The law was initially set to take effect in 2024, but it was amended later in the legislative session to observe Juneteenth in 2023. As a result, no public business can be conducted on Monday, June 19, 2023. To comply with the new law, staff recommend modifying the 2023 calendar to reflect closing City Hall and Public Works on June 19. The DMV and the community center are proposed to remain open regular business hours. Hi -Way Liquors will be open 9 a.m. — 6 p.m.. In addition, staff request the addition of Juneteenth as a paid holiday starting in 2023. This increases paid holidays from 11 to 12 for all full-time staff, which remains consistent with surrounding cities. Budget Impact: None. II. Staff Workload Impact: Minimal. Staff will update the city calendar, modify personnel policies and the union contract via an MOU to reflect the changes. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION Prior to the bill being signed into law, staff discussed the impacts of Juneteenth becoming a state -recognized holiday with the Personnel Committee. Personnel Committee members and staff support modifying city business hours as required and adding an additional paid holiday. SUPPORTING DATA • None City Council Agenda: 6/12/2023 2H. Consideration of approving plans, specifications, and authorizing the advertisement of bids for the Flashing Yellow Arrow (FYA) Upgrades Project Prepared by: Meeting Date: ❑ Regular Agenda Item Project Engineer 6/12/2023 ❑x Consent Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Finance Director ACTION REQUESTED Motion to approve plans and specifications and authorize advertisement of bids for the Flashing Yellow Arrow (FYA) Upgrades Project. PREVIOUS COUNCIL ACTION January 9, 2023: Authorized SEH to provide engineering services for Flashing Yellow Arrow (FYA) Upgrades project for a total cost of $31,000. REFERENCE AND BACKGROUND To improve traffic flow and transportation safety, the City secured funding from MNDOT's Local Partnership Program (LPP) for the installation of flashing yellow arrows at high volume intersections. Flashing yellow arrows are safer for travelers, reduce driver delays, and provide more flexibility and efficiency in traffic flow. This project will upgrade the following intersections: • TH 25 at School Boulevard • TH 25 at Chelsea Road • TH 25 at 1-94 Eastbound Ramp • TH 25 at 1-94 Westbound Ramp • Fenning Avenue at 1-94 Westbound Ramp • Fenning Avenue at 1-94 Eastbound Ramp • Broadway Street at Elm Street • Broadway Street at Hospital Access/Middle School Access • Broadway Street at Highland Way I. Budget Impact: The 2023 CIP includes $700,000 for this project; $457,500 of offsetting funding from MNDOT and Wright County are also included in the 2023 budget. The current project budget for construction and engineering is estimated at $900,000. This project would be coded to the Street Lighting Improvement Fund, which is funded by City Council Agenda: 6/12/2023 franchise fees. The City is expected to be reimbursed up to $300,000 from MNDOT Local Partnership Program (LPP) and $310,000 from Wright County resulting in the overall City's cost at $313,000 for construction. II. Staff Workload Impact: City engineering staff will be involved in this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving the plans and specs and authorizing advertisement for bid. SUPPORTING DATA • Final Plans PLAN SYMBOLS SIGNAL STATE WE. - TRUNK HIGHWAY 25 AT SCHOOL BOULEVARD Cahn LME. . . . . . SIGNAL SIGNAL TOWNSHIP OR CR RANGE LINE. - TRUNK HIGHWAY 25 AT CHELSEA ROAD - TRUNK HIGHWAY 25 AT TRUNK HIGHWAY 94 EB OFF RAMP/OAKWOOD DRIVE SECTION LINE . . . . . --- QUARTER UNE. . . . . . ----- SIXTEENTH LME. ---- RIHT-OF-WAY LINE . ---�— PRESENT RICHT-OF-WAY UNE SIGNAL CONTROL OF ACCESS LINE. —0-0-0- PROPERTY UNE O.Ot Lord Lk—).. VACATED PUTTED PROPERTY SYSTEM 'G" CORPORATE OR an uMITs. 11mmy SIGNAL SYSTEM WHO TRUNK HIGHWAY CENTER UNE. REVISE RETAINING WALL. . . . . . SYSTEM "J' - RAILROAD. 4 RAILROAD RIGHT-OF-WAY UNE 4 RIVER OR GRED(. 4 DRY RUN. 2 DI MADE DITCH. Lg ~— DRAM TLE. --j— >— CULVERT. — Cc = DROP MEET. GUARD RML. . .-P--o --- •—P— BARBED LRE FENCE. - .. WOVEN MIRE FENCE.KWr— 40 CHMN WK FENCE. - XC—KC—WOODEN FENCE. 40 STONE WALL OR FENCE. �.-. HEDGE. . . . . . . RAILROAD CROSSING MGM. ..�.....�� .... RAILROAD CROSSING BELL. � ELECTRIC WANING SIGN. . . . . . . . . . II CROSSING GATE. 40 MEANDER CORNER. rIr SPRINGS. 30 MARSH. . . . . COLLECTOR TIMBER COLLECTOR ORCHARD (TMIBER) BRUSH NURSERY ARTERIAL CATCH BASIN. C.B.O FIRE HYDRANT . Q CATTLE WARD. OVERPASS (IHIO—Y Onr)./�6- UNDERPASS (HW—y Und•r). BRIDGE. . . . . . . BUIDINC (0n• Story Fram•).� F -FRAME C -CONCRETE S -STONE T -TILE B -BRICK ST -STUCCO IRON PPE OR ROD. . . . . MONUMENT (STOEE, CONCRETE. OR METAL) . a WOODEN HUB. ■ GRAVEL PIT. SAND PITBORROW JB PFI. . . . . . . . ROCK WIRY. UTILITY SYMBOLS POWER POLE UNE TEUD*WNE OR TELEGRAPH + + POLE LINE JOINT TELEPHONE AND POWER ON POWER POLE ON TELEPHONE POLES -�• --� ANCHOR Ct STEEL TOWER TOWER STREET LIGHT '& PEDESTAL (TELEPHONE CABLE T TERMINAL) GAS MAN —G�G— WATER MAN CONDUIT — TELEPHONE CABLE N CONDUIT TELEPHONE ELECTRIC CABLE M CONDUIT TELEPHONE MANNOSE Q ELECTRIC MANHOLE O BURIED COMMUNICATION CABLE •• "BUR— BURIED TELEPHONE CABLE —T-SUR— BURIED ELECTRIC CABLE —P-BI1R— SEWER. (SANITARY) —>—>— SEWER. (STORM) SEWER MANHOLE HANDHOLE L'lH CATCH BASIN —a— SCALE INDEX MAP - GENERAL LAYOUT 20' MINNESOTA DEPARTMENT OF TRANSPORTATION CITY OF MONTICELLO (WRIGHT COUNTY) CONSTRUCTION PLAN FOR: NINE (9) REVISE SIGNAL SYSTEMS REVISE SIGNAL SYSTEM 'A" - TRUNK HIGHWAY 25 AT SCHOOL BOULEVARD REVISE REVISE SIGNAL SIGNAL SYSTEM 'B' SYSTEM WC" - TRUNK HIGHWAY 25 AT CHELSEA ROAD - TRUNK HIGHWAY 25 AT TRUNK HIGHWAY 94 EB OFF RAMP/OAKWOOD DRIVE REVISE SIGNAL SYSTEM 'D" - TRUNK HIGHWAY 25 AT TRUNK HIGHWAY 94 WB OFF RAMP REVISE SIGNAL SYSTEM 'E" - CSAH 18 AT TRUNK HIGHWAY 94 EB OFF RAMP/CHELSEA ROAD REVISE SIGNAL SYSTEM "F" - CSAH 18 AT TRUNK HIGHWAY 94 WB OFF RAMP/7TH STREET REVISE SIGNAL SYSTEM 'G" - CSAH 75 (EAST BROADWAY) AT CSAH 18/CSAH 39 REVISE SIGNAL SYSTEM WHO - CSAH 75 (EAST BROADWAY) AT HART BOULEVARD/HIGHLAND WAY REVISE SIGNAL SYSTEM "J' - CSAH 75 (EAST BROADWAY) AT MIDDLE SCHOOL/HOSPITAL ENTRANCES STATE PROJECT NO. 8823-411 ✓ 8' 7`9F r REVISE SIGNAL SYSTEM "D" TH 25 AT TH 94 WB OFF RAMP IN MONTICELLO, MINNESOTA SP 8823-411 REVISE SIGNAL SYSTEM "C" TH 25 AT TH 94 EB OFF RAMP OAKWOOD DRIVE IN MONTICELLO, MINNESOTA SP 8823-411 REVISE SIGNAL SYSTEM "B" =a TH 25 AT CHELSEA ROAD IN MONTICELLO, MINNESOTA SP 8823-411 REVISE SIGNAL SYSTEM "A" TH 25 AT SCHOOL BOULEVARD IN MONTICELLO, MINNESOTA SP 8823-411 !. REVISE SIGNAL SYSTEM"J" CSAH 75 (EAST BROADWAY) AT MIDDLE SCHOOL/HOSPITAL ENTRANCES IN MONTICELLO, MINNESOTA SP 8823-411 GEOMETRI CS CHELSEA RD DESIGN DESCRIPTION TH 94 CSAH 18 TH 25 EXISTING A.D.T. (2023) 27,500 PROJECTED A.D.T. (2043) 33,500 NO. OF TRAFFIC LANES 4 NO. OF PARKING LANES 0 DESIGN SPEED (MPH) 45 POSTED SPEED (MPH) 30-45 ROADWAY CLASSIFICATION ARTERIAL IF §4 ��vI Y REVISE SIGNAL SYSTEM "H" CSAH 75 (EAST BROADWAY) AT HART BOULEVARD/HIGHLAND WAY IN MONTICELLO, MINNESOTA SP 8823-411 •\'%AVE NW N PROJECT LOCATION NOT TO SCALE CITY OF MONTICELLO, WRIGHT COUNTY REVISE SIGNAL SYSTEM "F" n wi CSAH 18 AT TH 94 WB OFF RAMP/7TH STREET IN MONTICELLO, MINNESOTA _ SP 8823-411 y REVISE SIGNAL SYSTEM "E" CSAH 18 AT TH 94 EB t r OFF RAMP/CHELSEA ROAD IN MONTICELLO, MINNESOTA SP 8823-411 REVISE SIGNAL SYSTEM "G" CSAH 75 (EAST BROADWAY) AT CSAH 18/CSAH 39 IN MONTICELLO, MINNESOTA SP 8823-411 AGREEMENT N0. 1052576 CITY OF MONTICELLO S.P. 8823-411 FUNDING = COOPERATIVE AGREEMENT MNDOT DISTRICT 3 (BAXTER/ST CLOUD) SCHOOL BLVD CHELSEA RD OAKWOOD DR TH 94 CSAH 18 7TH STREET CSAH 39 CSAH 75 HART BLVD HIGHLAND WAY 6,600 7,200 3,300 45,000 13,000 3,900 9,900 9,900 2,000 3,800 8,000 8,800 4,000 55,000 15,900 4,800 12,000 12,000 2,500 4,600 4 4 4 4 4 4 4 4 2 2 0 0 0 0 0 0 0 0 0 0 40 30 30 65 40 35 45 55 30 30 35-40 30 30 65 40 35 45 45/55 30 30 COLLECTOR COLLECTOR COLLECTOR FREEWAY ARTERIAL COLLECTOR ARTERIAL ARTERIAL COLLECTOR COLLECTOR GOVERNING SPECIFICATIONS THE 2020 EDITIONOF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION- AND THE 'SUPPLEMENTAL SPECIFICATIONS" DATED SEPTEMBER 2022 SHALL GOVERN EXCEPT AS MODIFIED BY THE SPECIFICATIONS FOR THIS PROJECT. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE FON OR TWORAY RC LETFAURIFERTOCNIRO�LZONEaLApIOUTS. EATSSIELD MANUAL INDEX SHEET NO. DESCRIPTION I TITLE SHEET 2 DETAILS, STANDARD PLATES & STATEMENT OF ESTIMATED QUANTITIES 3-5 NOTES AND MISCELLANEOUS DETAILS 6-11 SIGNAL SIGNING NOTES AND DETAILS 12-15 REVISE SIGNAL SYSTEM "A" 16-19 REVISE SIGNAL SYSTEM "B" 20-23 REVISE SIGNAL SYSTEM "C" 24-27 REVISE SIGNAL SYSTEM "D" 28-33 REVISE SIGNAL SYSTEM "E" 34-39 REVISE SIGNAL SYSTEM "F" 40-43 REVISE SIGNAL SYSTEM -G- 44-47 REVISE SIGNAL SYSTEM "H" 48-52 REVISE SIGNAL SYSTEM "J" THIS PLAN CONTAINS 52 SHEETS. DESIGN ENGINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Signature Data May 23, 2023 Uo. No. 22457 SIGNAL DESIGN ENGINEER: I HEREBY CERTIFY THAT THESE SIGNAL PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, THAT THIS PLAN CONFORMS TO THE MNMUTCD (EXCEPT WHERE A VARIANCE HAS BEEN GRANTED), AND THAT AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA, Ott S)gnaturo Data May 23, 2023 Lk. No. 22457 APPROVED: -oz CITY OF MONTICELLO ENGINEER DATE APPROVED: irgiI Hawkins Hawkins —9M Cowry H l9 M1way -ii..:Xl ilj.p r 131100emaAwlr9il.M1awkins@co.wri9M1tmn.u> : WRIGHT7CODUNTY ENGINEER DATE RECOMMENDED FOR APPROVAL: DISTRICT TRAFFIC ENGINEER DATE APPROVED BY: DISTRICT TRANSPORTATION ENGINEER DATE CIITY OF IY ON 1110ELL0 WRICafff COUNTY, MNNESOTA NFA (9) REVISE 804AL SYSTEMS SP 8823-411 PHONE (651) 490-2000 P UL, NS 551 0 DR 52 SEHST. WIRE ABBREVIATIONS APS ACCESSIBLE PEDESTRIAN SIGNAL AWF ADVANCED WARNING FLASHER BL BLUE BL/BLK BLUE WITH BLACK TRACER BLK BLACK BLK/R BLACK WITH RED TRACER BLK/WH BLACK WITH WHITE TRACER C.D. COUNT DOWN CH. SW. CHECK SWITCH CLR CLEAR D2-1 (e.g.) DETECTOR (PHASE 2, NO. 1) DEG DEGREES DWK DON'T WALK EQ.G EQUIPMENT GROUND EVP EMERGENCY VEHICLE PRE-EMPTION F&I FURNISH AND INSTALL FL FLASH/FLASHING FYA FLASHING YELLOW ARROW FYLA FLASHING YELLOW LEFT ARROW G GREEN G/BLK GREEN WITH BLACK TRACER GLA GREEN LEFT ARROW GRN GREEN INDICATION GR. RD. GROUND ROD GRA GREEN RIGHT ARROW GTA GREEN THRU ARROW HH HANDHOLE HPS HIGH PRESSURE SODIUM IMC INTERMEDIATE METAL CONDUIT IND INDICATION INP INPLACE INS. GR. INSULATED GROUND JB JUNCTION BOX LED LIGHT EMITTING DIODE LHT LIGHT LUM LUMINAIRE NEU NEUTRAL NMC NONMETALLIC CONDUIT 0 ORANGE 0/BLK ORANGE WITH BLACK TRACER P1-1 (e.g.) PEDESTRIAN INDICATION (PHASE 1, NO. 1) PB PUSH BUTTON PB2-1 (e.g.) PUSH BUTTON (PHASE 2, NO. 1) PEC PHOTOELECTRIC CELL PED PEDESTRIAN PVC POLYVINYL CHLORIDE (CONDUIT) RED RED INDICATION R&S REMOVE AND SALVAGE R/BLK RED WITH BLACK TRACER RLA RED LEFT ARROW RSC RIGID STEEL CONDUIT S & I SALVAGE AND INSTALL SOP SOURCE OF POWER SPR SPARE ST LHT STREET LIGHT STA STATION SW SWITCH SWD SWITCHED TOW TELEPHONE DROP WIRE WH WHITE WH/BLK WHITE WITH BLACK TRACER WH/R WHITE WITH RED TRACER WLK WALK YEL YELLOW INDICATION YLA YELLOW LEFT ARROW YRA YELLOW RIGHT ARROW WIRE SYMBOLS R HANDHOLE $ EQ. G CONNECTION -4 EVP CONFIRMATORY LIGHT # EVP DETECTOR 4 EVP DETECTOR & CONFIRMATORY LIGHT BRN FIBER OPTIC VAULT A LUMINAIRE NO. O SIGNAL BASE NO. 3-2 SIGNAL FACE N0./FLASHER FACE NO. 0/BLK SPLICE BL/BLK VIDEO DETECTION WH/BLK MICROWAVE DETECTION WH/R SONIC DETECTION BLK/WH FOR PLANS AND UTILITIES SYMBOLS BLK/R SEE TECHNICAL MANUAL WIRE COLOR CODE KEY R Red 0 Orange BL Blue WH White BLK Black BRN Brown CL Clear G Green R/BLK Red with Black Stripe 0/BLK Orange with Black Stripe BL/BLK Blue with Black Stripe WH/BLK White with Black Stripe WH/R White with Red Stripe BLK/WH Black with White Stripe BLK/R Black with Red Stripe j DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG K DESIGN TEAM CABLE LABELING ABBREVIATIONS ABBREVIATION LABEL REFERENCE DSISCRIPTION & EXAMPLE COMPONENT X -Y INDICATION NUMBER 2-1 SIGNAL HEAD X -Y LOOP NUMBER D2-1 DETECTOR X -Y PUSH BUTTON NUMBER PB2-1 PUSH BUTTON X -Y PED INDICATION NUMBER P2-1 PED INDICATION X -Y LUMINAIRE NUMBER L1 LUMINAIRE X -Y EVP PHASE NUMBER EVP 2+5 EVP DETECTOR X -Y EVP LIGHT PHASE NUMBER EVPL 2+ EVP CON. LIGHT X -Y VIDEO DETECTION PHASE V2-1 VIDEO DETECTION X -Y RADAR DETECTION PHASE RD2-1 RADAR DETECTION SS SIGNAL SERVICE SERVICE WIRE CC CABINET COMMS COMMS CABLE FO FIBER OPTIC FIBER CABLE SPARE Y SPARE WIRE TO POLE NUMB. SPAREI SPARE WIRE ELYZ * ENFORC. LIGHT POLE & DIRECTION ENFORCEMENT LIGHT PTZ1 PTZ CAMERA POLE NUMBER PTZ1 PTZ CAMERA IC INTERCONNECT CABLE INTERCONNECT EGC EQUIPMENT GROUNDING CONDUCTOR GROUND X = SIGNAL SYSTEM PHASE NUMBER; REFER TO THE PLAN Y = SIGNAL SYSTEM ASSIGNED COMPONENT NUMBER; REFER TO THE PLAN Z * = DIRECTION FURNISH AND INSTALL LABELS ON CABLES WITH ABBREVIATIONS SHOWN ON THIS TABLE AND IN ACCORDANCE WITH THE WIRING DIAGRAM. j DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG K DESIGN TEAM STANDARD PLATES - SIGNAL SYSTEMS PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 SEH THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT PLATE NO. DESCRIPTION 8000 K TEMPORARY CHANNELIZERS TYPE A, B, C (3 SHEETS) 8110 E TRAFFIC SIGNAL BRACKETING POLE MOUNTED 8120 Q POLE FOUNDATION (PA 85) 8121 H TRANSFORMER BASE & POLE BASE PLATE (2 SHEETS) 8122 F PEDESTAL & PEDESTAL BASE (FOR TRAFFIC CONTROL SIGNALS SUPPORT) (2 SHEETS) 8123 G POLE & MAST ARM -LUMINAIRES & TRAFFIC LIGHTS ASSEMBLY (2 SHEETS) 8129 A SHIM AND WASHER TRAFFIC CONTROL SIGNALS AND ROADWAY LIGHTING AS BUILT LUMP SUM j DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG K DESIGN TEAM NOTE (A) = 100% STATE FUNDS (CAPPED), REMAINDER CITY FUNDS. CONDUCTOR COLOR CODE (14 GAUGE) TO SIGNAL CABINET TO DEVICE 1/C#6 G 0 R RED 6PR 1� 6/C#1 I BL 6/C#14 BL RN SECTION RBLK R CABLE WH NEU SIGNAL 3-1 C 2 INPUT BLK BLK YLA/FYLA INDICATION POWER GLA ��//rrr�.......��,ccc �BLKK N 3-1 SIGNAL oRED/DWK 3 SECTION SERVICE R a 4 C 14 YEL/WLK AND R 4Fe=/C 14 BLK R o: CABLE GRN/SPR PED BLK 0 NEU INDICATION w 0 WH 3/C#1 4 GLK 3/C#1 4 BLK 12/C 14 vwi CABLE L M/FLASHER �:tiC.iiLSt✓r Co BLK 3/C 20 R cor0 2/C#14 BILK CAB�CL (IED PUSH BUTTON or NOTE: ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE. STATEMENT OF ESTIMATED QUANTITIES PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 SEH I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. r7� Name: John M. Gray, PE �Y� Date: May 23, 2023 Li c. No. 22457 ITEM NO ITEM UNIT TOTAL ESTIMATED QUANTITY PARTICIPATION SP 8823-411 (A) CITY FUNDS COUNTY FUNDS 3815.28.5 BASE BID Loop Detector Lead -In Cable 3815.2C.4 3/C 14 Signal Control Cable 3815.2C.3 2011.601 AS BUILT LUMP SUM 1 0.67 0.14 0.19 2021.501 MOBILIZATION LUMP SUM 1 0.33 0.31 0.36 2563.601 TRAFFIC CONTROL LUMP SUM 1 0.33 0.31 0.36 2565.602 INSTALL APS PUSH BUTTON & SIGN EACH 4 4 2565.616 REVISE SIGNAL SYSTEM A SYSTEM 1 0.5 0.5 2565.616 REVISE SIGNAL SYSTEM B SYSTEM 1 0.5 0.5 2565.616 REVISE SIGNAL SYSTEM C SYSTEM 1 0.75 0.25 2565.616 REVISE SIGNAL SYSTEM D SYSTEM 1 1 2565.616 REVISE SIGNAL SYSTEM E SYSTEM 1 0.4 0.2 0.4 2565.616 REVISE SIGNAL SYSTEM F SYSTEM 1 0.4 0.2 0.4 2565.616 REVISE SIGNAL SYSTEM G SYSTEM 1 0.25 0.75 2565.616 REVISE SIGNAL SYSTEM H SYSTEM 1 0.5 0.5 2565.616 REVISE SIGNAL SYSTEM J SYSTEM 1 1 0.5 0.5 ADD ALTERNATE BID 2565.601 PAINT SIGNAL SYSTEM B LUMP SUM 1 1 2565.601 PAINT SIGNAL SYSTEM C LUMP SUM 1 1 2565.601 PAINT SIGNAL SYSTEM D LUMP SUM 1 1 2565.601 PAINT SIGNAL SYSTEM H LUMP SUM 1 1 2565.616 VIDEO DETECTOR SYSTEM G SYSTEM 1 0.25 0.75 2565.616 VIDEO DETECTOR SYSTEM H SYSTEM 1 0.5 0.5 2565.616 VIDEO DETECTOR SYSTEM J SYSTEM 1 1 1 1 0.5 1 0.5 NOTE (A) = 100% STATE FUNDS (CAPPED), REMAINDER CITY FUNDS. CONDUCTOR COLOR CODE (14 GAUGE) TO SIGNAL CABINET TO DEVICE 1/C#6 G 0 R RED 6PR 1� 6/C#1 I BL 6/C#14 BL RN SECTION RBLK R CABLE WH NEU SIGNAL 3-1 C 2 INPUT BLK BLK YLA/FYLA INDICATION POWER GLA ��//rrr�.......��,ccc �BLKK N 3-1 SIGNAL oRED/DWK 3 SECTION SERVICE R a 4 C 14 YEL/WLK AND R 4Fe=/C 14 BLK R o: CABLE GRN/SPR PED BLK 0 NEU INDICATION w 0 WH 3/C#1 4 GLK 3/C#1 4 BLK 12/C 14 vwi CABLE L M/FLASHER �:tiC.iiLSt✓r Co BLK 3/C 20 R cor0 2/C#14 BILK CAB�CL (IED PUSH BUTTON or NOTE: ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE. CONDUCTOR AND CABLE SPECIFICATION CHART SYSTEM ID: T.E. METER ADDRESS: OLD SYSTEM ID: PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 SEH I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. r7� Name: John M. Gray, PE �Y� Date: May 23, 2023 Li c. No. 22457 1/C 2 INDIVIDUAL SERVICE CONDUCTORS 3815.28.1 REVISIONS CONDUCTOR AND CABLE SPECIFICATION CHART NUMBER OF CONDUCTORS & AWG SIZE TYPE Specification Number 1/C 2 INDIVIDUAL SERVICE CONDUCTORS 3815.28.1 1/C 6 FEEDER AND BRANCH CONDUCTORS 3815.28.1 1/C 6 INS.GR. Grounding Conductors 3815.28.5 2/C 14 Loop Detector Lead -In Cable 3815.2C.4 3/C 14 Signal Control Cable 3815.2C.3 4/C 14 Signal Control Cable 3815.2C.3 6/C 14 Signal Control Cable 3815.2C.3 12/C 14 Signal Control Cable 3815.2C.3 6PR 19 Telephone Cables Outdoor 3815.2C.6.b 3/C 20 EVP Detector Cable 3815.2C.5 REVISE SIGNAL SYSTEMS °A -J' 2 DETAILS, STANDARD PLATES, AND STATEMENT OF ESTIMATED OUANTITIES cJ2 MONTICELLO, WRIGHT COUNTY GENERAL NOTES: 1. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL "D". THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO GUIDELINES OF CI/ASCE 3802, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." 2. THE EXACT LOCATION OF UNDERGROUND UTILITIES SUCH AS GAS, TELEPHONE, FIBEROPTIC, ELECTRIC, CABLE TV, AND PIPE LINES ARE UNKNOWN. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL BEFORE COMMENCING EXCAVATION (GOPHER STATE ONE CALL SYSTEM — 1-800-252-1166). 3. THIS PROJECT DOES NOT MEET THE CRITERIA FOR A NPDES CONSTRUCTION GENERAL PERMIT INCLUDING SWPPP DEVELOPMENT. HOWEVER, THE CONTRACTOR SHALL USE ENVIRONMENTALLY FRIENDLY CONSTRUCTION TECHNIQUES WHILE PERFORMING THE WORK. THESE TECHNIQUES CAN INCLUDE BUT ARE NOT LIMITED TO: DO NOT DISTURB AREAS, PERIMETER CONTROL, INLET PROTECTION, DUST CONTROL, PROPER DEWATERING TECHNIQUES, TEMPORARY SOIL STABILIZATION, AND PERMANENT SOIL STABILIZATION. 4. THE CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN 14 DAYS OF INACTIVITY. ALL AREAS THAT HAVE A POTENTIAL TO DISCHARGE TO AN ENVIRONMENTALLY SENSITIVE AREA MUST BE STABILIZED WITHIN 24 HOURS AS DIRECTED BY THE ENGINEER WITH CHANGING FIELD CONDITIONS. STORMWATER MANAGEMENT/EROSION CONTROL NOTES (ALL SYSTEMS): 1) DUST GENERATION MUST BE MINIMIZED AND CONTROLLED DURING SAW—CUTTING AND MILLING OPERATIONS. 2) SAW—CUT DEBRIS MUST BE PICKED UP AND REMOVED AS SOON AS POSSIBLE AND ADJACENT AREAS SWEPT. CLEAN—UP SHALL BE PERFORMED IMMEDIATELY AFTER COMPLETION OF SAWCUT OPERATION. 3) STORMWATER INLETS MUST BE PROTECTED FROM DEBRIS (SUCH AS FROM LOOP SAW—CUTTING OPERATIONS) AND DISTURBED SOIL. INLET PROTECTION SHOULD BE PROVIDED ON DOWNSTREAM INLETS IF SAW—CUTTING WILL OCCUR DURING WET WEATHER OR IF SOIL IS DISTURBED WHICH COULD BE WASHED INTO AN INLET PRIOR TO STABILIZATION. IF ANY SOIL OR DEBRIS INADVERTENTLY ENTERS AN INLET, IT MUST BE REMOVED IMMEDIATELY. 4) ANY DISTURBED TURF AREAS MUST BE RESTORED AS SOON AS POSSIBLE AFTER THE DISTURBANCE (GRADE, RAKE, AND SEED) INCIDENTAL). 5) CONCRETE WASHOUT FROM ANY CONCRETE PAVEMENT MUST BE DEALT WITH IN ACCORDANCE WITH: http: //www.dot.state.mn.us/environment/pdf/concrete—washout.pdf 6) ALL STORMWATER MANAGEMENT AND EROSION CONTROL MITIGATION (INCLUDING ALL INLET PROTECTION) AND ALL RESTORATION OF ALL ROADWAYS AND BOULEVARD AREAS DISTURBED DUE TO PROJECT WORK WILL BE CONSIDERED INCIDENTAL. UTILITY NOTES: 1) THE FOLLOWING LIST SHOWS THE AGENCIES THAT MAY HAVE UTILITY FACILITIES WITHIN THE PROJECT LIMITS AREA: AT & T TRANSMISSION CENTERPOINT ENERGY—MINNESOTA GAS CHARTER COMMUNICATIONS FIBERNET MINNESOTA DEPARTMENT OF TRANSPORTATION MONTICELLO SANITARY SEWER MONTICELLO SCHOOL DISTRICT 882 TDS METROCOM TDS TELECOM WRIGHT COUNTY HIGHWAY DEPARTMENT XCEL ENERGY 2) CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION COSTS REQUIRED TO WORK WITH EXISTING UTILITY COMPANIES, FOR UTILITY COMPANIES TO PROPERLY LOCATE, MAINTAIN, ADJUST & RELOCATE THEIR FACILITIES AS REQUIRED DUE TO PROJECT WORK. 3) ALL CONTRACTOR COSTS TO LOCATE AND WORK AROUND EXISTING UTILITIES (INCLUDING ANY CONDUIT BORING, POTHOLING, ROADWAY TRENCHING, ETC.) ARE INCIDENTAL TO THE ENTIRE PROJECT. 4) PROTECT ALL EXISTING PUBLIC AND PRIVATE UTILITIES AND STRUCTURES DURING CONSTRUCTION OF THE PROJECT. TRAFFIC CONTROL NOTES: 1) ITEM NO. 2565.616 FOR EACH REVISE SIGNAL SYSTEM SHALL INCLUDE ALL LABOR AND MATERIALS REQUIRED TO MAINTAIN VEHICULAR/PEDESTRIAN TRAFFIC THROUGH EACH INTERSECTION DURING THE ENTIRE CONSTRUCTION PERIOD. THIS INCLUDES BUT IS NOT LIMITED TO: ALL REQUIRED SIGNS AND SIGN SUPPORTS ("STOP", "STOP AHEAD", "ROAD WORK AHEAD", ETC.), CONES, BARRELS, STANDARD BARRICADES, ETC. AS WELL AS SAND BAGS NEEDED TO KEEP SIGNS UPRIGHT AND VISIBLE TO ONCOMING TRAFFIC AND PEDESTRIANS AT ALL TIMES. 2) ALL TRAFFIC CONTROL DEVICES AND SIGNING MUST CONFORM TO AND BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MnMUTCD) AND PART IV "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS" (CURRENT EDITION). 3) ALL TRAFFIC LANES MUST BE KEPT OPEN TO TRAFFIC AT ALL TIMES, EXCEPT FOR ALLOWABLE SHORT TERM LANE CLOSURES TO COMPLETE INSTALLATION OF OVERHEAD MAST ARM MOUNTED SIGNALS AND SIGNS. SHORT TERM LANE CLOSURES ARE LIMITED TO MONDAY THRU THURSDAY ONLY, BETWEEN THE FOLLOWING HOURS: — 9:00 AM TO 3:00 PM FOR REVISE SIGNAL SYSTEMS A—B AND E—J, AND — 9:00 AM TO 11:00 AM FOR REVISE SIGNAL SYSTEMS C—D, UNLESS OTHERWISE APPROVED BY THE ENGINEER FOR THESE TIME LIMITS TO BE EXTENDED TO ACCOMMODATE IMMEDIATE WORK AT THE INTERSECTION. LONG TERM LANE CLOSURES WILL NOT BE ALLOWED. 4) CONTRACTOR MUST PROVIDE, MAINTAIN, COVER (WHEN NOT IN USE) OR TURN AWAY FROM TRAFFIC ALL REQUIRED TRAFFIC CONTROL DEVICES AT ALL TIMES. NOTE THAT ENGINEER WILL SUSPEND WORK IF REQUIRED TRAFFIC CONTROL DEVICES ARE NOT INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE FIELD MANUAL OR AS OTHERWISE APPROVED BY THE ENGINEER FOR THE APPROPRIATE TRAFFIC CONTROL SITUATIONS. 5) A SIGNAL SYSTEM MUST BE IN OPERATION AT EACH INTERSECTION AT ALL TIMES, EXCEPT THAT AN EXISTING SIGNAL SYSTEM MAY BE TURNED OFF OR PUT IN ALL RED FLASH (AND AN ALL—WAY STOP PROVIDED AND INSTALLED) DURING THE HOURS OF — 9:00 AM TO 3:00 PM ONLY (FOR ALL SIGNAL SYSTEMS), IN ORDER TO COMPLETE TRAFFIC SIGNAL REVISION WORK REQUIRING THE SIGNAL SYSTEM TO BE TURNED OFF OR PLACED IN RED FLASH TO EXPEDITE CONSTRUCTION. CONTRACTOR MUST NOTIFY THE CITY, COUNTY AND STATE AT LEAST 48 HOURS PRIOR TO WHEN THE SIGNAL SYSTEM IS REQUESTED TO BE TURNED OFF OR PLACED INTO ALL RED FLASH, AND THE CITY, COUNTY, AND/OR STATE HAVE THE RIGHT TO DENY THIS REQUEST DUE TO LOCAL CIRCUMSTANCES. 6) DURING ANY SIGNAL DOWN (OFF) TIME, CONTRACTOR MUST PROVIDE, INSTALL, AND MAINTAIN AN ALL—WAY STOP AT THE INTERSECTION (TWO 48" STOP SIGNS AND TWO 48" STOP AHEAD SIGNS ON EACH APPROACH). IN ADDITION TO THE ALL—WAY STOP CONDITION, THE CONTRACTOR SHALL PROVIDE A FLAGPERSON TO CONTROL INTERSECTION TRAFFIC AT REVISE SIGNAL SYSTEMS A, B, C, AND D (DUE TO HIGHER TRAFFIC VOLUMES ALONG TH 25 THROUGHOUT THE DAY) WHEN THESE SIGNAL SYSTEMS ARE OUT OF OPERATION. PRIOR TO MAKING EACH REVISE SIGNAL SYSTEM OPERATIONAL, THE CONTRACTOR MUST REMOVE ALL STOP AND STOP AHEAD SIGNS FROM THE INTERSECTION SO THAT THERE ARE NOT CONFLICTING MESSAGES TO MOTORISTS. PROVIDING, INSTALLING, MAINTAINING AND REMOVING STOP/STOP AHEAD SIGNS, AND ALSO PROVIDING A FLAGPERSON TO CONTROL TRAFFIC AS NOTED ABOVE WILL BE CONSIDERED AS INCIDENTAL TO THE TRAFFIC CONTROL PAY ITEM (ITEM NO. 2563). 7) THE CONTRACTOR MUST MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES UNLESS OTHERWISE APPROVED IN THE FIELD BY THE ENGINEER. THE COUNTY, AND THE CITY. IF PEDESTRIAN ACCESS IS REQUIRED TO BE LIMITED (ONLY ALLOWED BETWEEN 9:00 AM —3:00 PM, MONDAY THROUGH THURSDAY), THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY FIELD WORK A WRITTEN PLAN ON HOW CONTRACTOR INTENDS TO PROVIDE AND MAINTAIN PEDESTRIAN ACCESS AT EACH INTERSECTION. LAYOUTS MUST SHOW ALL TEMPORARY RAMPS, SIGNS, DRUMS, BARRICADES AND OTHER DEVICES THE CONTRACTOR PROPOSES TO INSTALL AND MAINTAIN FOR PEDESTRIAN ACCESS. 8) CONTRACTOR MUST PROVIDE TO THE ENGINEER, FOR APPROVAL PRIOR TO BEGINNING ANY CONSTRUCTION, A DETAILED TRAFFIC CONTROL AND STAGING PLAN NOTING TRAFFIC CONTROL DEVICES TO BE USED AND THEIR PLACEMENT, DETAILS SHOWING HOW TRAFFIC WILL BE MAINTAINED DURING CONSTRUCTION, AND ESTIMATED MILESTONE DATES FOR EACH STAGE OF CONSTRUCTION. NO WORK WILL BE ALLOWED ON THE PROJECT UNTIL TRAFFIC CONTROL AND STAGING PLAN IS APPROVED BY THE ENGINEER. 9) SEE SPECIAL PROVISIONS FOR FURTHER INFORMATION REGARDING TRAFFIC CONTROL TO BE PROVIDED, INSTALLED, MAINTAINED AND REMOVED BY THE CONTRACTOR DURING THE ENTIRE PROJECT. STATE PROJECT NO. 8823-411 DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM SYSTEM ID: T.E. METER ADDRESS: OLD SYSTEM ID: �_ PHONE: (651) 490-2000 ST. PAUL,, 3535 NMN 551 OAIS R DR. SEHx'May I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �/ r7� Name: John M. Gray, PE , Date: May 23, 2023 Lic. No. 22457 REVISE SIGNAL SYSTEMS 'A -J' MISCELLANEOUS NOTES MONTK�LLO, WRIGHT COUNTY 3 r� 5G NO. BY DATE REVISIONS 1/2" DIMPLE (2) 1„ BY POLE MFG "R. 7/16 LOCKING BOLTS MOUNTING'? 4-3/4" GRAD X 2" JAM NUT O HOLE E- O GRADE 5 �J 5-1/2" PVC CLOSE TUBE NIPPLE 4-3/4" DIA. BOLT CIRCLE BUSHING 1-1 /2" 0 RING NOM. \ + 0 -RING PVC SEAL WIREWAY v FLANGE MAST ARM o " 1-1 /2" HEAVY (4) 15/32MOUNTING M PVC WIREWAY N SCHEDULE 80 w w THREADED STAINLESS STEEL HOLE = WHEN MOUNTING 5 HOLES PIPE NIPPLE O O 0 -RING SEAL N a zo SECTION CLUSTER _ I- HEAD ASSEMBLIES POLE HUB BY j 3 N USE EXTENDED POLE MFG'R. THREADED POLE ADAPTORS THREADED HUB AND FLANGE POLE ADAPTOR �5-3/4" BOLT ON HUB & FLANGE �2-3/4" 0_ I wr N THREADED HUB & 1 N z o m FLANGE POLE SIDE VIEW a J ADAPTOR ANGLE & STRAIGHT MOUNT CAP cr N 0 a w 0 -RING SEAL 0 _ TWO BLIND THREADED INSERTS (RIVET NUT) a Z USE 17/32" DRILL BIT FOR HOLES N o *SEE NOTE NO.3 BELOW W x v N I— W 3 1n APS PUSH BUTTON POLE MOUNT ADAPTOR / 3/8" X 2" SS BOLT 00 ACCESSIBLE 1 2" LOCK WASHER 1" OD X 3/4" ID = r W o 0 PEDESTRIAN BUSHING, USE 1" N c� z 14 PVC WIREWAY m N 5-3/4" LOCKING 1/2" DIMPLE (2) MANGLE/ N PUSHBUTTON DRILL FOR HOLE 1 UNIT W/SIGN DRILL 25/64" BOLTS 1/2" (BY POLE MFG'R.) HOLES (2) 4-3/4" 1/2" NUT SUPPORTING STRAIGHT \, o FOR BLIND MEMBER MOUNT CAP W ° PEDESTRIAN THREADED m PUSHBUTTON INSERT 3 1/2" PIPE TOP VIEW 'n rrn DRILL 1/2" ACCESSIBLE ffi HOLE FOR WIRE PEDESTRIAN Z 1-1/2" PUSHBUTTON o NOM. N UNIT W/SIGN DRILL 25/64" o PEDESTRIAN BLIND HOLES (3) FOR > 1 1-1/2" HEAVY PUSHBUTTON NSERTT& SPACERS i7 SCHEDULE 80 POLE HUB O STAINLESS STEEL o CO PIPE (BY POLE 1 DRILL 1/2" ® MFG'R.) o HOLE FOR (4) 1/2" FLANGE a WIRE BOTTOM OF X7/16" THREADED POLE BY POLE 3 TRANSFORMER �• '• ' 1" SLOTTED HOLES ( - W � o BASE ? HOLES (FOR NOTE: ALL THREADED SURFACES TO BE MFG'R.) 1 v1 O SIGNAL MOUNT) COATED WITH ANTI -SEIZE COMPOUND. M j m If EXTENDED THREADED POLE ADAPTER a $ NOTES: 1. ALL THREADED SURFACES TO BE COATED WITH ANTI -SEIZE COMPOUND. NOTES: 2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS. BOTTOM OF BASE r 1. ALL THREADED SURFACES TO BE COATED WITH ANTI -SEIZE COMPOUND. TYPICAL PEDESTAL MOUNTING 3. BLIND THREADED INSERTS (RIVET NUT) MUST BE INSERTED USING i 2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS. MANUFACTURERS SPECIFIC INSERTION TOOL. NO OTHER METHOD IS ACCEPTABLE. NOT TO SCALE 3. SEE STANDARD PLATE NUMBER 8123 FOR ADDITIONAL SIGNAL POLE DETAILS. 4. SEE STANDARD PLATE NUMBER 8122 FOR ADDITIONAL PEDESTAL POLE DETAILS. TYPICAL SIGNAL POLE MOUNTING - 4. EXTENDED THREADED POLE ADAPTOR ONLY USED WITH 5 SECTION CLUSTER HEADS. f NOT TO SCALE STATE PROJECT NO. 8823-411 I FF J HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR DRAWN BY: JMG SYSTEM ID: T.E. UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS 'A -J' 4 f JMG PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. s DESIGNER: METER ADDRESS: 3535 VADNAIS CENTER DR. ONE—WAY POLE MOUNT DETAILS Name: John M. Gra MONII( ELLO, WFdQ T COUNTY CA CHECKED BY: JMG ST. PAUL, MN 55110 May 23, 2023 �JL � OLD SYSTEM ID: SEH �% y PE K DESIGN TEAM N0. 4BYDATE REVISIONS H Date: Lic. No. 22457 TYPICAL CAMERA MOUNTING DETAILS MOUNT CAMERAS AT 2' OR 4' FROM - LUMINAIRE (SEE CAMERA INSTALLATION DETAIL) X 0 ry V) a_ +1 n a ro I s DETAIL "A" (MAST ARM) 6' CAMERA EXTENSION ASSEMBLY B UPPER CHORD CAMERA SHALL BE INSTALLED LOWER CHORD AT LEAST 40' ABOVE ROADWAY. B HALF COUPLING LUMINAIRE SHAFT EXTENSION — (INSIDE THREADED) 6' CAMERA EXTENSION ASSEMBLY TRAFFIC SIGNAL MAST ARM RUN VIDEO DETECTOR CABLES FROM SIGNAL BASE THROUGH INSIDE OF POLE, MAST ARM, AND LUMINAIRE EXTENSION UP TO CAMERA (NO SPLICES). SECTION B—B (UPPER CHORD) APPROACH SIDE OF CORD BACK SIDE OF CORD 1" DIA. HALF COUPLING (INSIDE THREADED) MAST ARM CAMERA INSTALLATION CAMERA LUMINAIRE INSTALLATION DETAIL SUNSHIELC FIELD OF VIEW NOTES: 1) ALL CAMERA DETECTION EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY EITHER THE CONTRACTOR OR BY THE STATE (SEE PLANS). 0 2) IT IS DESIRABLE FOR CABLES BETWEEN THE CAMERA AND THE TRAFFIC SIGNAL CONTROL CABINET TO BE CONTINUOUS, HOWEVER, A SPLICE (APPROVED FOR MOUNTING BRACKET OUTDOOR USE) WILL BE ALLOWED IN THE TRANSFORMER BASE OF THE SIGNAL VIDEO DETECTOR POLE. CABLES 3) CABLES FOR CAMERA OPERATION SHALL BE AS INDICATED IN THE SPECIAL PROVISIONS AND SHALL BE IN ACCORDANCE WITH THE APPLICABLE STAINLESS STEEL BANDING PROVISIONS OF THE MANUFACTURER OF THE VIDEO DETECTION SYSTEM USED. (BY CONTRACTOR) A 4) A 3/4" HALF COUPLING, 3/4" PIPE NIPPLE AND CONDUIT OUTLET BODY FOR a CAMERA CABLES SHALL BE F&I ON THE UNDER SIDE OF MAST ARM SEE SIGNAL LUMINAIRE ARM LAYOUT FOR LOCATION OF HUB. LOCATION L 5) RUN CABLES INSIDE THE POLES, MAST ARMS, AND CAMERA MOUNTING EXTENSIONS. 6) F & I CORD CRIPS INTO THE HALF COUPLINGS WHERE THE CABLES ARE ROUTED y THROUGH. WEATHERTIGHT 7) F & I ALUMINUM TUBE CAMERA MOUNTING EXTENSIONS, ALUMINUM MOUNTING CABLE ENTRIES BRACKETS, AND STAINLESS STEEL STRAPS AND HARDWARE TO THE MAST ARM AND LUMINAIRE EXTENSION AS SHOWN ON THE PLAN. REVERSE THE MOUNTING (SEE NOTE #4) f F J BRACKET WHEN IN CONFLICT WITH THE MAST ARM SIGNING DETAIL.S TATE PROJECT NO. 8823-411 DRAWN BY: JMG SYSTEM ID: T.E. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS -E-J° 5 ;I f f DESIGNER: JMG METER ADDRESS: PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. TYPICAL VIDEO DETECTION INSTALLATION DETAILS CHECKED BY: JMG OLD SYSTEM ID: ST. PAUL, MN 55110 SEH Name: John M. Gra �% y PE MOMICELLO, MOW COUNTY �.JL 52 N0. BY DATE REVISIONS K DESIGN TEAM ('� May 23, 2023 Date: Lic. No. 22457 POST CLAMPING SINGLE—BOLT CLAMPING BUCKLES STRAP BRACKET BUCKLES L (STAGGERED) (STAGGERED) 5/16" NYLO WASHER 5/16" STAINLES STEEL BOLT I 3/4" STAINLESS J 3/4" STAINLESS 5/16" STAINLESS STEEL WASHER STEEL BANDING, STEEL BANDING, SINGLE—WRAPPED, SINGLE—WRAPPED,DOUBLE—BANDED DOUBLE—BANDED SIGN PANEL POST SINGLE SIGN PANEL SIGN PANELS NON -STIFFENER MOUNTING DETAILS BACK TO BACK SIGN PANELS FOR SIGN PANELS UP TO 24" WIDE AND OVERHEAD SIGN IDENTIFICATION PLATES UNIVERSAL EXTRUDED SIGN PANEL CHANNEL CLAMP STIFFENER rCENTERLINE OF FASTENER / ATTACHMENT 1 1/4" ATTACH SIGN PANEL 1 1/2" TO STIFFENER WITH RIVETS OR BOLTS INSET A SINGLE SIGN PANEL POST CLAMPING BUCKLES INSET A INSET A STAGGERED) � (REVERSED) REVISION: EXTRUDED REQUIRED 3/4" STAINLESS CENTERLINE STEEL BANDING, OF FASTENER SINGLE—WRAPPED, ATTACHMENT DOUBLE—BANDED (TYPICAL) REVISION: EXTRUDED REQUIRED APPROVED: OCTOBER 16, 2019 �91AN SON STATE TRAFFIC ENGINEER DRAWN BY: DESIGNER: CHECKED BY: JMG JMG JMG BUCKLES STAGGERED) 2' 2 rr 2 2 SIGN PANEL STIFFENER MOUNTING DETAILS FOR SIGN PANELS 30" WIDE AND LARGER REVISIONS POST EXTRUDED REQUIRED CLAMPING PANEL WIDTH 3' 1 4' 1 5' BUCKLES STAGGERED) �l`ll l`ll 3/4" STAINLESS STEEL BANDING, SINGLE—WRAPPED, DOUBLE—BANDED SIGN PANELS J BACK—TO—BACK SIGN PANELS SYSTEM ID: METER ADDRESS: OLD SYSTEM ID: P, GN PANEL SINGLE—BOLT MOUNTING BRACKETS AND BANDING NO I E5: TENSION THE BANDING IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. DO NOT MOUNT SIGNS ON BREAKAWAY TRAFFIC SIGNALS AND LUMINAIRE SUPPORTS. EXTRUDED STIFFENER — FINSET A NUMBER OF STIFFENERS EXTRUDED REQUIRED 2' PANEL WIDTH 3' 1 4' 1 5' 6' 2' 2 2 2 2 3 3' 2 2 2 2 3 4' 2 2 2 2 3 PANEL 5' 3 3 3 3 3 HEIGHT 6' 3 3 3 4 4 7' 1 3 3 3 4 4 IN PROVIDE VERTICAL SPACING OF NO MORE THAN 36" BETWEEN STIFFENERS. PROVIDE A VERTICAL DISTANCE OF NO MORE THAN 12" FROM PANEL EDGE TO STIFFENER. EXTRUDED STIFFENER STAINLESS STEEL POP RIVET SIGN PANEL ATTACH 3/16" RIVETS AT 6" INTERVALS. ATTACH END RIVETS 3" FROM SIGN EDGE. USE 1/4" RIVETS FOR THE END RIVETS. RIVET ATTACHMENT 5/16" ZINC—PLATED STEEL LOCK NUT WITH NYLON INSERT J 5/16" STAINLESS STEEL WASHER EXTRUDED STIFFENER X6111*� 5/16" NYLON WASHER 5/16" STAINLESS STEEL BOLT 5/16" STAINLESS STEEL WASHER SIGN PANEL ATTACH AT STANDARD PUNCH CODE LOCATIONS BOLT ATTACHMENT SPACE STIFFENERS IN ACCORDANCE WITH THE PUNCH CODES SHOWN IN THE MnDOT STANDARD SIGNS AND MARKINGS MANUAL. ATTACH STIFFENERS TO SIGN PANELS USING FASTENERS. PLACE STIFFENERS AT THE VERTICAL LOCATIONS OF THE MOUNTING HOLES FOR EACH SIGN. FURNISH AND INSTALL HARDWARE COMPATIBLE WITH STIFFENER MOUNTING SYSTEMS FURNISH TWO TYPE 201 STAINLESS STEEL 3/4" WIDE BY 1/32" THICK STRAPS, EACH WITH CLAMPING BUCKLES AND INSTALL SEPARATELY WITH A SINGLE WRAP AROUND THE MAST ARM CHORD. PLACE THE SECOND BANDING STRAP OVER THE FIRST STRAP AND STAGGER THE CLAMPING BUCKLES SO THE BUCKLES ARE NOT DIRECTLY OVER ONE ANOTHER. STANDARD PLAN 5-297.730 1 1 OF 1 //�� APPROVED: 10-16-2019 't1'SIGN MOUNTING SYSTEMS FOR ROUND SUPPORTS MINN@SOTA Q REVISED: DEPARTMENT OF PETER A. HARFF TRANSPORTATION STATE DESIGN ENGINEER STATE PROJECT NO. 8823-411 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR T.E. UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS 'A -J' 6 PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. _ 3535 VADNAIS CENTER DR.n� !� SIGNAL SIGN MOUNTING DETAILS SEH ST. PAUL, MN 55110 7a/ /,r Name: John M. Gray, PE /] Date: May 23, 2023 Lic. No. 22457 MONTCELLO, WFdQHT COUNTY 52 STIFFENER B B UPPER MAST ARM CHORD LOWER MAST ~ ARM CHORD-\ BACK SIDE OF SIGN PANELS MOUNT BOTTOM OF SIGN AT OR ABOVE BOTTOM OF SIGNAL HEAD MAST ARM SIGN MOUNTING * WHERE SIGN PANEL DIMENSIONS FALL BETWEEN 1' INCREMENTS, USE NEXT HIGHER WIDTH AND/OR HEIGHT DIMENSION. NOTES: FURNISH AND INSTALL AT LEAST ONE SPACER FOR EACH SIGN PANEL WHEN PANELS ARE ATTACHED TO THE LOWER MAST ARM CHORD. AFFIX SIGNS TO UPPER AND LOWER MAST ARM CHORDS WHEN POSSIBLE. POSITION BOTTOM OF SIGN PANEL AT LEAST 17' ABOVE ROADWAY. MOUNT SIGN PANELS PLUMB AND SHIM WITH REQUIRED SPACERS AS SHOWN. PROVIDE SPACING BETWEEN STIFFENERS OF NO MORE THAN 36". PROVIDE A HORIZONTAL DISTANCE OF NO MORE THAN 12" FROM PANEL EDGE TO STIFFENER. PROVIDE A VERTICAL DISTANCE OF NO MORE THAN 1" FROM PANEL EDGE TO STIFFENER. FURNISH AND INSTALL T/4ST%,1tOJREESSiTfiffEEIRI'89VETSi"3FWf3}10NTHEHLDEECEIEGE'OT(A,TA-ADkCH THE STIFFENERS TO THE SIGN PANELS. FURNISH AND INSTALL 3/16'TA3MARIE fEETEIEUV@11ETS AT 6" ON CENTER TO ATTACH THE REMAINDER OF THE STIFFENER TO THE SIGN PANEL. FURNISH TWO TYPE 201 STAINLESS STEEL 94"WOE)EBBY'1/3EiC IlVKABSRAJAr4HEWM WILTRIv16LNWPING BUCKLES AND INSTALL SEPARATELY WITH A SINGLE WRAP AROUND THE MAST ARM CHORD. PLACE THE SECOND BANDING STRAP OVER THE FIRST STRAP AND STAGGER THE CLAMPING BUCKLES SO THE BUCKLES ARE NOT DIRECTLY OVER ONE ANOTHER. THE "A" DISTANCE IS SHOWN ON THE PLANS. IT IS THE DISTANCE FROM THE END OF THE MAST ARM TO THE EDGE OF EACH SIGN. 2" MINIMUM /_ EMERGENCY VEHICLE PREEMPTION (EVP) SENSOR STAINLESS STEEL RIVET/ -SIGN PANEL STIFFENERUNIVERSAL CHANNEL CLAMP ' / / BANDING J CLAMPING BUCKLE UPPER MAST ARM CHOIR VIEW B -B 5/16" ZINC -PLATED 5/16" NYLON STEEL LOCK NUT WASHER WITH NYLON INSERT 5/16" STAINLESS STEEL BOLT 5/16" STAINLESS ` 5/16" STAINLESS STEEL WASHER � STEEL WASHER EXTRUDED STIFFENER SIGN PANEL BOLT ATTACHMENT ATTACH AT STANDARD PUNCH CODE LOCATIONS SIGN PANEL /-- STIFFENER WRAPPED, -BANDED DPER MAST ARM CHORD rCLAMPING BUCKLES CHANNEL CLAMP LOWER MAST ARM CHORD SINGLE -WRAPPED, DOUBLE -BANDED SPACER ON LOWER MAST ARM CHORDS VIEW A -A 10 ( SIGN PANELS TALLER THAN 36" MUST BE BANDED TO THE LOWER MAST ARM CHORD AT A MINIMUM OF ONE LOCATION. SIGN PANEL SHALL BE BANDED TO THE LOWER MAST ARM AT A LOCATION THAT WILL PROVIDE THE CLOSEST TO PLUMB ALIGNMENT FOR THE SIGN PANEL. UNIVERSAL CHANNEL 5/16" X 2 1/2'L SQUARE HEAD STAINLESS STEEL BOLT AND ZINC -PLATED STEEL LOCK NUT WITH NYLON INSERT. TWO SETS PER SPACER. SIGN PANEL - STAINLESS STEEL RIVET - VIEW C -C BAST ARM CHORD BANDING _AMPING BUCKLE REVISION: APRIL 17, 2020 Kill � STANDARD PLAN 5-297.731 1 OF 1 SIGN MOUNTING DETAILS APPROVED: 10-16-2019 APPROVED: OCTOBER 16, 2019 MINN@SOTA Q REVISED: 4-17-2020 FOR SIGNAL MAST ARMS IAN SON DEPARTMENT STATE PROJECT N0. 8823-411 OF PETER A. HARFF STATE TRAFFIC ENGINEER TRANSPORTATION STATE DESIGN ENGINEER FHEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR DRAWN BY: JMG SYSTEM ID: T.E. UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS 'A -J' 7 DESIGNER: JMGMETER ADDRESS: PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. _ 3535 VADNAIS CENTER DR. n� !� SIGNAL SIGN MOUNTING DETAILS CHECKED BY: JMG ST. PAUL, MN 55110 yal /,r Name: John M. Gray, PE OLD SYSTEM ID: SEH Y MONTICELLO,WRIOHTCOUNTY 52 DESIGN TEAM N0. BY DATE REVISIONS .7`11 Date: May 23, 2023 Lic. No. 22457 NUMBER OF EXTRUDED STIFFENERS REQUIRED PANEL WIDTH 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 2' 2 2 2 3 3 3 4 4 4 5 5 5 5 3' 2 2 2 3 3 3 4 4 5 5 5 5 5 4' 2 2 2 3 3 3 4 4 5 5 5 5 6 PANEL 5' 2 2 2 3 4 4 5 5 5 5 5 5 6 HEIGHT 7' 4 1 4 1 5 1 5 1 5 5 5 1 5 1 5 1 6 * WHERE SIGN PANEL DIMENSIONS FALL BETWEEN 1' INCREMENTS, USE NEXT HIGHER WIDTH AND/OR HEIGHT DIMENSION. NOTES: FURNISH AND INSTALL AT LEAST ONE SPACER FOR EACH SIGN PANEL WHEN PANELS ARE ATTACHED TO THE LOWER MAST ARM CHORD. AFFIX SIGNS TO UPPER AND LOWER MAST ARM CHORDS WHEN POSSIBLE. POSITION BOTTOM OF SIGN PANEL AT LEAST 17' ABOVE ROADWAY. MOUNT SIGN PANELS PLUMB AND SHIM WITH REQUIRED SPACERS AS SHOWN. PROVIDE SPACING BETWEEN STIFFENERS OF NO MORE THAN 36". PROVIDE A HORIZONTAL DISTANCE OF NO MORE THAN 12" FROM PANEL EDGE TO STIFFENER. PROVIDE A VERTICAL DISTANCE OF NO MORE THAN 1" FROM PANEL EDGE TO STIFFENER. FURNISH AND INSTALL T/4ST%,1tOJREESSiTfiffEEIRI'89VETSi"3FWf3}10NTHEHLDEECEIEGE'OT(A,TA-ADkCH THE STIFFENERS TO THE SIGN PANELS. FURNISH AND INSTALL 3/16'TA3MARIE fEETEIEUV@11ETS AT 6" ON CENTER TO ATTACH THE REMAINDER OF THE STIFFENER TO THE SIGN PANEL. FURNISH TWO TYPE 201 STAINLESS STEEL 94"WOE)EBBY'1/3EiC IlVKABSRAJAr4HEWM WILTRIv16LNWPING BUCKLES AND INSTALL SEPARATELY WITH A SINGLE WRAP AROUND THE MAST ARM CHORD. PLACE THE SECOND BANDING STRAP OVER THE FIRST STRAP AND STAGGER THE CLAMPING BUCKLES SO THE BUCKLES ARE NOT DIRECTLY OVER ONE ANOTHER. THE "A" DISTANCE IS SHOWN ON THE PLANS. IT IS THE DISTANCE FROM THE END OF THE MAST ARM TO THE EDGE OF EACH SIGN. 2" MINIMUM /_ EMERGENCY VEHICLE PREEMPTION (EVP) SENSOR STAINLESS STEEL RIVET/ -SIGN PANEL STIFFENERUNIVERSAL CHANNEL CLAMP ' / / BANDING J CLAMPING BUCKLE UPPER MAST ARM CHOIR VIEW B -B 5/16" ZINC -PLATED 5/16" NYLON STEEL LOCK NUT WASHER WITH NYLON INSERT 5/16" STAINLESS STEEL BOLT 5/16" STAINLESS ` 5/16" STAINLESS STEEL WASHER � STEEL WASHER EXTRUDED STIFFENER SIGN PANEL BOLT ATTACHMENT ATTACH AT STANDARD PUNCH CODE LOCATIONS SIGN PANEL /-- STIFFENER WRAPPED, -BANDED DPER MAST ARM CHORD rCLAMPING BUCKLES CHANNEL CLAMP LOWER MAST ARM CHORD SINGLE -WRAPPED, DOUBLE -BANDED SPACER ON LOWER MAST ARM CHORDS VIEW A -A 10 ( SIGN PANELS TALLER THAN 36" MUST BE BANDED TO THE LOWER MAST ARM CHORD AT A MINIMUM OF ONE LOCATION. SIGN PANEL SHALL BE BANDED TO THE LOWER MAST ARM AT A LOCATION THAT WILL PROVIDE THE CLOSEST TO PLUMB ALIGNMENT FOR THE SIGN PANEL. UNIVERSAL CHANNEL 5/16" X 2 1/2'L SQUARE HEAD STAINLESS STEEL BOLT AND ZINC -PLATED STEEL LOCK NUT WITH NYLON INSERT. TWO SETS PER SPACER. SIGN PANEL - STAINLESS STEEL RIVET - VIEW C -C BAST ARM CHORD BANDING _AMPING BUCKLE REVISION: APRIL 17, 2020 Kill � STANDARD PLAN 5-297.731 1 OF 1 SIGN MOUNTING DETAILS APPROVED: 10-16-2019 APPROVED: OCTOBER 16, 2019 MINN@SOTA Q REVISED: 4-17-2020 FOR SIGNAL MAST ARMS IAN SON DEPARTMENT STATE PROJECT N0. 8823-411 OF PETER A. HARFF STATE TRAFFIC ENGINEER TRANSPORTATION STATE DESIGN ENGINEER FHEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR DRAWN BY: JMG SYSTEM ID: T.E. UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS 'A -J' 7 DESIGNER: JMGMETER ADDRESS: PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. _ 3535 VADNAIS CENTER DR. n� !� SIGNAL SIGN MOUNTING DETAILS CHECKED BY: JMG ST. PAUL, MN 55110 yal /,r Name: John M. Gray, PE OLD SYSTEM ID: SEH Y MONTICELLO,WRIOHTCOUNTY 52 DESIGN TEAM N0. BY DATE REVISIONS .7`11 Date: May 23, 2023 Lic. No. 22457 GENERAL SIGNING NOTES: 1) SEE CURRENT MnDOT STANDARD SIGNS AND MARKINGS MANUAL FOR STANDARD SIGN DESIGNS, ARROW DETAILS, OVERLAY DETAILS, AND SPLICE PLATE DETAILS. a 2) SEE MnDOT STANDARD PLAN 5-297.730 FOR SIGN MOUNTING TO ROUND SIGNAL POLE. SEE MnDOT STANDARD PLAN 5-297.731 FOR SIGN MOUNTING TO MAST ARM. 3) FURNISHING AND INSTALLING SIGNS (AND SALVAGING AND REINSTALLING INPLACE SIGNS) SHALL BE INCLUDED UNDER THE PAY ITEMS FOR ITEM NO. 2565 (REVISE SIGNAL SYSTEMS "A -J"). SEE SPECIAL PROVISIONS. 4) "a" DISTANCE = DISTANCE FROM END OF MAST ARM TO THE EDGE OF THE SIGN PANEL. 5) WHEN SALVAGING AND REINSTALLING SIGN PANELS ON MAST ARMS OR ON SIGNAL POLES, PROVIDE AND INSTALL ALL NEW MAST ARM AND POLE MOUNTING HARDWARE AND BRACKETING TO ATTACH TO EACH MAST ARM AND POLE (INCIDENTAL). 6) FOR NON-STANDARD SIGN DESIGNS, LAYOUTS ARE INCLUDED. 7) ALL TRAFFIC CONTROL, MOBILIZATION AND WORK RELATED TO THE INSTALLATION OF THE SIGNING SHOWN IN THE PLANS IS INCIDENTAL. 8) ALL SIGN DIMENSIONS ARE IN INCHES. 9) CONTRACTOR SHALL PROVIDE DETAILED SHOP DRAWINGS OF ALL NEW OVERHEAD STREET NAME SIGN PANELS FOR ENGINEER APPROVAL PRIOR TO FABRICATION OF THESE SIGN PANELS. D-1, D-7, D-10, D-13 D-3, D-14 D-4, D-15 Q0 00 O � O EST � �EAST W , WRIGHT N 12 O1 LO 12 � INTERSTATE INTERSTATE COUNTY Ln 14- co N co N L6 4N 94 O N U O Ln CD 1 � 9 24 9 42 LnQo WRIGHT COUNTY 18 DBL ARROW; 7.4�-10.6-� 1-5 21 7.4 8.4L7.4J1�--22.81-8.4 6.0" Radius, 1.3" Border, White on, Green;1.6 12��24- 12 12 24 12 Pentagonal County 18 M1-6; -18.4 11. DI, 8.4 Double Headed Arrow 5 - 24.0" 0% 1518 15 48 11 1,5 48 WEST 94 THRU ARROW; EAST 94 RT ARROW; 6.0" Radius, 1.3" Border, White on, Green; 6.0" Radius, 1.3" Border, White on, Green; "WEST", E Mod 2K; "EAST", E Mod 2K; Interstate 94 M1-1; Interstate 94 M1-1; Arrow 5 - 13.0" 90"; Arrow 14 - 18.0" 0% NOTE: ALL SIGN DIMENSIONS ARE IN INCHES. f STATE PROJECT NO. 8823-411 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR 5 DRAWN BY: JMG SYSTEM ID: T.E. UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS "A -J' i JMG PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DESIGNER: METER ADDRESS: �A 3535 VADNAIS CENTER DR. SIGNAL SIGN NOTES, QUANTITIES, AND DETAILS i CHECKED BY: JMG �4OLD SYSTEM ID: ST. PAUL, MN 55110 Name: John M. Gray, PE V52 R DESIGN TEAM NO. BY DATE REVISIONS SEH Date: May 23, 2023 Lic. No. 22457 MONTICELLO, WFUGHTCOUNTY SIGNS FOR TRAFFIC SIGNAL SYSTEM INPLACE SIGN PANELS SALVAGE AND INSTALL SIGNAL SYSTEM SIGN PANEL POLE a N0. (FT) APPROX (�N) NO. REQ. PANEL LEGEND B D-39 2 22' 42 x 48 1 TH 25 W/DBL Arrow B D-40 4 24' 42 x 48 1 TH 25 W/DBL Arrow E R4-7 2,4,8 - 24 x 30 3 KEEP RIGHT F R4-7 6,8 - 24 x 30 2 KEEP RIGHT G R4-7 5 - 24 x 30 1 KEEP RIGHT 28' TOTAL QUANTITIES 22.00 8 WEST TH 94 W/Up Arrow GENERAL SIGNING NOTES: 1) SEE CURRENT MnDOT STANDARD SIGNS AND MARKINGS MANUAL FOR STANDARD SIGN DESIGNS, ARROW DETAILS, OVERLAY DETAILS, AND SPLICE PLATE DETAILS. a 2) SEE MnDOT STANDARD PLAN 5-297.730 FOR SIGN MOUNTING TO ROUND SIGNAL POLE. SEE MnDOT STANDARD PLAN 5-297.731 FOR SIGN MOUNTING TO MAST ARM. 3) FURNISHING AND INSTALLING SIGNS (AND SALVAGING AND REINSTALLING INPLACE SIGNS) SHALL BE INCLUDED UNDER THE PAY ITEMS FOR ITEM NO. 2565 (REVISE SIGNAL SYSTEMS "A -J"). SEE SPECIAL PROVISIONS. 4) "a" DISTANCE = DISTANCE FROM END OF MAST ARM TO THE EDGE OF THE SIGN PANEL. 5) WHEN SALVAGING AND REINSTALLING SIGN PANELS ON MAST ARMS OR ON SIGNAL POLES, PROVIDE AND INSTALL ALL NEW MAST ARM AND POLE MOUNTING HARDWARE AND BRACKETING TO ATTACH TO EACH MAST ARM AND POLE (INCIDENTAL). 6) FOR NON-STANDARD SIGN DESIGNS, LAYOUTS ARE INCLUDED. 7) ALL TRAFFIC CONTROL, MOBILIZATION AND WORK RELATED TO THE INSTALLATION OF THE SIGNING SHOWN IN THE PLANS IS INCIDENTAL. 8) ALL SIGN DIMENSIONS ARE IN INCHES. 9) CONTRACTOR SHALL PROVIDE DETAILED SHOP DRAWINGS OF ALL NEW OVERHEAD STREET NAME SIGN PANELS FOR ENGINEER APPROVAL PRIOR TO FABRICATION OF THESE SIGN PANELS. D-1, D-7, D-10, D-13 D-3, D-14 D-4, D-15 Q0 00 O � O EST � �EAST W , WRIGHT N 12 O1 LO 12 � INTERSTATE INTERSTATE COUNTY Ln 14- co N co N L6 4N 94 O N U O Ln CD 1 � 9 24 9 42 LnQo WRIGHT COUNTY 18 DBL ARROW; 7.4�-10.6-� 1-5 21 7.4 8.4L7.4J1�--22.81-8.4 6.0" Radius, 1.3" Border, White on, Green;1.6 12��24- 12 12 24 12 Pentagonal County 18 M1-6; -18.4 11. DI, 8.4 Double Headed Arrow 5 - 24.0" 0% 1518 15 48 11 1,5 48 WEST 94 THRU ARROW; EAST 94 RT ARROW; 6.0" Radius, 1.3" Border, White on, Green; 6.0" Radius, 1.3" Border, White on, Green; "WEST", E Mod 2K; "EAST", E Mod 2K; Interstate 94 M1-1; Interstate 94 M1-1; Arrow 5 - 13.0" 90"; Arrow 14 - 18.0" 0% NOTE: ALL SIGN DIMENSIONS ARE IN INCHES. f STATE PROJECT NO. 8823-411 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR 5 DRAWN BY: JMG SYSTEM ID: T.E. UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS "A -J' i JMG PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DESIGNER: METER ADDRESS: �A 3535 VADNAIS CENTER DR. SIGNAL SIGN NOTES, QUANTITIES, AND DETAILS i CHECKED BY: JMG �4OLD SYSTEM ID: ST. PAUL, MN 55110 Name: John M. Gray, PE V52 R DESIGN TEAM NO. BY DATE REVISIONS SEH Date: May 23, 2023 Lic. No. 22457 MONTICELLO, WFUGHTCOUNTY SIGNS FOR TRAFFIC SIGNAL SYSTEM OVERHEAD STREET NAME SIGN PANELS FURNISH AND INSTALL SIGNAL SYSTEM SIGN PANEL POLE NO. a (FT) SIZE (IN) AREA/SIGN NO. (SQ. FT.) REQ. PANEL LEGEND SIZE (IN) AREA/SIGN NO. (SQ. FT.) REQ. PANEL LEGEND E R9-3 1,3,3,5 - 18 x 18 E D-1 1 16' 42 x 54 15.75 1 WRIGHT COUNTY 18 W/DBL Arrow E D-2 3 16' 114 x 24 19.00 1 Chelsea Rd W/Left Arrow E D-3 3 28' 48 x66 22.00 1 WEST TH 94 W/Up Arrow E I D-4 3 33' 48 x 66 22.00 1 EAST TH 94 W/Right Arrow E D-5 5 3' 48 x 66 22,00 1 WEST TH 94 W/Left Arrow E D-6 5 16' 48 x 66 22,00 1 EAST TH 94 W/Up Arrow E D-7 5 22' 42 x 54 15.75 1 WRIGHT COUNTY 18 W/DBL Arrow E D-8 7 3' 48 x 66 22.00 1 EAST TH 94 W/Left Arrow E D-9 7 16' 1114 x 24 19.00 1 Chelsea Rd W/Right Arrow TOTAL QUANTITY REVISE SIGNAL SYSTEM E 179.50 9 G F D-10 1 10' 42 x 54 15.75 1 WRIGHT COUNTY 18 W/DBL Arrow F D-11 3 16' 84 x 24 14.00 1 7th St W/Left Arrow F D-12 3 26' 48 x 66 22,00 1 WEST TH 94 W/Right Arrow F D-13 5 10' 42 x 54 15.75 1 WRIGHT COUNTY 18 W/DBL Arrow F D-14 5 16' 48 x 66 22.00 1 WEST TH 94 W/Up Arrow F D-15 5 22' 48 x 66 22.00 1 1 EAST TH 94 W/Right Arrow F D-16 7 3' 48 x 66 22.00 1 WEST TH 94 W/Left Arrow F D-17 7 16' 1 48 x 66 22.00 1 EAST TH 94 W/Up Arrow F D-18 1 7 1 26' 184 x 24 14.00 1 7th St W/Right Arrow TOTAL QUANTITY REVISE SIGNAL SYSTEM F 169.50 9 G D-19 1 16' 42 x 54 15.75 1 WRIGHT COUNTY 18 W/Left Arrow G D-20 1 22' 42 x 54 15.75 1 1 WRIGHT COUNTY 39 W/Right Arrow G D-21 1 28' 132 x 24 22.00 1 Riverview Dr W/Right Arrow G D-22 3 16' 42 x 54 15.75 1 WRIGHT COUNTY 75 W/Left Arrow G D-23 3 26' 120 x 24 20.00 1 East Broadway G D-24 4 16' 42 x 54 15.75 1 WRIGHT COUNTY 39 W/Left Arrow G D-25 4 22' 42 x 54 15.75 1 WRIGHT COUNTY 18 W/Right Arrow G D-26 4 28' 132 x 24 22.00 1 Riverview Or W/Left Arrow G D-27 6 16' 42 x 54 1120 15.75 1 WRIGHT COUNTY 75 W/Right Arrow G D-28 1 6 24' x 24 20.00 1 East Broadway TOTAL QUANTITY REVISE SIGNAL SYSTEM G 178.50 10 H D-29 1 26' 138 x 48 46.00 1 Highland Way WAT Arrow, Hart Blvd W/RT Arrow H D-30 2 2' 42 x 54 15.75 1 WRIGHT COUNTY 75 W/DBL Arrow H D-31 2 8' 120 x 24 20.00 1 East Broadway H D-32 3 26' 138 x 48 46.00 1 Hart Blvd W/LT Arrow, Highland Way W/RT Arrow H D-33 4 8' 42 x 54 15.75 1 WRIGHT COUNTY 75 W/DBL Arrow H D-34 4 14' 120 x 24 20.00 1 East Broadway TOTAL QUANTITY REVISE SIGNAL SYSTEM H 163.50 6 D-35 1 18' 42 x 54 15,75 1 WRIGHT COUNTY 75 W/DBL Arrow J D-36 1 26' 120 x 24 20.00 1 East Broadway J IJJ D-37 3 1 16' 42 x 54 15.75 1 WRIGHT COUNTY 75 W/DBL Arrow D-38 3 1 24' 1120 x 24 20.00 1 East Broadway TOTAL QUANTITY REVISE SIGNAL SYSTEM J 71.50 4 TOTAL QUANTITY SYSTEMS E -J 762.50 1 38 GENERAL SIGNING NOTES: 1) SEE CURRENT MnDOT STANDARD SIGNS AND MARKINGS MANUAL FOR STANDARD SIGN DESIGNS, ARROW DETAILS, OVERLAY DETAILS, AND SPLICE PLATE DETAILS. a 2) SEE MnDOT STANDARD PLAN 5-297.730 FOR SIGN MOUNTING TO ROUND SIGNAL POLE. SEE MnDOT STANDARD PLAN 5-297.731 FOR SIGN MOUNTING TO MAST ARM. 3) FURNISHING AND INSTALLING SIGNS (AND SALVAGING AND REINSTALLING INPLACE SIGNS) SHALL BE INCLUDED UNDER THE PAY ITEMS FOR ITEM NO. 2565 (REVISE SIGNAL SYSTEMS "A -J"). SEE SPECIAL PROVISIONS. 4) "a" DISTANCE = DISTANCE FROM END OF MAST ARM TO THE EDGE OF THE SIGN PANEL. 5) WHEN SALVAGING AND REINSTALLING SIGN PANELS ON MAST ARMS OR ON SIGNAL POLES, PROVIDE AND INSTALL ALL NEW MAST ARM AND POLE MOUNTING HARDWARE AND BRACKETING TO ATTACH TO EACH MAST ARM AND POLE (INCIDENTAL). 6) FOR NON-STANDARD SIGN DESIGNS, LAYOUTS ARE INCLUDED. 7) ALL TRAFFIC CONTROL, MOBILIZATION AND WORK RELATED TO THE INSTALLATION OF THE SIGNING SHOWN IN THE PLANS IS INCIDENTAL. 8) ALL SIGN DIMENSIONS ARE IN INCHES. 9) CONTRACTOR SHALL PROVIDE DETAILED SHOP DRAWINGS OF ALL NEW OVERHEAD STREET NAME SIGN PANELS FOR ENGINEER APPROVAL PRIOR TO FABRICATION OF THESE SIGN PANELS. D-1, D-7, D-10, D-13 D-3, D-14 D-4, D-15 Q0 00 O � O EST � �EAST W , WRIGHT N 12 O1 LO 12 � INTERSTATE INTERSTATE COUNTY Ln 14- co N co N L6 4N 94 O N U O Ln CD 1 � 9 24 9 42 LnQo WRIGHT COUNTY 18 DBL ARROW; 7.4�-10.6-� 1-5 21 7.4 8.4L7.4J1�--22.81-8.4 6.0" Radius, 1.3" Border, White on, Green;1.6 12��24- 12 12 24 12 Pentagonal County 18 M1-6; -18.4 11. DI, 8.4 Double Headed Arrow 5 - 24.0" 0% 1518 15 48 11 1,5 48 WEST 94 THRU ARROW; EAST 94 RT ARROW; 6.0" Radius, 1.3" Border, White on, Green; 6.0" Radius, 1.3" Border, White on, Green; "WEST", E Mod 2K; "EAST", E Mod 2K; Interstate 94 M1-1; Interstate 94 M1-1; Arrow 5 - 13.0" 90"; Arrow 14 - 18.0" 0% NOTE: ALL SIGN DIMENSIONS ARE IN INCHES. f STATE PROJECT NO. 8823-411 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR 5 DRAWN BY: JMG SYSTEM ID: T.E. UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS "A -J' i JMG PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DESIGNER: METER ADDRESS: �A 3535 VADNAIS CENTER DR. SIGNAL SIGN NOTES, QUANTITIES, AND DETAILS i CHECKED BY: JMG �4OLD SYSTEM ID: ST. PAUL, MN 55110 Name: John M. Gray, PE V52 R DESIGN TEAM NO. BY DATE REVISIONS SEH Date: May 23, 2023 Lic. No. 22457 MONTICELLO, WFUGHTCOUNTY SIGNS FOR TRAFFIC SIGNAL SYSTEM SIGN PANELS - TYPE C FURNISH AND INSTALL SIGNAL SYSTEM SIGN PANEL POLE NO. a (FT) SIZE (IN) AREA/SIGN NO. (SQ. FT.) REQ. PANEL LEGEND E R9-3 1,3,3,5 - 18 x 18 2,25 4 NO PED XING (SYMBOL) F R9-3 1,3,3,5,5,7 - 18 x 18 2,25 6 NO PED XING (SYMBOL) H R9-3 1,2,2,3 - 18 x 18 2,25 4 NO PED XING SYMBOL A R10 -X12 1,2,3,4 1' 36 x 42 10.50 4 LEFT TURN YIELD ON FLASHING YELLOW ARROW B R10 -X12 1,2,3,4 1' 36 x 42 10.50 4 LEFT TURN YIELD ON FLASHING YELLOW ARROW C R10 -X12 2,3,4 1' 36 x 42 10.50 3 LEFT TURN YIELD ON FLASHING YELLOW ARROW D R10 -X12 4 1 36 x 42 10.50 1 LEFT TURN YIELD ON FLASHING YELLOW ARROW E R10 -X12 2,4,6,8 - 36 x 42 10.50 4 LEFT TURN YIELD ON FLASHING YELLOW ARROW F R10 -X12 2,4,6,8 - 36 x 42 10.50 4 LEFT TURN YIELD ON FLASHING YELLOW ARROW G R10 -X12 1,2,4 1' 36 x 42 10.50 3 LEFT TURN YIELD ON FLASHING YELLOW ARROW G R10 -X12 5 - 36 x 42 10.50 1 LEFT TURN YIELD ON FLASHING YELLOW ARROW H R10 -X12 1,3 1' 36 x 42 10.50 2 LEFT TURN YIELD ON FLASHING YELLOW ARROW J R10 -X12 1,2,3,4 1' 36 x 42 1 10.50 4 LEFT TURN YIELD ON FLASHING YELLOW ARROW TOTAL QUANTITIES 1 346.50 44 GENERAL SIGNING NOTES: 1) SEE CURRENT MnDOT STANDARD SIGNS AND MARKINGS MANUAL FOR STANDARD SIGN DESIGNS, ARROW DETAILS, OVERLAY DETAILS, AND SPLICE PLATE DETAILS. a 2) SEE MnDOT STANDARD PLAN 5-297.730 FOR SIGN MOUNTING TO ROUND SIGNAL POLE. SEE MnDOT STANDARD PLAN 5-297.731 FOR SIGN MOUNTING TO MAST ARM. 3) FURNISHING AND INSTALLING SIGNS (AND SALVAGING AND REINSTALLING INPLACE SIGNS) SHALL BE INCLUDED UNDER THE PAY ITEMS FOR ITEM NO. 2565 (REVISE SIGNAL SYSTEMS "A -J"). SEE SPECIAL PROVISIONS. 4) "a" DISTANCE = DISTANCE FROM END OF MAST ARM TO THE EDGE OF THE SIGN PANEL. 5) WHEN SALVAGING AND REINSTALLING SIGN PANELS ON MAST ARMS OR ON SIGNAL POLES, PROVIDE AND INSTALL ALL NEW MAST ARM AND POLE MOUNTING HARDWARE AND BRACKETING TO ATTACH TO EACH MAST ARM AND POLE (INCIDENTAL). 6) FOR NON-STANDARD SIGN DESIGNS, LAYOUTS ARE INCLUDED. 7) ALL TRAFFIC CONTROL, MOBILIZATION AND WORK RELATED TO THE INSTALLATION OF THE SIGNING SHOWN IN THE PLANS IS INCIDENTAL. 8) ALL SIGN DIMENSIONS ARE IN INCHES. 9) CONTRACTOR SHALL PROVIDE DETAILED SHOP DRAWINGS OF ALL NEW OVERHEAD STREET NAME SIGN PANELS FOR ENGINEER APPROVAL PRIOR TO FABRICATION OF THESE SIGN PANELS. D-1, D-7, D-10, D-13 D-3, D-14 D-4, D-15 Q0 00 O � O EST � �EAST W , WRIGHT N 12 O1 LO 12 � INTERSTATE INTERSTATE COUNTY Ln 14- co N co N L6 4N 94 O N U O Ln CD 1 � 9 24 9 42 LnQo WRIGHT COUNTY 18 DBL ARROW; 7.4�-10.6-� 1-5 21 7.4 8.4L7.4J1�--22.81-8.4 6.0" Radius, 1.3" Border, White on, Green;1.6 12��24- 12 12 24 12 Pentagonal County 18 M1-6; -18.4 11. DI, 8.4 Double Headed Arrow 5 - 24.0" 0% 1518 15 48 11 1,5 48 WEST 94 THRU ARROW; EAST 94 RT ARROW; 6.0" Radius, 1.3" Border, White on, Green; 6.0" Radius, 1.3" Border, White on, Green; "WEST", E Mod 2K; "EAST", E Mod 2K; Interstate 94 M1-1; Interstate 94 M1-1; Arrow 5 - 13.0" 90"; Arrow 14 - 18.0" 0% NOTE: ALL SIGN DIMENSIONS ARE IN INCHES. f STATE PROJECT NO. 8823-411 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR 5 DRAWN BY: JMG SYSTEM ID: T.E. UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS "A -J' i JMG PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DESIGNER: METER ADDRESS: �A 3535 VADNAIS CENTER DR. SIGNAL SIGN NOTES, QUANTITIES, AND DETAILS i CHECKED BY: JMG �4OLD SYSTEM ID: ST. PAUL, MN 55110 Name: John M. Gray, PE V52 R DESIGN TEAM NO. BY DATE REVISIONS SEH Date: May 23, 2023 Lic. No. 22457 MONTICELLO, WFUGHTCOUNTY D-2 -52:1 0�2 b21 6�g6N5 11219-k 9b!, + Chelsea Rd 7.7 17 8 53.5 114 LT ARROW CHELSEA RD; 3.0" Radius, 1.0" Border, White on, Green; Arrow 6 — 17.0" 180°; "Chelsea Rd", D 2K; D-5, D-16 I • g6 2 j 0 y� ! ! WE*ST U 7.4J-10.6-� L 21—17.4 12 .624 12 15 18 15 :] 48 0 L 00 N N O U 00 u� •, D-6, D-17 EAST �2 0 94 T D-9 LO `o o Lq L2 N N ChelseaR d �� U" 4 T T I _(o to U� �7.7 .3.5 J, 9J,11.1-1-8 1 17 1 7.7� R 114 CHELSEA RD RT ARROW; 3.0" Radius, 1.0" Border, White on, Green; "Chelsea Rd", D 2K; Arrow 6 — 17.0" 0% 4-�<-7.4J �--22.8--,E8. 12�- 1,24J.12 —18.4 11.23118.4- D-8 16 16`d 2b0 �5� ST EA U 4-�-7.4� �--22.8-1E8. 122412 -151815- c� � Lp 00 WEST INTERSTATE N Q0 4)N c� O Lri 7.4->L-1 0. 6-J 1-5 21 JC 7.4 12 .624J,12 15—J.18J.15 48 CO LCA CIO N N O Ln Ln L0 , U0 WEST 94 LT ARROW;EAST 94 THRU ARROW; EAST 94 LT ARROW; WEST 94 RT ARROW; 6.0" Radius, 1.3" Border, White on, Green; 6.0" Radius, 1.3" B order, White on, Green; 6.0,> Radius, 1.3,> Border, White on, Green; "EAST", 6.0" Radius, 1.3" Border, White on, Green; "WEST", E Mod 2K; "EAST", E Mod 2K; E Mod 2K; "WEST", E Mod 2K; Interstate 94 M1-1; Interstate 94 M1-1; Interstate 94 M1-1; Interstate 94 M1-1; Arrow 14 - 18.0" 180°; Arrow 5 - 13.0" 90% Arrow 14 - 18.0 180% Arrow 14 - 18.0" 0; NOTE: ALL SIGN DIMENSIONS ARE IN INCHES. f F J STATE PROJECT NO. 8823-411 D DRAWN BY: JMG f JMG F DESIGNER: CHECKED BY: JMG K DESIGN TEAM SYSTEM ID: T.E. METER ADDRESS: OLD SYSTEM ID: PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 ('� SEH HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Name: John M. Gra Y PE May 23, 2023 Date: Lic. No. 22457 REVISE SIGNAL SYSTEMS 'A -J' SIGNAL SIGN DETAILS MOMMLLO, WRIOFIT COUNW g CA �JL N0. BY DATE REVISIONS D-11 D-18 LQ Ln 7t h � N N St 7th S t U� M L9.3 1 17��8-�22.79��9.1��9.3� 9.3--L-22.7 I 9�-9.1-J-8��17��9.3 F 84 84 LT ARROW 7TH ST; 7TH ST RT ARROW; 3.0" Radius, 1.0" Border, White on, Green; 3.0" Radius, 1.0" Border, White on, Green; Arrow 6 - 17.0" 180% "7th St", D 2K; "7th St", D 2K; Arrow 6 - 17.0" 0% D-21 a1 1$021 � ��g ag6 �� a�6 aa5 66� X069 aaa g59 RivervieW Dr 71. 10.1--�18�111711, 8. D-26 a1 ��1 ka0k6� "0 606 bq! 19%5�b 9":5 R m m iverview 1 1 1 71. T 11�$ 129 1.1 Dr �" �4 U') co 4 J, 9 -1--10. 1,�-& IJL RIVERVIEW DR RT ARROW; LT ARROW RIVERVIEW DR; 3.0" Radius, 1.0" Border, White on, Green; 3.0" Radius, 1.0" Border, White on, Green; Arrow 6 - 17.0" 180% "Riverview Dr", D 2K; "Riverview Dr", D 2K; Arrow 6 - 17.0" 0°; D-32 D-29 D� M DO � N � � H'Ig land wa Hart Blvd y 1 °° Do 01� °' � a1 1ag 22$ �2� X11 �a5 a�6 6�5 ,�p6• ��Ln � Ln 00 Hart rBlvd ��- Wa Y +14 � nil M DD � (O U7 � 8.1��17��11.9 29 0 9 20 37 9.61,17��8 62.6 9��19.2��12. 6 L _I a 1.3 29.1 135. 9 20��8��17��12.6 1l. 1.3 8.11 62.6 1 J 9��19.2��8��17��8.11 42.3 132 138 LLT ARROW HART BLVD HIGHLAND WAY RT ARROW; T ARROW HIGHLAND WAY HART BLVD RT ARROW; r 6.0" Radius, 1.3" Border, White on, Green; Arrow 6 - 17.0" 1806.0" Radius, 1.3" Border, White on, Green; °; "Hart Blvd", D 2K; "Highland Way", D 2K; Arrow 6 - 17.0" 0°; Arrow 6 - 17.0" 180°; "Highland Way", D 2K; "Hart Blvd", D 2K; Arrow 6 - 17.0" 0; 7 a r NOTE: ALL SIGN DIMENSIONS ARE IN INCHES. f STATE PROJECT NO. 8823-411 F J HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR DRAWN BY: JMG SYSTEM ID: T.E. UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS 'A -J' �� f JMG PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. F DESIGNER: METER ADDRESS: 3535 VADNAIS CENTER DR. SIGNAL SIGN DETAILS Name: John M. Gra MOMICELLO, WROFT COUNW G�] CHECKED BY: JMG ST. PAUL, MN 55110 May 23, 2023 OLD SYSTEM ID: SEH y PE K DESIGN TEAM NO. BY DATE REVISIONS H Date: Lic. No. 22457 D-20 —717 90 � WRIGHT 39 N COUNTY ^\2 0 Lri T rn Lri 24 9 12 18 12 WRIGHT COUNTY 39 RT ARROW; 6.0" Radius, 1.3" Border, White on, Green; Pentagonal County 39 M1-6; Arrow 14 — 18.0" 0°; D-24 r� WRIGHT 39 N COUNTY Ln �2 Lri 9 241- 9 12 18 12 42 WRIGHT COUNTY 39 LT ARROW; 6.0" Radius, 1.3" Border, White on, Green; Pentagonal County 39 M1-6; Arrow 14 — 18.0" 180% D-22 9p WRIGHT 75 N COUNTY Ln �2 0 tri tri 24 9 12 18 12 T 42 WRIGHT COUNTY 75 LT ARROW; 6.0" Radius, 1.3" Border, White on, Green; Pentagonal County 75 M1-6; Arrow 14 — 18.0" 180% D-27 r7 9P r` WRIGHT 75) N COUNTY LO 12� LO LO 9 24 9 12 18 12 42 WRIGHT COUNTY 75 RT ARROW; 6.0" Radius, 1.3" Border, White on, Green; Pentagonal County 75 M1-6; Arrow 14 — 18.0" 0 D-19 D-25 r7 � gp r; g0 I� WRIGHT WRIGHT 18'18 N COUNTY LO COUNTY C) 9 -T 12.LO L6 Li 9 24 9 9 24 9 12 18 12 12 18 12 42 1E 42 WRIGHT COUNTY 18 LT ARROW; 6.0" Radius, 1.3" Border, White on, Green; Pentagonal County 18 M1-6; Arrow 14 — 18.0" 180% D-30, D-33, D-35, D-37 WRIGHT 75 N COUNTY g0 O N r 24 J. 9 42 WRIGHT COUNTY 18 RT ARROW; 6.0" Radius, 1.3" Border, White on, Green; Pentagonal County 18 M1-6; Arrow 14 — 18.0" 0'; D-23, D-28, D-31, D-34, D-36, D-38 9 East Broadwconty 7 1 18.6----L-9 1- 73 East Broadway, 3.0" Radius, 1.0" Border, White on, Green; "East Broadway", D 2K; WRIGHT COUNTY 75 DBL ARROW; 6.0" Radius, 1.3" Border, White on, Green; Pentagonal County 75 M1-6; Double Headed Arrow 5 — 24.0" 0% NOTE: ALL SIGN DIMENSIONS ARE IN INCHES. E f F STATE PROJECT NO. 8823-411 J DRAWN BY: JMG SYSTEM ID: T.E. HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEMS 'A -J' 11 f JMG DESIGNER: METER ADDRESS: PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. F 3535 VADNAIS CENTER DR. SIGNAL SIGN DETAILS CHECKED BY: JMG OLD SYSTEM ID: SEH ST. PAUL, MN 55110 Name: John M. Gra y PE MOW CELLO, MQFI f COUNW CA K DESIGN TEAM N0. BY DATE REVISIONS May 23, 2023 Date: Lic. No. 22457 �JL iRSC 6-2/C#14 5 IN 12,' M@w an I A — — — — — — ___ INPLACE APS PUSH BUTTON STATION LOCATION so -i y (MAINTAIN 1-APS PB & SIGN (LT ARROW) (PB6-1) v1 7[ INPLACE) EXTENDED INTO HH 8: 475' — — — 2-6x620' 1" CONDUIT INPLACE D3-2, D7-2 i NOTES: Tx 25 S.B p 1-2/c 14 E— 120' a 6-3 6x6 1-1/c 6 INS GR INPLACE D4-4 >. I 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH INPLACE D6-1, D6-2 I 6x6 01 & 06 EVP 1-1 m POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, PUSH INPLACE APS PUSH BUTTON STATION D8-3, D8-4 2-6x6 BUTTON STATIONS, AND LOOP DETECTORS ARE INPLACE AND SHALL (MAINTAIN T 1 -APS PB & SIGN (RT ARROW) (PB8-2) J 3 BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT. MPLACE) EXTENDEDINTO HH 8: ALL LOOP DETECTORS ARE PVC LOOP DETECTORS PER MnDOT STANDARD PLATE 8132 AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). LOCATION = DISTANCE FROM CROSSWALK TO FRONT OF LOOP DETECTOR IN FEET. w� 2) A DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED 1 02-2 BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING Tx 25 NEB. LIMIT -45 LPH 1-2/c 14 As 4" RSC 2-12/C#12�� ,^ SIGNAL HEAD AT/NEAR THE SAME LOCATION). 02 & 05 1-1/c INS GR 3) SEE SHEET 13 FOR GENERAL SIGNAL SYSTEM A NOTES, CABINET _15/C#i2- _.I. — _ BATTERY BACKUP CABRET D2-1 NOTES, AND DETAILED POLE NOTES. 1 1/2a NMC I L' 4-3/C#12 I 11/2° NMC INPLACEAPS PUSH BUTTON STATION lo -2/M4 I 2-2/Cf414 If (MAINTAIN 1 -APS PB & SIGN (RT ARROW) (PB6-2) INPLACE) EXTENDED INTO HH 6: RSC 2-3/Cm12 ILUM1 IIr I" CONDUIT 1-2/c 14 2 11r /CC#14 C_l I yr NMC 1-1/c 6 INS GR n If iRSC 6-2/C#14 5 IN 12,' M@w an I A — — — — — — ___ o n NUMBER SIZE (FT.) LOCATION so -i y 2-64 20' & 50' l69 D1-2, D5-2 520 INPLACE ___ 6x6 475' — — — 2-6x620' & 50' INPLACE D3-2, D7-2 - 5' & 35' Tx 25 S.B p SD -2 E— 120' INPLACE 6-3 6x6 20' INPLACE D4-4 6x6 5' INPLACE D6-1, D6-2 I 6x6 01 & 06 EVP 1-1 INPLACE D8-1, DB -2 4 120' INPLACE D8-3, D8-4 2-6x6 5' & 20' INPLACE SD -1 6x6 80' INPLACE SD -2 6x6 80' INPLACE ALL LOOP DETECTORS ARE PVC LOOP DETECTORS PER MnDOT STANDARD PLATE 8132 AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). LOCATION = DISTANCE FROM CROSSWALK TO FRONT OF LOOP DETECTOR IN FEET. 02-2 Tx 25 NEB. LIMIT -45 LPH —3' As 4" RSC 2-12/C#12�� 02 & 05 — — — — — —SPEED — — — F — _15/C#i2- _.I. — _ BATTERY BACKUP CABRET D2-1 1 1/2a NMC I L' 4-3/C#12 2-2lCIk4 —� lo -2/M4 I 144 1-3/C#12 0.11M/4' 1-2lCkl4 PFD I RSC 2-3/Cm12 ILUM1 2 11r /CC#14 C_l I yr NMC y n 2-2/C4i4 @, hill 4- INPLACE APS PUSH BUTTON STATION 1 -APS PB & SIGN (RT ARROW) (PB4-2) O I (MAINTAIN INPLACE) T EXTENDED INTO HH 1: 1 -� Ej 1-j 1" CONDUIT -3. f 1-2/c 14 i -1/c 6 INS OR 2" RSC ITA - _ -- - 0=1 4' PSC �'"I= IL-' _2 CONTROLLER PHASING, PEDESTRIAN INDICATIONS AND PUSH BUTTONS INPLACE (MAINTAIN APS PUSH BUTTON STATION 1 -APS PB &SIGN (LT ARROW) (PB2-1) 4-12/C#12 2-5/Ci02 7-3/C#12 m oW� PB6-2S 04 07 PB6-®a INPLACE) EXTENDED INTO HH 17: 1" CONDUIT 10 -2/C#14 cA^yY' �vv7 j 3-1 0 Q O 1-2/c 14 2-3/C#20 1-6PR4i9 40' PB8-2 1-i/c 6 INS GR �_>t/Etltl2 Ulm E 1 1S a it PB4-1 P6-2 P6_1 ED P4-1 PS -2 '.06 TH 25 01 CSIGNAL SYSTEM OPERATIONS: 05 c) -SIGNAL SYSTEM FLASH MODE IS ALL RED. 02-7,) P4-2 PS -1 _NORMAL OPERATION SHALL BE 8 PHASE, P2-1 P2-2 WITH PHASES 1, 3, 5, 7 BEING REVISED PB4-2 W 10 TO FLASHING YELLOW ARROW OPERATIONS 01 PB2-1a ' I03 08 3 PO 1 (FLASH BY TIME OF DAY PROGRAMS). Ped push buttons ' 103 06 -VEHICLE SIGNAL PHASES 2 & 6 OPERATE located as shown. school HIM PB2-2 nm RFn AI I I O INPLACE T WOOD POLE (SOP) I B (MAINTAIN 1gR AND WEATHERHEAD MAINTAINPLACE) 2" I 3-1/c 2 ) IT 1 !2'113 4' RSC 2-12/C#L2 1-5/C#12 3-3/C#12 1-3/C#20 1-3/C3N2 D.DAD 2-2/C#14 RED 0 UMI NMC TIN PVC LOOP DETECTORS o n NUMBER SIZE (FT.) LOCATION STATUS D1-1, D5-1 2-64 20' & 50' INPLACE D1-2, D5-2 2-64 5' & 35' INPLACE D2-1, D2-2 6x6 475' INPLACE D3-1, D7-1 2-6x620' & 50' INPLACE D3-2, D7-2 2-6x6 5' & 35' INPLACE D4-1, D4-2 6x6 120' INPLACE D4-3 6x6 20' INPLACE D4-4 6x6 5' INPLACE D6-1, D6-2 I 6x6 475' INPLACE D8-1, DB -2 6x6 120' INPLACE D8-3, D8-4 2-6x6 5' & 20' INPLACE SD -1 6x6 80' INPLACE SD -2 6x6 80' INPLACE ALL LOOP DETECTORS ARE PVC LOOP DETECTORS PER MnDOT STANDARD PLATE 8132 AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). LOCATION = DISTANCE FROM CROSSWALK TO FRONT OF LOOP DETECTOR IN FEET. 7CC#12 'M2 /c#4 (CM20-- — — - IC#12 (LU.B 'C#14 PED F---I� '_'-F '-F o n 1-5/C#12 �; 2.2/CN14 Pm — PUSH BUTTON STATION 4-2/C=4 1 -APS PB & SIGN (LT ARROW) (PB8-1) 1-3/C#20 EXTENDED INTO HH 14: 2-5/C#t2 10 11/2' NMC 2-2/C#14 Tal. 25 S.B. — SPEED LMR -45 MPH — — 7x25 2-3/C#12 OW 1-6PR40 SIGNAL HEAD # 2.2/CN14 Pm INPLACEAPS PUSH BUTTON STATION (MAINTAIN T 1 -APS PB & SIGN (LT ARROW) (PB8-1) INPLACE) EXTENDED INTO HH 14: 2-1, 2-2, 2-3 CONDUIT 1 1-2/c 14 4 4— 4— 1-1/c 6 INS GR INPLACE APS PUSH BUTTON STATION (MAINTAIN 1 -APS PS & SIGN (RT ARROW) (PB2-2) INPLACE) EXTENDED INTO HH 14: 5-1 CONDUIT 1 14 H 1-2/c 1-1/c 6 INS GR SIGNAL HEAD STATUS: �SAl 1 = REMOVE IN-PLACE OVERHEAD 3 OR 5 SECTION SIGNAL AND F & I NEW OVERHEAD 4 -SECTION ( SIGNAL ON END OF MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 3 OR 5 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). 20 10 0 20 40 scale fent -11/01 NIC 11 D6-1 IJ 0 r NIC — I-6PR1M9 0 = INPLACE LED (REUSE INPLACE). H = F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW LED SIGNAL HEADS SIGNAL HEAD # A1112' INDICATONS R Y FYA G I STATUS 1-1 4-4— 4— 1' 1-2 +- 4- 2 2-1, 2-2, 2-3 O 0 O INPLACE 3-1 4 4— 4— 1 3-2 4 4- 4- 2 4-1 4-2 O 0 O INPLACE 5-1 4- 4 t 1 s -z H 2 6-1 6-2 6-3 O O O INPLACE 7-i 4- 4- 2 8-1 8-2 O 0 0 INPLACE STATE PROJECT NO. 8823-411 DRAWN BY: JMO ' DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM SYSTEM ID: 1]36486 TE METER ADDRESS: 9250 HIGHWAY 25 NE OLD SYSTEM ID: 38324 3535 VPDNAIsI CENTER DRsT. SEH PAu� MN 55no HEREBY LERRFY THAT THIS PLW WAS PREPARED BY ME OR UNDER MY DIRECT SUPfRNSION AND THAT I AM A DULY DCHISm PROFESSION& ENONEFR UNDER THE lAWS OF THE STALE OF MINNESOTA � /H xo� . .uha M. Roy, PE D ac May y, 2023 Lia No. I REVISE SIGNAL SYSTEM 'A' UiTERSEC710N LAY= TRUNK RIOM'AY 25 AT 8CFIDDL BOULEVARD N MOMICELL0, VA9tliE COUNTY 12 �� NO. BY DATE REMSIONS NOTES: 1) ALL ITEMS OF THIS SIGNAL SYSTEM ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE, UNLESS OTHERWISE NOTED ON PLANS. 2) SEE SPECIAL PROVISIONS FOR STATE FURNISHED MATERIALS. 3) ALL HANDHOLES ARE PVC HANDHOLES WITH METAL FRAMES AND COVERS AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). 4) ALL PEDESTRIAN SIGNAL HEADS ARE ONE—SECTION LED "HAND/ WALKING PERSON" COUNTDOWN TIMER INDICATIONS AND ARE INPLACE (REUSE AND MAKE OPERATIONAL AS SHOWN). 5) ALL LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AND OPERATIONAL. 6) ANY DAMAGE TO INPLACE TRAFFIC SIGNAL FACILITIES (CONDUIT, CABLES, HANDHOLES, SIGNAL POLES, ETC.), DUE TO TRAFFIC SIGNAL REVISION WORK, SHALL BE REPAIRED BY CONTRACTOR TO SATISFACTION OF ENGINEER, AT NO EXPENSE TO CITY OR STATE. 7) CONTRACTOR SHALL MAINTAIN OPERATION OF THE SIGNAL SYSTEM AT ALL TIMES, EXCEPT AS OTHERWISE APPROVED BY ENGINEER. 8) ALL NEW VEHICULAR SIGNAL HEADS SHALL HAVE BACKGROUND SHIELDS FURNISHED & INSTALLED BY CONTRACTOR. ALL INPLACE VEHICULAR SIGNAL HEADS BEING REUSED AS PART OF THE REVISE SIGNAL SYSTEM HAVE BACKGROUND SHIELDS (REUSE & MAINTAIN INPLACE). 9) F & I = NEW, FURNISH AND INSTALL. S & I = INPLACE, SALVAGE AND INSTALL. 10) ALL NEW VEHICULAR SIGNAL HOUSINGS, BACKGROUND SHIELDS AND VISORS SHALL BE FABRICATED USING BLACK POLYCARBONATE MATERIALS. SEE SPECIAL PROVISIONS. 11) SEE SPECIAL PROVISIONS & DETAILS REGARDING NEW SIGN PANELS TO BE FURNISHED AND INSTALLED BY CONTRACTOR (INCLUDED AS PART OF PAY ITEM FOR ITEM NO. 2565—REVISE SIGNAL SYSTEM A). CONTROLLER CABINET TO HH 17: 4" RSC 4-12/c 12 2-5/c 12 7-3/c 12 14-2/c 14 2-3/c 20 1-6 PR 19 OINPLACE PA100 POLE FOUNDATION MAINTAIN PE PA100—A-45—D40-9 (DAVIT(INP ACE) 1 -ONE WAY SIGNAL—OVERHEAD AT A2 (40 2)EG) TYPE 10B — POLE MOUNTED 180 DEG (4-1, P4-2) STREET NAME SIGN PANEL—OVERHEAD AT 18' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (04,7) EXTENDED INTO HH 1: 3" RSC 2-12/c 12 1-5/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 4-3, 5—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 1-2, 3—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG LUMINAIRE-250 W HPS R10-12 SIGN PANEL—ADJACENT TO 4-3 INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P2-1) (S&1) F & I I 1—ONE WAY SIGNAL AND ANGLE MOUNT—OVERHEAD AT 0' (NEW 7-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 1-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 1-2, P2-1) LUMINAIRE—LED (40' MOUNTING HEIGHT) R10—X12 SIGN PANEL—ADJACENT TO 7-1 OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-55—D40-9 (DAVIT AT 350 DEG) INPLACE) 1—ONE WAY SIGNAL—OVERHEAD AT 12' (8-2) TYPE 10B — POLE MOUNTED 180 DEG (8-1, P8-2) STREET NAME SIGN PANEL—OVERHEAD AT 18' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (08,3) EXTENDED INTO HH 8: 3" RSC 2-12/c 12 1-5/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 8-3, 5—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 5-2, 3—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG LUMINAIRE-250 W HPS R10-12 SIGN PANEL—ADJACENT TO 8-3 INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P6-1) (S&1) F & I I 1—ONE WAY SIGNAL AND ANGLE MOUNT—OVERHEAD AT 0' (NEW 3-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 5-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 5-2, P6-1) LUMINAIRE—LED (40' MOUNTING HEIGHT) R10—X12 SIGN PANEL—ADJACENT TO 3-1 OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-55—D40-9 (DAVIT AT 350 DEG) INPLACE) 2—ONE WAY SIGNALS—OVERHEAD AT 11', 22' (6-3, 6-2) TYPE 108 — POLE MOUNTED 180 DEG (6-1, P6-2) 1—APS PUSH BUTTON & SIGN (LT ARROW), WITH APS MAST ARM POLE ADAPTOR (PB4-1) STREET NAME SIGN PANEL—OVERHEAD AT 28' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (06,1) EXTENDED INTO HH 5: 3" RSC 2-12/c 12 1-5/c 12 4-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 1-1, 3—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 8-4, 5—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG LUMINAIRE-250 W HPS INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P4-1) (S & 1) F & I i 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 1-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 3-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 3-2, P4-1) LUMINAIRE—LED (40' MOUNTING HEIGHT) R10—X12 SIGN PANEL—ADJACENT TO 1-1 ®(INPLACE PA100 POLE FOUNDATION MAINTAIN TYPE PA100—A-45—D40-9 (DAVIT AT 350 DEG) INPLACE) 2—ONE WAY SIGNALS—OVERHEAD AT 11', 22' (2-3, 2-2) TYPE 10B — POLE MOUNTED 180 DEG (2-1, P2-2) STREET NAME SIGN PANEL—OVERHEAD AT 28' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (02,5) EXTENDED INTO HH 13: 3" RSC 2-12/c 12 1-5/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACEONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 5-1, 3—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 4-4, 5—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG LUMINAIRE-250 W HPS INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P8-1) (S & 1) F & I I 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 5-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 7-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 7-2, P8-1) LUMINAIRE—LED (40' MOUNTING HEIGHT) R10—X12 SIGN PANEL—ADJACENT TO 5-1 STATE PROJECT NO. 8823-411 DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM INPLACE — CONTROLLER AND CABINET / / _ PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 SEH I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. „• /(// Name: John M. Gray, PE Date: May 23, 2023 Lic. No. 22457 (SALVAGE) �� 52 G INSTALL — CONTROLLER AND CABINET (FURNISHED BY STATE) OINPLACE EQUIPMENT PAD FOUNDATION (MAINTAIN SIGNAL SERVICE CABINET (SSB—WITH BATTERIES) INPLACE) 0.75" NMC, 2" RSC, AND 3" RSC STUB OUTS FROM CONTROLLER CABINET (THREADED/CAPPED FOR FUTURE USE) SERVICE CABINET TO HH 18: 2" RSC 3-1/c 2 CONTROLLER CABINET TO SERVICE CABINET: 2" RSC 2-1/c 6 1-1/c 6 INS. GR. SERVICE CABINET TO HH 1: 2" RSC 4-3/c 12 (LUM) CONTROLLER CABINET TO HH 1: 4" RSC 4-12/c 12 2-5/c 12 7-3/c 12 15-2/c 14 2-3/c 20 1—ETHERNET CABLE CONTROLLER CABINET TO HH 17: 4" RSC 4-12/c 12 2-5/c 12 7-3/c 12 14-2/c 14 2-3/c 20 1-6 PR 19 OINPLACE PA100 POLE FOUNDATION MAINTAIN PE PA100—A-45—D40-9 (DAVIT(INP ACE) 1 -ONE WAY SIGNAL—OVERHEAD AT A2 (40 2)EG) TYPE 10B — POLE MOUNTED 180 DEG (4-1, P4-2) STREET NAME SIGN PANEL—OVERHEAD AT 18' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (04,7) EXTENDED INTO HH 1: 3" RSC 2-12/c 12 1-5/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 4-3, 5—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 1-2, 3—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG LUMINAIRE-250 W HPS R10-12 SIGN PANEL—ADJACENT TO 4-3 INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P2-1) (S&1) F & I I 1—ONE WAY SIGNAL AND ANGLE MOUNT—OVERHEAD AT 0' (NEW 7-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 1-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 1-2, P2-1) LUMINAIRE—LED (40' MOUNTING HEIGHT) R10—X12 SIGN PANEL—ADJACENT TO 7-1 OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-55—D40-9 (DAVIT AT 350 DEG) INPLACE) 1—ONE WAY SIGNAL—OVERHEAD AT 12' (8-2) TYPE 10B — POLE MOUNTED 180 DEG (8-1, P8-2) STREET NAME SIGN PANEL—OVERHEAD AT 18' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (08,3) EXTENDED INTO HH 8: 3" RSC 2-12/c 12 1-5/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 8-3, 5—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 5-2, 3—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG LUMINAIRE-250 W HPS R10-12 SIGN PANEL—ADJACENT TO 8-3 INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P6-1) (S&1) F & I I 1—ONE WAY SIGNAL AND ANGLE MOUNT—OVERHEAD AT 0' (NEW 3-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 5-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 5-2, P6-1) LUMINAIRE—LED (40' MOUNTING HEIGHT) R10—X12 SIGN PANEL—ADJACENT TO 3-1 OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-55—D40-9 (DAVIT AT 350 DEG) INPLACE) 2—ONE WAY SIGNALS—OVERHEAD AT 11', 22' (6-3, 6-2) TYPE 108 — POLE MOUNTED 180 DEG (6-1, P6-2) 1—APS PUSH BUTTON & SIGN (LT ARROW), WITH APS MAST ARM POLE ADAPTOR (PB4-1) STREET NAME SIGN PANEL—OVERHEAD AT 28' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (06,1) EXTENDED INTO HH 5: 3" RSC 2-12/c 12 1-5/c 12 4-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 1-1, 3—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 8-4, 5—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG LUMINAIRE-250 W HPS INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P4-1) (S & 1) F & I i 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 1-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 3-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 3-2, P4-1) LUMINAIRE—LED (40' MOUNTING HEIGHT) R10—X12 SIGN PANEL—ADJACENT TO 1-1 ®(INPLACE PA100 POLE FOUNDATION MAINTAIN TYPE PA100—A-45—D40-9 (DAVIT AT 350 DEG) INPLACE) 2—ONE WAY SIGNALS—OVERHEAD AT 11', 22' (2-3, 2-2) TYPE 10B — POLE MOUNTED 180 DEG (2-1, P2-2) STREET NAME SIGN PANEL—OVERHEAD AT 28' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (02,5) EXTENDED INTO HH 13: 3" RSC 2-12/c 12 1-5/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACEONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 5-1, 3—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 4-4, 5—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG LUMINAIRE-250 W HPS INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P8-1) (S & 1) F & I I 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 5-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 7-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 7-2, P8-1) LUMINAIRE—LED (40' MOUNTING HEIGHT) R10—X12 SIGN PANEL—ADJACENT TO 5-1 STATE PROJECT NO. 8823-411 DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM SYSTEM ID: 1736486 T.E. METER ADDRESS: 9250 HIGHWAY 25 NE OLD SYSTEM ID: 38324 / / _ PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 SEH I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. „• /(// Name: John M. Gray, PE Date: May 23, 2023 Lic. No. 22457 REVISE SIGNAL SYSTEM 'A" SIGNAL SYSTEM NOTES TRUNK HIGHWAY 25 AT SCHOOL BOULEVARD IN MONTICELLO, WRIGHT COUNTY �� 52 G NO. BY DATE REVISIONS 2 3-2 s- I -2 CONTROLLER CABINET ® 7-z O 3-1 s -z Q 6-1 Ah O O O PL, -2 4-1 O O O S 2© 2-I O 2-3 8-2 PS -2 B-1 ® O O -Z-f-02-1 23 NLK RLA ++• 43 NEU ]--P6-2 riA ** TN 8_� �_2 DVK 5-1 GLA ++ NEA ** WLK 2B 2l 9 0 —.. .... -T� REO PL, YEL NEU T P4-1 FYLA ** 4 42 85051 GRIN14-1 SPR �_2OWK FEUWLK 44 NEU 25 NEU DWK WLKP4-2 9 SPR 26 ---III 0184A 106 EVP LHT P8 -1--C NEU 45 _ *# PS -2 P2-1 DWK NEU NEU SPR 02 9 05 EVP � 4G ## P2-2 PS -1 YLT1-i 23 11 12 GLTA 27 EVP SPR 5-1 43 44 53 ® EO,G DETECTOR 02 i 05 04,7 EVP *+ RLA 28 EYP 47 ® P8-1 02 & 05 LIGHT 08.3 EVP P4-1 PB4-1 LIGHT *+ LIGHT YLA 04-3 DETECTOR 24 �' 13 14 LA ** NEU 7 1 D4-4 DI -I 45 46 54 55 SPR 01 h 06 EVIR S »* FYLA 3B 07-1 01-2 49 08,3 EVP Bt & BG EYP m4,7 EVP LUMINAIRE 10 ** SPR 02 & 05 EVP LUNINADRE DETECTOR LIGHTDETECTORDETECTOR ** RLA 31 DETECTOR NEU D7-2 REO 27 UB 0 EVP 15 3 Q »* Hus YLA 1-2 32 04-1 8-1 -{ fm0tt7 TOflR� 47GLA 6 ® T 56 LUMINAIRE w+ FYLA 33 JSL-- D4-2 Pe -2 WLK LUMINAIRE 4 TAPB4-2 6466 _1 ''EO.G OWK 50 ® SPR 59 S'A p 5 TO ll EjEl SPR EOSiAP06-1 Lel NM QI FN 17 NEU 66 APBB-2 8-2 -j YLTA I� HH3 I_m _ P L#L12 HH 9, HH 8 I �D"1 0 18 1 f KH i F+1 1L_ J .yam t E(LG111___a� HH'G- 90- J �4 -584 Ir"' � r�, II�M" I I NEU P2-1[RLTA.P62-2 RLA w* IBl 59-610 I 58 1056 Str2 J 19 �63 t -I j � I 63-65 � 6-2 3-1 GLA *» I— NEU F L _I I i - A 5960 (— —Ij 5968IIWK I L 1 I I I I J — T- 3--6 1NEU A 4-2 FYLA *+ 5 6 41 50 90 1 5q -G0 r 157.58 1 SPR SPR ++ 51 t I I �28� I;II�I 1 _ �" 7 8 L7 PBS 14 04,7 EVP LIGHT 65 -1 RLA ** �,, NEU NEU +* ( JLN� L� I L� ty66Itoj@ _2 63 1 I 1 1 „ H; 04, 5-2 riA +* � ^- 136 62.66 m4,7 GLA ** 08_3 �J HH 11 Ir1 1 DETEfiOt D3SPIR 1 F7LEO.G OB 4 37 1 �7a_ 04-3 1 1 J 16 SPR 115 EVP— � I — — J61.65 1 6666 PE0.S 2 — T- 05-1 03-2 52 L _ .— i;6 62,66 sm 04-4:Dj29 17.8 1 05-2 OS -3 3' NEU EW 5.6. 36-.41-56. 1— D7-1 J�' 1 — "H 3 18 `.A-1 OB -4 37 _ `..0-2 08_1 P6_I --� NEU DWK r 53 L;6 3& 39 971712 07-2 - 3,1 02-1 I 7 I I� I 34 15A 9-1 _ —'-1 YEL 08-2 SPR 54 I D3-1 DL � I -� I— 02-2 B i GAIN NEU F39 NEU 6-1 SPA 03-2 35 i 1 OB -1 PEO.STAPB2-2 RED 08,3 EVP LIGHT 132.33 L — — � 6-2 RED NE L 1 39 D8-21 I�I +w SPR NEU2_i NEU 011.3YEL GRIN 5666 5.6.34-.41-5& 159-62 L -- 04-1 J 1 36 sw SPR 2-2 SEP REO DETECTOR - YEL 41 L 17 INTERNAL POLE COLOR COOING CONDUCTOR COLOR CODING r 331 ER RLA NEU RN D6-1 1 R RED R � J'• ;+ YLA SPR `r D6-2 5962 I 7 4 � 5-SECTIDN 51r12� GLASPR NEU L 1 BATTERY ** FYLA 3 2 SPEM*wr iHrCA�CO%AcRR rho 90 I— J Y ci TA unElcATta orBLx LUNOIAIRE BACKUP 21 *' SPR RLA *+ 16PR'19 SPR 12! R-� CABINET DRlO — SPARED r YLA +* 1 s 6 sirze SEL Q LUMINAIRE REO �6-3 SOP NEXJ 7 2 NEU ** TO 1. 5/1714 GLA BL 3h4 -SECTION 5 YEL FYLA ++ -6 INS'• G6 HH 1 V WH INDICATION ff LUMDNAIItE © EEaz - - SPR ++NEU GRN 42 NOTES: B GLTA 2-1 7 1SPR 4 © =LLMAM +r RLA F- NEU 1) ALL CABLES &CONDUCTORS (FROM CABINETS TO EACH POLE 4/ 4�OWK ** YLA _I REO BASE AND HANOHOLE), CONDUITS, HANDHOLES, POLES, PUSH � PEDESTRIAN B 6 22 GLA -i 2-3 L YEL BUTTON STATIONS, AND LOOP DETECTORS ARE INPLACE AND � INDICATION 1 ® +* NEU GRN SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN. X19 1 now3-1/172 POWER *w FYLA EO.G 2) *DENOTES NEW OR REVISED TERMINATIONS ON INPLACE 2/C---�7PBlP1ASltA 1 SIGNAL 2 2 SIGNAL BBU CM44ZAM E CABLES. NOTE, RETAILED DIAMETER SINAL NOTE, ALL TER!ffilAL BLOCK CINdECTIO _ — COMM.CABLE67 SERVICE 2-Lr6 2-11176 SERVICE 67 3) ** DENOTES REVISED TERMINATIONS/LABEUNG ON INPLACE CONTROL CABLE SWILL BE Aft AS SPELff®AS CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN 67 CONTROLLER CABINET. 4) V DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT STATE PROJECT NO. 8823-411 REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). I HEREBY CERREY THAT MIS PLAN WAS PREPARED BY ME OR REVISE SK�IAL SYSTEM 'A' SYSTEM D: 1]38486 T.E. PROFESSIONAL ENGINEER UNDER RIE LAWS OF A STATE OF MINNROTA DRAWN BY: JMG / UNDER MY MPECT SIIPFANSI. AND RUT AME TL NCENSED q �7 DESIGNER: JI4G METER ADDRESS: 9250 HIGHWAY 25 NE /_ 3535 VADNAS CENTER DR. FIELD WIPoNG DIAC;RAM IY CHECKED BY: JMG OLD SYSTEM ID: 38324 C ST. PAUL, MN 55110 �� Moms ,bM1n M. pay, PE TRUNC HGHWAY 25 AT SCHOOL BOULEVARD G/f DESIGN TEAM NO. BY DATE RENSIONs SEH '.Dom: ��SSS Mor 23. 2023 Ui Na _2245.L 4 MCI(TICELLO, WRIGHT COIMTY JG a 1-1 6- 6-1 8-4 6- 4- P4-2 4-1 Q 4-3 O 1-ZO CONTROLLER CABINET 4 5-1 Q 2-1 O 4-4 2-3 s 8© P8-2 8-1 B-3 7 �_1 WLK NEU } P6-2 SPR SPR 43 8 02-2 DWK SPR - NEU 0 24 WLK OWK ]- P4-1 CLG EWLLK { 42 58 5L M 20 21 9 0 YEL 4_! F'2-2 _c 44 NNEU 25 FNEELU 0� 9 WLJC P4-20 DSPPRR PB4-1 WLK P8-1 C FEU 45 �j LEFE 01 & 06 EVP LHT DWK E) p6-2 P2-1 NEU YRLTAL 4-2 NEU SPR 02 & 05 EVP L14T NEU 46 P2-2 49 P8-1 53 22 23 LL 12 GLTA 27 es EYP SPR 44 k EU.G DETECTOR 02 & 05 EYP 47 02 05 EVP 08 EVP O P4-1 P84-1 04 EVP LIGHT RED YE D4-3 DETECTOR 48 P8-1 LIGHT LIiYIT SPR 54 55 • 24 25 t3 L4 GRN 4-3 NEI D-1 4-4 D1 i5 SPR 01 & 06 EVP PR 01 & 06 EVP 04 EVP DETECTOR LUMINAIRE 18 YLTA GLTA 30 31 07-1 DI -2 49 02 05 EVP LUMINAIRE & DETECTOR 08 EVP DETECTOR LIGHT DETECTOR 27 tvr 26 TO EVP N HUB 15 3 SPR FEU RLTAYLTA} I-2 32 D7-2 04'L YEL 8 -1 -GRN 47 6 ® HUB T EVP 56 N118 LUMINAIRE64 LUMINAUIE 66 6666 { 1 PEDSTA.PB4-2 2-1 EO GA SPR 54 D4-2 PEO.STAP86-L PB -2 WLX OWK SPR 58 5 11SPIR SPR NPU TA -P88 -z 8-2 YNEULTA HH}3 I_� _ � HH -12 HH _ 6 1 9� jHHj — I _ ._ 118 r — — 4 ©HHD17 FH 5i J E� 61 6' 1 TA ��' I� TO HH o- =J 15�48�8� '� 50-58WILK 101 59 68 ` 1506 I �o-1 �V 1 l�$$� I 1 33J 1- 1963 63 I 7- 63-65 N } P2-1 �R 63 PEDSTA.P62-2 TAP '2 YEL-I�- 8-3 GFIN I J I - 5960 I— — — T� I 4 I I1 IT j 59-68 I m SD' 2 Lf --- 1 T 13 pEp STA.P 4-2 NEU NEA II 11 5 6, 41 58. 40 1590 I i I N I 157. 58 86-1 L I jj o C3 28-LHH 17.8 L; SPIR B4 EYF uir NEU -1 GYLTA LTA SPR NEU 51 I L _ 4 L� L� 161.66 08-3 I 36 62 66 1 0 ukll ,1 B8-2 63 s I 1 1 I �2 IT ITA —I} 7 C r I I 14 5 04 EVP DETECTOR 01 A EG.G�_4 971— 39 1— N — za 04-3 I J 16 05-1 03-1 35 m "a I I ;5 — so �� I 1I cu c2 29 I —� T— 17 05-2 D3-2 � 52 `- 62.66 I i— W� 6 04-4 :DJ 17.8 !e 08-3 E(�LG 5.6.36441-8. 90159-62 m I 07-L I LH 1 , � 19 SO 2 08-4 DB -1 WLK P6-1 { NEU 53 L 16 3/C•12 -L 39 341 1 -1 S _ 07-231 02-1 1 1 REO YEL 08_2 39 SPR 54 FH;5A D3-1 - L 6 1 RENO SPA 08 EVP LHT I 35RED 1 I 08-1 D3-2 PED STA PB2 2 32.33 — u1 s-2 GRN REDNEU L I 39 06.2 ITEMS DENOTED WITH AN . ARE 1NCUDED L 7 NEU 2-1 YEL GRIN 0B 56 5.6. 34-,41-58. 90 S,YSTEM PAY PAYMENT FrrEkL OR THE NNECT 2 , D4 -t 321 3 6 YRLTA LTA } 1-1 GLTA z -z NEU BREED 41 EVP DOCTOR 57 159-62 — i 17 INTERNAL POLE COLOR CODING CONDUCTOR COLOR COOING I331 04-2 J• 1 E[LG RED GRN 5-1 GRN LTA YLTA DG -1 06-2 58 1 U Y�ED 34-_%41-58,90 59.E 7 4 5 -SECTION GRIN NEU INDICATION 1 y R O BL 5/C12 WH y L_ _ BATTERY BACKUP 1 21 NEU 8-4 YLTA GLTA GLIA EOG 01TERcoNNECT TO CHELSEA ROAD • 1-WR•19 90 J YLTA GLTA SPR 6 6 12�C•1 D/B" R OR 0 / 3/C•28 LUMINAIRE `'� 3 Q CABINET LRRO. LUMINAIRE SPR � 6_3 4-4 YEL GAN 06 R RED 5/C•14 WH � INDICATION 5 YLTA INS. GRD. 66 BLK 2-1/ W 41 LUMINAIRE L 4 3Q LUKINAIRE GRN EOX GLTA SPR NEU 42 TO GLTA HH I R OWK __ 4/ 4 WLKNEU R 3/C12 2/C•1 &RK m FNI 8 6 22 SSPPRR SPR 2-3 RED y� INDICAPEDESTRIAN BLx SPR BL1C INPUT NEU EO.G GRN FOG EE] BLK 2/C'14 jam— EVP/P6/FLASHER 6PR•19 9 I— 3-1/C•2 POWER SIGNAL 1 2-VC6 2 2 2-VC"6 BVI AL 67 BBU NEU NOTE`REDUCED DIAMETER SIGNAL ONARRANGEDCOL CABLE, NOTEA ALL TERMINAL BLOCK CONNECTIONS SHALL ARRANGED AS SPECIFIED C — COMM CA61 E67 SERVICE O 67 T.E. 5914 WIRING DIAGRAM S.A.P. a W ai BY DATE REVISIONS SYSTEM IDI 1736486 N0. DRAWN BY. CKD BYE DATES y a 9250 HWY 25 NE TRAFFIC CONTROL SIGNAL SYSTEM "All TH25 AT SCHOOL BLVD. CERTIFIED BY I �o-�n:au n�ci"ten LIC. NO. OATEs JBA 01/24/23 AS -BUILT METER ADDRESS O 4. ur 38324 IN MONTICELLO, WRIGHT COUNTY STATE PROJ . N0. 8605-50 ( T. H. 25) SHEET NO. OF SHEETS OLD SYSTEM IDS NOTE: EXISTING PLAN REPRESENTS THE BEST INFORMATION AVAILABLE FOR THIS SIGNAL SYSTEM, AND IS BEING PROVIDED FOR INFORMATIONAL PURPOSES ONLY. STATE PROJECT NO. 8823-411 DRAWN BY: JMG SYSTEM ID: 1736486 T.E. J EXISTING SIGNAL SYSTEM "A" 15 DESIGNER: JMG METER ADDRESS: 9250 HIGHWAY 25 NE �_ PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. 'FOR INFORMATION ONLY" (FIELD WIRING DIAGRAM) CHECKED BY: JMG OLD SYSTEM ID: 38324 SEH ST. PAUL, MN 55110 TRUNK HIGHWAY 25 AT SCHOOL BOULEVARD 52 NO. BY DATE REVISIONS DESIGN TEAM IN MONTICELLO, WRIGHT COUNTY INPLACEAPS PUSH BUTTON STATION (MAINTAIN 1 -APS PB & SIGN (LT ARROW) (PB6-1) INPLACE) EXTENDED INTO HH 13: NOTES: i CONDUIT 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH 1-2/c 14 POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, PUSH 1-1/c 6 INS GR BUTTON STATIONS, AND LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT. INPLACE APS PUSH BUTTON STATION 2) ♦ DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED (MAINTAIN 1 -APS PB & SIGN (RT ARROW) (PB8-2) BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING INPLACE) EXTENDED INTO HH 13:1 CONDUIT SIGNAL HEAD AT/NEAR THE SAME LOCATION). 1-2/c 14 3) ■ DENOTES EITHER NEW MID -MAST ARM MOUNTED SIGNAL HEAD 1-1/c 6 INS GR TO BE FURNISHED & INSTALLED BY CONTRACTOR, OR INPLACE MID MAST ARM MOUNTED SIGNAL HEAD TO BE SALVAGED AND REINSTALLED BY CONTRACTOR AT NEW LOCATION ON MAST ARM. 4) SEE SHEET 17 FOR GENERAL SIGNAL SYSTEM B NOTES, CABINET NOTES, AND DETAILED POLE NOTES. INPLACE APS PUSH BUTTON STATION (MAINTAIN T 1 -APS PB & SIGN (RT ARROW) (PB6-2) INPLACE) 1 EXTENDED INTO HH 9: ill CONDUIT 1-2/c 14 1-1/c 6 INS GR HH 11 l r l f l II I a II II II`� I I I it I' 14' 12' 14' I j�II I I 1��I�I I � W 1.5 NMC II 2-2/C#79 �, f Ir I SII 1 4" RSC I HH PH 1 21 I -�i / I 0. 1-5" NMC i 6-2/C#14 HH 9 9" RSC _ 2-12/C#i 3,_,_.. 1 4-3/C412 1-3/C#20 II 1-3/C#12 (LUM1 _ 2-2/C#14PED II 550 VP {45 MPHI._. I HH 8 , I _ _. 14• —� D2-2 LOCATION 12' 02-1 2-6z6 20' & 50' "T— 01-2, D5-2 2-6x6 RSC —�-,_ 2-12/C#12 /L1 "�^ D5-1 ID5-2 D2-1, D2-2 HH 7 2" NMC HH 6 HH 11 l r l f l II I a II II II`� I I I it I' 14' 12' 14' I j�II I I 1��I�I I � W 1.5 NMC II 2-2/C#79 �, f Ir I SII 1 4" RSC I HH PH 1 21 I -�i / I 0. 1-5" NMC i 6-2/C#14 HH 9 9" RSC _ 2-12/C#i 3,_,_.. 1 4-3/C412 1-3/C#20 II 1-3/C#12 (LUM1 _ 2-2/C#14PED II 550 VP {45 MPHI._. I HH 8 , I _ _. —11- NUMBER SIZE (FT.) LOCATION -T--T-4I -- 2-6z6 20' & 50' L 1 L1� LIl 01-2, D5-2 2-6x6 RSC —�-,_ 2-12/C#12 /L1 "�^ D5-1 ID5-2 D2-1, D2-2 6x6 4=3/C#12_ I I D3-1, D7-1 2-6x6 1-3/C#20 — — D3-2, D7-2 2-6x6 1-3/C#12 (LUM) II fl D4-1, D4-2 6z6 - 8-2/C#14 I 04-3 u 2-2/G#14PED INPLACE D4-4 2-6x6 5' & 20' If 66-1, D6-2 6z6 475' INPLACE D8-1, DB -26x6 • --_ INPLACE ('i 1r') •9 2" NMC -� 2 2/C#19 NH 5 �� ALL LOOP DETECTORS ARE PVC LOOP DETECTORS PER MnDOT STANDARD PATE 8132 AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). LOCATION = DISTANCE FROM CROSSWALK TO FRONT OF LOOP DETECTOR IN FEET. INPLACE APS PUSH BUTTON STATION (MAINTAIN1-APS PB & SIGN (RT ARROW) (PBA -2) INPLACE) EXTENDED INTO HH 4: CONDUIT 1-2/c 14 1-1/c 6 INS GR CONTROLLER PHASING, PEDESTRIAN INPLACEAPS PUSH BUTTON STATION INDICATIONS AND PUSH BUTTONS (MAINTAIN i -APS PB & SIGN (LT ARROW) (PB2-1) �z INPLACE) EXTENDED INTO HH 4: PB6-2-2 04 07 P86 1 1 CONDUIT Q Q PBB 2 1-1/c 614 41NS OR PB4-1 P6-2 P6_1 FO P4-1 PB -2 4'06 TH 25 P 01 SIGNAL SYSTEM OPERATIONS: 05 d -SIGNAL SYSTEM FLASH MODE IS ALL RED. 02 P4-2 P8-1 -NORMAL OPERATION SHALL BE 8 PHASE, P2-1 P2-2 WITH PHASES 1, 3, 5, 7 BEING REVISED PB4-2 01 H) TO FLASHING YELLOW ARROW OPERATIONS Q PB2-1a I'q p a PBO 1 (FLASH BY TIME OF DAY PROGRAMS). Ped push bu.— I 03 08 PB2-2 -VEHICLE SIGNAL PHASES 2 & 6 OPERATE lacuted os shown. Chelsea Road ON RECALL. DRAWN BY: NG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM N0. I BY I DATE REMSIONS a 4 m E AL 4" RSC HH 4 2-12/C412 i - ')nL 1-i' L 1 4t1 -/C al 2 -5/C#20 -3/C#12 .y(LUrM) 1� 'r IiII IiI [10-2/C#19 2-2/C#144' RSG 1 1 p t2C4-/#14 o ' 7-3/C#12 11 E � 2-3/C#20 2-3/Ctt12 ( j 1 4 2/C#144 ��UMI j 114-12IIppr"Cu14I 2-3qC#12 (LUMI111 NET I 12-vf:2' � I I I � 4-2lC0F14�' � I IiI . SYSTEM ID: 1736220 T.E. METER ADDRESS: 1120 HIGHWAY 25 SOUTH OW SYSTEM ID: 22336 B 2 -5" NMC -2/C#14 PVC LOOP DETECTORS NUMBER SIZE (FT.) LOCATION STATUS 01-1, D5-1 2-6z6 20' & 50' INPLACE 01-2, D5-2 2-6x6 5' & 35' INPLACE D2-1, D2-2 6x6 475' INPLACE D3-1, D7-1 2-6x6 20' & 50' INPLACE D3-2, D7-2 2-6x6 5' & 35' INPLACE D4-1, D4-2 6z6 120' INPLACE 04-3 2-6x6 5' & 20' INPLACE D4-4 2-6x6 5' & 20' INPLACE 66-1, D6-2 6z6 475' INPLACE D8-1, DB -26x6 • 120' INPLACE DB -3, DB -4 2-6z6 5' & 20' 1 INPLACE ALL LOOP DETECTORS ARE PVC LOOP DETECTORS PER MnDOT STANDARD PATE 8132 AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). LOCATION = DISTANCE FROM CROSSWALK TO FRONT OF LOOP DETECTOR IN FEET. 20 10 0 20 40 scab fad O INPLACE T W00D POLE (SOP) MAINTAINB (INP ADE) 2'TOHH RSC RISER AND WEATHERHEAD 1 3-1/c 2 NMC r\ / 2 2/C#14 HH 13_ -- - HH 14 HH 15 �... __ _ o- .. 1I It 11 +(-j 0 { �� 2 12RC#12 — _ L 7 06-1 Ii/Jj 3-3/C#72 li'� - — 1T- 1-3/C4020 01-2 D1-1 7-3/C#12 (LUM) 2-2/Ctt14 li, LJD6-2 LL_wL_ _y1 14' IIHH 1s TRUNK NIGHWAY'25 45 MPT 600 4" RSC 02-2 -3/CV1 2_. — _ _ _ _ — _ _. _ _ OAKK DE JJ 3 3/C#12 BACK DET. 4 1-3/C#20 02-1 1-3/C412 (LUM) I 2 2/C#14PED C#12._(LUM) ,1-6PR419 .. �_I.. INPLACE APS PUSH BUTTON STATION (MAINTAIN T 1 -APS PB & SIGN (LT ARROW) (PB8-1) INPLACE) EXTENDED INTO HH 17: 1 1" CONDUIT -2/c 14 1-1/c 6 INS GR INPLACE APS PUSH BUTTON STATION (INP (RT ARROW) (PB2-2) ATCE) EXTENDED INTOHGN HH 3-1 CONDUIT 4--' 1-2/c 14 1-1/c 6 INS GR 9 10 = INPLACE LED (REUSE INPLACE). • H = F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW SIGNAL HEAD STATUS: 1 = REMOVE IN-PLACE OVERHEAD 3 OR 5 SECTION SIGNAL AND F & I NEW OVERHEAD 4 -SECTION SIGNAL ON END OF MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 3 OR 5 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). 3 = F & I NEW OVERHEAD SIGNAL ON IN-PLACE MAST ARM (WITH NEW STRAP -ON MOUNT). 4 = SALVAGE IN-PLACE 3 -SECTION OVERHEAD SIGNAL AND REINSTALL ON IN-PLACE MAST ARM (WITH NEW STRAP -ON MOUNT). J I HEREBY CERTIFY TIAT PIIS PIAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY UCENSED PHONE (651) 490-2000 PROFESSIN& MQNM UNDER PIE 1AW5 OF 1HE STATE OF MINNESOTA _ 3535 VA0NA15 CENTER DR. SEH ST. PAU MN 55110 N.. John M. Gray, PE fiat.: �23� ui,. Na. 11�1 STATE PROJECT NO. 8823-411 INTERSECTION LAYOUT 6/ TFLW HIOFIWAY 25 AT CHELSEA ROAD s2 N MONnCELLO, WRKV- f COUNTY LED SIGNAL HEADS SIGNAL HEAD // R ALL 12' G'DICAIIORs Y FYA G STATUS -7 4--4- 4- 1 -2 4-4- +- 2 ''. 2-1, 2-2, 2-3 0 0 O INPLACE 3-1 4--' 1 3-2 �� 2 4-1 O O 0 INPLACE ■ 4-2 0 0 0 4 ■ 4-3 • • • 3 5-1 4-+- +- 1 5-2 4-4- 4- 2 6-1 6-2 6-3 0 0 O INPLACE 7-1 4-4- +- 1 _7_2j_ -;j_-4- 4- 2 8-1 0 0 0 INPLACE ■ 8-2 O O 0 4 8-3 • • • 3 STATE PROJECT NO. 8823-411 INTERSECTION LAYOUT 6/ TFLW HIOFIWAY 25 AT CHELSEA ROAD s2 N MONnCELLO, WRKV- f COUNTY NOTES: 1) ALL ITEMS OF THIS SIGNAL SYSTEM ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE, UNLESS OTHERWISE NOTED ON PLANS. 2) SEE SPECIAL PROVISIONS FOR STATE FURNISHED MATERIALS. 3) ALL HANDHOLES ARE PVC HANDHOLES WITH METAL FRAMES AND COVERS AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). 4) ALL PEDESTRIAN SIGNAL HEADS ARE ONE—SECTION LED "HAND/ WALKING PERSON" COUNTDOWN TIMER INDICATIONS AND ARE INPLACE (REUSE AND MAKE OPERATIONAL AS SHOWN). 5) ALL LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AND OPERATIONAL. 6) ANY DAMAGE TO INPLACE TRAFFIC SIGNAL FACILITIES (CONDUIT, CABLES, HANDHOLES, SIGNAL POLES, ETC.), DUE TO TRAFFIC SIGNAL REVISION WORK, SHALL BE REPAIRED BY CONTRACTOR TO SATISFACTION OF ENGINEER, AT NO EXPENSE TO CITY OR STATE. 7) CONTRACTOR SHALL MAINTAIN OPERATION OF THE SIGNAL SYSTEM AT ALL TIMES, EXCEPT AS OTHERWISE APPROVED BY ENGINEER. 8) ALL NEW VEHICULAR SIGNAL HEADS SHALL HAVE BACKGROUND SHIELDS FURNISHED & INSTALLED BY CONTRACTOR. ALL INPLACE VEHICULAR SIGNAL HEADS BEING REUSED AS PART OF THE REVISE SIGNAL SYSTEM HAVE BACKGROUND SHIELDS (REUSE & MAINTAIN INPLACE). 9) F & I = NEW, FURNISH AND INSTALL. S & I = INPLACE, SALVAGE AND INSTALL. 10) ALL NEW VEHICULAR SIGNAL HOUSINGS, BACKGROUND SHIELDS AND VISORS SHALL BE FABRICATED USING BLACK POLYCARBONATE MATERIALS. SEE SPECIAL PROVISIONS. 11) SEE SPECIAL PROVISIONS & DETAILS REGARDING NEW SIGN PANELS TO BE FURNISHED AND INSTALLED (OR SALVAGED & REINSTALLED) BY CONTRACTOR (INCLUDED AS PART OF PAY ITEM FOR ITEM NO. 2565 — REVISE SIGNAL SYSTEM B). 12) ADD ALTERNATE BID — SEE SPECIAL PROVISIONS & STATEMENT OF ESTIMATED QUANTITIES REGARDING FULL REPAINTING OF THIS SIGNAL SYSTEM (TO BE MEASURED AND PAID FOR SEPARATELY FROM ITEM NO. 2565 — REVISE SIGNAL SYSTEM B). INPLACE — CONTROLLER AND CABINET (SALVAGE) INSTALL — CONTROLLER AND CABINET (FURNISHED BY STATE) OINPLACE EQUIPMENT PAD FOUNDATION (MAINTAIN SIGNAL SERVICE CABINET (SSB—WITH BATTERIES) INPLACE) 3" RSC STUB OUT FROM CONTROLLER CABINET (THREADED/CAPPED FOR FUTURE USE) SERVICE CABINET TO HH 18: 2" RSC 3-1/c 2 CONTROLLER CABINET TO SERVICE CABINET: 1.5" RSC 2-1/c 6 1-1/c 6 INS. GR. SERVICE CABINET TO HH 17: 2" RSC 4-3/c 12 (LUM) CONTROLLER CABINET TO HH 1: 4" RSC 4-12/c 12 7-3/c 12 21-2/c 14 2-3/c 20 CONTROLLER CABINET TO HH 17: 4" RSC 4-12/c 12 7-3/c 12 7-2/c 14 2-3/c 20 1-6 PR 19 O(INPLACE PA100 POLE FOUNDATION MAINTAIN TYPE PA100—A-45—D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE—LED 2—ONE WAY SIGNALS—OVERHEAD AT 12', 24' (2— TYPE 108 — POLE MOUNTED 180 DEG (2-1, P2-2 STREET NAME SIGN PANEL—OVERHEAD AT 28' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT EXTENDED INTO HH 17: 3" RSC 2-12/c 12 4-3/c 12 1-3/c 20 1-3/c 12 (LUM) OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-50—D40-9 (DAVIT AT 350 DEG) 3, 2-2) INPLACE) LUMINAIRE—LED TYPE 10B — POLE MOUNTED 180 DEG (4-1, P4-2) EXTENDED INTO HH 4: AT 6' (02,5) 3" RSC 2-12/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACETONE ONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 5-1, 3—SECTION) (REMOVE) I ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 4-4, 5—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P8-1) (S&1) F & I1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 5-1) I 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 7-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 7-2, P8-1) R10—X12 SIGN PANEL—ADJACENT TO 5-1 OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-55—D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE—LED 2—ONE WAY SIGNALS—OVERHEAD AT 12', 24' (6-3 TYPE 10B — POLE MOUNTED 180 DEG (6-1, P6-2 1—APS PUSH BUTTON & SIGN (LT ARROW), WITH APS MAST ARM POLE ADAPTOR (PB4-1) STREET NAME SIGN PANEL—OVERHEAD AT 28' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT EXTENDED INTO HH 9: 3" RSC 2-12/c 12 4-3/c 12 1-3/c 20 1-3/c 12 (LUM) 6-2) AT 6' (06,1) INPLACEONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 1-1, 3—SECTION) (REMOVE) I ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 8-4, 5—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P4-1) (S & 1) F & I1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 1-1) I 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 3-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 3-2, P4-1) R10—X12 SIGN PANEL—ADJACENT TO 1-1 INPLACE ONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 4-3, 5—SECTION) (REMOVE) T ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 1-2, 3—SECTION) 1 TYPE 10B BRACKETING—POLE MOUNTED 90 DEG R10-12 SIGN PANEL—ADJACENT TO 4-3 INPLACE ONE WAY SIGNAL—OVERHEAD (4-2) — RELOCATE FROM 12' TO (S & 1) 18' FROM LEFT END OF MAST ARM 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P2-1) STREET NAME SIGN PANEL (APPROX SIZE 42" x 48")—RELOCATE FROM 16' TO 22' ON MAST ARM (F & I NEW BRACKETING) (D-39) ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (04,7) F & I 5—FOOT EXTENSION FOR MAST ARM 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT END OF 5—FOOT EXTENSION (NEW 7-1) 1—ONE WAY SIGNAL AND STRAP—ON MID—MOUNT AT 6' FROM END OF MAST ARM (NEW 4-3) STRAP—ON MID—MOUNT AT 18' FROM END OF MAST ARM (FOR 4-2) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 1-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 1-2, P2-1) R10—X12 SIGN PANEL—ADJACENT TO 7-1 3/4" RSC EXTENSION FOR EVP DETECTOR AND LIGHT AT 6' (FOR RAISING EVP ABOVE SIGNAL HEAD 4-3) ®INPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-45—D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE—LED TYPE 106 — POLE MOUNTED 180 DEG (8-1, P8-2) EXTENDED INTO HH 13: 3" RSC 2-12/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 8-3, 5—SECTION) (REMOVE) T ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 5-2, 3—SECTION) 1 TYPE 10B BRACKETING—POLE MOUNTED 90 DEG R10-12 SIGN PANEL—ADJACENT TO 8-3 INPLACE ONE WAY SIGNAL—OVERHEAD (8-2) — RELOCATE FROM 12' TO (S & 1) 20' FROM LEFT END OF MAST ARM 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P6-1) STREET NAME SIGN PANEL (APPROX SIZE 42" x 48")—RELOCATE FROM 16' TO 24' ON MAST ARM (F & I NEW BRACKETING) (D-40) ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (08,3) F & I 3—FOOT EXTENSION FOR MAST ARM 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT END OF 3—FOOT EXTENSION (NEW 3-1) 1—ONE WAY SIGNAL AND STRAP—ON MID—MOUNT AT 8' FROM END OF MAST ARM (NEW 8-3) STRAP—ON MID—MOUNT AT 20' FROM END OF MAST ARM (FOR 8-2) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 5-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 5-2, P6-1) R10—X12 SIGN PANEL—ADJACENT TO 3-1 3/4" RSC EXTENSION FOR EVP DETECTOR AND LIGHT AT 6' (FOR RAISING EVP ABOVE SIGNAL HEAD 8-3) STATE PROJECT NO. 8823-411 DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM SYSTEM ID: 1736220 T.E. METER ADDRESS: 1120 HIGHWAY 25 SOUTH OLD SYSTEM ID: 22336 / _ PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 SEH I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. „• /(// Name: John M. Gray, PE Date: May 23, 2023 Lic. No. 22457 REVISE SIGNAL SYSTEM '8" SIGNAL SYSTEM NOTES TRUNK HIGHWAY 25 AT CHELSEA ROAD IN MONTICELLO, WRIGHT COUNTY 1 1 7 52 G NO. BY DATE REVISIONS vv 6-i 9 9 4P HH 11 I46I #- - .... 20 21 . ._. _. 1 Am 45 } - - I 4L 04-1 HH 12 01 & 06 EYP DETECTOR 01 & 06 EVP LIGHT 44y -_1 D7-2 1 30 -- L-- _ HH e_-__ 431 +S -- 1 S -_I 39 40 81`4-1 `�__I_LD7_i a -i 2927-�� SPR c I� MINAIRE Am L SN - 6- r�r L L ° 20.21.26-30 I 41-46 41 42 _.... -. _ 41-46.49 55-56 ■ V## r�r� ## � *# III IPI 4-1 4-2 1-2 7-1 I o I l o l 55.91 L -I � _I m m APS PH STA.4-1 on @- -® APS PB STA.S-2 041,07 EVP DETECTOR ( 04&07 EVP LIGHT P2-1 24 23 #* P4-2 iHH 2 - - - .� -- RED YFL GRN 361 _ I_ s J_ 08-2 IUMINAIRE�2-@�-=8- ---- NEU RED _j 351 �---- O-'- STATE PROJECT NO. 8823-411 DRAWN BY: JMG DESIGNER: JMG 08-1 -I-L HE 5 I l HH 4 HH 3 L----1 REVISE SIGNAL SYSTEM *6* MELD WIRING DIAGRAM 120.21,26-301 1 34 33 11 7-..1 n 37-46.49 1 46.46.49 CFrST. PAUL MN 55110 , /A1 Name &hn M. Gt PE SSi6 N0. BY DATE REMSIONS 1- I 55-58 1 _H _18 J i.� 19 'Dote: Mav 23 2023 Lia Na 22457 N MOMICHLO, YYRO♦if COUNTY 3 .33.E -_-HH IHH_ 3-46.1 32 31 1 m 455-581 �I 55 6 w LL I } J I 57.91 I I I APS PS STA2-1 P L IiIIiI l o l o ] APS PB STA.4-2 58.91 L -I L _I HH 7 m - _ 1 1 TO TH 107 _IB ->INTERCONNECT FUTURE l7 JI AN PB STA2-2 r (Iry, 62.91 TII iI ollol LJ L_I 4--1 RED ....CONTROLLER CABINET 4-1 YEL - 4-1 GRN 4-1 NEU 4-2 RED ---._ 4-2 YEL ---- 18 1 4-2 GRN 4-3, 4-2 NEU *+ 4-3 RED ** - 4-3 YEL ** 4-3 GRN ** EO.G 1-2 KLA 1-2 YEA 1-2 GLA *+ -2 NEU +* 1-2 FYLA+* - SPR +* 9 7Ra 7-1 NEU 7 ** 7-1 GLA ++ 7-1 GLA * 7-1 FYLA p*+ 6-1 ERA - 6-1 YEL 6-1 GRN 6-2.6-1 NEU 6-2 RED 6-2 YEL 20 6-2 CRN -- 3 6-3 NEU ----^ 6-3 RED 6-3 YEL 6-3 GRN Por. 1-1 RLA ** 1-1 YEA +* 1-1 GLA ** --- 1-1 NEU ** 1-1 FYLA ** 2t SPR +* - 3-2 RLA ** 3-2 NEU +* 4 3-2 YEA 3-2 GLA ++ 3-2 FYLA ++ -- _ EO.G 22 EVP L ICHT P4-2 WLK ** --- 23 5 P4-2 NEU ++ - P4-2 OAK xx WLK P2-1 '---� 24 6 NEU P2-1 OWN P2-1 84&07 EVP DETECTOR 01 & 06 ^I26 EVP J ..... 8 LIGHT SPR 27 NEU SPR 4 WEU P6-2 -in NEU P6-2 OWK PS -2 -- 10 WLK P4-1 29 NEU P4-1 DIRK P4-1 - 01 & 06 30 11 EYP DETECTOR �.,31 B 12 D8-432 D3-1 _ _ 33 13 03 2� 34 DE -1 35 36 14 DS -2 D2-1 1 37 15 D2-2 8 16 39 D5-2--� 17 DS -1 =0 ? 04-3- _) 41_1 D4-4 51 07-1 D7-2 ,_}, 44 90 D4-1 _x'..45 91 D4-2 �- -- YEL 2-2 -- GRN 2-2 55 APS P13 4-1 NEU 2-3 APS PB 6-2 -- RED 2-3 57 AM FS 2-1 YEL 2-3 -- - GRN 2 -3 S APS P8 4-2 - EOG 59 APS P8 6-1 RLA 5-1 6 APS PS 8-2 YEA 5-1 -"-- wr GLA 5-1 6�-� APS PB a-1 as NYU 5 -1 -EZ -4 '— APS P8 2-2 ** NEUFYL [—___... :s• SPR 63 BBD COMM. RLA 7-2 ;ABLE -** NEU 7-2 — •" YLA 7-2 GLA 7-2 *" FYLA 7-2 EO.G �- RED 8-1 YEL 6-1 - GRN 8-1 �- -- NEU 6-1 RED 8-2 YEL 8-2 GRN B-2 NEU 8-2, 8-3 RED 8-3 "a YEL e-3 " GRN 8-3 ED.G -. •* RLA 5-2 ** YEA 5-2 •• GLA 5-2 ** NEU 5-2 - a• FYLA 5-2 "• SPR RLA 3-1 •• NEU 3-1 sa YEA 3-1 u GLA 3-1 -.__ *• FYLA 3-1 EQ.G T42 & 05 EVP -- LIGHT SPR NEU SPR — WLK P2-2 ---- NEU P2-2 OWK P2-2 WLK PS -I NEU P8-1 OINK P8-1 02 & 05 - EVP DETECTOR 06 T EVP LIGHT — ** WLK P8-2 a+ NEU P8-2 "• DWK P8-2 WLK P6-1 ----- NEU PG -i OWN P6-1 08 EVP - DETECTOR HH 15 HH 14 -1-6 17 I I 1� 16.17 i I I I I IL I I Iill�l Iollol 1) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE BASE AND HANDITI CONDUITS, HANDHOLES, POLES, PUSH BUTTON STATIONS, AND LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN. 2) 0 DENOTES NEW OR REVISED TERMINATIONS ON INPLACE CABLES. 3) +* DENOTES REVISED TERMINATIONS/LABELING ON INPLACE CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN CONTROLLER CABINET. 4) V DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). 5) 0 DENOTES NEW MID -MAST ARM MOUNTED SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR, OR INPLACE MID -MAST ARM MOUNTED SIGNAL HEAD TO BE SALVAGED AND HH 131_ I I I t 59.97 APS PB STA.6-1 60.91 APS PB 5TA.8-2 H 16 15 14 3.4.10-17.50 1-R 59-60 _.. I I _I L -IJ -}L -I IT IiIIiI ollo1 ._. ...- - ..._ .... _.... .� -- RED YFL GRN 2-1 2-1 2-1 ---- NEU RED 2-1.2-2 2-2 -- YEL 2-2 -- GRN 2-2 55 APS P13 4-1 NEU 2-3 APS PB 6-2 -- RED 2-3 57 AM FS 2-1 YEL 2-3 -- - GRN 2 -3 S APS P8 4-2 - EOG 59 APS P8 6-1 RLA 5-1 6 APS PS 8-2 YEA 5-1 -"-- wr GLA 5-1 6�-� APS PB a-1 as NYU 5 -1 -EZ -4 '— APS P8 2-2 ** NEUFYL [—___... :s• SPR 63 BBD COMM. RLA 7-2 ;ABLE -** NEU 7-2 — •" YLA 7-2 GLA 7-2 *" FYLA 7-2 EO.G �- RED 8-1 YEL 6-1 - GRN 8-1 �- -- NEU 6-1 RED 8-2 YEL 8-2 GRN B-2 NEU 8-2, 8-3 RED 8-3 "a YEL e-3 " GRN 8-3 ED.G -. •* RLA 5-2 ** YEA 5-2 •• GLA 5-2 ** NEU 5-2 - a• FYLA 5-2 "• SPR RLA 3-1 •• NEU 3-1 sa YEA 3-1 u GLA 3-1 -.__ *• FYLA 3-1 EQ.G T42 & 05 EVP -- LIGHT SPR NEU SPR — WLK P2-2 ---- NEU P2-2 OWK P2-2 WLK PS -I NEU P8-1 OINK P8-1 02 & 05 - EVP DETECTOR 06 T EVP LIGHT — ** WLK P8-2 a+ NEU P8-2 "• DWK P8-2 WLK P6-1 ----- NEU PG -i OWN P6-1 08 EVP - DETECTOR HH 15 HH 14 -1-6 17 I I 1� 16.17 i I I I I IL I I Iill�l Iollol 1) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE BASE AND HANDITI CONDUITS, HANDHOLES, POLES, PUSH BUTTON STATIONS, AND LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN. 2) 0 DENOTES NEW OR REVISED TERMINATIONS ON INPLACE CABLES. 3) +* DENOTES REVISED TERMINATIONS/LABELING ON INPLACE CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN CONTROLLER CABINET. 4) V DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). 5) 0 DENOTES NEW MID -MAST ARM MOUNTED SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR, OR INPLACE MID -MAST ARM MOUNTED SIGNAL HEAD TO BE SALVAGED AND HH 131_ I I I t 59.97 APS PB STA.6-1 60.91 APS PB 5TA.8-2 H 16 15 14 3.4.10-17.50 1-R 59-60 _.. I I _I L -IJ -}L -I IT IiIIiI ollo1 ._. ...- - ..._ .... _.... .� APS P8 STAB -1 STATE PROJECT NO. 8823-411 DRAWN BY: JMG DESIGNER: JMG SYSTEM ID: 1736220 TE METER ADDRESS: 1120 HIGHWAY 25 SOUTH I l PHONE: (651) 490-2000 3535 VADNAIS CENTER.CHECKED UNDER®MY D�IRECi S6PfRN510N ANDAN WAS TIATREPABBI'I AMM A BYBCENSED PROFESSIONAL pIC4NEER UNDER THE LAWS OF THE STAT: OF MINNESOTA REVISE SIGNAL SYSTEM *6* MELD WIRING DIAGRAM �521 BY: JMG OLD SYSTEM ID: 22336 CFrST. PAUL MN 55110 , /A1 Name &hn M. Gt PE TRUNK HIGHWAY 25 AT q$9EA ROAD N0. BY DATE REMSIONS DESIGN TEAM J i.� 'Dote: Mav 23 2023 Lia Na 22457 N MOMICHLO, YYRO♦if COUNTY CONTROLLER CABINET �\ 4-1RED RED Z-1 4-1 YEL 1-t 8-4 4-1 GRN 4-1 NEU — YEL 2-1 GRN 2-1 HH 11 4-2 RED 4-2 YELYEL — NEU 2-1.2-2 - RED 2-2 1 _ — 1 4-2 GRN -L r - - I P4-2.4-2 NEU — GRN 2-2 55 APS PB 4-1 1461 I L-- J `'C _I_ D4-2 P4-2 WLKkEEE NEU 2-3 REO 2-3 APS PB 6-2 cy p 20 21 1451 -F s _ _ P4-2 DWKSPR YEL 2-3 GRN 2-3 APS PB 2-1 APS PB 4-2 8-1 - PS-2® o-2 8-3 ��" I ` -I, 64..iJ EDG EOG L 1 1-2 RL TA HH i2 7-2 YLTA RL TA 5-1 APS PB 6-1 APS PB 8-2 1-2 GLTA YLTA 5-1 61 APS PB 8-1 9-2 NEU 01 & 06 EVP DETECTOR 01 & 06 EVP LIGHT 1 441 `1 s4-3 2 19 GLTA 5-1 NEU 5-1 4-4 APS PB 2-2 3 4 -!- LDT 4-3 YELL B 30 26 I ! _ 4-3 GRN _ _ - RED 2 YEL 4-4 63 BBU COMM. 0 CHH - 1 43 .} DT-1 4-3 NEU ! k P -1 I L<-' GRN 4-4 NEU CABLE 39 40 =1- L - - - SPR 29 2T S v 1 ! 4-3 YLTA I I- GLTA 4-4 SPR YLTA 4-4 y I j 4-3 !_ 1. P6- Q v EOG L MINAIRE 11 49 28 e 6-1 RED E � E � m GLTA 4-4 EOG 03&08 EVP DETECTOR 03&08 EVP LIGHT a 6-1 YEL RED 13 10 -♦ 9 - '1EL 1.0_ _ 6-1 GRN s-11 41 42 I 6-2.6-1 NEU 6-2 CRN 0-1 P6-1 20.21.26-30 I 41-46 i - - 1 6-2 YELL 20 41-46.49 NEU B-1 RED 8-2 12 11 ap 56-2 GRN 3 YEL 85-56 -26-3 NEU GRN 8-2 6-3 RED I1 YEL NEU B-2.P8-2 LUMINAIRE 50 E r 6-3 6-3 GRN WLK P8-2 LWK P8-2 HH. i3 l.! I p I EOG P4-2 1-24-3 I o 1 p 1-1 YLTA SPR HH 15 r HH t4 , I------ < N m 95.91 7-i YLTA EOG I 16 17 I I 3.4.10-13.16.17.56 16.77 16.17 i a' rAPS PB STAR-1 1-i GLTA m 1-1 NEU RLTA 5-2 5-2 , i I 1 I I I I 59-6D N C; rn B-4 RED 11-4 21 YLTA GLTA 5-2 I I I- 1 N APS PB STAG-2 YEL 8-4 GRN NEU 5-2 RED 8-3 I E 1 1B 19 0 56.97 8-4 NEU q YEL 8-3 1 I i I I0 `i I 59.97 SR 8-4 YLTA GRN 8-3 NEU 8-3 l o l l o f APS PB STA6-1 O 6-4 GLTA SPR I_ J L J 60.91 EOG 04807 TLTA 8-3 APS P8 STA.8-2 ccVV M04&07 EVP 22 EVP DETECTOR 04&07 EVP LIGHT LIGHT GLTA 8-3 EOG /TZ v 25 22 1 SPR 23 NEU 5 02 & 05 EIGHT N P2-1 HH 2 WLK 211 SPR SERVICE CABINET g _ 24 24 23 1 NEU P2-1 1 OW P2-1 6 NEU SPR LUMINAIRE _t SPR361 _ s-- 04&07 P2-2NEU 4T D8-2 EVP 25 7 WLK P2-2 1B- LUMINAIRE© 48 1 _ _ DETECTOR DWK P2-2 - t 2 LUMINAIRE I 1 W 351 r I ' } D8-1� 01 & 06 26 4 SIGNALS 52 52 52 S.O.P. -I- L _ _. J EVP 8 WLK PS-1 NEUTRAL I I 2 L - _ - -I LIGHT ,L11�rr_ HH 4 HH_3 ---_I SPR 27 NEU 120.21.26-301 !18-30.37- 34 33 I - NEU PS-1 DNK P8-1 9 EVP& 05 LUMINAIRE © LIGHTING 49 LUMINAIRE 4� INPUT POWER _I WLK P6P2 37-46.49 146.48.49 I ('E` ( ui NEU P6-2 28 DETECTOR 02 & 05 EYP DETECTOR 02 & 05 EVP LIGHT SU 3-1/c"O �j 1 55-56 ( 55-5B I I I I K+ DWK P6-2 70 08 9 5 BBU COMM. 63 U +-LI--1 _- 1 6-3 .33.,- HH-1 WLK P4-1 29 y - 1 NEU P4-1 ` ry r 34.3-46.1 32 31 1 18-46 DWK P46 EVP LIGHT 11 SPR P6-1 55 SIGNAL CABLE 6 R SERVICE n I n 48. 0l & 06 30 I o I n l I �- (� ,5518.6 EVP NEU SPR 8 SPR L J L J 55-558 I I DETECTOR 31 I LI- J D8-3 12 WLK P6-1 P2-2 0 N ` 4- - I Si.91 D8-4 NEU P6-1'^ DWK P6-1 LUMINAIRE 1 47 7 Q 1 MS PB ETA--I r r 3 03-4 34 13 08 EVP H� 17 NH_7_6___ - -' 2 I- -- l 0 1 f o l 03-2 DETECTOR ' 1 I 1 ! 15 14 (� APS PB STA4.2 w L -1 L J OB-t 58.91 36 14 D1-1 , i 3.4.10-13.16.17.50 t-17.90 3.4.10-t 7.50 7�� 59111 59-60 590 DB-2 HH 7 37 15 I 1 i t i t I 1 N DZ-1 1 38 1 TO HH 107 m D2-2 D1-2 t6 48.49 I 11 37 FUTURE 39 I 4 D6-1 17 D6-2 1 1 I 1 I i INTERCONNECT D5-1 +- i I o I I a I at APS PB STA2-2 . m D4-3 r sz.91 SIGNAL LJ LJ _ r T I I �, I D4-4 42 51 SERVICE �: TO HH 108 IoI I o 1 07-1 1-6PRu19 D7-2 44 g0 — INTERCONNECT INTERCONNECT ti O �Y D4-1 91— PANEL g 04-2 _ DIS O' 61,91 II APS PB STAB-1 Y ;• 4i WIRING DIAGRAM S.A.P. N0. DRAWN BY, CKD BY, DATEI 4i BY DATE REVISIONS SYSTEM IDI 1736220 T.E. 5913 �= TRAFFIC CONTROL SIGNAL SYSTEM °B" CERTIFIED BY Lia�srn rnaFesslaui vcIw[>n LIC. NO. DATEI JBA 01/24/23 AS-BUILT N o � METER ADDRESSI 1120 HNY 25 S TH25 AT CHELSEA RQ. o aOLD SYSTEM IDI 22336 IN MONTICELLO. WRIGHT COUNTY STATE PROJ . NO. 8605-50 I T. H. 251 SHEET NO. OF SHEETS NOTE: EXISTING PLAN REPRESENTS THE BEST INFORMATION AVAILABLE FOR THIS SIGNAL SYSTEM, AND IS BEING PROVIDED FOR INFORMATIONAL PURPOSES ONLY. PROJECT NO. 8823-411 ISTATE EXISTING SIGNAL SYSTEM 'B' DRAWN BY: JMG SYSTEM ID: 1736220 T.E. / 19 DESIGNER: JMGMETER PHONE: (651) 490-2000 "FOR INFORMATION ONLY" (FIELD WIRING DIAGRAM) ADDRESS: 1120 HIGHWAY 25 SOUTH _ 3535 VAGINAS CENTER DR. CHECKED BY: JMG OLD SYSTEM ID: 22336 SEH ST. PAUL, MN 55110 TRUNK HIGHWAY 25 AT CHELSEA ROAD 52 NO. BY DATE REVISIONS DESIGN TEAM IN MONTICELLO, WRIGHT COUNTY PVC LOOP DETECTORS (MAINTAIN NUMBER SIZE (FT.) LOCATIONrWLA_C_E EXTENDED INTO HH 7: D1-1 2-6x6 20' & 50' 1-2/c 14 D1-2 2-6x6 _9'&_35 02-1, D2-2 6x6 300' ED3-1, D7-1 6z6 12U ED3-2,D7-2 UNDER MY DIRECT SIIPERYi51O! AND THATI AM A DULY UCENSED 2-6x6 5' & 20' ED4-1 _ 3535 VADNAIS 6x6 120' ED4-2 MN 55110 2-6x6 5' & 20' ED4-3 Dote: y Lia N. 22457 6x6 5' ED6-1, D6-2 6x6 180' E D:: 6x6 6x6 120' INPLACE DB -2 2-6x65' & 20' INPLACE ALL LOOP DETECTORS ARE PVC LOOP DETECTORS PER MnDOT STANDARD PLATE 8132 AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). LOCATION = DISTANCE FROM CROSSWALK TO FRONT OF LOOP DETECTOR IN FEET. INPLACEAPS PUSH BUTTON STATION (MAINTAIN T 1 -APS PB & SIGN (RT ARROW) (PB6-2) INPLACE) 1 EXTENDED INTO HH 7: 1' CONDUIT 1-2/c 14 INPLACEAPS PUSH BUTTON STATION (MAINTAIN 1 -APS PB & SIGN (LT ARROW) (PB4-1) INPLACE) EXTENDED INTO HH 7: 2 "NMC 1" CONDUIT \\ 1-2/c 14 INPLACEAPS PUSH BUTTON STATION (MAINTAIN T 1 -APS PB & SIGN (LT ARROW) (P86-1) INPLACE) 1 EXTENDED INTO HH 10: 1" CONDUIT 1-2/c 14 INPLACEAPS PUSH BUTTON STATION (MAINTAIN�1-APS PB & SIGN (RT ARROW) (PB8-2) INPLACE) EXTENDED INTO HH 10: CONDUIT 1-2/c 14 INPLACE APS PUSH BUTTON STATION (MAINTAIN1-APS PB & SIGN (RT ARROW) (PB4-2) INPLACE) EXTENDED INTO HH 4: 1" CONDUIT 1-2/c 14 INPLACE APS PUSH BUTTON STATION (MAINTAIN I 1 -APS PB & SIGN (LT ARROW) (PB2-1) INPLACE) EXTENDED INTO HH 3: 1" CONDUIT 1-2/c 14 INDICATIONS AND PUSH BUTTONS O EB 94 Off Ramp ®? PB6-2 PB6-1 4 04 07 Q 4 P84-1 4 (6 PBB-2 CH PB -2 O P6-1 P4-1 P8-2 d-06 TH 25 (1 01 E__ 022 p8_1 P2-1 P2-2 P134--2 CH tP�B BO-1PB2-1a,Ped push buttons 03 08 PB -2 located as shown. Oakwood Dr 2" CONDUIT 2-2/C#14 SIGNAL SYSTEM OPERATIONS: -SIGNAL SYSTEM FLASH MODE IS ALL RED. -NORMAL OPERATION SHALL BE 7 PHASE, WITH PHASES 1, 3, 7 BEING REVISED TO FLASHING YELLOW ARROW OPERATIONS (FLASH BY TIME OF DAY PROGRAMS). -VEHICLE SIGNAL PHASES 2 & 6 OPERATE HHB 2" CONDU. 5-2/C#14 11/1-' NMC 2-2/C#14 - 4' 'RSC 2-12/C#12 3-3/0#12 -3/C#20 2-2/C#14 1-3/C#12 (LUM) 2-2/C#14 HH )4-? 3" RSC. TO H.H. T 2-12/C#12 -T� 4-3/C#1-2 1-3/C#12(LUM) 4"RSC -\\ 4"RSC 2 -12/C#122 -12/C#12 4-3/C#12 \\ ' 4-3/C#12 \' I -3/C#20 / 1-3/C#20 r\\ 6-2/C#14 I-3/C#12(LUM) \ / 1-3/C#12(L / 2-2/0#14 2-2/0#14 / \ DRAWN BY: JMG SYSTEM ID: 1735199 T.E. DESIGNER: JMG METER ADDRESS: CHECKED BY: JMG OLD SYSTEM ID: 20472 REVISIONS —2' 'NMC 1 -FO CABLE 2-2/C#14 FA II f% 20 10 0 20 40 scale feet ly:i / -"-2"NMC V 1 -FO CABLE 4"RSC 2-12/C#12 3-3/C#12 1-3/C#20 4-2/C#14 1-3/C#12 (LUM) 2-2/C#14 /7 / 2 " NMC BATTERY BACKUP CABINET 2-3/C#12 � . I I, i r HriHI �! 12 I '1 ?\1614 EXTENDED INTO HH 1: 2 "NMC B-2/C#i4 \\ 2 1-3/C#12(LUM) \ 4"RSC \ \\ 4-12/0#12 7-3/C#12 2 0 2/Cl / 12--2/C#19 N\� 1-6PR#19 �\{y 5-2/0#14 \y < � �� , - :1.5"NMC � �� "-- 2-2/C#14 \� / 2 lam. /'��...-ry• \R H 03 .� \ ` r ` 4.. SC "q-12/0#12 _ \ \ T -3/C#12 NOTES: 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, PUSH BUTTON STATIONS, AND LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT. 2) AIII, DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3) ■ DENOTES EITHER NEW MID -MAST ARM MOUNTED SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR, OR INPLACE MID - MAST ARM MOUNTED SIGNAL HEAD TO BE SALVAGED AND REINSTALLED BY CONTRACTOR AT NEW LOCATION ON MAST ARM. 4) SEE SHEET 21 FOR GENERAL SIGNAL SYSTEM C NOTES, CABINET NOTES, AND DETAILED POLE NOTES. O INPLACE WOOD POLE (SOP) (MAIINPLNACE) 2"TOSHH 14: TAIN1AND WEATHERHEAD 3-1/c 2 INPLACEAPS 4-3/C#12 4-2/=4 1 -APS PB & SIGN (RT ARROW) (PB2-2) 1-3/C#20 EXTENDED INTO HH 1: 2 "NMC B-2/C#i4 -1 2-2/C#14 1-3/C#12(LUM) \ 1-6PR#19 I-6PR#19 1-2 4-2/C#14 2 - 2-1, 2-2, 2-3 O HER£HY LERIIFY 1HAT TNIS PLAN WAS PREPARED BY ME OR J A UNDER MY DIRECT SIIPERYi51O! AND THATI AM A DULY UCENSED PHONE (651) 490-2000 PRDFESSIONAL QION(£R UNDER THE LAWS OF THE STATE OF MINNESOI _ 3535 VADNAIS CENTER^\ /, SEH ST. PAUI. MN 55110 W� /yt Nmns Jehn M. GmY, PE M°—� 23 2023 4-1, 4-2 O Dote: y Lia N. 22457 INPLACEAPS PUSH BUTTON STATION (MAINTAINT 1 -APS PB & SIGN (RT ARROW) (PB2-2) INPLACE) EXTENDED INTO HH 1: At 12' INDICADOiS Y I FYA G STATUS 1" CONDUIT 1 -1 1-2/c 14 SIGNAL HEAD STATUS: 1 = REMOVE IN-PLACE OVERHEAD 3 OR 5 SECTION SIGNAL AND F & I NEW OVERHEAD 4 -SECTION SIGNAL ON END OR MID MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 3 OR 5 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). 3 = SALVAGE IN-PLACE 3 -SECTION OVERHEAD SIGNAL AND REINSTALL ON IN-PLACE MAST ARM (WITH NEW STRAP -ON MOUNT). O = INPLACE LED (REUSE INPLACE). 4® = F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW STATE PROJECT NO. 8823-411 REVISE SIGNAL SYSTEM 'C' ,L® INTERSECTION LAYOUT TRI HOFWAY 25 AT TH 94 EB OFF RAAW/OAKWOOD DRNE 52 N MONTICELLO. WRIGHT COUNTY LED SIGNAL HEADS SIGNAL HEAD # R I At 12' INDICADOiS Y I FYA G STATUS -1 1 A 1-2 4 2 - 2-1, 2-2, 2-3 O O O INPLACE A 3-1 4— 4— 1 A 3-2 fn 4 2 4-1, 4-2 O O O INPLACE 6-1 6-2 6-3 O O O INPLACE A 7-1 4-- 4— 1 A 7-2 #- 8-1 8-1 0 0 O INPLACE AL 8-2 O 0 O 3 STATE PROJECT NO. 8823-411 REVISE SIGNAL SYSTEM 'C' ,L® INTERSECTION LAYOUT TRI HOFWAY 25 AT TH 94 EB OFF RAAW/OAKWOOD DRNE 52 N MONTICELLO. WRIGHT COUNTY NOTES: 1) ALL ITEMS OF THIS SIGNAL SYSTEM ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE, UNLESS OTHERWISE NOTED ON PLANS. 2) SEE SPECIAL PROVISIONS FOR STATE FURNISHED MATERIALS. 3) ALL HANDHOLES ARE PVC HANDHOLES WITH METAL FRAMES AND COVERS AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). 4) ALL PEDESTRIAN SIGNAL HEADS ARE ONE—SECTION LED "HAND/ WALKING PERSON" COUNTDOWN TIMER INDICATIONS AND ARE INPLACE (REUSE AND MAKE OPERATIONAL AS SHOWN). 5) ALL LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AND OPERATIONAL. 6) ANY DAMAGE TO INPLACE TRAFFIC SIGNAL FACILITIES (CONDUIT, CABLES, HANDHOLES, SIGNAL POLES, ETC.), DUE TO TRAFFIC SIGNAL REVISION WORK, SHALL BE REPAIRED BY CONTRACTOR TO SATISFACTION OF ENGINEER, AT NO EXPENSE TO CITY OR STATE. 7) CONTRACTOR SHALL MAINTAIN OPERATION OF THE SIGNAL SYSTEM AT ALL TIMES, EXCEPT AS OTHERWISE APPROVED BY ENGINEER. 8) ALL NEW VEHICULAR SIGNAL HEADS SHALL HAVE BACKGROUND SHIELDS FURNISHED & INSTALLED BY CONTRACTOR. ALL INPLACE VEHICULAR SIGNAL HEADS BEING REUSED AS PART OF THE REVISE SIGNAL SYSTEM HAVE BACKGROUND SHIELDS (REUSE & MAINTAIN INPLACE). 9) F & I = NEW, FURNISH AND INSTALL. S & I = INPLACE, SALVAGE AND INSTALL. 10) ALL NEW VEHICULAR SIGNAL HOUSINGS, BACKGROUND SHIELDS AND VISORS SHALL BE FABRICATED USING BLACK POLYCARBONATE MATERIALS. SEE SPECIAL PROVISIONS. 11) SEE SPECIAL PROVISIONS & DETAILS REGARDING NEW SIGN PANELS TO BE FURNISHED AND INSTALLED BY CONTRACTOR (INCLUDED AS PART OF PAY ITEM FOR ITEM NO. 2565—REVISE SIGNAL SYSTEM C). 12) ADD ALTERNATE BID — SEE SPECIAL PROVISIONS & STATEMENT OF ESTIMATED QUANTITIES REGARDING FULL REPAINTING OF THIS SIGNAL SYSTEM (TO BE MEASURED AND PAID FOR SEPARATELY FROM ITEM NO. 2565 — REVISE SIGNAL SYSTEM C). INPLACE — CONTROLLER AND CABINET (SALVAGE) INSTALL — CONTROLLER AND CABINET (FURNISHED BY STATE) OINPLACE EQUIPMENT PAD FOUNDATION (MAINTAIN SIGNAL SERVICE CABINET (SSB—WITH BATTERIES) INPLACE) 3" RSC STUB OUT FROM CONTROLLER CABINET (THREADED/CAPPED FOR FUTURE USE) SERVICE CABINET TO HH 14: 2" RSC 3-1/c 2 CONTROLLER CABINET TO SERVICE CABINET: 1.5" RSC 2-1/c 6 1-1/c 6 INS. GR. SERVICE CABINET TO HH 13: 2" RSC 4-3/c 12 (LUM) CONTROLLER CABINET TO HH 1: 4" RSC 4-12/c 12 7-3/c 12 15-2/c 14 2-3/c 20 1-6 PR 19 CONTROLLER CABINET TO HH 13: 4" RSC 4-12/c 12 7-3/c 12 9-2/c 14 2-3/c 20 1—FO CABLE OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-55—D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE—LED 2—ONE WAY SIGNALS—OVERHEAD AT 12', 22' (2-3, 2-2) TYPE 10B — POLE MOUNTED 180 DEG (2-1, P2-2) 1—APS PUSH BUTTON & SIGN (LT ARROW) (PB8-1) R3-1 (NO LEFT TURN) SIGN—OVERHEAD AT 7' STREET NAME SIGN PANEL—OVERHEAD AT 30' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (02) EXTENDED INTO HH 13: 3" RSC 2-12/c 12 4-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACEONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 4-4, 5—SECTION) (REMOVE) = TYPE 10B BRACKETING—POLE MOUNTED 90 DEG INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P8-1) (S & 1) F & I 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 7-2) I TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 7-2, P8-1) OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-50—D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE—LED 2—ONE WAY SIGNALS—OVERHEAD AT 12', 24' (6-3 TYPE 10B — POLE MOUNTED 180 DEG (6-1, P6-2 STREET NAME SIGN PANEL—OVERHEAD AT 28' R3-2 (NO RIGHT TURN) SIGN—OVERHEAD AT 45' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT EXTENDED INTO HH 7: 3" RSC 2-12/c 12 4-3/c 12 1-3/c 20 1-3/c 12 (LUM) 6-2) AT 6' (06,1) INPLACEONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 1-1, 3—SECTION) (REMOVE) I ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 8-4, 5—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P4-1) (S & 1) F & I I 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 1-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 3-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 3-2, P4-1) R10—X12 SIGN PANEL—ADJACENT TO 1-1 OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-50—D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE—LED 1—ONE WAY SIGNAL—OVERHEAD AT 12' (4-2) TYPE 10B — POLE MOUNTED 180 DEG (4-1, P4-2) STREET NAME SIGN PANEL—OVERHEAD AT 16' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (04,7) EXTENDED INTO HH 3: 3" RSC 2-12/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL AND MOUNT—OVERHEAD (OLD 4-3, 5—SECTION) (REMOVE) T ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 1-2, 3—SECTION) 1 TYPE 10B BRACKETING—POLE MOUNTED 90 DEG R10-12 SIGN PANEL—ADJACENT TO 4-3 INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P2-1) (S&I) F & I1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 7-1) I 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 1-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 1-2, P2-1) R10—X12 SIGN PANEL—ADJACENT TO 7-1 ®INPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-30—D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE—LED TYPE 30A — POLE MOUNTED 90 DEG (P6-1) TYPE 10B — POLE MOUNTED 180 DEG (8-1, P8-2) R3 -5L (LEFT ONLY) SIGN — OVERHEAD AT 7' R3 -5R (RIGHT ONLY) SIGN — OVERHEAD AT 15' STREET NAME SIGN PANEL — OVERHEAD AT 21' ONE WAY EVP DETECTOR AND CONFIRMATION LIGHT AT 6' (08,3) EXTENDED INTO HH 10: 3" RSC 2-12/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE I ONE WAY SIGNAL AND MOUNT—OVERHEAD AT O' (OLD 8-3, (REMOVE) 5—SECTION) R10-12 SIGN PANEL—ADJACENT TO 8-3 INPLACEONE WAY SIGNAL—OVERHEAD (8-2) — RELOCATE FROM 13' TO (S & 1) I 25' FROM LEFT END OF MAST ARM F & I i 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 13' (ON EXISTING MID—MAST ARM MOUNT (NEW 3-1) STRAP—ON MID—MOUNT AT 25' FROM END OF MAST ARM (FOR 8-2) R10—X12 SIGN PANEL — INSTALL AT LEFT END OF MAST ARM STATE PROJECT NO. 8823-411 DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM SYSTEM ID: 1735199 T.E. METER ADDRESS: OLD SYSTEM ID: 20472 / _ PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 SEH I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. „• /(// Name: John M. Gray, PE Date: May 23, 2023 Lic. No. 22457 REVISE SIGNAL SYSTEM "C' SIGNAL SYSTEM NOTES TRUNK HICK -WAY 25 AT TH 94 EB OFF RAMP/OAKWOOD DRIVE IN MONTICELLO, WRIG�IT COUNTY 21 1 52 G NO. BY DATE REVISIONS 4 O 990 6-3 1-1 9 01 & 06 EVP DETECTOR LUMI NA [RE 11.22.27-31. 40-43.46.60 56-57 PED. 01 & 06 EVP LIGHT 31 1 30 28 SPR SPR P6-2 46 29 �- 99 P4-2 1-2 7-i - p -p- _p 04&07 EVP DETEI P2 -I - p.. .STA.PR4-2 -a- LUMINAIREQ2 -p- HH 4 55-57 21,22.27-31 136-43.45.46, 60 236.37.90 36 37 R l I rrI olo 43 D7-1 92 L_ D4-1 19 20j-'-- HH 2 04&07 EYE LIGHT 35� 26 23f -„ ,-, D3-1 _ .-. D8 -i 25 24 .SPR. ----- 45 . ----SPR. TO HH 108 11-6PR#19 NTERCONNECT 54-57 4-1 RED 4-1 YEL 4-1 GRN 4-1 NEU - 4-2 RED 4-2 YEL -- --- 4-2 GRN P4-2.4-2 NEU -"- P4-2 WLK - P4-2 DWK SPR ERG 1-2 - 1-2 REA *r - 1-2 YEA ss _.....- -2 GLA *r - 1-2 NEU 1-2 FYLA SPR ss 7-1 RLA "x - 7-1 NEU ""'--.-- 7-1 YEA 7-1 GLA 7-1 FYLA r+ — EQ.G 6-1 RED ---- - 6-1 YEL 6-1 GRN 6-2.6-1 NEU -'-- 6-2 RED 6-2 YEL 6-2 GRN - 6-3 NEU - 6-3 REO ---- 6-3 YEL 6-3 GRN DC 1-1 RLA +* 1-1 YEA ++ 1-1 GLA ++ 1-1 NEU *x 1-1 FYLA *r SPR +" 3-2 RLA 3-2 NEU *r --- 3-2 YEA «s -.....- 3-2 GLA +" 3-2 FYLA r+--- 0480Gf EVP LIGHT - SPR -' NEU SPR -...- WLK P2-1 - NEU P2-1 - DWK P2-1 - 04&07 EVP DETECTOR -- 01 & 06 -- EVP LIGHT -- SPR NEU SPR WLK P6-2 NEU P6-2 - DWK P62 WLK P4-1 -' NEU P4 -i - DWK P4-1 01 & 06 EVP ---- DETECTOR D8-2 D3-2 D8-1 D3-1 D2-1 D2-2 SPR SPR D4-2 J....... 2 q-1 ---. - 1 CONTROLLER CABINET - RED 2-1 - YEL 2-1 --- - GRN 2-1 NEU 2-1.2-2 19 RED 2-2 1 - YEL 2-2 --- --- GRN 2-2 NEU 2-3 RED 2-3 YEL 2-3 - GRN 2-3 ._...._ COG - SPR SPR SPR 20 -' NEU +r SPR _ 2 +* SPR --_.. _.... ss RLA 7-2 ++ NEU 7-2 mica: 1) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, PUSH BUTTON STATIONS, AND LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN. 2) ® DENOTES NEW OR REVISED TERMINATIONS ON INPLACE CABLES '.. 3) ** DENOTES REVISED TERMINATIONS/LABELING ON INPLACE CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN CONTROLLER CABINET. 4) - DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). 5) ® DENOTES NEW MID -MAST ARM MOUNTED SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR, OR INPLACE MID -MAST ARM MOUNTED SIGNAL HEAD TO BE SALVAGED AND REINSTALLED BY CONTRACTOR AT NEW LOCATION ON MAST ARM 9 11 SPR SPR SPR - NEU "* SPR xr SPR -- ** RLA 3-1 ** NEU 3-1 -- ss YEA 3-1 u GLA 3-1 +* FYLA 3-1 EQ.G 02 & 05 EVP LIGHT SPR NEU - SPR -- WLK P2-2 - NEU P2-2 --- DWK P2-2 - WLK P8-1 - NEU P8-1 DWK P8-1 02 & 05 - EVP - DETECTOR - 08 EVP LIGHT SPR NEU SPR - WLK PG -1 NEU P6-1 DWK P6-1 - 08 - EVP - DETECTOR Oi-1 DI -2 DG -1 DG -2 04-3 - SIGNAL - SERVICE - INTERCONNECT O 090 2-3 p� 4-- 4/ 12 - 02 & 05 EVP DETECTOR 02 & 05 LUMINAIRE Q ' 4 - HH 1 52.50-55 45.46 LUMINAIRE B-1 8• PB -2 HH 3 3-1 03&08 EVP LIGHT m - ** YEA 7-2 BATTERY BACKUP CABINET LUMINAIRE.. Q ** GLA 7-2 44 ..._- *• FYLA 7-2 5D-7 L INPUT POWEF LUMINAIRE 3-1/C#0 EQ.G _.- 45 _ LUMINAIRE Q RED 8-1 ?7 ,- SD -2 J YEL 8-1 - GRN 8-i 21 NEU 8-1 - REL ED 6-2 2 PROFESSION& ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 3 8-2 53 PB2-2 > NPED.STA.PBS-1GRN NEU 8-2.P8-2 3535$CENTER DP. WLK P8 2 54PB2-1 v DWK P8 2SPR55 P84-2 OLD SYSTEM 10: 20472 EOG 56 9 11 SPR SPR SPR - NEU "* SPR xr SPR -- ** RLA 3-1 ** NEU 3-1 -- ss YEA 3-1 u GLA 3-1 +* FYLA 3-1 EQ.G 02 & 05 EVP LIGHT SPR NEU - SPR -- WLK P2-2 - NEU P2-2 --- DWK P2-2 - WLK P8-1 - NEU P8-1 DWK P8-1 02 & 05 - EVP - DETECTOR - 08 EVP LIGHT SPR NEU SPR - WLK PG -1 NEU P6-1 DWK P6-1 - 08 - EVP - DETECTOR Oi-1 DI -2 DG -1 DG -2 04-3 - SIGNAL - SERVICE - INTERCONNECT O 090 2-3 p� 4-- 4/ 12 - 02 & 05 EVP DETECTOR 02 & 05 LUMINAIRE Q ' 4 - HH 1 52.50-55 45.46 LUMINAIRE B-1 8• PB -2 HH 3 3-1 03&08 EVP LIGHT m L J TO HH 2 ISIGNAL SYSTEM p) 0 0 1 -FO CABLE INTERCONNECT BATTERY BACKUP CABINET LUMINAIRE.. Q 7-2 44 --- L INPUT POWEF LUMINAIRE 3-1/C#0 - ^®-- 45 _ LUMINAIRE Q 58-59 —�' SIGNAL UM NAIflE 4 52 -- 47 r NEUTRALS -"- LIGHTING 51 SIGNAL LIGHT""- SERVICE HH 15 l 52 52 ` P ) T <� Js _P 12 HHI 59 j 15 14 58-59 3.4.78-50-17.47 i -�. ..,. ,...._ HH �77 r- - -I \ L._� L J TO HH 2 ISIGNAL SYSTEM p) 0 0 1 -FO CABLE INTERCONNECT LILT STATE PROJECT NO. 8823-411 A THAT THIS FRAN WTHATAS RI By DIRECT REVISE SMAL' aSYSTEM 'C> DRAWN BY: JMG SYSTEM ID: 1]35199 T.E. J WFERNSION MDC� UNUB MYHERERY AMR AA LICENSE➢ ' DESIGNER: JMG �_ PHONE: (651) 450-2000 PROFESSION& ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA FIELD WIRING DIAGRAM > METER ADDRESS: 3535$CENTER DP. i CHECKED BY: JMG OLD SYSTEM 10: 20472 St PAUL, U4 M MN 55110 w� 6 Nama JaM1n M Qny, PE 'jRIIN(FIOF{y/AY ZS AT TH 94 ® OFF RA61P/OAKWOOD DFiNE INO.1 BY I DATE I REVISIONS t DESIGN TEAM SEH Dot,: - May 23, 2023. Dc_ No. z2ssL _N AIONiICH1A, WRlQFiT COUNTY 4-1RED CONTROLLER CABINET 4-1 YEL 4-1 CAN RED 2-1 - YEN 2-1 4-1 NEU _ GRN 2-1 NEU 2-1.2-2 ORD 6- 1-1 8- ORD OCA 4-2 YENI 4-2 GRN 19 RED 2-2 1 YEL 2-2 P4-2.4-2 NEU CRN 2-2 P4-2 WLK NEU 2-3 4W 0 P4-2 DWK RED 2-3 3 4 YEL 2-3 o — SPR - GRN 2-3 O 21 22 0 HH 9 43 D7-1 42 1-2 RLOTA 1-2 YLTA 9-2 GLTA 1-2 NEW -� 9-3 RED NL 120 EOG RLTA 5-1 0 - YLTA 5-1 - GLTA 5-1 NEU S-I 03&68 EVP DETECTOR 03x08 EVP LIGHT D4-1 q-3 CRN RED 4-4 13 10 ? YEL W 01 & 06 EVP DETECTOR 01 & 06 EYP LIGHT 31 27 4-3 NEU SPR 4-3 YLTA 4-4 GRN 4-4 P6-1 - NEU 4-4 - SPR 12 11 SPR 2 42.43 4-3 GLTA ECIG YLTA 4-4 P4-1 30 28 SPR 6-1 RED - ENGA 4-4 r?� SD--1 4T I � LUMINAIRE P6-2 PR _ 1 YEL?? 6-1 GRN RED 8-1 �— SD-2 HH 10 46 29 LUMINAIRE Q3 - 6-2,6-1 NEU 6-2 RED YEL 8-1 — GRN 8-1 HH 6 HH 7 6-2 YEL 21 NEU 8-1 16.17 16 3.4,10-13.16-17,47 6-2 GRN RED 8-2 58-51 3 YEL 8-26-3 38 39 21,22,27-31. 40-43.60 40 41 60 6-3 NEU RED CRN 8-2 PB2-2 HH 11 40-43,46.60 6-3 TEL GRN tPED.STA.PBS-1 NEU 8-2.PB-2 59 PED.ITA.pB9-2 WLK P8-2 PB2-1 I6 76-3 EOG 17 16.f71 DwK P8-2 f56 RLTA-1 SPR PB4-2_ YLTA EOG 89-1 58 PEp.STA.P86-1 I-1 GLTA RLTA 5-2 0 o a o 0 1-1 NEU YLTA 5-2 PED.STA.PB6 2 S-4 REDGLTN S-4 YEL 22 58 P .STA.P86-1 57 56 PED.STA.PBG-2 PED.STA.PB4--1 8-4 GRN NEU 5-2 w1 RED 8-3 59a a P ,t 8-4 SNEUPR .STA.PBS-2 4 YEL a-3 8-4 YLTA 8-4 GLTA GRN 6-3 SPR B-3 BATTERY BACKUP CABINET EOG 04807 23 YLTA B-3 GLTA 8 3 2-11"L-YJ -3 5-1 4-4 44 UM]NA1RE EVP LIGHT- EOG \J INPUT POWER P'1 4-1 4-2 P4-2 1-2 4-3 SPR 0 LUMINAIRE © 3-1/C#O Q 2402 5 & 05 0 v PSR EVP 45 r WLK P2 -I 25 LIGHT SPR LUMINAIRE NEU P2-1 DWK P2-1 6 NEU 1 2 - -06 19 20 04&07 26 T SPR WLK P2-2 LUMINAIRE �4 SIGNALS 52 DETECTOR NEU P2-2 -07 NEUTRAL DWK P2-2 —� LIGHTING N 01 & 06 24 N EVP 8 WLK PS-1 51 SIGNAL N HH 2 LI SPR Rwx PO-1 02 & 05 EVP DETECTOR 02 & 05 EVP LIGHT SERVICE 1n NEU 28 9 S 04&07 EVP DETECTOR 04&07 EVP LIGHT 3S SPR9 02 & 05 S 26 23 D3-1 WLK P6-2 P9 EVP HH 15 E52 W NEU P6-2 DWK P6-2 DETECTOR PS-t 6 $PR P2-t 34 pg_i WLK P4-1 30 08 8 52 S.O.P. 10 EVP 5PR 25 24 P NEU P4-1 LIGHT P2-2 55 SPR PEO.$TA.PB4-Z DWK P4-1 11 SPR 01 & 06 31 NEU LUMINAIRE LUMINAIRE&2 45 HH 4 HH 3 m EVP DETECTOR 08-2 SPK P6-1 HH 13 ' HH 12 12 NEU P6-1 58-"J9 15 14 5839 55-57 54-57 21.22.27-31. 19-31.36-43.45,46,60,90 - - "� HH 1 D3-2 33 34 DWK P6-1 13 g8 1-1 .91,??.?? 52.5639 3.4.10-17.47 - EVP 6-43.45.46.90 09-t DETECTOR 52 PE�PBB-1 ti w.. 60 33 37 53-57 9-43.90 D3-1 35 45.46 1` � 54 HH 5 36.37.90 PED.STA.P112-1 36 37 TO HH 108 60 oz-f D2-2 36 37 D1-1 HN 4 TO HH 2 15 D1-2 (SIGNAL SYSTEM Cl I 91,74,x7 0 0 16 1-6 PR#t19 D_ ti 41 1-6PR7#19 53 Al D5-2 38 17 D6-1 INTERCONNECT C p, c V INPED.STA.PB2 2 m .0 a o e 05-1 _. 39 D6-2 L J v 04--2 - 41 60 D4-3 N v�^ii n w 1-2 41 51 S I GNAL I w l I N 9 " 42 SERVICE LJ LJ H C 4-1 13 1 INTERCONNECT 7-1 PANEL a DATE REVISIONS WIRING DIAGRAM S.A.P. N0. DRAWN BY, CKD BY+ DATE* Iii 2 BY SYSTEM I01 1735199 T.E. 5915 TRAFFIC CONTROL SIGNAL SYSTEM "B" CERTIFIED BY LIC. NO. DATE= JBA 01/24/23 AS-BUILT J METER ADDRESS, 7? TH25 AT TH 94 EB OFF RAMP/OAKWOOD DRIVE ucv.sm rnffEssioru� F,+c�+ o a. i. OLD SYSTEM ID+ 20472 IN MONTICELLO, WRIGHT COUNTY STATE PROJ . NO. 8680-158 (T. H. 25 ) SHEET NO. OF SHEETS NOTE: EXISTING PLAN REPRESENTS THE BEST INFORMATION AVAILABLE FOR THIS SIGNAL SYSTEM AND IS BEING PROVIDED FOR INFORMATIONAL PURPOSES ONLY. PROJECT NO. 8823-411 DRAWN BY: JMG JMGMETER SYSTEM ID: 1735199 T.E. ISTATE PHONE: (651) 490-2000 EXISTING SIGNAL SYSTEM 'c' 'FOR INFORMATION ONLY' (FIELD WIRING DIAGRAM) 23 DESIGNER: ADDRESS: _ 3535 VADNAIS CENTER DR. CHECKED BY: JMG OLD SYSTEM ID: 20472 ST. PAUL, MN 55110 SEH TRUNK HICK-IWAY 25 AT TH 94 EB OFF RAMP/OAKWOOD DRIVE 52 N0. BY DATE REVISIONS DESIGN TEAM IN MONTICELLO, WRIGHT COUNTY PVC LOOP DETECTORS �I 1-6C"14 /� -GC'I4 14 'f l4 NUMBER SIZE (FT.) LOCATION STATUS D2-1, D2-2 6x6 125' INPLACE 32-3, 32-4 6x6 5' INPLACE D5-1 2-60 15' & 45' 1 D5-2 2-6x6 0' & 30' 1 D6-1, D6-2 6x6 125' INPLACE D6-3, D6-4 6X6 5' INPLACE D8-1, D8-2, D8-3 6x6 250' INPLACE D8-4, DB -5, D8-6 6x6 125' INPLACE D8 -7I -6x6 0' & 15' INPLACE DB -8, D8-9 2-6x6 0' & 15' 1 INPLACE SD -1, SD -2 I 6x6 -100 1 INPLACE SD -3, SD -4 I 6x6 -100' 1 INPLACE ALL LOOP DETECTORS ARE PVC LOOP DETECTORS PER MnDOT STANDARD PLATE 8132 AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). LOCATION = DISTANCE FROM CROSSWALK TO FRONT OF LOOP DETECTOR IN FEET. LOOP DETECTOR STATUS: 1 = DETACH EXISTING 2ND AND 4TH LOOP DETECTORS FROM EXISTING LEAD-IN CABLE AND SPLICE TO NEW LEAD-IN CABLE TO BE F & I BY CONTRACTOR SO THAT 1ST/3RD LOOP DETECTORS ARE SPUCED ONTO EXISTING LEAD-IN CABLE (FOR D5-1), AND 2ND/4TH LOOP DETECTORS ARE SPLICED ONTO NEW LEAD-IN CABLE (FOR D5-2). F & I NEW SPLICE KITS FOR BOTH LEAD-IN CABLE INSTALLATIONS (REMOVE AND DISPOSE OF EXISTING SPLICE KIT). HHA TO H.H.3 Y RSC 2-12/C'12 I -3/C"12 '7 -2/C' 14 2-I/C"10 .1-5/Ca12(EVP LIGHT) I-3/C'2O(EVP) l-6/C"l4 20 b 0 20 40 scale feet H.H.6 TO H.H.4 H.H.7 TO H.H.6 3" RSC 1342/C^12 1-12/C'12 i -3/C'14 EVP LHT 1-3/C"14 EVP LHT 1-3/C'20 EVP DET ------- 1-3/C'20 EVP DET 2/C'14 1-12/C*14 6C'14 ` v ,f -2/C'14 H.H.B TO H.H.7 1-12/C*14 �\ pA q ` \ .H I-6-'14 I` 1- RSC \ H.H.7 1-12/C#12 4-2/C#14 1-3/C"14 EVP LHT I H.H.6{-�� t -3/C"20 EVP DET �T� %1 ' a (-� / 1-21-'14 INPLACE (MAINTAIN INPLACE) APS PUSH BUTTON STATION T EXTENDED INTO HH 4: 11.25" CONDUIT 1-2/c 14 �I 1-6C"14 /� -GC'I4 14 'f l4 INPLACE - (REMOVE) 1 -APS PUSH BUTTON AND SIGN (OLD PB6-2) (SEE NOTE 13 - NEXT PAGE) Y IJ� INSTALL 1 -APS PUSH BUTTON & SIGN (RT ARROW) (PB6-2) (FURNISHED BY STATE) (SEE NOTE 13 -NEXT PAGE) H.H.4�- V 01 JINPLACE 5-1 H.H.5 '— 'hit _ H.H.5 TO H.H.4— 1 1/4 RSC —• z- L SD 2 2 IIII 4" CONDUIT $ 6�- 6-3 O 2-2/C"14 O INPLACE IIII= 1 3/C'74 06 O O INPLACE , O 0 `] SD -1 - nll 1-4/C"14 1-2/C'14. (;� C= INPLACE IIII -HH INPLACE I'1INH3 ONH 4) 2 �.. hili flS-�T,DS N.B. T.H. 25 MPH 30--j D2-1 12; -�S'I— —� II D2 3 I D2-2 14 RSC a Dz 4 z-iic'10 II - H.H.2 - - -H.H.3 TO RAA _=A H. H.1 ; H.H.15 TRSC CONNECT TO] 3"RSC BRIDGE H.H.2 TO H.H.I 2 2-121 2 12/-'12 9 3/C'12 A 7 -FO CABLE C -RSC 2-2/-'14 ?'-11C'14 z-L/C'l0 H.H.: 1 -FO CABLE 1-5/C-20FVPI VP LIGHT) H.H.1 TO H.H.15 4^RSC 1- /CCl4 -14 1- 2-12/C'12 BATTERY BACK UP t F & 1 -1-2/c 14 1 -3/C'12 11-2/C"14 CABINET 2-1/C']0 1-5/C12(E VP LIGHT) Fi/C'201EVPo -13/-'14 1-3/12'14 EVP LHT 7-3/-'20 EVP DET INPLACE (MAINTAIN INPLACE) APS PUSH BUTTON STATION T EXTENDED INTO HH 4: 11.25" CONDUIT 1-2/c 14 �I 1-6C"14 /� -GC'I4 14 'f l4 INPLACE - (REMOVE) 1 -APS PUSH BUTTON AND SIGN (OLD PB6-2) (SEE NOTE 13 - NEXT PAGE) Y IJ� INSTALL 1 -APS PUSH BUTTON & SIGN (RT ARROW) (PB6-2) (FURNISHED BY STATE) (SEE NOTE 13 -NEXT PAGE) 2-3 0 V INDICATIONS AND PUSH BUTTONS � 0 PB6-2 P6-3 Y P6-2 L% -6-3, Q 06 TH 25 CSIGNAL SYSTEM OPERATIONS: 05 a -SIGNAL SYSTEM FLASH MODE IS ALL RED. 02 b -NORMAL OPERATION SHALL BE 4 PHASE, P2-4 WPHASES 5 BEING REVISED TO BE P82-1 T--> P2-1 F'132-4ITH FLASHING YELLOW ARROW OPERATIONS 0 40 ® (FLASH BY TIME OF DAY PROGRAMS). 08 Ped push buttons -VEHICLE SIGNAL PHASES 2 & 6 OPERATE located as shown. WB 94 Off Ramo ON RECAI I DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG REVISIONS SYSTEM ID: 1735503 METER ADDRESS: OLD SYSTEM ID: 21290 1-19PR*19 LET BET. N Rijn 3535 VAONNS CENTEI PHONE (651) 490—' SEH ST. PAUL, MN 55110 IN 08 �- _1 D6-4 ]D6-3 � 57 . 02&0s Z 14 14' S.B. T.H. 25 MPH 30 jJL5 5 H.H.9 TO H.H.8 1 DG -2 2-2/C#14 I 1 DG -1 H.H,12 TO H.H.I1 —� ®_ 2-2/C#14 1-19PR#19 H.H.11A TO H.H.11 2" CONDUIT 7-2/C#14 ' !t 14 It I!! H.H.13 TO HAIIA ! 2" CONDUIT 6-2/C#14 H.H.13 If H.H.14 TO H.H.13 1 2" CONDUIT '! 3-2/C#14 I !SD -3 9 �1-19PR#19 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, PUSH BUTTON STATIONS, AND LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) & DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3) SEE SHEET 25 FOR GENERAL SIGNAL SYSTEM D NOTES, CABINET NOTES, AND DETAILED POLE NOTES. SIGNAL HEAD STATUS: 1 = REMOVE IN-PLACE OVERHEAD 5 SECTION SIGNAL AND F & I NEW OVERHEAD 4 -SECTION SIGNAL ON END OR MID MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 5 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). I HEREBY MAI'Y THAT THIS PLAN WAS PREPARED BY ME OR REVISE UNDER MY DIRECT SUPERVISOR AND THAT AM A DULY UCENSED 0 b = INPLACE LED (REUSE INPLACE). 4.= F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW STATE PROJECT NO. 8823-411 PRO 90`14& ENGINEER UNDER TME UWS OF THE STATE OF MINNES014 INTERSECTION LAYOUT W/. m . Name: JoRn W RaY PE TRMC HKiFWAY 25 AT TH 94 WB OFF RAW Dot, May 23 2023 tic N. 2247 14 MONRCHLO, WRII3HT COUNTY LED SIGNAL HEADS - SIGNAL HEAD q R Y ALL 12' INDICATORS FYA G I G I STATUS 2-1, 2-2, 2-3 0 0 01 JINPLACE 5-1 5-2 2 6-1 6-2 6-3 O O O INPLACE 8-1 O O INPLACE 8-2 O 0 O INPLACE 8-3 (;� C= INPLACE 8_4 INPLACE STATE PROJECT NO. 8823-411 PRO 90`14& ENGINEER UNDER TME UWS OF THE STATE OF MINNES014 INTERSECTION LAYOUT W/. m . Name: JoRn W RaY PE TRMC HKiFWAY 25 AT TH 94 WB OFF RAW Dot, May 23 2023 tic N. 2247 14 MONRCHLO, WRII3HT COUNTY NOTES: 1) ALL ITEMS OF THIS SIGNAL SYSTEM ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE, UNLESS OTHERWISE NOTED ON PLANS. 2) SEE SPECIAL PROVISIONS FOR STATE FURNISHED MATERIALS. 3) ALL HANDHOLES ARE PVC HANDHOLES WITH METAL FRAMES AND COVERS AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). 4) ALL PEDESTRIAN SIGNAL HEADS ARE ONE -SECTION LED "HAND/ WALKING PERSON" COUNTDOWN TIMER INDICATIONS AND ARE INPLACE (REUSE AND MAKE OPERATIONAL AS SHOWN). 5) ALL LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AND OPERATIONAL. 6) ANY DAMAGE TO INPLACE TRAFFIC SIGNAL FACILITIES (CONDUIT, CABLES, HANDHOLES, SIGNAL POLES, ETC.), DUE TO TRAFFIC SIGNAL REVISION WORK, SHALL BE REPAIRED BY CONTRACTOR TO SATISFACTION OF ENGINEER, AT NO EXPENSE TO CITY OR STATE. 7) CONTRACTOR SHALL MAINTAIN OPERATION OF THE SIGNAL SYSTEM AT ALL TIMES, EXCEPT AS OTHERWISE APPROVED BY ENGINEER. 8) ALL NEW VEHICULAR SIGNAL HEADS SHALL HAVE BACKGROUND SHIELDS FURNISHED & INSTALLED BY CONTRACTOR. ALL INPLACE VEHICULAR SIGNAL HEADS BEING REUSED AS PART OF THE REVISE SIGNAL SYSTEM HAVE BACKGROUND SHIELDS (REUSE & MAINTAIN INPLACE). 9) F & I = NEW, FURNISH AND INSTALL. S & I = INPLACE, SALVAGE AND INSTALL. 10) ALL NEW VEHICULAR SIGNAL HOUSINGS, BACKGROUND SHIELDS AND VISORS SHALL BE FABRICATED USING BLACK POLYCARBONATE MATERIALS. SEE SPECIAL PROVISIONS. 11) SEE SPECIAL PROVISIONS & DETAILS REGARDING NEW SIGN PANELS TO BE FURNISHED AND INSTALLED BY CONTRACTOR (INCLUDED AS PART OF PAY ITEM FOR ITEM NO. 2565 -REVISE SIGNAL SYSTEM D). 12) ADD ALTERNATE BID - SEE SPECIAL PROVISIONS & STATEMENT OF ESTIMATED QUANTITIES REGARDING FULL REPAINTING OF THIS SIGNAL SYSTEM (TO BE MEASURED AND PAID FOR SEPARATELY FROM ITEM NO. 2565 - REVISE SIGNAL SYSTEM D). 13) SEE SPECIAL PROVISIONS & STATEMENT OF ESTIMATED QUANTITIES REGARDING REMOVAL OF INPLACE APS PUSH BUTTONS & SIGNS, AND INSTALLATION OF STATE FURNISHED APS PUSH BUTTONS AND SIGNS (TO BE MEASURED AND PAID FOR SEPARATELY FROM ITEM NO. 2565 - REVISE SIGNAL SYSTEM D). OINPLACE (MAINTAIN INPLACE) - EQUIPMENT PAD FOUNDATION SIGNAL SERVICE CABINET (SSB -WITH BATTERIES) 3" RSC STUB OUT FROM CONTROLLER CABINET (THREADED/CAPPED FOR FUTURE USE) OINPLACE PEDESTAL FOUNDATION (MAINTAIN EXTENDED INTO HH 10: INPLACE) 3" RSC 1-3/c 12 1-2/c 14 INPLACE 8' PEDESTAL POLE AND BASE (REMOVE) TYPE 4A BRACKETING 1 -APS PUSH BUTTON & SIGN (OLD PB2-1) (SEE NOTE 13) INPLACE — 1 -SET CD PED INDICATIONS -POLE MOUNTED (P2-1) (S & 1) F & I10' PEDESTAL POLE AND BASE (GALVANIZED, UNPAINTED) I ONE-WAY STRAIGHT MOUNT (FOR P2-1) INSTALL I 1 -APS PUSH BUTTON & SIGN (LT ARROW) (PB2-1) (FURNISHED BY STATE) (SEE NOTE 13) OINPLACE P90 POLE FOUNDATION (MAINTAIN TYPE P90 -A-40 INPLACE) 2 -ONE WAY SIGNALS - OVERHEAD AT 0', 14' (8-4, 8-2) TYPE 10B - POLE MOUNTED 270 DEG (8-1, P6-3) R3-8AERA SIGN PANEL - OVERHEAD AT 8' STREET NAME SIGN PANEL - OVERHEAD AT 22' ONE WAY EVP DETECTOR AND CONFIRMATION LIGHT AT 20' (08) EXTENDED INTO HH 8: 3" RSC 1-12/c 12 1-12/c 14 1-6/c 14 1-3/c 14 1-2/c 14 1-3/c 20 INPLACE T ONE WAY SIGNAL - POLE MOUNTED 90 DEG (OLD 2-5, 5 -SECTION) (REMOVE) I TYPE 10A BRACKETING - POLE MOUNTED 90 DEG 1 -APS PUSH BUTTON AND SIGN (OLD PB6-3) (SEE NOTE 13) F & I 1 -ONE WAY SIGNAL -POLE MOUNTED 90 DEG (NEW 5-2) I TYPE 10A BRACKETING -POLE MOUNTED 90 DEG (FOR 5-2) INSTALL 1 -APS PUSH BUTTON & SIGN (LT ARROW) (PB6-3) (FURNISHED BY STATE) (SEE NOTE 13) SERVICE CABINET TO SOP: INPLACE — CONTROLLER AND CABINET 2" RSC (SALVAGE) 3-1/c 2 REVISE SIGNAL SYSTEM "D" SIGNAL SYSTEM NOTES TRUNK HICa-WAY 25 AT TH 94 WB OFF RAMP IN MONTICELLO, WRIGHT COUNTY CONTROLLER CABINET TO SERVICE CABINET: INSTALL — CONTROLLER AND CABINET (FURNISHED 1.5" RSC BY STATE) 2-1/c 6 1-1/c 6 INS. GR. SERVICE CABINET TO HH 15: 2" RSC INPLACE 4-1/c 10 (LUM) (MAINTAII CONTROLLER CABINET TO HH 10: INPLACE 4" RSC 2-12/c 14 1-3/c 12 2-3/c 14 1-3/c 20 13-2/c 14 1 -INTERCONNECT COAX CABLE 1-19 PR 19 CONTROLLER CABINET TO HH 15 4" RSC 2-12/c 12 1-12/c 14 1-6/c 14 1-5/c 12 1-4/c 14 1-3/c 14 1-3/c 12 13-2/c 14 - 2-3/c 20 I — 1-2/c 14 CONTROLLER CABINET TO FO VAULT: INPLACE CONDUIT 1 -FO CABLE FO VAULT TO HH 1: INPLACE CONDUIT 1 -FO CABLE OINPLACE P100 POLE FOUNDATION (MAINTAIN TYPE P100 -A -30-D30-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE-LED 2 -ONE WAY SIGNALS -OVERHEAD AT 0', 12' (6-2, 6-3) TYPE 10A - POLE MOUNTED 90 DEG (8-3) TYPE 10B - POLE MOUNTED 270 DEG (6-1, P6-2) STREET NAME SIGN PANEL -OVERHEAD AT 14' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (06) EXTENDED INTO HH 4: 3" RSC 1-12/c 12 1-5/c 12 1-4/c 14 1-3/c 12 1-3/c 20 2-1/c 10 (LUM) ®INPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE P100 -A -55-D30-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE-LED 2 -ONE WAY SIGNALS -OVERHEAD AT 15', 26' (2-2, 2-3) ONE WAY SIGNAL (ANGLE MOUNT) AT 180 DEG (2-1) 1 - CD PED INDICATION (ANGLE MOUNT) AT 180 DEG (P2-4) STREET NAME SIGN PANEL -OVERHEAD AT 10' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 8' (02,5) EXTENDED INTO HH 11: 3" RSC 2-12/c 14 2-3/c 14 1-2/c 14 1-3/c 20 1 -INTERCONNECT COAX CABLE 1-3/c 14 (LUM) INPLACEONE WAY SIGNAL AND MOUNT -OVERHEAD (OLD 2-4, 5 -SECTION) (REMOVE) 1 -APS PUSH BUTTON AND SIGN (OLD PB2-4) (SEE NOTE 13) R10-12 SIGN PANEL -ADJACENT TO 2-4 F & I1 -ONE WAY SIGNAL AND MOUNT -OVERHEAD AT 0' (NEW 5-1) I R10 -X12 SIGN PANEL -ADJACENT TO 5-1 INSTALL I 1 -APS PUSH BUTTON & SIGN (RT ARROW) (PB2-4) (FURNISHED BY STATE) (SEE NOTE 13) STATE PROJECT NO. 8823-411 DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM SYSTEM ID: 1735603 T.E. METER ADDRESS: OLD SYSTEM ID: 21290 / / _ PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. SEH ST. PAUL, MN 55110 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. „• /(// Name: John M. Gray, PE Date: May 23, 2023 Lic. No. 22457 REVISE SIGNAL SYSTEM "D" SIGNAL SYSTEM NOTES TRUNK HICa-WAY 25 AT TH 94 WB OFF RAMP IN MONTICELLO, WRIGHT COUNTY �� NO. BY DATE REVISIONS HT. 9 - a Q o CONTROLLER CABINET D6 RED GRN L 8 2 I DG2 NEU �\ �- GRTA L - 48 SPR ?0� K SPR NEU w a RLTA 8_q 05-1 ~ YLTA H.H. 8 F u GLTA _ -- -' ver v� EGG D6-1 0 H.H. 7 _._ 48 r _ _ _ m ......_ m _.... ...._RED D6 3 m D6-2 II -+T�N I 2,10 ]3.39, _.� N -YEL L.6_I �..... O -1.-r- NEU- e l 06-�� 1 I .�. .. ._. -NEU 6 2 D6 3 rd 1_. -RED _ - P6-3 _ - _ YEL 13 D6-4 .-NEU ..-.. RLTA e ci - YLTA 8_3 D2-1 - _- 14 N m ym 39 r -VI Doe —GLTA - __ 2 N v� - ERG RRTq D22 I15 � H.H.6 _. 06 �YRTAJ8-I 48 EVP NEUA D2-3 t 16 2,39,40, _ '- LHT pR Al 43 ' 2 SPR 02-4 11 394 t -___I -,.-NEU B SA m O>--DLK} 9 P6-3 Q8-1 pPS _ E TAD m_ ._ W —SPR G-1 6 2 8�3- _—EOG D8-2 9 N < Q. LUM RED 0 7 ® ;g— �YFL19-1 D8-3 H.H. 424,25 L= e- -_-_, 1 9- � 25 I 1,6,59,31.34 38-�-�- - I - i I I {- I 43 1 t[1 6 I P EVP LIGHT H.H. 3 m 40 D5-2 50A 38 - N� N f N F W r Q a > W U' W O H.H. 2 H.H. 1 .. " (FIBER-OPTIC)I-- - -- r----- 1267.9 r - INTERCONNECT 15 1415 29 17- 17 24 25,,. -_ _— - 31,34,38-41.43.59 TO SYSTEM "A"291 IINTERCONNECTI _i (RBER-OPTIC) 1 _ _ _ 4B 1 — 50A n , DB -4 DB -5 1) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE DRAM BY: JMG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES. PUSH SYSTEM ID: 1735803 T.E.// METER ADDRESS: 00 SYSTEM ID: 21290 BUTTON STATIONS, AND LOOP DETECTORS ARE INPLACE AND UNDER MY EREBY DRECT SUPERNSION ANBFf THAT THIS PI.AND THATAS RI�AM Am DULY LICENSED BY ME 0 PROFE590NAL ENGINEER UNDER RHE LAWS OF RHE STATE OF MINNESOTA .w Name: John M. Croy. PE /1.1. 'Autr 23 2> D23 Lic No. -92.451. SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN, TY52 EXCEPT WHERE DENOTED BY ♦ (♦ = NEW CABLES AND CONDUCTORS TO BE FURNISHED AND INSTALLED BY THE 02& CONTRACTOR AS PART OF REVISE SIGNAL SYSTEM "D° WORK). EVP 2) *DENOTES NEW OR REVISED TERMINATIONS ON INPLACE DET CABLES. 3) ** DENOTES REVISED TERMINATIONS/LABELING ON INPLACE CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN 02& EVP CONTROLLER CABINET. LHT 4) V DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). 0 LUM /4\1 O STATE PROJECT NO. 8823-411 DRAM BY: JMG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM INTERCONNECT 60 COAX CABLE SYSTEM ID: 1735803 T.E.// METER ADDRESS: 00 SYSTEM ID: 21290 - ## UNDER MY EREBY DRECT SUPERNSION ANBFf THAT THIS PI.AND THATAS RI�AM Am DULY LICENSED BY ME 0 PROFE590NAL ENGINEER UNDER RHE LAWS OF RHE STATE OF MINNESOTA .w Name: John M. Croy. PE /1.1. 'Autr 23 2> D23 Lic No. -92.451. REVISE SIGNAL SYSIEAA 'D' MELD ��. DIAGRAM3535 7Fi1RiC HOHN/AY 25 AT TH 89 WB OFF FU1NP N MONTICE LO, WFAGW COLLA Y TY52 NO BY DATE REVISIONS P2-4 P2-1 49 36 42 5 PB2-1 N 3,8,32,33, 36,42,58.60 Imo? IQ 111 I I�II�I H.H. SO H.H. 11 H.H. 12 1 I 1 I I 47 46 - 7 26,27,29 - � 1 29,32,33,36,42, 26 27 "--I L _ 1 45.58.60 m 11 m m m P N N U o g m H.H. 11A z 'n Z O S U F < D8-7 ry:F N 0 H.H. 13 N DB -6 N DB -5 N ❑8-4 O D D8_1 STATE PROJECT NO. 8823-411 DRAM BY: JMG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM SYSTEM ID: 1735803 T.E.// METER ADDRESS: 00 SYSTEM ID: 21290 PHONE (651) 490-2000 VADNAIS CENTER DR. ST. PAUL, MN 55110 SEH UNDER MY EREBY DRECT SUPERNSION ANBFf THAT THIS PI.AND THATAS RI�AM Am DULY LICENSED BY ME 0 PROFE590NAL ENGINEER UNDER RHE LAWS OF RHE STATE OF MINNESOTA .w Name: John M. Croy. PE /1.1. 'Autr 23 2> D23 Lic No. -92.451. REVISE SIGNAL SYSIEAA 'D' MELD ��. DIAGRAM3535 7Fi1RiC HOHN/AY 25 AT TH 89 WB OFF FU1NP N MONTICE LO, WFAGW COLLA Y TY52 NO BY DATE REVISIONS H.H. 9 i i o ® CONTROLLER CABINET 4 D6-1 0 2&&05 33 Q� I YE GRN 18-2 DET D6-2 I NEU M I I - -' DP r; cTi m GRTA SPR 48 SPR °EVP 05 32 ¢T N NEU LHT T c RLTA YLTA 8_4 DS -1 H.W. B ° LTAH.H, 7 DG D6 -I LUM 40 56 r---' D6-3 ,e I 48 '�' m I ,n � 2,10-13.39, RED 06-2 Il yEL 6-1 INTERCONNECT 60 COAX CABLE I2-9 p 6+ D6-4 I ��- I I _ 8'1 GRN NEU RED D6 3 6-2 �J P2-4 0 P6-3 GRN_ D6-4 13 P2-1 oP NEU 4 my o m 34 RLTA YLTA}B 3 D2-1 42 ,p 2 GLTA EOG 02-2 PB2-1 RRTA 515 H.H. 606 GRTA 8-1 D2-3 EVP _ NEU 48 I LHT 2,39,40, I I SPR 2 R 02-4 SPR B 6- /� WLKIP6-3 D8-1OWKTED_SPRD8-259EOG LUM RED7; 148 YEL 2-1 DB-3JJ DB -4 3 5,8,16-2326,27, H.H. 10 H.H. 11 H.H. 12GRN� - -- `� H.N. 4 H.H. 5 - _ - - REO 2-2 GRN 29,32,33,36,42, I I 47 461 _ 26,27,29 r _ 1 45-47 60 I 5 I I 1,6,59,31.34.38 24,25 NEU DS -5 129,32,33,38,42, 26 27 -� Mo I I I SPR 145.58.6E I I I I SPR D8-6 SPR - N 4 wLK SD -I 24 m v H.H. 11A Z F N .» '� 43 o� v P6-2 —NEU P2-1 DWK 5 PB2-1 SD -2 g o Go 56 Z N n• 6 }PB2-4 PED PUSHBUTTON v F o DB -7 Q - o SD -3 N F Li. CD 41ry WLK SD -4 6 - NEU }P6-2 m O —DWK INTERCONNECT N H.H. 3 39 }PB6-3 TO MASTER m W.H. 13 0 EVP LIGHT --I 38 40 r-]-- 7 �P86-2 PED STA RED N D8-6 y� DS -1 m _ RED GYrL RN } 6-3 D8-7 NEU1 N RED08-5 C) _ NEU 08-8 m GRN 2-4 08-4 N a Nc r ¢ WLKNEU NEU}P2-4 08-9 YLTA WKGLT SPR 'L 6,7; g 40 EVF INTERCONNECT 60 EOG o 56 59 LHT COAX CABLE w H—H—? H.H. 1 H.H. 35 0834 41 QVP EVP DE 6 RED .. H.H. 14 — — — - r _ DET 43 GRN 2-5 NEU D8-3 INTERCONNECT 14 L5 I 14,15,29 1 16 17 1.2.6.7.9-17.24,25.1.2.6.7.9-17.24.25.06 c YLTA w :� .2~ TO SYSTEM "A"291 IINTERCONNECTI I 31,34.36-41,43.59 I I 31.34,38-41.43 48 LHT EVP GLTA DB -2 cc a ti � 1- - --I I_ _ --1 1----I 46 in 02&05 33 m 08-1 - _ w c o 0 o c 02&O5 EYP EEII EWDET �30 SIGNAL GRpI1ryp R0D IN CABINET FOUNDA7ION cc 2 SERVICE W' LAYOUT S.A.P. N0. IDRAWN BY: ICKD BY: DATE. BY LIC. N0. DATE= Q w" BY DATE REVISIONS SYSTEM ID: 1735603 T.E. 5803 TRAFFIC CONTROL SIGNAL SYSTEM �� A° 2 SJ JBA 01/24/23 AS -BUILT METER ADDRESS: 7? TH 25 & TH 94 WB OFF RAMP "H" CERTIFIED LICENSED PNGFESSIGxLL ENGIMEEF 4 2 u_ OLD SYSTEM ID: 21290 IN MONTICELLO, WRIGHT COUNTY STATE PROJ.NO. 8680-158 (T.H.94) SHEET N0. OF SHEETS NOTE: EXISTING PLAN REPRESENTS THE BEST INFORMATION AVAILABLE FOR THIS SIGNAL SYSTEM AND IS BEING PROVIDED FOR INFORMATIONAL PURPOSES ONLY. PROJECT NO. 8823-411 JMG ISTATE EXISTING SIGNAL SYSTEM "D° DRAWN BY: SYSTEM ID: 1735603 T.E. 27 L DESIGNER: JMG METER ADDRESS: _ PHONE: (651) 490-2000 "FOR INFORMATION ONLY" (FIELD WIRING DIAGRAM)3535 CHECKED BY: JMG OLD SYSTEM ID: 21290 ST. PAUL,, NMN 551 OAIS R DR. SEH TRUNK HIGHWAY 25 AT TH 94 WB OFF RAMP 52 NO. BY DATE REVISIONS DESIGN TEAM IN MONTICELLO, WRIGHT COUNTY NOTE: MOUNTING HEIGHT = APPROXIMATE HEIGHT ABOVE ADJACENT GROUND LINE. CONTRACTOR SHALL FURNISH & INSTALL NEW MAST ARM MOUNTING HARDWARE ON EACH MAST ARM (INCLUDING EXTENSION AND ASTRID BRACKET), AND COMPLETE ALL WORK REQUIRED TO MAKE EACH DETECTOR OPERATIONAL (INCLUDING ALL AIMING OF EACH VIDEO DETECTOR IN THE PRESENCE OF MnDOT TRAFFIC PERSONNEL) (MnDOT TRAFFIC PERSONNEL WILL COMPLETE ALL CABINET PROGRAMMING). NOTES: 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) ® DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3)-A DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED BY STATE AND INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT. 4) SEE SHEET 29 FOR GENERAL SIGNAL SYSTEM E NOTES, CABINET NOTES, AND DETAILED POLE NOTES. O INPLACE WOOD POLE (SOP) D MAIN AINCE) 2 TOSHHRISER AND WEATHERHEAD INPL 3-1/c 2 INPLACE — CONTROLLER AND CABINET (SALVAGE) INSTALL CONTROLLER AND CABINET (FURNISHEDI VIDEO DETECTION CARD AND BY STATE) CABINET EQUIPMENT OINPLACE EQUIPMENT PAD FOUNDATION (MAINTAIN SIGNAL SERVICE CABINET (NON SSB -WITH BATTERIES) INPLACE) 3" RSC SNB OUT FROM CONTROLLER CABINET (THREADED/CAPPED FOR FUTURE USE) SERVICE CABINET TO HH 11: 2" RSC 3-1/c 2 CONTROLLER CABINET TO SERVICE CABINET: 2" RSC 2-1/c 6 1-1/c 6 INS. GR. SERVICE CABINET TO HH 1: 2" RSC 4-3/c 12 (LUM) INDICATIONS AND PUSH BUTTONS CD 06 01 PB6-1 49 h> �O9 1177 O P6-1 Q 08 Chelsea Rd P6-2 (2 03 8 PB6-2 07.0 P6-3 I-94 EB 04 P6-4 RamPO4.7,5P4-1 P4-4 7 PB6-3 PB®4-�2 PB4-3 Qg PB4-1a P4-2Ilq p Ped push buttons © 05 02 located as shown. CSAH to ml If 2" RSC \ �I 2-3/C#12 iLUM) 11 A / 1 e -I 1 5-22 4" RSC I) 4-12/C#12 .� 7-3,'C#12 'I V-1 1-3/C#12 ILD M1 ' i 08,3 EVP 1-3/ruDn INPLACE 1-6 PR 18 II - (REMOVE) I (OLD VIDEO) 9 F & I 1-4/c 14 �� Z 1-3/c 18 (VIDEO) -ih'� 6 3" RSC �\ 1-12/C#12 1-5/C#12 2-3/C#12 F & i —1-4/c 14 CONTROLLER CABINET TO HH 1: INPLACE CONTROLLER CABINET TO HH 10: 4" RSC (MAINTAIN T 4" RSC 6-12/c 12 INPLACE) 5-12/c 12 3-3/c 12 1-5/c 12 2-3/c 20 9-3/c 12 1-6 PR 19 2-3/c 20 INPLACE = 2-6 PR 18 INPLACE REMOVE) 12-6 (OLDR 18 (REMOVE) (OLD VIDEO) F &2-3/c 18 F & 1-4/c 14 Z (VIDEO) = 2-3/c 18 (VIDEO) SIGNAL SYSTEM OPERATIONS: -SIGNAL SYSTEM FLASH MODE IS ALL RED. -NORMAL OPERATION SHALL BE 8 PHASE, WITH PHASES 1. 3, 5, 7 BEING REVISED TO FLASHING YELLOW ARROW OPERATIONS (FLASH BY TIME OF DAY PROGRAMS). -VEHICLE SIGNAL PHASES 2 & 6 OPERATE t - n < 0 t2'N12 W W T' NMC' I-BPR#19 / 20 V 0 20 40 seek IeM N -4" RSC INPLACE 2-6 PR 18 3-3/C#122 (REMOVE) _ (OLD VIDEO) 2-3/C#12 (LUM) F &2-3/c 18 2-3/C$20 I (VIDEO) _ _ 2 II 4" RSC INPLACE 2-6 PR 18 O \ 5" 2 "C#1 (REMOVE) _ (OLD VIDEO) 3 2-33% #20ILDM1 F & = 2-3/c VIDEO) ®51 v2 1 " 4„ RSC 2 3 2 2 „ 3-12/C#12 INPLACE = 1-6 PR 18 2-3/C#12 (REMOVE) (OLD VIDEO) 1, -3CCLUM1 F& I 1-3/c 18wO -(VIDEO) INPLACE = 1-6 PR 18 9" RSC (REMOVE) TO VIDEO) 3-12/C#12 F & 1-4/c 14 1-5/C#12 1-3/c 18 (VIDEO) 5-3/C#12 1-3lC#12 (LUM) 1-3/C#20 , ,I > S -I O 4 6-21e 3-2 O s 7 T. RSC — 1-12/C#12 23/C#12 F & I — 1-4/c 14 m 4n �`-'- I 94 SOUTH LOOP ® )) (¢ (I,—SPEED LIMIT -30 MPH 4 94-3 04,7 EVP OA 3 5 R5C I 94 SOUTH RAMP 1LUm3 INPLACE 1-6 PR 18 (REMOVE) _ (OLD VIDEO) F & I Z 1-3/c 18 (VIDEO) SIGNAL HEAD STATUS: 1 = REMOVE IN-PLACE OVERHEAD 3 SECTION SIGNAL AND F & I NEW OVERHEAD 4 -SECTION SIGNAL ON END OF MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 3 OR 5 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). O = INPLACE LED (REUSE INPLACE). 4—= F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW LED SIGNAL HEADS INSTALL VIDEO DETECTION (FURNISHED BY STATE) -3 CAMERA 2 INTERSECTION SIGNAL POLE (CAMERA) 6' POLE EXTENSION 3-1 CAMERA MOUNTING NO 4-4-- 4— APPROACH 4-1, 4-2, 4-3 AND ASTRO MOUNTED AT HEIGHT 2 S 5-2 FACING LOCATION BRACKET O O O INPLACE S 7-, V-1 WE 1-94 OFF RAMP POLE 1 YES ON MAST ARM 25' V-2 NB CSAH 18 POLE 3 YES ON MAST ARM 25' V-3 EB CHELSEA ROAD POLE 5 YES ON MAST ARM 1 25' V-4 SB CSAR 18 POLE 7 YES ON MAST ARM i 25' NOTE: MOUNTING HEIGHT = APPROXIMATE HEIGHT ABOVE ADJACENT GROUND LINE. CONTRACTOR SHALL FURNISH & INSTALL NEW MAST ARM MOUNTING HARDWARE ON EACH MAST ARM (INCLUDING EXTENSION AND ASTRID BRACKET), AND COMPLETE ALL WORK REQUIRED TO MAKE EACH DETECTOR OPERATIONAL (INCLUDING ALL AIMING OF EACH VIDEO DETECTOR IN THE PRESENCE OF MnDOT TRAFFIC PERSONNEL) (MnDOT TRAFFIC PERSONNEL WILL COMPLETE ALL CABINET PROGRAMMING). NOTES: 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) ® DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3)-A DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED BY STATE AND INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT. 4) SEE SHEET 29 FOR GENERAL SIGNAL SYSTEM E NOTES, CABINET NOTES, AND DETAILED POLE NOTES. O INPLACE WOOD POLE (SOP) D MAIN AINCE) 2 TOSHHRISER AND WEATHERHEAD INPL 3-1/c 2 INPLACE — CONTROLLER AND CABINET (SALVAGE) INSTALL CONTROLLER AND CABINET (FURNISHEDI VIDEO DETECTION CARD AND BY STATE) CABINET EQUIPMENT OINPLACE EQUIPMENT PAD FOUNDATION (MAINTAIN SIGNAL SERVICE CABINET (NON SSB -WITH BATTERIES) INPLACE) 3" RSC SNB OUT FROM CONTROLLER CABINET (THREADED/CAPPED FOR FUTURE USE) SERVICE CABINET TO HH 11: 2" RSC 3-1/c 2 CONTROLLER CABINET TO SERVICE CABINET: 2" RSC 2-1/c 6 1-1/c 6 INS. GR. SERVICE CABINET TO HH 1: 2" RSC 4-3/c 12 (LUM) INDICATIONS AND PUSH BUTTONS CD 06 01 PB6-1 49 h> �O9 1177 O P6-1 Q 08 Chelsea Rd P6-2 (2 03 8 PB6-2 07.0 P6-3 I-94 EB 04 P6-4 RamPO4.7,5P4-1 P4-4 7 PB6-3 PB®4-�2 PB4-3 Qg PB4-1a P4-2Ilq p Ped push buttons © 05 02 located as shown. CSAH to ml If 2" RSC \ �I 2-3/C#12 iLUM) 11 A / 1 e -I 1 5-22 4" RSC I) 4-12/C#12 .� 7-3,'C#12 'I V-1 1-3/C#12 ILD M1 ' i 08,3 EVP 1-3/ruDn INPLACE 1-6 PR 18 II - (REMOVE) I (OLD VIDEO) 9 F & I 1-4/c 14 �� Z 1-3/c 18 (VIDEO) -ih'� 6 3" RSC �\ 1-12/C#12 1-5/C#12 2-3/C#12 F & i —1-4/c 14 CONTROLLER CABINET TO HH 1: INPLACE CONTROLLER CABINET TO HH 10: 4" RSC (MAINTAIN T 4" RSC 6-12/c 12 INPLACE) 5-12/c 12 3-3/c 12 1-5/c 12 2-3/c 20 9-3/c 12 1-6 PR 19 2-3/c 20 INPLACE = 2-6 PR 18 INPLACE REMOVE) 12-6 (OLDR 18 (REMOVE) (OLD VIDEO) F &2-3/c 18 F & 1-4/c 14 Z (VIDEO) = 2-3/c 18 (VIDEO) SIGNAL SYSTEM OPERATIONS: -SIGNAL SYSTEM FLASH MODE IS ALL RED. -NORMAL OPERATION SHALL BE 8 PHASE, WITH PHASES 1. 3, 5, 7 BEING REVISED TO FLASHING YELLOW ARROW OPERATIONS (FLASH BY TIME OF DAY PROGRAMS). -VEHICLE SIGNAL PHASES 2 & 6 OPERATE t - n < 0 t2'N12 W W T' NMC' I-BPR#19 / 20 V 0 20 40 seek IeM N -4" RSC INPLACE 2-6 PR 18 3-3/C#122 (REMOVE) _ (OLD VIDEO) 2-3/C#12 (LUM) F &2-3/c 18 2-3/C$20 I (VIDEO) _ _ 2 II 4" RSC INPLACE 2-6 PR 18 O \ 5" 2 "C#1 (REMOVE) _ (OLD VIDEO) 3 2-33% #20ILDM1 F & = 2-3/c VIDEO) ®51 v2 1 " 4„ RSC 2 3 2 2 „ 3-12/C#12 INPLACE = 1-6 PR 18 2-3/C#12 (REMOVE) (OLD VIDEO) 1, -3CCLUM1 F& I 1-3/c 18wO -(VIDEO) INPLACE = 1-6 PR 18 9" RSC (REMOVE) TO VIDEO) 3-12/C#12 F & 1-4/c 14 1-5/C#12 1-3/c 18 (VIDEO) 5-3/C#12 1-3lC#12 (LUM) 1-3/C#20 , ,I > S -I O 4 6-21e 3-2 O s 7 T. RSC — 1-12/C#12 23/C#12 F & I — 1-4/c 14 m 4n �`-'- I 94 SOUTH LOOP ® )) (¢ (I,—SPEED LIMIT -30 MPH 4 94-3 04,7 EVP OA 3 5 R5C I 94 SOUTH RAMP 1LUm3 INPLACE 1-6 PR 18 (REMOVE) _ (OLD VIDEO) F & I Z 1-3/c 18 (VIDEO) SIGNAL HEAD STATUS: 1 = REMOVE IN-PLACE OVERHEAD 3 SECTION SIGNAL AND F & I NEW OVERHEAD 4 -SECTION SIGNAL ON END OF MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 3 OR 5 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). O = INPLACE LED (REUSE INPLACE). 4—= F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW LED SIGNAL HEADS SIGNAL HEAD # ALL 12' INDICATDNS R Y I FYA G I STATUS 1-1, 1-2 4-14-14-1 1 -3 4-14-1+—1 2 2-1, 2-2, 2-3 O 01 10 INPLACE 3-1 0.-4-4— H 2 3-2 4-4-- 4— 2 4-1, 4-2, 4-3 O O O INPLACE 5-1 4-4— *M 2 S 5-2 4-4— 4— 2 6-1. 6-2, 6-3 O O O INPLACE S 7-, 4- r- 2 7-2 4-4— 4— 2 8-1, 8-2 0 0 O INPLACE STATE PROJECT NO. 8823-411 DRAWN BY: JMG DESIGNER: JMG CHECKED BY: AG DESIGN TEAM SYSTEM ID: TE METER ADDRESS: OLD SYSTEM ID: I PHONE (651) 490-200 3535 VADNAIS CENTER DR. ST. PAU4 MN 55110 SEH HFAEBY RRPYY ]HAI IHI] Y Wp FN AHW UT Mc Utt UNDER MY DIRECT 91PERN90N AND THAT I AAI A DULY DCENSED PROFE590NAL ENGINEER UNDER TIE LAMS Of RIE STATE OF MINNESOTA n" iI /yl �(� Nome Jdn M. pay, PE Date—� _ U. Na-T.Z'LL MV= bTl9VAL `0TOIGM -C INTERSECTION LAYOUT CSAH 18 AT TH 94 EB OFF RAMP/CHELSEA ROAD NMOMIC9-LO, WRO-rr cowry 28 L �� NO BY DATE REVISIONS NOTES: 1) ALL ITEMS OF THIS SIGNAL SYSTEM ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE, UNLESS OTHERWISE NOTED ON PLANS. 2) SEE SPECIAL PROVISIONS FOR STATE FURNISHED MATERIALS. 3) ALL HANDHOLES ARE PVC HANDHOLES WITH METAL FRAMES AND COVERS AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). 4) ALL PEDESTRIAN SIGNAL HEADS ARE ONE -SECTION LED "HAND/ WALKING PERSON" COUNTDOWN TIMER INDICATIONS AND ARE INPLACE (REUSE AND MAKE OPERATIONAL AS SHOWN). 5) ANY DAMAGE TO INPLACE TRAFFIC SIGNAL FACILITIES (CONDUIT, CABLES, HANDHOLES, SIGNAL POLES, ETC.), DUE TO TRAFFIC SIGNAL REVISION WORK, SHALL BE REPAIRED BY CONTRACTOR TO SATISFACTION OF ENGINEER, AT NO EXPENSE TO CITY, COUNTY, OR THE STATE. 6) CONTRACTOR SHALL MAINTAIN OPERATION OF THE SIGNAL SYSTEM AT ALL TIMES, EXCEPT AS OTHERWISE APPROVED BY ENGINEER. 7) ALL NEW VEHICULAR SIGNAL HEADS SHALL HAVE BACKGROUND SHIELDS FURNISHED & INSTALLED BY CONTRACTOR. ALL INPLACE VEHICULAR SIGNAL HEADS BEING REUSED AS PART OF THE REVISE SIGNAL SYSTEM HAVE BACKGROUND SHIELDS (REUSE & MAINTAIN INPLACE). 8) F & I = NEW, FURNISH AND INSTALL. S & I = INPLACE, SALVAGE AND INSTALL. 9) ALL NEW VEHICULAR SIGNAL HOUSINGS, BACKGROUND SHIELDS AND VISORS SHALL BE FABRICATED USING BLACK POLYCARBONATE MATERIALS. SEE SPECIAL PROVISIONS. 10) SEE SPECIAL PROVISIONS & DETAILS REGARDING NEW SIGN PANELS TO BE FURNISHED AND INSTALLED (OR REMOVED, SALVAGED, AND/ OR REINSTALLED) BY CONTRACTOR (INCLUDED AS PART OF PAY ITEM FOR ITEM NO. 2565 - REVISE SIGNAL SYSTEM E). 11) CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAKING OPERATIONAL THE STATE FURNISHED VIDEO DETECTION SYSTEM (CABINET COMPONENTS AND VIDEO DETECTOR CAMERAS) AND SHALL FURNISH AND INSTALL ALL REQUIRED MOUNTING HARDWARE. AIMING OF VIDEO CAMERAS SHALL BE DONE BY THE CONTRACTOR IN THE PRESENCE OF MnDOT TRAFFIC PERSONNEL, AND THE STATE WILL PROGRAM EACH CAMERA. ALL VIDEO DETECTION SYSTEM WORK IS INCIDENTAL TO THE REVISE SIGNAL SYSTEM "E" PAY ITEM. O(INPLACE PA100 POLE FOUNDATION MAINTAIN TYPE PA100-A-45-D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE-LED 1 -ONE WAY SIGNAL -OVERHEAD AT 0' (8-2) TYPE 10A - POLE MOUNTED 180 DEG (8-1) 1 -PED PUSH BUTTON AND SIGN (R10 -3b) 2-R6-1 (ONE WAY) SIGNS -POLE MOUNTED 0/180 DEG D9-2MBR (HOSPITAL) SIGN -OVERHEAD AT 20' ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (08,3) EXTENDED INTO HH 10: 3" RSC 2-12/c 12 2-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL -POLE MOUNTED 90 DEG (OLD 5-2, 3 -SECTION) (REMOVE) TYPE 10B BRACKETING -POLE MOUNTED 90 DEG STREET NAME SIGN PANEL -OVERHEAD AT 25' 1 -VIDEO CAMERA AND MOUNTING HARDWARE -ON LUM EXTENSION 1-6 PR 18 (OLD VIDEO) INPLACE - 1 -SET CD PED INDICATIONS -POLE MOUNTED 90 DEG (P6-1) (S & 1) F & I 1 -ONE WAY SIGNAL -POLE MOUNTED 90 DEG (NEW 5-2) TYPE 10B BRACKETING -POLE MOUNTED 90 DEG (FOR 5-2, P6-1) R9-3 (NO PED XING) SIGN -FACING POLE 3 STREET NAME SIGN PANEL -OVERHEAD (D-1) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRID BRACKET) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) INSTALL1-VIDEO CAMERA -MAST ARM MOUNTED AT 8' AND FACING I WB TRAFFIC (V-1) (08,3) (FURNISHED BY STATE) ©INPLACE PA85 POLE FOUNDATION (MAINTAIN TYPE PA85-AHST-6/6-203-PT INPLACE) TYPE 3OC-POLE MOUNTED 90 DEG (P4-2, P4-3) 1 -PED PUSH BUTTON AND SIGN (R10 -3b) EXTENDED INTO HH 6: 3" RSC 1-12/c 12 2-3/c 12 INPLACE2-ONE WAY SIGNALS AND MOUNTS -OVERHEAD (OLD 1-1 AND (REMOVE) I 1-2, BOTH 3 -SECTION) F & I1 -ONE WAY SIGNAL AND MOUNT -OVERHEAD AT 6' (NEW 1-1) I 1 -ONE WAY SIGNAL AND MOUNT -OVERHEAD AT -6' (NEW 1-2) R10 -X12 SIGN PANEL -ON MAST ARM POLE (NEAR TOP OF POLE) 1-4/c 14 ®INPLACE PEDESTAL FOUNDATION (MAINTAIN EXTENDED INTO HH 9: INPLACE) 3" RSC 1-12/c 12 2-3/c 12 INPLACE PEDESTAL POLE AND BASE (REMOVE) T TYPE 5E BRACKETING 1 1 -ONE WAY SIGNAL (OLD 8-3, 5 -SECTION) R10-12 SIGN PANEL AND SIGN POST -RIGHT OF PEDESTAL POLE INPLACE 2 -SETS CD PED INDICATIONS -POLE MOUNTED (P6-2, P6-3) (S & 1) 1 -PED PUSH BUTTON R4-7 (KEEP RIGHT) AND HAZARD MARKER SIGN PANELS, AND SIGN POST -RELOCATE FROM IN FRONT OF PEDESTAL POLE, TO RIGHT OF PEDESTAL POLE F & I 1 15' (MIN) PEDESTAL POLE, PEDESTAL BASE, WIND COLLAR ONE WAY SIGNAL AND STRAIGHT MOUNT (NEW 3-1) 2 -ONE WAY STRAIGHT MOUNTS (FOR P6-2, P6-3) 1 -PED PUSH BUTTON INSTRUCTION SIGN (R10 -3e) R10 -X12 SIGN PANEL -BELOW SIGNAL HEAD OINPLACE PEDESTRIAN PUSH BUTTON STATION (4" RSC) (MAINTAIN 1 -PED PUSH BUTTON AND SIGN (R10 -3b) INPLACE) EXTENDED INTO HH 7: 1.25" RSC 1-5/c 12 OINPLACEPEDESTAL FOUNDATION (MAINTAIN T EXTENDED INTO HH 2: INPLACE) 1 3" RSC 1-12/c 12 INPLACE PEDESTAL POLE AND BASE (REMOVE) I TYPE 5A BRACKETING 1 -ONE WAY SIGNAL (OLD 5-1, 3 -SECTION) R9-3 (NO PED XING) SIGN -FACING POLE 1 HAZARD MARKER SIGN AND SIGN POST -MEDIAN MOUNTED INPLACER4-7 (KEEP RIGHT) SIGN PANEL -RELOCATE FROM SIGN POST (S & 1) I TO NEW PEDESTAL POLE (BELOW NEW R10 -X12 SIGN) F & I15' (MIN) PEDESTAL POLE, PEDESTAL BASE, WIND COLLAR IONE WAY SIGNAL AND STRAIGHT MOUNT (NEW 5-1) R10 -X12 SIGN PANEL -BELOW SIGNAL HEAD MOUNTING HARDWARE FOR RELOCATED R4-7 SIGN PANEL ®INPLACEPEDESTAL FOUNDATION (MAINTAIN NEW STANDARD PEDESTAL POLE AND BASE INPLACE) EXTENDED INTO HH 4: 3" RSC 1-12/c 12 OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100-A-40-D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE-LED 2 -ONE WAY SIGNALS -OVERHEAD AT 0', 11' (2-3, 2-2) TYPE 10A - POLE MOUNTED 180 DEG (2-1) 2-R6-1 (ONE WAY) SIGNS -POLE MOUNTED 0/180 DEG ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (02,5) EXTENDED INTO HH 3: 3" RSC 2-12/c 12 1-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL -POLE MOUNTED 90 DEG (OLD 4-5, 5 -SECTION) (REMOVE) T TYPE 10A BRACKETING -POLE MOUNTED 90 DEG 11 3 -STREET NAME SIGN PANELS -OVERHEAD AT 15', 25', AND 30' 1 -VIDEO CAMERA AND MOUNTING HARDWARE -ON LUM EXTENSION 1-6 PR 18 (OLD VIDEO) F & I 1 -ONE WAY SIGNAL -POLE MOUNTED 90 DEG (NEW 7-2) TYPE 10A BRACKETING -POLE MOUNTED 90 DEG (FOR 7-2) 2-R9-3 (NO PED XING) SIGNS -FACING POLES 1 AND 5 STREET NAME SIGN PANEL -OVERHEAD (D-2) STREET NAME SIGN PANEL -OVERHEAD (D-3) STREET NAME SIGN PANEL -OVERHEAD (D-4) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRO BRACKET) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) INSTALL1-VIDEO CAMERA -MAST ARM MOUNTED AT 8' AND FACING I NB TRAFFIC (V-2) (02,5) (FURNISHED BY STATE) INPLACETYPE 5A BRACKETING (REMOVE) 1 -ONE WAY SIGNAL (OLD 4-4, 5 -SECTION) R9-3 (NO PED XING) SIGN -ON ADJACENT SIGN POST R10-12 SIGN PANEL -ON ADJACENT SIGN POST SIGN POST -MEDIAN MOUNTED (IN FRONT OF PEDESTAL POLE) INPLACE R4-7 (KEEP RIGHT) AND HAZARD MARKER SIGN PANELS -RELOCATE (S & 1) FROM INPLACE SIGN POST IN FRONT OF PEDESTAL POLE, TO INPLACE SIGN POST (RIGHT OF PEDESTAL POLE) F &ONE WAY SIGNAL AND STRAIGHT MOUNT (NEW 7-1) I R10 -X12 SIGN PANEL -BELOW SIGNAL HEAD MOUNTING HARDWARE FOR RELOCATED R4-7/HAZARD MARKER SIGN PANELS OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100-A-45-D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE-LED 2 -ONE WAY SIGNALS -OVERHEAD AT 0', 11' (6-3, 6-2) TYPE 108 - POLE MOUNTED 180 DEG (6-1, P6-4) 1 -PED PUSH BUTTON AND SIGN (R10 -3b) 2-R6-1 (ONE WAY) SIGNS -POLE MOUNTED 0/180 DEG EXTENDED INTO HH 8: 3" RSC 2-12/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL -POLE MOUNTED 90 DEG (OLD 8-4, 5 -SECTION) (REMOVE) T TYPE 10B BRACKETING -POLE MOUNTED 90 DEG 1 2 -STREET NAME SIGN PANELS -OVERHEAD AT 16', 21' 1 -VIDEO CAMERA AND MOUNTING HARDWARE -ON LUM EXTENSION 1-6 PR 18 (OLD VIDEO) INPLACE 1 -SET CD PED INDICATIONS -POLE MOUNTED 90 DEG (P4-1) (S & 1) I ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (06,1) F & I 1 -ONE WAY SIGNAL -POLE MOUNTED 90 DEG (NEW 3-2) TYPE 10B BRACKETING -POLE MOUNTED 90 DEG (FOR 3-2, P4-1) STREET NAME SIGN PANEL -OVERHEAD (D-8) STREET NAME SIGN PANEL -OVERHEAD D-9 LUMINAIRE MOUNTING HARDWARE FOR VIDEO CAMERA 3/4" RSC EXTENSION FOR EVP DETECTOR AND LIGHT AT 6' (FOR RAISING EVP ABOVE SIGN D-8) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRO BRACKET) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) INSTALL I 1 -VIDEO CAMERA -MAST ARM MOUNTED AND FACING SB TRAFFIC (V-4) (06,1) (FURNISHED BY STATE) OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100-A-45-D40-9 (DAVIT AT 350 DEG) INPLACE) LUMINAIRE-LED 2 -ONE WAY SIGNALS -OVERHEAD AT 0', 11' (4-3, 4-2) TYPE 10B - POLE MOUNTED 180 DEG (4-1, P4-4) 1 -PED PUSH BUTTON AND SIGN (R10 -3b) 2-R6-1 (ONE WAY) SIGNS -POLE MOUNTED 0/180 DEG EXTENDED INTO HH 5: 3" RSC 2-12/c 12 2-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACEONE WAY SIGNAL -POLE MOUNTED 90 DEG (OLD 1-3, 3 -SECTION) (REMOVE) T TYPE 10A BRACKETING -POLE MOUNTED 90 DEG 11 3 -STREET NAME SIGN PANELS -OVERHEAD AT 15', 25', AND 35' 1 -VIDEO CAMERA AND MOUNTING HARDWARE -ON LUM EXTENSION 1-6 PR 18 (OLD VIDEO) INPLACE - ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (04,7) (S&1) F & I 1 -ONE WAY SIGNAL -POLE MOUNTED 90 DEG (NEW 1-3) TYPE 10A BRACKETING -POLE MOUNTED 90 DEG (FOR 1-3) R9-3 (NO PED XING) SIGN -FACING POLE 3 STREET NAME SIGN PANEL -OVERHEAD (D-5) STREET NAME SIGN PANEL -OVERHEAD (D-6) STREET NAME SIGN PANEL -OVERHEAD (D-7) 3/4" RSC EXTENSION FOR EVP DETECTOR AND LIGHT AT 6' (FOR RAISING EVP ABOVE SIGN D-5) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRID BRACKET) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) INSTALL1-VIDEO CAMERA -MAST ARM MOUNTED AND FACING I EB TRAFFIC (V-3) (04,7) (FURNISHED BY STATE) f STATE PROJECT NO. 8823-411 / I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR REVISE SIGNAL SYSTEM "E" DRAWN BY: JMG SYSTEM ID: T.E. / UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED 2Q DESIGNER: JMG PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNAL SYSTEM NOTES VV METER ADDRESS: 3535 VADNAIS CENTER DR. „• CHECKED BY: JMG OLD SYSTEM ID: ST. PAUL, MN 55110 /(// Name: John M. Gray, PE CSAH 18 AT TH 94 EB OFF RAMP/CHELSEA ROAD 52 K DESIGN TEAM NO. BY DATE REVISIONS SEH Date: May 23, 2023 Uc. No. 22457 IN MONTICELLO, WRIGHT COUNTY 4-2 4-I O 4-3 P4-4 1 3 PB9-3 04,7 EVP LIGHT 17 t8 1,7 EVP TECTOR Too EVP 19 20♦ VIDEO CAMERA V_3 (04,7) HUB (3/C 18) 4— LUMINAIRE 5 7 5, 15-19, 20A CONDUCTOR COLOR CODING SYSTEM ID: T.E. R VOL WH UNDER EI DIRECT SUPERM90N AND IHAT i AM A DULY tl@ISED PRCF690NAL ENQNOR UNDER THE LAWS OF THE STALEOF MINNESOTA [2! DESIGNER: dMG tEIL/BLK R OR 0 METER ADDRESS: 3/C•20 FWH OR YEL PHONE: (651) 490-2000 ALK OR BL RELD WIRING DIACAAM3536 2-1/C R 3/C•12 WHBLK LK 2/C•]9 CL 6PR•19 [7521 NOTE:ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE INTERNAL POLE COLOR CODING RED YEL 7/C•19 NEU 5 -SECTION Y YLTA INDICATION, BLK GLTA BRN SPR A RED 0 5/C•34 BL YEE GRN 3 & 4 N WH NEU INDICATION T]ON BLK GLTA R DWK 4/C•14WH WLK PEDESTRIAN NEU INDICATION SPR 2/C•14 WH EVP/PB/FLASHER — H NEU NOTE: REDUCED DIAMETER SIGNAL CONTROL CABLE ** ®- 2-2 2-I O 7-2 (2-: 02 8 05 EVP LIGHT VIDEO CAMERA V-2 (02,5) (3/C 18) �JJ LUMINAIRE 5, 14-19, 20A 8-11. 12A. 14-19. 20A NO IES: 1) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN, EXCEPT WHERE DENOTED BY (A = NEW CABLES AND CONDUCTORS TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS PART OF REVISE SIGNAL SYSTEM "E" WORK). 2) *DENOTES NEW OR REVISED TERMINATIONS ON INPLACE CABLES. 3) +• DENOTES REVISED TERMINATIONS/LABELING ON INPLACE CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN CONTROLLER CABINET. 4) V DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). 5) 4. DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED BY STATE AND INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT. 6) INPLACE CABLES 12, 20, 27, AND 38 (ALL 6 PR 18) SHALL BE REMOVED BY CONTRACTOR AND REPLACED WITH NEW 3/C 18 CABLES FOR NEW VIDEO DETECTION SYSTEM, ® 3-6 LUMINAIRE QE 3 LUMINAIRE 4 HH 16 A DIP I t INPUT 3-1/C!O POWER SERVICE + CABINET GR.RD, 4-5, 7-11, 12A, 14-19, 20A HH 1 7-11. 12A, 14-19,_20A, 90 I —1 3.6 ® TO TO HH 16 HH 101 LUMINAIRE F�A LUMINAIRE P--& SIGNAL 2-1/06 SERVICE OUTLET SERVICE _...__— I HEREBY CONTROLLER CABINET s" ALA YGLEL s" A 5-1 • NEU FYLA SPR SPR NEU SPR SPR SPR EO.0 RED YEL CAN 2,1 HE RED 2-2 YEL GRN NEU SPR SPR SPR EO.G •+ ALA •" YEL xx GLA7-2 •• NEU •* FYLA •• SPR SPR NEU RED 1 2-3 YEL GAN EO.G 02 & 05 EVP LIGHT NEU SPR 02 & 05 EVP DETECTOR VIDEO CAMERA V-2 (02,5) (3/C 18) 2-I/C•6 SIGNAL SERVICE TO OUTLET ALA + YEL ++ GLA -1 NEU FYLA ** SPR SPR NEU SPR SPR SPR EO.G RED YEL 4-I GRN NEU RED 4-2 YEL GRN NEU SPR SPR SPR EO.G RED YEL 4-3 CAN NEU WLK P4-4 DWK SPR *" ALA NEU "* NEUYLA1-3 "« GLA " FYLA EQ.G 5rn NEU PB4-3 .04,7 EVP LIGHT NEU SPR 04,7 EVP DETECTOR VIDEO CAMERA V-3 (04,7) (3/C 18) INTERCONNECT TO 194 N. RAMP/7TH ST. t-GPR$19 STATE PROJECT NO. 8823-411 DRAWN BY: JMG SYSTEM ID: T.E. UNDER EI DIRECT SUPERM90N AND IHAT i AM A DULY tl@ISED PRCF690NAL ENQNOR UNDER THE LAWS OF THE STALEOF MINNESOTA DESIGNER: dMG METER ADDRESS: PHONE: (651) 490-2000 RELD WIRING DIACAAM3536 VA CENTER DR. (`) [7521 BY: JMG OLD SYSTEM ID: SEH MN ST. PAU4 MN 55110/'I_Name: �eCHECKED M. PE CBAHTB ATTR OF•F RAAf ROADDESIGN TEAM N0. BY DAME REMSIONS . 245 pate: Mav 23 2023 Lia No. 2245E 0C)UPBEA N►ILK4fIC9..L0, 1xwQHlr Dourrrr TC L RED 6-1 YEL GRN NEU 6-2 RED YEL GRN NEU P4-1 --� WLK nwr RLA ** YLA ** 3-2 GLA *" NEU ** FYLA "a SPR rr SPR NEU B-3 -F RED YEL GRN EG.G r WLK PG -4 -i NEU LL DWK PB6-3 NEU 5PR 01 & 06 EVP LICHT NEU SPR 01 & 06 EVP DETECTOR VIDEO CAMERA V-4 (06,1) (3/C 18) SPR SPR PB4-1 NEU EG.G RLA ** YLA *+ -1 GLA ** NEU ++ FYLA w SPR ++ RLA ** NEU ** -2 RLA ** GLA ** FYLA ** EQ.G r WLK P9 -i NEU �� DWK SPR NEU P54.2 DWK rr P4-2 WLK +s SPR NEU ** CONTROLLER CABINET RED 8-1 - J YEL LGRN NEU SPR SPR RLA ** NEU ** 5-2 YLA ** GLA ** FYLA ** EQ.G 8-2 1RED YEL GRN NEU SPR SPR SPR r NEU P6-1 -i . WLK DWK SPR EO.G PB6-1 NEU SPR 08,3 EVP LIGHT NEU SPR 08,3 EVP DETECTOR VIDEO CAMERA V-1 (08,3) (3/C 18) RLA YLA +* 3-1 GLA NEU ** FYLA ** SPR +* SPO NEU PG -2 --[ WLK DWK SPR ED.G WLK P6-3 C NEU DWK PBG -2 NEU SPR Oe-2 P6-1 PB6-1 08,3 EVP LIGHT 24 25 08,3 EVP ETECTOR TO EVP 26 HUB 27♦ LUMINAIRE' 22-26, 27A. 29-37, 38A, 39-42, 50A 3.6 TO HH I PG_2 O P6-3 P4-1 9 66_ 30 PB6-2 ��- ^- 24 31 # —W- --4 P6-4 —p- 01 & 06 EVP LIGHT VIDEO CAMERA e V-1 (08,3) (3/C 18) 4— VIDEO CAMERA Cl/91R1) (` w 29-37. 38A, 39-42 INTERNAL POLE COLOR CODING RED YEL 7!C`79 CRN 5 -SECTION Y YLTA INDICATION BLK GLTA 8RN SPR R RED 0 5/1:-14 BL YEL 3 & 4 -SECTION WH GRN NEU INOICA710N re—LK CLTA RDWK 4!C*14 WL WLK PEDESTRIAN L NEU INDICATION SPR 2/ELK EVP/PB/FLASHER —� NEU NDTE:REDUCED DIAMETER SIGNAL CONTROL CABLE 50A CONDUCTOR COLOR CODING 0 5!6'92 BL WH WN R/BLK 12/C'12 0/BLK BL/BLK R OR 0 WH/BLK 31C'20 WH OR YEL 1 OR eL 2-1/C R 3/C•12H 21 OLK LKC•14 CLR GPR`19 NOTE: ALL TERMINAL BLOCK CONNECTIONS. SHALL BE ARRANGED AS SPECIFIED ABOVE 50A **V O3-2 le- ## ## ® 1-2 (1-1 O P4-3 PB6-3 017P DETECTOR TDO —EVP HU8 LUMINAIRE O PB4-1 50A I I 50A 1) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN, EXCEPT WHERE DENOTED BY A (A = NEW CABLES AND CONDUCTORS TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS PART OF REVISE SIGNAL SYSTEM "E" WORK). 2) ® DENOTES NEW OR REVISED TERMINATIONS ON INPLACE CABLES. 3) ++ DENOTES REVISED TERMINATIONS/LABELING ON INPLACE CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN CONTROLLER CABINET. 4) V DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). 5) H DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED BY STATE AND INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT. 6) INPLACE CABLES 12, 20, 27, AND 38 (ALL 6 PR 181 SHALL BE REMOVED BY CONTRACTOR AND REPLACED WTH NEW 3/C 18 CABLES FOR NEW VIDEO DETECTION SYSTEM. PB4-2 P4-2 - STATE PROJECT NO. 8823-411 1 HEREBY CERRFY THAT THIS PLAN WAS PREPARED BY ME 0 REVISE SKINAL SYSTEM 'E' DRANK BY: JMG IF TI SYSTEM ID: TE UNDER MY DIRECT SUPERN90N AND THAT I AM A DULY LICENSED JMG 90-20NIIER - (651NAIS PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNE50TA WIRING DIAGRAMCHECKED DESIGNER: METER ADDRESS: -A 3535 C R. ^,RELD L52 BY: UMG OLD SYSTEM ID: ST. PAUL, MN 55110 W� Name &h. M. Q y, PE CBAH I8 AT TH 94® OFF FIAMP/CHP>FA ROADDESIGN TEAM N0. BY DATE REVISIONS SEH DoteM°Y �3 KD - Lio Na. N MONTICE LO, WRIG iT COINiY o CONTROLLER CABINE T 4-2 4-1 4-3 P4-4 ]-3 4-4 O53 V -0-S 2-3 RED __ RLTA YLTA YEL GLTA 5-1 NGRN 4_d EN 7 NEU SPA YLTA 15 16 14 6 9 7 SPR 14 GLTA SPR SPR NEU NEU SPR SPR SPR SPA SPR TPR EO.G EO -G PB4-3 04 EVP 02 & 06 EVP LIGHT 02 & 05 EVP DETECTOR REO RED If YEL 4•l LIGHT 17 IB 10 11 TO EYP HUB GRN 2_1 GRN NEW -NEU RED VIDEO VIDEO RED 2_2 d-2 8 YEL 15 YEL 04 EVP VIDEO CAMERA 3 CAMERA 4 _ GRN GRN DETECTOR CAMERA 5 NEU NEU TO EYP 19 12 13 SPR SPR SPR HUB 20 SPR SPR SPR VIDEO — EO.G EO.G CAMERA 6 LUMINAIRE 21 LUMINAIRE 4 RED RED GRN YEL 4-3 4 5 GRN 5 2 — NEU NEU YLTA WLK P4-4 HH 2 16 0wK HH 4 HH 3 y SPAA SPR HH 5 5,14-21 4,5,.8-21 NED REO RLTA 1-3 } 2-g 5 IS -21 YEL YL 7A GRN GLTA EO.G FOX 02 & 05 EVP LIGHT 17 SPR 4.5.7-21 10 NEU NEU P84-3 SPR LIGHT 02 8 05 18 N04 EU 11 EVP HH 1 1 DETECTOR SPR 7-21 90 19 04 EYP 12VIDEO DETECTOR CAMERA 3 (08) 3.6 - VIDEO - 2U CAMERA 5 B0 (04 h 071 33 VIDEO TO CAMERA 4 TO HH 16 4051 HH 101 21 VIDEO CAMERA 6 (021 INTERCONNECT TO 90 194 N. RAMP/TTH ST. 1-GPR$19 2 2-1/C•6 SIGNAL SERVICE 3-6 CONDUCTOR COLOR CODING INTERNAL POLE COLOR CODING R 5 /C•12 BL WH REO YEL 7/C•14 NEU 5 -SECTION - WH Y INDICATION LUMINAIRE o BLK 0/BLK 12/C112 YLTA BLK GLTA BfiN LUMINAIRE EU BL/BLK R OR 0 WH/BLK 3/C•20 WH OR YEL SPR R 3 1 5 i� 0 BLK OR BL RED y EL 5/C•GRN 3 & 4 -SECTION LUMINAIRE LUMINAIRE 9. �BWMLK INOICAT30N 6 2-1/C NEU 4 6 GLTA Q tD R 3/C•12 WH 2/C•]4 BLK .. CL R— OWK 4/C•lA �' WLK WH PEDESTRIAN HH 16 1 1 INPUT SIGNAL 2-1/C•6 2 2 N LK NEU INDICATION SOP 3 3-1/C!0 POWER SERVICE I SPR I[1 O 6PR•39 LHK EVP/PB/FLASHER 2/C•1 BW SERVICE s- OUTLET 70 00 TO OUTLET NOTE -ALL TERMINAL BLOCK CONNECTIONS NEU CABINET GR.RD. SERVICE 4J - SHALL BE ARRANGED AS SPECIFIED ABOVE NOTE:RE000EO DIAMETER SIGNAL CONTROL _ CABLE zSHEET N -ND DA2Y BV CID( pE4anoY --- — -- Dnwa Y: DlO4TiJSON ndlNr IlIEWRY�CFYTNAT710SYlANNASPPFFARtneYMEORUNDERAtY DNK.'I$T.RFXYtvaxATa'IHAYIANADNYIl416mPRGFBSIQYAL➢:GPlEFR vRotx�uwsorTessureu NawcsDu. ,�SY any - 7D7XeniaAvhn P-6lh.Suile3D0 _ o - _ I�,�O M�IN�pofis MN 5541fi- xe j/�/ O "V^`' M`g COI^ ,`NYCEGY' SIG'NA.LPLAN _ /'s .fir e a 29I• PJ'Ei,I1 WIRING DIAGRAM (I OF 2J -SYSTEMA' SHEET 8 OF 13 SAERTS OF l �0 I C lucttnRr o�� F 370 D7�,Cu_L!<A� CRICRAIYF _ By. ouufsrwaunxce REO NR :OS: hAi uoanm�.D Y tauuan-ra,mstwTm M lNFRASTRUGnAE� ENGINEERNG nANNM' C✓1NSIAlN:NGN C-I�2DD4A lC a55d y� +`' i j7`1.�9Y ` SHEETS Oi iF� STATE YRflJNO ±36��-1�g \iii7 1 DA*E rinom'xm OaApp-d I NOTE: EXISTING PLAN REPRESENTS THE BEST INFORMATION AVAILABLE FOR THIS SIGNAL SYSTEM, AND IS BEING PROVIDED FOR INFORMATIONAL PURPOSES ONLY. PROJECT NO. 8823-411 JMG ISTATE EXISTING SIGNAL SYSTEM 'E° DRAWN BY: SYSTEM ID: T.E. / 32 DESIGNER: JMGMETER PHONE: (651) 490-2000 "FOR INFORMATION ONLY" (FIELD WIRING DIAGRAM) ADDRESS: _ 3535 R DR. NMN CHECKED BY: JMG OLD SYSTEM ID: ST. PAUL,, 551 OAIS SEHIN CSAR 18 AT TH 94 EB OFF RAMP/CHELSEA ROAD 52 N0. BY DATE REVISIONS DESIGN TEAM MONTICELLO, WRIGHT COUNTY CONTROLLER CABINET 5-2 8-1 B-2 P6-1 PG -2 8-3 PG -3 P4-1 fi-2 6 1 V p4-2 1-2 l-1 @ P4-3 RED 6-1 RED g_} YEL 30 41 CRN NEU cRN NEUP06-2 —41111— p94-2 40 RED 6-2 YEL 32 SPR SPR 22 22 23 Y9 31 32 33 42 GRN SPR NEU P4-1 --� WLK NEU NEU RLTA 5_2 DWK YLTA SPR GLTA VIDED EO.G RECO 08 EVP P6-4 P66.3 CAMERA 7 REO Y6L B-$ GRN PB6-1 24 24 34 5 8-4 GRN NEU NEU' 01 & B6 SI & 06 EYP 43 i YLTA SPR 23 0g EVP VIDEO EYP LIGHT DETECTOR GLIA SPR 33 SPR SPR NEU DETECTOR CAMERA 1 70 EVP 26 36 37 T(MEB P NEU RED P6-1 --C W!K 'GB VIDEO 6-3 YEL DWK VIDEO S CAMERA 8 LUMINAIRE ' GRN SPR CAMERA 2 EO.G EO.G fi WLK P6-4 NEU 34 pas -I NEU 24 28 LUMINAIRE' 38 4 P84-1 J LLL DWK SPR 3 Q 39 i PB6-3 35 08 EVP LIGHT 25 1 NEU NEU SPR SPR 01 & 06 EVP LICHI 36 08 6 NEU Ems' SPR DETECTOR 01 & 06 ------- 1 tt I—� EVP DETECTOR VIDEO 27 HH r0 HH 4 HH B HH r CAMERA I 6,32-43 43 40-43 22-43 6 29-43 VIDEO 38 CAMERA 8 VIDEO 28 ' CAMERA 2 SPR SPR 39 f p84-1 NEU E6.6 RLTA R ED YEL B-3 NEU TO HH 1 1 I 1 k-1 YLTA YLTA GLTA GLIA 29 NEU SPR 1-2 RLTA YLTA 40 NEU P6-2 - [ WLK GLIA NED DWK SPR SPR ED.G SPR SPRWLK ED.G P6-3 —[ NEU 3D DWK WK 41 P4-2 "`C PBG -2 1 - DWK NEU PR NEU 42 SPR INTERNAL POLE COLOR CODING CONDUCTOR COLOR CODING ZT PB4-2 RED 0 YEL 5/C•72 BL Ki VIDEO CAMERA 7 43 T/C')4 NEU INDIC TIO INDICATION WH R K t YLTA BLK GLTA %&F= 12/C•12 BLBBLK R OR 0 ' 8RN SPR WH/BLK 3!C•2a WH OR YEL 9 to R RED TIT—BLK OR BL 5/C'14 BL YEL 3 & 4 -SECTION WH bEU INDICATION r1/c NOTE: EXISTING PLAN REPRESENTS THE BEST BLK GLTA INFORMATION AVAILABLE FOR THIS SIGNAL R 4/cna DWK PEDESTRIAN WH R 3/c•rz WLK 2/c•r4 BLR SYSTEM, AND IS BEING PROVIDED FOR i NEU INDICATION INFORMATIONAL PURPOSES ONLY. y� SPR 6PR'19 2/C•}q BLK EVP/PB/FLASHER WH TERMINAL BLOCK CONNECTIONS tttl c(j y NEU NOTE: ALL ARRANGED AS SPECIFIED ABOVE NOTE: REDUCED DIAMETER SIGNAL CONTROL SHALL BE CABLE • EET rCJ11LG1 lf� W [i No ouc ss aN: nnwev NY: D10FIh"SON INFAEHY6RNY11NT11ES fl.W WSenpMe 9Y NE P4111IDFRNY mcr>Nmvmm,umnw,.N.wnsum�nenuessstouuta+usmva mT�n��yu,/`weoEealcasusti%% 7Di Xenia Avenue Sou115 Slits 3DO .� [+ MinneapoGs,MN6MU pTr Opp o ° = J`,�EE (G,. SIC3NAI.,PLE1N 29Z FIELD WUMZr3DIAOPAM(20F2)-SYSTEMA' O7 WJB w}nuwsbere.mm Q e p Si3aGT 9 OF 18 SHEETS no CRICKART �ckd HY- om_ F F ti — CRICKART CRTC / wS .� fi' C cvv a1L's ste�ART, Ea Norn6un >e1:l+m°_rsm-%W?M C.P.20D4-mC i ' ` `' or tE'�u STATEPROIATO $fi$0-I38 (TH 94) SHEETS j as vre nnNa.••m INRtAartnlctuttE.ENGIHFFftlN91HNMe1G,C[INSiPUcnCN .cs C8ICKART a• Ilf PROJECT NO. 8823-411 JMG ISTATE EXISTING SIGNAL SYSTEM 'E° DRAWN BY: SYSTEM ID: T.E. 33 DESIGNER: JMG PHONE: (651) 490-2000 'FOR INFORMATION ONLY' (FIELD WIRING DIAGRAM) METER ADDRESS: _ R DR. 3535 NMN CHECKED BY: JMG OLD SYSTEM ID: ST. PAUL,, 551 OAIS SEHIN CSAR 16 AT TH 94 EB OFF RAMP/CHELSEA ROAD 5G NO. BY DATE REVISIONS DESIGN TEAM MONTICELLO, WRIGHT COUNTY NOTE: MOUNTING HEIGHT = APPROXIMATE HEIGHT ABOVE ADJACENT GROUND LINE. CONTRACTOR SHALL FURNISH & INSTALL NEW MAST ARM MOUNTING HARDWARE ON EACH MAST ARM (INCLUDING EXTENSION AND ASTRID BRACKET), AND COMPLETE ALL WORK REQUIRED TO MAKE EACH DETECTOR OPERATIONAL (INCLUDING ALL AIMING OF EACH VIDEO DETECTOR IN THE PRESENCE OF MnDOT TRAFFIC PERSONNEL) (MnDOT TRAFFIC PERSONNEL WILL COMPLETE ALL CABINET PROGRAMMING). O INPLACE WOOD POLE (SOP) g (MATAIN LACE) 2"TOSHHR'SER AND WEATHERHEAD INP 3-1/c 2 2" NMC ---- 1-GPR#19 L _11 2' RSC 2-3/C`12 ILUM) 10 -5 311 1 3" RSC —�, II 08,3 EVP -- 5-12/C#12 \ it @ 3-3/C#12 '4 8-2 - 1-3/C#12 SLUM) `- -- -3/C/j20 1-6 PR 19 y V-1 INPLACE = 1-6 PR 18 14' _—.�t (REMOVE) (OLD VIDEO) 11 Ag OB F & 1 2-3/ 18 11 INPLACE INSTALL VIDEO DETECTION (FURNISHED BY STATE) 11 CAMERA INSTALL INTERSECTION SIGNAL POLE (CAMERA) 6 POLE EXTENSION �I CAMERA MOUNTING NO. BY STATE) APPROACH FACING LOCATION AND ASTRID MOUNTED AT HEIGHT V-1 WE I-94 OFF RAMP POLE8 7E5 ON MAST ARM 25' V-2 NB CSAH 18 POLE 2 YES ON MAST ARM 25' V-3 EB 7TH STREET POLE 4 YES ON MAST ARM 25' V-4 SB CSAH 18 POLE 7 YES ON MAST ARM 25' NOTE: MOUNTING HEIGHT = APPROXIMATE HEIGHT ABOVE ADJACENT GROUND LINE. CONTRACTOR SHALL FURNISH & INSTALL NEW MAST ARM MOUNTING HARDWARE ON EACH MAST ARM (INCLUDING EXTENSION AND ASTRID BRACKET), AND COMPLETE ALL WORK REQUIRED TO MAKE EACH DETECTOR OPERATIONAL (INCLUDING ALL AIMING OF EACH VIDEO DETECTOR IN THE PRESENCE OF MnDOT TRAFFIC PERSONNEL) (MnDOT TRAFFIC PERSONNEL WILL COMPLETE ALL CABINET PROGRAMMING). O INPLACE WOOD POLE (SOP) g (MATAIN LACE) 2"TOSHHR'SER AND WEATHERHEAD INP 3-1/c 2 2" NMC ---- 1-GPR#19 L _11 2' RSC 2-3/C`12 ILUM) 10 -5 311 1 3" RSC —�, II 08,3 EVP -- 5-12/C#12 \ it @ 3-3/C#12 '4 8-2 - 1-3/C#12 SLUM) `- -- -3/C/j20 1-6 PR 19 y V-1 INPLACE = 1-6 PR 18 14' _—.�t (REMOVE) (OLD VIDEO) 11 Ag OB F & 1 2-3/ 18 11 CONTROLLER PHASING, PEDESTRIAN INDICATIONS AND PUSH BUTTONS 06 01 �I PB6-1 41 b tlO v kE!! 109 P6-1 fs 08 7th ST P6-2 P 03 08 PB6-2 0 07 fV P6-3 1-94 M 04 VP6-4 Ramp. 07 PB6-3 �© iA OO Ped push buttons 005 2 located as shown. rceu ,a SIGNAL SYSTEM OPERATIONS: -SIGNAL SYSTEM FLASH MODE IS ALL RED. -NORMAL OPERATION SHALL BE 8 PHASE, WITH PHASES 1, 3, 5, 7 BEING REVISED TO FLASHING YELLOW ARROW OPERATIONS (FLASH BY TIME OF DAY PROGRAMS). -VEHICLE SIGNAL PHASES 2 & 6 OPERATE it II 11 II II II 2" NMC II I-GPR#19��1 (I II 3" RSC / 7-12/C#12 2-3/C#12 2-3/C#12 (LUMI -. 2-3/C#20 . INPLACE 2-6 PR 18 (REMOVE) _ (OLD VIDEO) F & I = 2-3/c 18 (VIDEO) INPLACE 12-6 PR 18 (REMOVE) (OLD VIDEO) ;LUM) F & I = 1-3/c 18 (VIDEO) 1-3 3 --- ® 7-P A 4 J� V-3 __ q A-1 11 n 04,7 EVP INPLACE (VIDEO)' 20 1D 0 20 40 7TH STREET 12—% CD v I 11 SPEED LIMIT -3S MPH INSTALL CONTROLLER AND CABINET 12' (REMOVE) (OLD VIDEO) �I — 14—\1 3" RSC —��- 3-12/C#12 1 BY STATE) 2-3/C#12 6-1 1 1-3/C#12. (LUMI � 4 1-3/C$20 8 INPLACE) 1-6 PR 19 ., \ � CJ J 5-3 INPLACE 1-6 PR 18 (REMOVE) _ (OLD VIDEO) I� 6-1, 6-2, 6-3 O F & 1 =1-3/c 18 ( 7-1, 7-27-3 (VIDEO) 3" ASC 7 W 2 8-1, 8-2 0 i-6PR#PR#I1 9 3' RSL 1-I2/Ctt12 / CONTROLLER PHASING, PEDESTRIAN INDICATIONS AND PUSH BUTTONS 06 01 �I PB6-1 41 b tlO v kE!! 109 P6-1 fs 08 7th ST P6-2 P 03 08 PB6-2 0 07 fV P6-3 1-94 M 04 VP6-4 Ramp. 07 PB6-3 �© iA OO Ped push buttons 005 2 located as shown. rceu ,a SIGNAL SYSTEM OPERATIONS: -SIGNAL SYSTEM FLASH MODE IS ALL RED. -NORMAL OPERATION SHALL BE 8 PHASE, WITH PHASES 1, 3, 5, 7 BEING REVISED TO FLASHING YELLOW ARROW OPERATIONS (FLASH BY TIME OF DAY PROGRAMS). -VEHICLE SIGNAL PHASES 2 & 6 OPERATE it II 11 II II II 2" NMC II I-GPR#19��1 (I II 3" RSC / 7-12/C#12 2-3/C#12 2-3/C#12 (LUMI -. 2-3/C#20 . INPLACE 2-6 PR 18 (REMOVE) _ (OLD VIDEO) F & I = 2-3/c 18 (VIDEO) INPLACE 12-6 PR 18 (REMOVE) (OLD VIDEO) ;LUM) F & I = 1-3/c 18 (VIDEO) 1-3 3 --- ® 7-P A 4 J� V-3 __ q A-1 11 n 04,7 EVP IWMI INPLACE — CONTROLLER AND CABINET 20 1D 0 20 40 ALL 12' INDICATONS 7 I FYA G STATUS CD v I l �.. 2 INSTALL CONTROLLER AND CABINET scale fact (REMOVE) (OLD VIDEO) � VIDEO DETECTION CARD AND N INPLACE BY STATE) CABINET EQUIPMENT 4 H 1 a � 4 DINPLACE (MAINTAIN EQUIPMENT PAD FOUNDATION SIGNAL SERVICE CABINET (NON SSB -WITH BATTERIES) INPLACE) 3" RSC STUB OUT FROM CONTROLLER CABINET � CJ J 5-3 6-1, 6-2, 6-3 O MOINPLACE 7-1, 7-27-3 W 8-1, 8-2 0 W o_ 14' 12' 12'' iT2 16 IWMI INPLACE1-EOPR 18 (REMOVE) _ (LD VIDEO) F & I Z 1-3/c is (VIDEO) (THREADED/CAPPED FOR FUTURE USE) SERVICE CABINET TO HH 11: 2" RSC 3-1/c 2 CONTROLLER CABINET TO SERVICE CABINET: 2" RSC 2-1/c 6 1-1/c 6 INS, GR. SERVICE CABINET TO HH is 2' RSC 4-3/c 12 (LUM) CONTROLLER CABINET TO HH 1: INPLACE CONTROLLER CABINET TO HH 10: 4" RSC (MAINTAIN 4" RSC 7-12/c 12 INPLACE) 7-12/c 12 2-3/c 12 5-3/c 12 2-3/c 20 2-3/c 20 1-6 PR 19 1-6 PR 19 INPLACE 2-6 PR 18 INPLACE 2-6 PR 18 (REMOVE) _ (OLD VIDEO) (REMOVE) _ (OLD VIDEO) F& 1 = 2-3/c 18 F& I 12-3/c 18 (VIDEO) (VIDEO) INPLACE — CONTROLLER AND CABINET 20 1D 0 20 40 ALL 12' INDICATONS 7 I FYA G STATUS (SALVAGE) 1-3/C#1Z (LUMI 1-3/C#20 l �.. 2 INSTALL CONTROLLER AND CABINET scale fact (REMOVE) (OLD VIDEO) (FURNISHEDI VIDEO DETECTION CARD AND N INPLACE BY STATE) CABINET EQUIPMENT 4 H 1 3-3 4 DINPLACE (MAINTAIN EQUIPMENT PAD FOUNDATION SIGNAL SERVICE CABINET (NON SSB -WITH BATTERIES) INPLACE) 3" RSC STUB OUT FROM CONTROLLER CABINET INPLACE1-EOPR 18 (REMOVE) _ (LD VIDEO) F & I Z 1-3/c is (VIDEO) (THREADED/CAPPED FOR FUTURE USE) SERVICE CABINET TO HH 11: 2" RSC 3-1/c 2 CONTROLLER CABINET TO SERVICE CABINET: 2" RSC 2-1/c 6 1-1/c 6 INS, GR. SERVICE CABINET TO HH is 2' RSC 4-3/c 12 (LUM) CONTROLLER CABINET TO HH 1: INPLACE CONTROLLER CABINET TO HH 10: 4" RSC (MAINTAIN 4" RSC 7-12/c 12 INPLACE) 7-12/c 12 2-3/c 12 5-3/c 12 2-3/c 20 2-3/c 20 1-6 PR 19 1-6 PR 19 INPLACE 2-6 PR 18 INPLACE 2-6 PR 18 (REMOVE) _ (OLD VIDEO) (REMOVE) _ (OLD VIDEO) F& 1 = 2-3/c 18 F& I 12-3/c 18 (VIDEO) (VIDEO) k-_ 14' E 12' 1 I-94 NORTH RAMP SPEED LIMIT -30 MPH (G- 14' —� I-94 NORTH LOOP NOTES: 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) A DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3)A&A DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED BY STATE AND INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT. '. 4) SEE SHEET 35 FOR GENERAL SIGNAL SYSTEM F NOTES, CABINET NOTES, AND DETAILED POLE NOTES. SIGNAL HEAD STATUS: 1 = REMOVE IN-PLACE OVERHEAD 3 SEC110N SIGNAL AND F & I NEW OVERHEAD 4 SECTION SIGNAL ON END OF MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 3 OR 5 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). 0 = INPLACE LED (REUSE INPLACE). H = F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW LED SIGNAL HEADS 2-12/C#12 2 102 ALL 12' INDICATONS 7 I FYA G STATUS ` )�� 5 1-3/C#1Z (LUMI 1-3/C#20 l �.. 2 INPLACE 11-6 PR 18 NO. BY DATE REVISIONS - (REMOVE) (OLD VIDEO) k-_ 14' E 12' 1 I-94 NORTH RAMP SPEED LIMIT -30 MPH (G- 14' —� I-94 NORTH LOOP NOTES: 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) A DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3)A&A DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED BY STATE AND INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT. '. 4) SEE SHEET 35 FOR GENERAL SIGNAL SYSTEM F NOTES, CABINET NOTES, AND DETAILED POLE NOTES. SIGNAL HEAD STATUS: 1 = REMOVE IN-PLACE OVERHEAD 3 SEC110N SIGNAL AND F & I NEW OVERHEAD 4 SECTION SIGNAL ON END OF MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 3 OR 5 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). 0 = INPLACE LED (REUSE INPLACE). H = F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW LED SIGNAL HEADS SIGNAL HEAD # R ALL 12' INDICATONS 7 I FYA G STATUS -1 52 l �.. 2 -2 NO. BY DATE REVISIONS � 2 2-1, 2-2, 2-3 O O O INPLACE 3-1, 3-2 4 H 1 3-3 4 2 4-1, 4-2 O 5-1, 5-2 5-3 6-1, 6-2, 6-3 0 MOINPLACE 7-1, 7-27-3 8-1, 8-2 0 STATE PROJECT NO. 8823-411 DRAWN BY: �.IG DESIGNER. JMG CHECKED BY: JMC -DESIGN _TEAM SYSTEM 10: T.E METER ADDRESS: - OLD SYSTEM ID: PHONE (651) 490-2000 _ W35 VADNAIS CENTER DR. C u ST. PAUL, MN 55110 Ln I HEREOY CORIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERWDGN AND 1HATi AM A DULY UCEN6ED PROFESSIONAL ENGINEER UNDER TIE LAMS OF TIE STALE OF MINNESOi0. Q/1 m Nmna: John M. IXoy, PE Date: Mov 23 2021- u. REVISE SK94AL SYS TEM "FP INTERSECTION LAYOUT �1{ 10 AT TH 94 WB OFF RAMS/%(}( �T N WONIK;ELLO, WRIGHT COUNTY 52 NO. BY DATE REVISIONS NOTES: 1) ALL ITEMS OF THIS SIGNAL SYSTEM ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE, UNLESS OTHERWISE NOTED ON PLANS. 2) SEE SPECIAL PROVISIONS FOR STATE FURNISHED MATERIALS. 3) ALL HANDHOLES ARE PVC HANDHOLES WITH METAL FRAMES AND COVERS AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). 4) ALL PEDESTRIAN SIGNAL HEADS ARE ONE—SECTION LED "HAND/ WALKING PERSON" COUNTDOWN TIMER INDICATIONS AND ARE INPLACE (REUSE AND MAKE OPERATIONAL AS SHOWN). 5) ANY DAMAGE TO INPLACE TRAFFIC SIGNAL FACILITIES (CONDUIT, CABLES, HANDHOLES, SIGNAL POLES, ETC.), DUE TO TRAFFIC SIGNAL REVISION WORK, SHALL BE REPAIRED BY CONTRACTOR TO SATISFACTION OF ENGINEER, AT NO EXPENSE TO CITY, COUNTY, OR THE STATE. 6) CONTRACTOR SHALL MAINTAIN OPERATION OF THE SIGNAL SYSTEM AT ALL TIMES, EXCEPT AS OTHERWISE APPROVED BY ENGINEER. 7) ALL NEW VEHICULAR SIGNAL HEADS SHALL HAVE BACKGROUND SHIELDS FURNISHED & INSTALLED BY CONTRACTOR. ALL INPLACE VEHICULAR SIGNAL HEADS BEING REUSED AS PART OF THE REVISE SIGNAL SYSTEM HAVE BACKGROUND SHIELDS (REUSE & MAINTAIN INPLACE). 8) F & I = NEW, FURNISH AND INSTALL. S & I = INPLACE, SALVAGE AND INSTALL. 9) ALL NEW VEHICULAR SIGNAL HOUSINGS, BACKGROUND SHIELDS AND VISORS SHALL BE FABRICATED USING BLACK POLYCARBONATE MATERIALS. SEE SPECIAL PROVISIONS. 10) SEE SPECIAL PROVISIONS & DETAILS REGARDING NEW SIGN PANELS TO BE FURNISHED AND INSTALLED (OR REMOVED, SALVAGED, AND/ OR REINSTALLED) BY CONTRACTOR (INCLUDED AS PART OF PAY ITEM FOR ITEM NO. 2565 — REVISE SIGNAL SYSTEM F). 11) CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAKING OPERATIONAL THE STATE FURNISHED VIDEO DETECTION SYSTEM (CABINET COMPONENTS AND VIDEO DETECTOR CAMERAS) AND SHALL FURNISH AND INSTALL ALL REQUIRED MOUNTING HARDWARE. AIMING OF VIDEO CAMERAS SHALL BE DONE BY THE CONTRACTOR IN THE PRESENCE OF MnDOT TRAFFIC PERSONNEL, AND THE STATE WILL PROGRAM EACH CAMERA. ALL VIDEO DETECTION SYSTEM WORK IS INCIDENTAL TO THE REVISE SIGNAL SYSTEM "F" PAY ITEM. O(INPLACE PA90 POLE FOUNDATION MAINTAIN TYPE PA90—A-35—D40-9 (DAVIT AT 350 DEG) INPLACE) 1—ONE WAY SIGNAL—OVERHEAD AT 0' (8-2) TYPE 10A — POLE MOUNTED 180 DEG (8-1) 1—PED PUSH BUTTON AND SIGN (R10 -3b) 2—R6-1 (ONE WAY) SIGNS—POLE MOUNTED 0/180 DEG ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (08,3) EXTENDED INTO HH 10: 3" RSC 2-12/c 12 2-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 5-3, 3—SECTION) (REMOVE) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG STREET NAME SIGN PANEL—OVERHEAD AT 20' 1—VIDEO CAMERA AND MOUNTING HARDWARE—ON LUM EXTENSION LUMINAIRE-250 W HPS 1-6 PR 18 (OLD VIDEO) INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P6-1) (S & 1) F & I 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 5-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 5-2, P6-1) R9-3 (NO PED XING) SIGN—FACING POLE 3 STREET NAME SIGN PANEL—OVERHEAD (D-10) LUMINAIRE—LED (40' MOUNTING HEIGHT) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) ®INPLACEPA85 POLE FOUNDATION (MAINTAIN TYPE PA85—AHST-6/6-203—PT INPLACE) EXTENDED INTO HH 4: 3" RSC 2-12/c 12 INPLACE2—ONE WAY SIGNALS AND MOUNTS—OVERHEAD (OLD 4-3 AND (REMOVE) I 4-4, BOTH 5—SECTION) F & I 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 6' (NEW 7-1) 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT—6' (NEW 7-2) R10—X12 SIGN PANEL—ON MAST ARM POLE (NEAR TOP OF POLE) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSTION AND ASTRID BRACKET) 3/4" KBR HUB AT 4' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) INSTALL I 1—VIDEO CAMERA—MAST ARM MOUNTED AND FACING EB TRAFFIC (V-3) (04,7) (FURNISHED BY STATE) OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-50—D40-9 (DAVIT AT 350 DEG) INPLACE) 2—ONE WAY SIGNALS—OVERHEAD AT 0', 11' (6-3, 6-2) TYPE 10B — POLE MOUNTED 180 DEG (6-1, P6-4) 1—PED PUSH BUTTON AND SIGN (R10 -3b) 2—R6-1 (ONE WAY) SIGNS—POLE MOUNTED 0/180 DEG EXTENDED INTO HH 8: 3" RSC 2-12/c 12 2-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 8-5, 5—SECTION) (REMOVE)TYPE 10A BRACKETING—POLE MOUNTED 90 DEG 3—STREET NAME SIGN PANELS—OVERHEAD AT 19', 25', AND 30' 1—VIDEO CAMERA AND MOUNTING HARDWARE—ON LUM EXTENSION LUMINAIRE-250 W HPS 1-6 PR 18 (OLD VIDEO) INPLACE — ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (06,1) (S & 1) F & I 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 3-3) TYPE 10A BRACKETING—POLE MOUNTED 90 DEG (FOR 3-3) R9-3 (NO PED XING) SIGN—FACING POLE 5 STREET NAME SIGN PANEL—OVERHEAD D-16 STREET NAME SIGN PANEL—OVERHEAD D-17 STREET NAME SIGN PANEL—OVERHEAD D-18 LUMINAIRE—LED (40' MOUNTING HEIGHT) 3/4" RSC EXTENSION FOR EVP DETECTOR AND LIGHT AT 6' (FOR RAISING EVP ABOVE SIGN D-16) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRO BRACKET) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) INSTALL I 1—VIDEO CAMERA—MAST ARM MOUNTED AND FACING SB TRAFFIC (V-4) (06,1) (FURNISHED BY STATE) OINPLACE PA85 POLE FOUNDATION (MAINTAIN TYPE PA85—AHST-6/6-203—PT INPLACE) EXTENDED INTO HH 2: 3" RSC 1-12/c 12 INPLACE 2—ONE WAY SIGNALS AND MOUNTS—OVERHEAD (OLD 5-1 AND (REMOVE) 5-2, BOTH 3—SECTION) R9-3 (NO PED XING) SIGN—FACING POLE 1 F & I 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 6' (NEW 5-1) 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT—6' (NEW 5-2) R10—X12 SIGN PANEL—ON MAST ARM POLE (NEAR TOP OF POLE) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSTION AND ASTRID BRACKET) 3/4" KBR HUB AT 4' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) INSTALL I 1—VIDEO CAMERA—MAST ARM MOUNTED AND FACING NB TRAFFIC (V-2) (02,5) (FURNISHED BY STATE) OINPLACE PA90 POLE FOUNDATION (MAINTAIN TYPE PA90—A-35—D40-9 (DAVIT AT 350 DEG) INPLACE) 1—ONE WAY SIGNAL—OVERHEAD AT 0' (4-2) TYPE 10A — POLE MOUNTED 180 DEG (4-1) 2—R6-1 (ONE WAY) SIGNS—POLE MOUNTED 0/180 DEG ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (04,7) EXTENDED INTO HH 5: 3" RSC 2-12/c 12 1-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 1-2, 3—SECTION) (REMOVE)TYPE 10A BRACKETING—POLE MOUNTED 90 DEG 3—STREET NAME SIGN PANELS—OVERHEAD AT 10', 16', AND 22' 1—VIDEO CAMERA AND MOUNTING HARDWARE—ON LUM EXTENSION LUMINAIRE-250 W HPS 1-6 PR 18 (OLD VIDEO) F & 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 1-2) TYPE 10A BRACKETING—POLE MOUNTED 90 DEG (FOR 1-2) 2—R9-3 (NO PED XING) SIGNS—FACING POLES 3 AND 7 STREET NAME SIGN PANEL—OVERHEAD (D-13) STREET NAME SIGN PANEL—OVERHEAD D-14 STREET NAME SIGN PANEL—OVERHEAD D-15 LUMINAIRE—LED (40' MOUNTING HEIGHT) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 8 INPLACE PA100 POLE FOUNDATION OINPLACE (MAINTAIN TYPE PA100—A-45—D40-9 (DAVIT AT 350 DEG) INPLACE) 2—ONE WAY SIGNALS—OVERHEAD AT 0', 11' (2-3, 2-2) 35 n %G TYPE 10A — POLE MOUNTED 180 DEG (2-1) 2—R6-1 (ONE WAY) SIGNS—POLE MOUNTED 0/180 DEG NO. BY DATE REVISIONS ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (02,5) EXTENDED INTO HH 3: 3" RSC 2-12/c 12 1-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 4-5, 5—SECTION) (REMOVE) TYPE 10A BRACKETING—POLE MOUNTED 90 DEG 2—STREET NAME SIGN PANELS—OVERHEAD AT 21' AND 28' 1—VIDEO CAMERA AND MOUNTING HARDWARE—ON LUM EXTENSION LUMINAIRE-250 W HPS 1-6 PR 18 (OLD VIDEO) F & 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 7-3) TYPE 10A BRACKETING—POLE MOUNTED 90 DEG (FOR 7-3) 2—R9-3 (NO PED XING) SIGNS—FACING POLES 1 AND 5 STREET NAME SIGN PANEL—OVERHEAD (D-11) STREET NAME SIGN PANEL—OVERHEAD (D-12) LUMINAIRE—LED (40' MOUNTING HEIGHT) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 8 INPLACE PA85 POLE FOUNDATION (MAINTAIN TYPE PA85—AHST-6/6-203—PT INPLACE) 2—TYPE 30A—POLE MOUNTED 0/180 DEG (P6-2, P6-3) 35 n %G 1—PED PUSH BUTTON AND SIGN (R10 -3b) EXTENDED INTO HH 9: NO. BY DATE REVISIONS 3" RSC 2-12/c 12 1-3/c 12 INPLACEPEDESTAL FOUNDATION O (MAINTAIN ACE) 3XRSC INTO HH 6: 1-12/c 12 INPLACE 2—ONE WAY SIGNALS AND MOUNTS—OVERHEAD (OLD 8-3 AND (REMOVE) 8-4, BOTH 5—SECTION) R10-12 SIGN PANEL—POLE MOUNTED 270 DEG HAZARD MARKER AND SIGN POST—MEDIAN MOUNTED INPLACER4-7 (KEEP RIGHT) SIGN PANEL—RELOCATE TO MAST ARM (S & 1) I POLE AT 270 DEG (FACING WB TRAFFIC) F & I 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 6' (NEW 3-1) 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT—6' (NEW 3-2) R10—X12 SIGN PANEL—ON MAST ARM POLE (NEAR TOP OF POLE) MOUNTING HARDWARE FOR R4-7 SIGN PANEL MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRID BRACKET) 3/4" KBR HUB AT 4' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) INSTALL I 1—VIDEO CAMERA—MAST ARM MOUNTED AND FACING WB TRAFFIC (V-1) (08,3) (FURNISHED BY STATE) INPLACEPEDESTAL POLE AND BASE (REMOVE) TYPE 5A BRACKETING 1—ONE WAY SIGNAL (OLD 1-1, 3—SECTION) R9-3 (NO PED XING) SIGN—FACING POLE 7 HAZARD MARKER SIGN AND SIGN POST—MEDIAN MOUNTED INPLACE R4-7 (KEEP RIGHT) SIGN PANEL—RELOCATE FROM SIGN POST (S & I) I TO NEW PEDESTAL POLE (BELOW NEW R10—X12 SIGN) F & I 1 15' (MIN) PEDESTAL POLE, PEDESTAL BASE, WIND COLLAR ONE WAY SIGNAL AND STRAIGHT MOUNT (NEW 1-1) R10—X12 SIGN PANEL—BELOW SIGNAL HEAD MOUNTING HARDWARE FOR RELOCATED R4-7 SIGN PANEL STATE PROJECT NO. 8823-411 DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG K DESIGN TEAM SYSTEM ID: T.E. METER ADDRESS: OLD SYSTEM ID: / /� PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 SEH I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. „• /(// Name: John M. Gray, PE Date: May 23, 2023 Lic. No. 22457 REVISE SIGNAL SYSTEM "F" SIGNAL SYSTEM NOTES CSAH 18 AT TH 94 WB OFF RAMP/7TH STREET IN MONTICELLO, WRIGHT COUNTY 35 n %G NO. BY DATE REVISIONS I ** _ _ ** - ** . **v CONDUCTOR COLOR 1) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN, EXCEPT WHERE DENOTED BY A (A = NEW CABLES AND CONDUCTORS TO BE FURNISHED AND INSTALLED RY THE CONTRACTOR AS PART OF REVISE SIGNAL SYSTEM "F" WORK). 2) * DENOTES NEW OR REVISED TERMINATIONS ON INPLACE CABLES. 3) r+ DENOTES REVISED TERMINATIONS/LABELING ON INPLACE CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN CONTROLLER CABINET. 4) V DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). 5) 4— DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED BY STATE AND INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT. 6) INPLACE CABLES 13, 21, 27, AND 37 (ALL 6 PR 18) SHALL '.. BE REMOVED BY CONTRACTOR AND REPLACED WITH NEW 3/C 18 CABLES FOR NEW. VIDEO DETECTION SYSTEM. INTERNALPOLECOLOR CODING REO YEL 7/C• 4 CRN 5 -SECTION 7/+ YLTA INDICATION BLK GLTA RRN SPR ARED PQBL 5/C•I4GRN YEL 3 & 4 -SECTION NEU INDICATION GLIA ROWK 4/G44 WH WLK PEDESTRIAN L NEU INDICATION SPR 2/C •t4 WH EVP/PB/FLASHER J� NEU NOTE: REDUCED DIAMETER SIGNAL CONTROL CABLE SOP ** **® ® 5_2 5-1 O 4-15, 4-5, 7, 9-12, 13A, 14-15, 17-20, 21A HH 7, 9-12, 13A, 14-15, ,17-20, 21A, 91 3.6 91 3-6 LUMINAIRE Q LUMINAIRE �— INPUT 3-1/C•2 POWER SERVICE CABINET GR.RO. TO HH 12 SYSTEM C TO HH 15 CONTROLLER CABINET RLA ** YEA R 0 5!C •12 RL WH — R/ LK 5-1 12/C•12 0/8LK NEU ' BL/BLK R OR 0 * FYLA WH18LK 3/C•20 WH OR YEL I HEREBY CERREY THAT THIS Pt AN WAS PREPARED BY ME MpEVIgE UN.EAJ AM A MIDNEEOTA ULK BLK OR BL 14 36 2-1/C R 3/C•12 1 WBLK L 2/C•14 CLR 6PR•19 2 LUMINAIRE NOTE, ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE 1) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN, EXCEPT WHERE DENOTED BY A (A = NEW CABLES AND CONDUCTORS TO BE FURNISHED AND INSTALLED RY THE CONTRACTOR AS PART OF REVISE SIGNAL SYSTEM "F" WORK). 2) * DENOTES NEW OR REVISED TERMINATIONS ON INPLACE CABLES. 3) r+ DENOTES REVISED TERMINATIONS/LABELING ON INPLACE CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN CONTROLLER CABINET. 4) V DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). 5) 4— DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED BY STATE AND INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT. 6) INPLACE CABLES 13, 21, 27, AND 37 (ALL 6 PR 18) SHALL '.. BE REMOVED BY CONTRACTOR AND REPLACED WITH NEW 3/C 18 CABLES FOR NEW. VIDEO DETECTION SYSTEM. INTERNALPOLECOLOR CODING REO YEL 7/C• 4 CRN 5 -SECTION 7/+ YLTA INDICATION BLK GLTA RRN SPR ARED PQBL 5/C•I4GRN YEL 3 & 4 -SECTION NEU INDICATION GLIA ROWK 4/G44 WH WLK PEDESTRIAN L NEU INDICATION SPR 2/C •t4 WH EVP/PB/FLASHER J� NEU NOTE: REDUCED DIAMETER SIGNAL CONTROL CABLE SOP ** **® ® 5_2 5-1 O 4-15, 4-5, 7, 9-12, 13A, 14-15, 17-20, 21A HH 7, 9-12, 13A, 14-15, ,17-20, 21A, 91 3.6 91 3-6 LUMINAIRE Q LUMINAIRE �— INPUT 3-1/C•2 POWER SERVICE CABINET GR.RO. TO HH 12 SYSTEM C TO HH 15 CONTROLLER CABINET RLA ** YEA — * GLA 5-1 STATE PROJECT NO. — NEU I-6PR•19 * FYLA I HEREBY CERREY THAT THIS Pt AN WAS PREPARED BY ME MpEVIgE UN.EAJ AM A MIDNEEOTA * SPR SUM SYSTEM 14 36 * ALA +* NEU NEUYLA EM ID: T.E LUMINAIRE 5-2 2 LUMINAIRE +* GLA Q METER ADDRESS: MET — +* FYLA 2 / SERVICE EO.G TO OUTLET SERVICE OLD SYSTEM ID: RED YEL 2_1 CAN NEU RED 2_2 YEL GRN NEU SPR SPR SPR EO,G ** RLA ** YEL ** GLA 7-3 ** NEU ** FYLA ** SPR SPA NEU REDJf g_I YEL CAN EO.G 02 & 05 EYP LIGHT NEU SPR 02 & 05 EVP DETECTOR VIDEO CAMERA V-2 (02,5) (3/C 18) •+ ALA YEA »» GLA7-1 NEU r FYLA SPR SPR NEU SPR SPR SPR EO.G ** ALA x* YEA •r GLA 7-2 xs NEU xs FYLA *r SPR SPR NEU SPR SPR SPR EO.G RED YEL4-] CAN NEU SPR SPR ** ALA ** NEU ** YLA-2 ** GLA * FYLA EO.G RED YEL 4-2 CAN NEU SPR SPR SPR NEU SPR SPR SPR EO.G 04,7 EVP LIGHT NEU SPR 04,7 EVP DETECTOR VIDEO CAMERA V-3 (04,7) (3/C 18) INTERCONNECT TO _ STATE PROJECT NO. 91 CSAH TS AT CSAH 39 DRAWN JMG I-6PR•19 I HEREBY CERREY THAT THIS Pt AN WAS PREPARED BY ME MpEVIgE UN.EAJ AM A MIDNEEOTA 'SIGNAL SUM SYSTEM •P 36 SERVICE EM ID: T.E LUMINAIRE �Q 2 LUMINAIRE DESIGNER: Q METER ADDRESS: MET SIGNAL2-]/CG 2 2 / SERVICE OUTLET 170 TO OUTLET SERVICE •+ ALA YEA »» GLA7-1 NEU r FYLA SPR SPR NEU SPR SPR SPR EO.G ** ALA x* YEA •r GLA 7-2 xs NEU xs FYLA *r SPR SPR NEU SPR SPR SPR EO.G RED YEL4-] CAN NEU SPR SPR ** ALA ** NEU ** YLA-2 ** GLA * FYLA EO.G RED YEL 4-2 CAN NEU SPR SPR SPR NEU SPR SPR SPR EO.G 04,7 EVP LIGHT NEU SPR 04,7 EVP DETECTOR VIDEO CAMERA V-3 (04,7) (3/C 18) STATE PROJECT NO. 8823-411 DRAWN JMG I HEREBY CERREY THAT THIS Pt AN WAS PREPARED BY ME MpEVIgE UN.EAJ AM A MIDNEEOTA SUM SYSTEM •P 36 JMG JMG EM ID: T.E SMLY PRCFE59ON& ENGINEER UNDER RIE "MICF VE OF IN HELD WIRING DIAGRAM DESIGNER: METER ADDRESS: MET /� VA0A15 CENTER OR. 3535 N / CHECKED BY: JAG OLD SYSTEM ID: S EH ST. PAU4 MN 55110 NA Y� ,*1 Na.. John M. G , PE CBAH 18 AT TH 94 WB OFF RAMP/771H BIR�P DESIGN TEAM N0. BY DATE REVISIONS Dote: Mov 23 202x- U. N. 22457 N KIOPIIK�.LO, V/fYC'�if COIMIY CONTROLLER CABINET RED 6-1 YEL GRN NEU 6-2 RED YEL 32 GRN NEU P6-4 -WLK E DWK SPR EO.G ALA +« YLA xa 3-3 GLA +* NEU ++ FYLA ++ SPR *x - 33 SPR NEU 6-3 RED YEL GRN EO.G P86-3NEU 34 SPR 01 & 06 EVP LIGHT 35 NEU 01 & 06 EVP DETECTOR VIDEO CAMERA V-4 (06,1) (3/C 18) ALA «« GLA «+ -1 GLA as NEU «+ FYLA «+ SPR ** SPR NEI) SPR SPR SPR EO.G INTERCONNECT TO 1 94 S. RAMP/ CHELSEA RD. 1-6PR•19 DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG RED &-1 YEL GRN NEU SPR SPR ALA s« NEU «+ 5-3' YLA as GLA *+ FYLA «+ EO.G RED 8-2 YEL CAN NEU SPR SPR SPR NEU P6-1 --[ WLK DWK SPR EO.G P86-1 NEU SPR 08,3 EVP LIGHT NEU SPR 08,3 EYP DETECTOR VIDEO V-1 ALA ++ YEA ** 3-t GLA *+ NEU ** FYLA xx SPR *« SPR NEU PG -2 -f WLK DWK SPO EO.G RLA «« YLA »» 3-2 GLA +* NEU «« FYLA «« SPR «« SPR NEU P6-3 --1 WLK DWK SPR EO.G PB6-2 NEU SPR REVISIONS 22-26, ## ® ## PG -I P®�3 O 3 P6-4 5-2�6-I `' f 3�-a P86 -I 58,3 EVP P0 P86-3 OR & 066-2 EVP LIGHT WH 30LK__ LIGHT 12/C•120/6LK BLJ6LK R OR 0 ---- 24 25 30 3-0 35 HLR- 2-I/C f 08,3 EVP 01 & 06 EVP 2/BLK C•14 CLR DETECTOR DETECTOR TO EVP 26 TO EVP 36 NUB VIDEO CAMERA Hub 37- V-4 (06,1) (3/C 18) 4— LUMINAIRE Q3 1 LUMINAIRE VIDEO CAMERA 6 Q 4 27♦ V-1 (08,3) (3/C 18) 28-30, 6, 27A, 28-30, 39, 90 32-36, 37�. 39, 90 6, 32-36, 37I.. 39, 90 SYSTEM ID: METER ADDRESS: OLD SYSTEM ID: 3, 6 TO HH 1 INTERNAL POLE COLOR CODING RED YEL TIC -14 CAN S -SECTION Y NEU YLTA INDICATION RLN GLTA 8RN SPR R RED 5/ 0L•14 BL YEL 3 & -0-SECTION WNNEU INOICA710k BLK GLTA R OWK 4/C-14 WH WLK PEDESTRIAN NEU INDICATION SPR 2/C•14 WLK EVP/P8/FLASHER NEU NOTE: REDUCED DIAMETER SIGNAL CONTROL CABLE T.E. CONDUCTOR COLOR CODING REVISE SIGNAL SYSTEM 'F R 0 5/C•12 Bl WH WH 30LK__ 12/C•120/6LK BLJ6LK R OR 0 WH/BLK 3/P 20 WH OR YEL ELK OR BE HLR- 2-I/C f R 3/C•12 WLK 2/BLK C•14 CLR 6PR•19 NOTE: ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE PHONE (651) 490-2000--.,,.....�.,.. ....".w ....,... . .,. . ,. . ., m...-,.. — 3535 VAONAIS CENTER DR. �^ SEH ST. PAUL MN 55110 Na J h M. Q, PE Dd.: - � 2023 � U.. No. _22457 90 TO INP HH AT BRIDGE 1) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN, EXCEPT WHERE DENOTED BY (A = NEW CABLES AND CONDUCTORS TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS PART OF REVISE SIGNAL SYSTEM "F" WORK). 2) 0 DENOTES NEW OR REVISED TERMINATIONS ON INPLACE CABLES. 3) a» DENOTES REVISED TERMINATIONS/LABELING ON INPLACE CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN CONTROLLER CABINET. 4) . DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). 5) +— DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED BY STATE AND INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT. 6) INPLACE CABLES 13, 21, 27, AND 37 (ALL 6 PR 18) SHALL BE REMOVED BY CONTRACTOR AND REPLACED WITH NEW 3/C 18 CABLES FOR NEW VIDEO DETEC11ON SYSTEM. STATE PROJECT N0. 8823-411 REVISE SIGNAL SYSTEM 'F FIELD WIRING DIAGRAM CSAH 10 AT TH 94 WB OFF RAMPM BTRE£T N KIE1K1fICA I n W W[�4f CL] 52 9 5-2 5-1 CONTROLLER CABINET (1 ]-2 4-1 v 4-2 4.3 4O q_q 2-2 z-1 4'S z 3 ALTA RED YLTA YEL GLTA 5-1 GAN NEN 4-3 NEU ALTA YLTA 7 YLTA 5-2 14 PRA 7 18 14 15 S 10 7 NEUA NEU SPR SPR SPR SPR SPR SPR ED.G FOX VIDEO 02 & 05 02 & 05 EVP VIDEO CAMERA 2 RED 04 EVP 04 EVP LIGHT DETECTOR CAMERA 4 EYP LIGHT DETECTOR VIDEO CAN 4-4 B 1l 12 TO EVP CAMERA 2 NEU 19 20 1 HUB g YLTA HUB 16 VIDEO 15 GLTA VIDEO LUMINAIRE CAMERA 3 LNMINAIRE RED SPR NEU CAMERA 4 q YEL P_1 SPR 5 13 GRNSPR SPR 21 - - RED 2-2 EO.G 9 YEL GRN NEU VIDEO 16 SPR CAMERA 4 SPR SPR EO.G 5 4 HH 2 RED RED - 4-1 YEL CYELAN 4.5.9-21 GRN NEU 4-5 NEU SPR YLTA 10 GLTA IT SPA Spit PR 4.S.7-21 RED RL TA RED 8_] YLTA 1-2 YEL GLTA 7-21 91 EO G EO.G 02 & 05 EVP LIGHT RED 11 NEU YEL 4-2 SPR CRN 3, b 02 & 05 NEU SPR 91 I2 EVP IB SPR DETECTOR SPR NEU TO TO HH 12 HH75 13 VIDEO SPR CAMERA 3 SPR SYSTEM C ED.c NOTE: EXISTING PLAN REPRESENTS THE BEST 04 EVP LIGHT INFORMATION AVAILABLE FOR THIS SIGNAL INTERCONNECT TO NEU SYSTEM, AND IS BEING PROVIDED FOR 3-6 91 1-6PR� 9 AT CSAH 39 SPR 04 INFORMATIONAL PURPOSES ONLY. 20 EVP DETECTOR 21 VIDEO CAMERA 4 ? 2-1lC"6 SERVICE �I ti Vt CONDUCTOR COLOR CODING INTERNAL POLE COLOR CODING 0 h to R 5/C•12 R WH R/ LK RED ILLYEL 7/C•14 NEU 5 -SEC TIO Y YLTA -INDICATION LUMINAIRE LUMINAIRE t2/C•12 0/BLK BLK CLIA CIS 8L/BLK R R 0 WH/f1L 3/C"2O WH OR YEL BRN SPR R YEL 3 5 J� 2 BLK OR BL IILK/WIl5/C"14 0 BL GRN 3 & 4 -SECTION WH INDICATION LUMINAIRE LUMINAIRE 2 1/C NEU BLK GLTA 2 4 G 4 I �jj Q V R 3/C"12 riH 2/C•14 BLK '[3L CLR R Owx q/Cr14 WLK PEDESTRIAN WH NEU, ]NDICATION HH 11 1 1 1 INPUT SIGNAL 2 2 E I 's N L SOP 3-1/C•Z POWER SERVICE Oi C5 N GPR"I9 SPR BLK 2/C•lA-_ SERVICE "'i—c OUTLET 7D 10 TO OUTLET N(1TE:ALL TERMINAL BLOCK CONNECTIONS NEU/PB/FLASHER CABINET GR.RD. SERVICE I SHALL BE ARRANGED AS SPECIFIED ABOVE NOTE: REDUCED DIAMETER SIGNAL CONTROL g— CABLE SKEET cm 2 �= N t1„ rro na*c ar •cvuro:U D]OHNSON UD"CrsurcavmoNum.xa �nr.�oucru�ap�r•a.suu++Ua 701 Xenia Avenue S -NL SUNG 306 D JOHNS• uNuxnmursaFn¢svaenrwasmu. Minneapol%MN 55416 SB "^ "� •com ,,.r b• - - o M' - i MME:a, J } < SIGNALPLAN 294 FIELD waMr,DIAGRAM (IOF2)-SYSTEM'B' OF SKEFT 11 OF 13 SHEETS aI C RICKART it / ►1 a 378 w �aY CRICK T � 1msn�mo•�1wss+^� nvn C.P. 2004 DIC s °~ f `u STATE PROD NO 868D-138 (TH 94) sxESTs °j or •SIS d �° ed� DAM- 3 wmrsmuCn� ,FNGINEMNS IRNN HG+ CMCH=nw .. O � C RICKART eco I STATE PROJECT NO. 8823-411 JMG // EXISTING SIGNAL SYSTEM 'F- DRAWN BY: SYSTEM ID: T.E. a JMG DESIGNER: JMG METER ADDRESS: //_ O5 : (651) 490-2000 'FOR INFORMATION ONLY' (FIELD WIRING DIAGRAM) CHECKED BY: JMG OLD SYSTEM ID: 3P.5 NAIS CENTER EH ST. PAUL, MN 55110 DR. �r� AT TH OFF RAMP/7TH STAGE �/] N0. BY DATE REVISIONS DESIGN TEAM IN MONTICELLO, WFUGHT COUNTY L 9 CONTROLLER CABINETS -3 8-1 8-2 P6-1 P6-2 8-3 e-4 P6-3 PG -4 6-2 6-1 fl 8-5 6 3 1-1 iJ RED VIDEO 31 YEL 8-1 t0U1 CAMERA 8 NEU $PR28 32 33 39 SPR 22 22 23 29 RED YEL 'PR NEU 8-I CRN 5_3 RLTA YLTA NEU GLIA 6-2� 32 EOG 08 EVP PBG -I VIDEO P88�2 CAMERA 8 pS6.3 g1 & 06 EYP LIGHT ON RED LIGHT P11-4WLK YEL 8-2CNN 24 25 3d 35 DWKNEU SPR SPR 08 EVP VIDEO 31 06 01 & 06 EVP DETECTOR VIDEO CAMERA 6 ED.- SPR 23 DETECTOR CAMERA 1 TO 36 RED YEL NERU P6-1 —[ WLK TO EVP 26 HUB 27 LBVP 37 GRN 8-5 NEU - DWK PR LUMINAIRE VIDEO CAMERA 7 YLTA EO.0 GLTA SPR 33 P66-1 38 LUMINAIRE NEU RED NEU SPR 24 6 6-3 '— YEL GRN 08 EVP LIGHT 25 EO.0 NEU SPR P96-3 NEUEVP 34 08 26 �. SPR DETECTORHH 9 Fµ{ 8 HH 7 HH 6 01 & 06 EVP LIGHT 35 HH 10 HE SPR VIDEO 276,32-39.90 22-39 90 6 28-39 90 39 90 39 01 & 06 36 CAMERA l EVP DETECTOR RED 90 VIDEO 37 GRN B-3 CAMERA 6 NEU YLTA GLTA SPR 28 TO TO INP HH - NEU HH 1 AT BRIDGE VIDEO .38 2 { WLK DWK CAMERA 7 SPA . EO.G r RED J YEL 1-1 RED YEL 4 GRN IL GRN 8 NEU NEU YLTA SPR SPR 39 GLIA 29 SPR NEU Nom, P6-3 WLR f SPR DWK I SPR SPR SPR FOG EO.0 INTERCONNECT TO P8NEU 30 INTERNAL POLE COLOR CODING CONDUCTOR COLOR CODING b d 194 S. RAMP/ CHELSEA RD. 1-6PR119 90 SPR RED YEL n0 RI R 51012 BL r f f MT/C'14 GRN 5 -SECTION WHNEU R K WH Cj Y YLTA INDICA710M 0/BLK qy GLTA l2/0'12 BL/BLK R OR 0 5 SPR R REbBLK WH/ LK 31C120 WH OR YEL OR L 5lc•14 eL 3 & 4 -SECTION NOTE: EXISTING PLAN REPRESENTS THE BEST CYEL WH NEU INDICATION z-1lc INFORMATION AVAILABLE FOR THIS SIGNAL 4 BILK GLTA R OWK 4,c-14 BL WLK PEDESTRIAN R 3/c•12 IK BL 2/c 114 aR SYSTEM, AND IS BEING PROVIDED FOR INFORMATIONAL PURPOSES ONLY. WH NEU SPR INDICATION 6PR119BLIK - ; (Z' 21C•I4 NNEUlPB1FLA5HER NOTE: ALL TERMINAL BLOCK BE ARRANGED AS CONNECTIONS SPECIFIED ABOVE r ,;• NOTE: REDUCED DIAMETER SIGNAL CONTROL SHALL � CABLE SB= 1U N1 am n cmc 1vN50N1 wv = INPAFBY fiRf6YnurtNLt MAN WASn�A[FABYNEOAIIN.Fll11T M AM.- NTY ap g ,\SME Spj' SIGNAL PLAN 295 Ilks NSONd1FLTGIMAMNWANDTUTlA1dAOW'JFHSFn1Y0F Rw ummM:eurrsoPrnssweorNwrA �/�/-Q70l7nlaAvewesowh,sut.7 Ai.+ MI IsN6'�5598 0o F�LDWIRINGDTAGRAM(20F2}SYSTEM'B' Slurs of d1 // r /� �� il, /1 J :b _ �e,, ! SHEET 12 OF 13 378 'hy CR1CKAk1' CHARLES ,ee 6A=:aeima lro ramaua c. Si ' or 101 $TATE PROD NO 8680-138 (TH 94) cF1AF.Ts ice. Fes.. A � 3y c RI,7,ART . , �, �a Na: xraasrRuO r , 1 axEauKc l n�u0m c�ccyls ucr n+ C.P.2004-01c , . , o a . . STATE PROJECT NO. 8823-411 JMG // EXISTING SIGNAL SYSTEM "F" DRAWN BY: SYSTEM ID: T.E. 39 DESIGNER: JMG METER ADDRESS: //_ P. 'FOR INFORMATION ONLY' (FIELD WIRING DIAGRAM) CHECKED BY: JMG OLD SYSTEM ID: 355 VADNAIS) EH ST. PAUL, MN C490-2000 ENTER DR. 55110 CSAR 18 AT TH 94 WEI OFF RAMP/77H STREET 5" NO. BY DATE REVISIONS DESIGN TEAM IN MONTICELLO, WFUGHT COUNTY L NOTE: MOUNTING HEIGHT = APPROXIMATE HEIGHT ABOVE ADJACENT GROUND LINE. FOR BASE BID - REUSE AND MAINTAIN ALL VIDEO DETECTOR CAMERAS AND LUMINAIRE EXTENSION MOUNTING HARDWARE AND COMPLETE ALL WORK REQUIRED TO MAKE EACH DETECTOR OPERATIONAL (INCLUDING ALL RE -AIMING OF EACH VIDEO DETECTOR AND ANDY REVISED CABINET PROGRAMMING TO ACCOMMODATE FLASHING YELLOW ARROW OPERATIONS IN THE PRESENCE OF COUNTY TRAFFIC PERSONNEL (INCIDENTAL). FOR ADD -ALTERNATE BID - CONTRACTOR SHALL REMOVE EXISTING VIDEO VEHICULAR DETECTION SYSTEM (CAMERAS, LUMINAIRE MOUNTING HARDWARE, AND CABINET EQUIPMENT): SHALL FURNISH AND INSTALL FOUR NEW VIDEO DETECTOR CAMERAS, MAST ARM EXTENSIONS AND MOUNTING HARDWARE, AND VIDEO COMPONENTS IN CONTROLLER CABINET; AND SHALL COMPLETE ALL WORK REQUIRED TO MAKE THE COMPLETE NEW VIDEO DETECTION SYSTEM OPERATIONAL (INCLUDING ALL AIMING OF EACH VIDEO DETECTOR AND ALL CABINET PROGRAMMING IN THE PRESENCE OF COUNTY TRAFFIC PERSONNEL). THIS WORK WILL BE MEASURED AND PAID FOR SEPARATELY FROM THE REVISE SIGNAL SYSTEM "G" PAY ITEM (SEE STATEMENT OF ESTIMATED QUANTITIES AND SPECIAL PROVISIONS). O INPLACE T WOOD POLE (SOP) B (MAINTAI 70 2- RSC AND WEATHERHEAD I 3 -1/c 2 CSAH INDICATIONS AND PUSH BUTTONS CSAH 39 P66 -10i 06 01 2 iQ O PB2-2 P6-1 P2-2 08 CSAH 75 P` 03 INPLACE= 1-VIDEO)PR 1(A( A) OLD (REMOVE) F & I I 1-3/CA)8 (VIDEO) t4' 12' —31, INPLACEAPS PUSH BUTTON STATION (MAINTAIN 1 -PED PUSH BUTTON AND SIGN (R10 -3b) INPLACE) EXTENDED INTO HH 1: 1" RSC 1-2/c 14 INPLACE = 2 6 PR IS (OL) (REMOVE) F & = 2 (3A A) 8 (VIDEO) INP: "RSC 542/C•12 2-3/C•12 2-3/C•12 (LI 2-3/c 20 2-6 PR#18 O OB ` 12 O f� 6 INP: 2' RSC 2-3/'•12 (LUM) A" OS3 INPA'R56 3-12/C•12 S-s1C-12-- 1-3/C•12 (LUM) L-6PR'is- = 1-2/C•14 10 1-2/C^14 INPLACE 1-6 PR 18 (OLD INPA'RSE-- (REMOVE) = VIDEO) (A—A) 3-12/'•12 5-32/•12 F & I 1-3/C 18 (VIDEO) 1-3/'•l2 (LUM) I (A -A) I-6PR•18 1-3/'•20 I-6PR•19 INPLACE 1-6 PR 18 (OLD (REMOVE) = VIDEO) (A -A) F & I = 1-3/C 18 (VIDEO) (A -A) INPLACE APS PUSH BUTTON STATION (MAINTAIN1-PED PUSH BUTTON AND SIGN (R10 -3b) INPLACE) EXTENDED INTO HH 9: 1" RSC 1-2/c 14 SIGNAL SYSTEM OPERATIONS: 07 a -SIGNAL SYSTEM FLASH MODE IS ALL RED. 04 -V P6-2 P4-1 P2-1 -NORMAL OPERATION SHALL BE B PHASE, P4-4WITH PHASES 1, 3, 5, 7 BEING REVISED off PB4-2 PB4-3 70 FLASHING YELLOW ARROW OPERATIONS P136-2 P184-1 >P4-3 PB2-1 ® (FLASH BY TIME OF DAY PROGRAMS). © P4-2 I 1 p Ped push buttans QS 05 02 -VEHICLE SIGNAL PHASES 2 & 6 OPERATE located as shown. c9eu 1q ON RECALL. INPLACE — CONTROLLER AND CABINET INPLACE EQUIPMENT PAD FOUNDATION (SALVAGE) (MAINTAIN SIGNAL SERVICE CABINET (NON SSB -WITH BATTERIES) 20 10 0 20 40 INPLACE) 3" RSC STUB OUT FROM CONTROLLER CABINET INSTALL — CONTROLLER AND CABINET (THREADED/CAPPED FOR FUTURE USE) step tem (FURNISHED SERVICE CABINET TO HH 12; BY COUNTY) 2" RSC I � 2E�a 8-2E 3 & 8 EVP •gWON ON INP. 3' RSC - 1-12/C•12 3-3/C•12 F. AA N ti a INPLACE VIDEO DETECTION/ADD ALTERNATE SYSTEM 3-/c 2 CAMERA INTERSEC71ON SIGNAL POLE (CAMERA) 6' POLE ON EXTENAND CAMERA MOUNTING N0. APPROACH 2. ASTRO MOUNTED AT HEIGHT INPLACE FACING LOCATION BRACKET 1. . 2"1 6 V-1 WE CSAH 75 POLE 1 YES ON MAST ARM 25' V-2 NB CSAH 18 POLE 2 YES ON MAST ARM 25' V-3 EB CSAH 75 POLE 4 YES ON MAST ARM 25' V-4 SB CSAH 39 POLE 6 YES ON MAST ARM 25' NOTE: MOUNTING HEIGHT = APPROXIMATE HEIGHT ABOVE ADJACENT GROUND LINE. FOR BASE BID - REUSE AND MAINTAIN ALL VIDEO DETECTOR CAMERAS AND LUMINAIRE EXTENSION MOUNTING HARDWARE AND COMPLETE ALL WORK REQUIRED TO MAKE EACH DETECTOR OPERATIONAL (INCLUDING ALL RE -AIMING OF EACH VIDEO DETECTOR AND ANDY REVISED CABINET PROGRAMMING TO ACCOMMODATE FLASHING YELLOW ARROW OPERATIONS IN THE PRESENCE OF COUNTY TRAFFIC PERSONNEL (INCIDENTAL). FOR ADD -ALTERNATE BID - CONTRACTOR SHALL REMOVE EXISTING VIDEO VEHICULAR DETECTION SYSTEM (CAMERAS, LUMINAIRE MOUNTING HARDWARE, AND CABINET EQUIPMENT): SHALL FURNISH AND INSTALL FOUR NEW VIDEO DETECTOR CAMERAS, MAST ARM EXTENSIONS AND MOUNTING HARDWARE, AND VIDEO COMPONENTS IN CONTROLLER CABINET; AND SHALL COMPLETE ALL WORK REQUIRED TO MAKE THE COMPLETE NEW VIDEO DETECTION SYSTEM OPERATIONAL (INCLUDING ALL AIMING OF EACH VIDEO DETECTOR AND ALL CABINET PROGRAMMING IN THE PRESENCE OF COUNTY TRAFFIC PERSONNEL). THIS WORK WILL BE MEASURED AND PAID FOR SEPARATELY FROM THE REVISE SIGNAL SYSTEM "G" PAY ITEM (SEE STATEMENT OF ESTIMATED QUANTITIES AND SPECIAL PROVISIONS). O INPLACE T WOOD POLE (SOP) B (MAINTAI 70 2- RSC AND WEATHERHEAD I 3 -1/c 2 CSAH INDICATIONS AND PUSH BUTTONS CSAH 39 P66 -10i 06 01 2 iQ O PB2-2 P6-1 P2-2 08 CSAH 75 P` 03 INPLACE= 1-VIDEO)PR 1(A( A) OLD (REMOVE) F & I I 1-3/CA)8 (VIDEO) t4' 12' —31, INPLACEAPS PUSH BUTTON STATION (MAINTAIN 1 -PED PUSH BUTTON AND SIGN (R10 -3b) INPLACE) EXTENDED INTO HH 1: 1" RSC 1-2/c 14 INPLACE = 2 6 PR IS (OL) (REMOVE) F & = 2 (3A A) 8 (VIDEO) INP: "RSC 542/C•12 2-3/C•12 2-3/C•12 (LI 2-3/c 20 2-6 PR#18 O OB ` 12 O f� 6 INP: 2' RSC 2-3/'•12 (LUM) A" OS3 INPA'R56 3-12/C•12 S-s1C-12-- 1-3/C•12 (LUM) L-6PR'is- = 1-2/C•14 10 1-2/C^14 INPLACE 1-6 PR 18 (OLD INPA'RSE-- (REMOVE) = VIDEO) (A—A) 3-12/'•12 5-32/•12 F & I 1-3/C 18 (VIDEO) 1-3/'•l2 (LUM) I (A -A) I-6PR•18 1-3/'•20 I-6PR•19 INPLACE 1-6 PR 18 (OLD (REMOVE) = VIDEO) (A -A) F & I = 1-3/C 18 (VIDEO) (A -A) INPLACE APS PUSH BUTTON STATION (MAINTAIN1-PED PUSH BUTTON AND SIGN (R10 -3b) INPLACE) EXTENDED INTO HH 9: 1" RSC 1-2/c 14 SIGNAL SYSTEM OPERATIONS: 07 a -SIGNAL SYSTEM FLASH MODE IS ALL RED. 04 -V P6-2 P4-1 P2-1 -NORMAL OPERATION SHALL BE B PHASE, P4-4WITH PHASES 1, 3, 5, 7 BEING REVISED off PB4-2 PB4-3 70 FLASHING YELLOW ARROW OPERATIONS P136-2 P184-1 >P4-3 PB2-1 ® (FLASH BY TIME OF DAY PROGRAMS). © P4-2 I 1 p Ped push buttans QS 05 02 -VEHICLE SIGNAL PHASES 2 & 6 OPERATE located as shown. c9eu 1q ON RECALL. INPLACE — CONTROLLER AND CABINET INPLACE EQUIPMENT PAD FOUNDATION (SALVAGE) (MAINTAIN SIGNAL SERVICE CABINET (NON SSB -WITH BATTERIES) 20 10 0 20 40 INPLACE) 3" RSC STUB OUT FROM CONTROLLER CABINET INSTALL — CONTROLLER AND CABINET (THREADED/CAPPED FOR FUTURE USE) step tem (FURNISHED SERVICE CABINET TO HH 12; BY COUNTY) 2" RSC I � 2E�a 8-2E 3 & 8 EVP •gWON ON INP. 3' RSC - 1-12/C•12 3-3/C•12 F. AA N ti a 3 INP, 1-6 PR 19 ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM G) 4' RSC \ 2 12/C'12 INPLACE — VIDEO DETECTION CARD AND CABINET EQUIPMENT \ 1-3/C`12 (LEAD (REMOVE) \ 1-3/CRO INPLACE 1-6 PR 18 (OLD F & VIDEO DETECTION CARD AND CABINET EQUIPMENT \ ' 1-6 PR#18 (REMOVE) = VIDEO) (A -A) Z \ F & I 11-3/C 18 (VIDEO) 0 A a. PHASE 4 & T EVP w .AA V-3 A N £ a Q 6 2 6 3 O 4 t2 ..i I INP, 4' RSC 2-12/C•12 E-- 12 CSAH 75 1-3/C•12 1`3/C92 au D. SPEED LIMIT -55 MPH 1-3/G 2D 13' -6 PR#18 5 INPLACE= 1-VIDEO)18 (LD OVE) (REM 4-2 I2 I_ 9a 6�4NPI N RSC _ 2-12/'92 FF PLACE = 1 VDD R 18 (AW O1-3/C•12 EMOVE) A i-3/'•12 (LUM) & 1 1_3/0 18 (VIDEO) -T 1-3/C#20 I (A -A) -6 PR#18 NOTES: 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) A DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3)A�,& DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED, INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT (ADD -ALTERNATE BID). 4) SEE SHEET 41 FOR GENERAL SIGNAL SYSTEM G NOTES, CABINET NOTES, AND DETAILED POLE NOTES. SIGNAL HEAD STATUS: 1 = REMOVE IN-PLACE OVERHEAD 3 SECTION SIGNAL AND F & I NEW OVERHEAD 4 -SECTION SIGNAL ON END OF MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 3 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). 3 = FURNISH AND INSTALL NEW 4 -SECTION SIGNAL AND OVERHEAD MOUNTING HARDWARE. 0 = INPLACE LED (REUSE INPLACE). 4® = F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW LED SIGNAL HEADS SIGNAL HEAD # 3-/c 2 ALL 12' INDICATIONS Y FYA G STATUS 1-1 4-4— 4— 2 CONTROLLER CABINET TO SERVICE CABINET: 2. 2-1, 2-2, 2-3 O RSC SC RS INPLACE A 3-1 4- 4- 1. . 2"1 6 4- 4- 2 4-1, 4-2 O 1-1/c 6 INS. GR. INPLACE 5-1 4- H 3 SERVICE CABINET TO HH 1: 4- #— 2 5-3 H 2" RSC 6-1, 6-2, 6-3 ADD ALTERNATE BID ITEM O O INPLACE 7-1 4-3/c 12 (LUM) 1 (VIDEO DETECTOR SYSTEM G) 4-4- 4- 2 8-1, 8-2 CONTROLLER CABINET TO HH 1: INPLACE 2-6 PR 19 (OLD 4" RSC (REMOVE) = INP: 5-12/c 5-12/c 12 F & I 2-3/C 18 (VIDEO) 12 Z (A -A) A '•12 -12/ 1-2/c 14 2-12/ 2-3/C•12 2- 20 2-3/C•12 IWMI 2-66 PR 18 (VIDEO) ADD ALTERNATE BID ITEM 2-3/C•20 CONTROLLER CABINET TO HH 11: (VIDEO DETECTOR SYSTEM G) 2-6 PR#18 2 FIR 1(A 4" RSC 12 INPLACE 2-6 PR 19 (OLD = VIDEO) (A -A) INPLACE (REMOVE) = V7 LD) (A) 4-3/cc 12 (REMOVE) 1-3/C 18 (VIDEO) 1-2/c 14 F& 1 2-3/C 18 (VIDEO) F& 2-6 PR 18 (VIDEO) 3 INP, 1-6 PR 19 ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM G) 4' RSC \ 2 12/C'12 INPLACE — VIDEO DETECTION CARD AND CABINET EQUIPMENT \ 1-3/C`12 (LEAD (REMOVE) \ 1-3/CRO INPLACE 1-6 PR 18 (OLD F & VIDEO DETECTION CARD AND CABINET EQUIPMENT \ ' 1-6 PR#18 (REMOVE) = VIDEO) (A -A) Z \ F & I 11-3/C 18 (VIDEO) 0 A a. PHASE 4 & T EVP w .AA V-3 A N £ a Q 6 2 6 3 O 4 t2 ..i I INP, 4' RSC 2-12/C•12 E-- 12 CSAH 75 1-3/C•12 1`3/C92 au D. SPEED LIMIT -55 MPH 1-3/G 2D 13' -6 PR#18 5 INPLACE= 1-VIDEO)18 (LD OVE) (REM 4-2 I2 I_ 9a 6�4NPI N RSC _ 2-12/'92 FF PLACE = 1 VDD R 18 (AW O1-3/C•12 EMOVE) A i-3/'•12 (LUM) & 1 1_3/0 18 (VIDEO) -T 1-3/C#20 I (A -A) -6 PR#18 NOTES: 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) A DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3)A�,& DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED, INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT (ADD -ALTERNATE BID). 4) SEE SHEET 41 FOR GENERAL SIGNAL SYSTEM G NOTES, CABINET NOTES, AND DETAILED POLE NOTES. SIGNAL HEAD STATUS: 1 = REMOVE IN-PLACE OVERHEAD 3 SECTION SIGNAL AND F & I NEW OVERHEAD 4 -SECTION SIGNAL ON END OF MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 3 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). 3 = FURNISH AND INSTALL NEW 4 -SECTION SIGNAL AND OVERHEAD MOUNTING HARDWARE. 0 = INPLACE LED (REUSE INPLACE). 4® = F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW LED SIGNAL HEADS SIGNAL HEAD # R ALL 12' INDICATIONS Y FYA G STATUS 1-1 4-4— 4— 2 A 1-2 NO. BV DATE REMSIONS HH 4—. 2. 2-1, 2-2, 2-3 O 0 0 INPLACE A 3-1 4- 4- 1. . 3-2 4- 4- 2 4-1, 4-2 O O O INPLACE 5-1 4- H 3 5-2 4- #— 2 5-3 H 2 6-1, 6-2, 6-3 O O O INPLACE 7-1 4- H 1 7-2 4-4- 4- 2 8-1, 8-2 0 0 O INPLACE STATE PROJECT NO. 8823-411 DRAM BY: JMG JMG CHECKED BY; JMG DESIGN TEAM SYSTEM 10: TE METER ADDRESS: DID SYSTEM ID: I PHONE (651) 490-2000 SL PAU4 MN 55110 SEH I HEREBY CERDFY THAT THIS PLV- WAS PREPARED BY NE OR UNBER MY DIRECT SIIPERN90N PND 1HAT1 AM A BULY UCFNSEDPgCFESSIM& ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTADESIGNER- �/� //' �(L_ Noms dchn M. [,1uy, PE O•t� May 2a ses3 Liw No. _22A5.� HIEVISE 5INVAL STSIEM -U'[752 (�E i'Ei�N LAiY��3535 C@,AI{ 75 (EAST' BFiOADWA1) AT CSAH 18 /CSAH 39 N MOWICELLO, WWII CMK Y NO. BV DATE REMSIONS NOTES: 1) ALL ITEMS OF THIS SIGNAL SYSTEM ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE, UNLESS OTHERWISE NOTED ON PLANS. 2) SEE SPECIAL PROVISIONS FOR COUNTY FURNISHED MATERIALS. 3) ALL HANDHOLES ARE PVC HANDHOLES WITH METAL FRAMES AND COVERS AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). 4) ALL PEDESTRIAN SIGNAL HEADS ARE ONE -SECTION LED "HAND/ WALKING PERSON" INDICATIONS (CDT ON POLES 1 AND 6) AND ARE INPLACE (REUSE AND MAKE OPERATIONAL AS SHOWN). 5) ANY DAMAGE TO INPLACE TRAFFIC SIGNAL FACILITIES (CONDUIT, CABLES, HANDHOLES, SIGNAL POLES, ETC.), DUE TO TRAFFIC SIGNAL REVISION WORK, SHALL BE REPAIRED BY CONTRACTOR TO SATISFACTION OF ENGINEER, AT NO EXPENSE TO CITY OR COUNTY. 6) CONTRACTOR SHALL MAINTAIN OPERATION OF THE SIGNAL SYSTEM AT ALL TIMES, EXCEPT AS OTHERWISE APPROVED BY ENGINEER. 7) ALL NEW VEHICULAR SIGNAL HEADS SHALL HAVE BACKGROUND SHIELDS FURNISHED & INSTALLED BY CONTRACTOR. ALL INPLACE VEHICULAR SIGNAL HEADS BEING REUSED AS PART OF THE REVISE SIGNAL SYSTEM HAVE BACKGROUND SHIELDS (REUSE & MAINTAIN INPLACE). 8) F & I = NEW, FURNISH AND INSTALL. S & I = INPLACE, SALVAGE AND INSTALL. 9) ALL NEW VEHICULAR SIGNAL HOUSINGS, BACKGROUND SHIELDS AND VISORS SHALL BE FABRICATED USING BLACK POLYCARBONATE MATERIALS. SEE SPECIAL PROVISIONS. 10) SEE SPECIAL PROVISIONS & DETAILS REGARDING NEW SIGN PANELS TO BE FURNISHED AND INSTALLED (OR REMOVED, SALVAGED, AND/ OR REINSTALLED) BY CONTRACTOR (INCLUDED AS PART OF PAY ITEM FOR ITEM NO. 2565 - REVISE SIGNAL SYSTEM G). 11) BASE BID - CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL INPLACE VIDEO DETECTOR CAMERAS AND CABINET EQUIPMENT, AND FOR COORDINATING WITH THE COUNTY REGARDING CONTRACTOR REAIMING AND REPROGRAMMING OF THE COMPLETE VIDEO DETECTOR SYSTEM TO ACCOMMODATE FLASHING YELLOW ARROW OPERATIONS (INCIDENTAL). ADD ALTERNATE BID - CONTRACTOR IS RESPONSIBLE FOR REMOVING THE EXISTING VIDEO DETECTOR SYSTEM (ALL CAMERAS AND CABINET EQUIPMENT), AND FOR FURNISHING, INSTALLING AND MAKING OPERATIONAL A NEW 4 CAMERA VIDEO DETECTION SYSTEM (CABINET COMPONENTS AND VIDEO DETECTOR CAMERAS), ALONG WITH ALL REQUIRED MAST ARM EXTENSIONS AND MOUNTING HARDWARE, AIMING AND PROGRAMMING OF THE NEW VIDEO DETECTION SYSTEM (EXISTING VIDEO CABLES FROM CABINET TO EACH INPLACE CAMERA SHALL BE REMOVED AND REPLACED WITH NEW VIDEO CABLES AT LOCATIONS NOTED IN THE PLANS). ALL ADD -ALTERNATE VIDEO DETECTION SYSTEM WORK WILL BE MEASURED AND PAID FOR SEPARATELY UNDER ITEM NO. 2565 (VIDEO DETECTOR SYSTEM G). (A -A) DENOTES CABLE REMOVAL AND INSTALLATION WORK TO BE COMPLETED BY CONTRACTOR IF ADD -ALTERNATE BID IS ACCEPTED. O(INPLACE PA100 POLE FOUNDATION MAINTAIN TYPE PA100-A-45-D40-9 (DAVIT AT 350 DEG) INPLACE) 1 -ONE WAY SIGNAL -OVERHEAD AT 11' (8-2) TYPE 10A - POLE MOUNTED 180 DEG (8-1) 2-R6-1 (ONE WAY) SIGNS -POLE MOUNTED 0/180 DEG R9-3 (NO PED XING) SIGN -FACING POLE 3 1 -VIDEO DETECTOR CAMERA -LUMINAIRE EXTENSION MOUNTED (FACING WB TRAFFIC) (V-1) (08,3) ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (08,3) EXTENDED INTO HH 11: 3" RSC 2-12/c 12 1-3/c 12 1-3/c 20 1-6 PR 18 (VIDEO) 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL -OVERHEAD AT 0' (OLD 3-1, 3 -SECTION) (REMOVE) ONE WAY SIGNAL -POLE MOUNTED 90 DEG (OLD 5-2, 3 -SECTION) TYPE 10B BRACKETING -POLE MOUNTED 90 DEG 3 -STREET NAME SIGN PANELS -OVERHEAD AT 15', 20', AND 27' LUMINAIRE-250 W HPS INPLACE - 1 -SET CD PED INDICATIONS -POLE MOUNTED 90 DEG (P6-1) (S & 1) F & I 1 -ONE WAY SIGNAL AND MOUNT -OVERHEAD AT 0' (NEW 3-1) 1 -ONE WAY SIGNAL -POLE MOUNTED 90 DEG (NEW 5-3) TYPE 10B BRACKETING -POLE MOUNTED 90 DEG (FOR 5-3, P6-1) R10 -X12 SIGN PANEL -ADJACENT TO 3-1 STREET NAME SIGN PANEL -OVERHEAD (D-19) STREET NAME SIGN PANEL -OVERHEAD (D-20) STREET NAME SIGN PANEL -OVERHEAD (D-21) LUMINAIRE-LED (40' MOUNTING HEIGHT) ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM O INPLACE 1-VIDE0 CAMERA AND MOUNTING HARDWARE -ON LUM EXTENSION (REMOVE) = 1-6 PR 18 (OLD VIDEO) F & I 1 -VIDEO CAMERA -MAST ARM MOUNTED AT 8' AND FACING WB TRAFFIC (V-1) (08,3) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRID BRACKET) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) OINPLACE PEDESTAL FOUNDATION (MAINTAINT EXTENDED INTO HH 7: INPLACE) 13" RSC 1-12/c 12 1-3/c 12 INPLACE PEDESTAL POLE AND BASE (REMOVE)TYPE 5E BRACKETING 1 -ONE WAY SIGNAL (OLD 1-1, 3 -SECTION) HAZARD MARKER AND SIGN POST -MEDIAN MOUNTED (IN FRONT OF PEDESTAL POLE) INPLACE t 2 -SETS PED INDICATIONS -POLE MOUNTED (P4-2, P4-3) (S & 1) 1 -PED PUSH BUTTON R4-7 (KEEP RIGHT) SIGN PANEL -RELOCATE FROM INPLACE SIGN POST IN FRONT OF PEDESTAL POLE, TO PEDESTAL POLE (BELOW NEW R10 -X12 SIGN PANEL) F & 1 15' (MIN) PEDESTAL POLE, PEDESTAL BASE, WIND COLLAR ONE WAY SIGNAL AND STRAIGHT MOUNT (NEW 1-1) 2 -ONE WAY STRAIGHT MOUNTS (FOR P4-2, P4-3) 1 -PED PUSH BUTTON INSTRUCTION SIGN (R10 -3e) R10 -X12 SIGN PANEL -BELOW SIGNAL HEAD MOUNTING HARDWARE FOR RELOCATED R4-7 SIGN PANEL INPLACEPEDESTAL FOUNDATION (REMOVE) PEDESTAL POLE AND BASE I TYPE 5A BRACKETING EXTENDED INTO HH 2: 3" RSC F & I PA85 POLE FOUNDATION TYPE PA85-A-10 1 -ONE WAY SIGNAL AND MOUNT -OVERHEAD AT 0' (NEW 5-1) 1 -ONE WAY ANGLE MOUNT -POLE MOUNTED 90 DEG (FOR 5-2) R10 -X12 SIGN PANEL -OVERHEAD (ADJACENT TO 5-1) EXTEND INTO HH 2: 3" CONDUIT INPLACE 1 -ONE WAY SIGNAL -POLE MOUNTED 90 DEG (5-2) (S & 1) 1-12/c 12 (SALVAGE BACK TO HH 2 AND REINSTALL TO NEW POLE 2 FOUNDATION) F & I I REMOVE AND REPLACE 4" CONCRETE MEDIAN WHERE EXISTING FOUNDATION IS REMOVED, NEW FOUNDATION IS INSTALLED, AND FOR CONDUIT FROM NEW FOUNDATION TO HH 2 (INCIDENTAL). ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM G) F & I I 1-VIDE0 CAMERA -MAST ARM MOUNTED AT 6' AND FACING NB TRAFFIC (V-2) (02,5) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRO BRACKET) 1-3/C 18 (VIDEO) ®INPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100-A-40-D40-9 (DAVIT AT 350 DEG) INPLACE) 1 -ONE WAY SIGNAL -OVERHEAD AT 11' (4-2) TYPE 10B - POLE MOUNTED 180 DEG (4-1, P4-2) 2 -PED PUSH BUTTONS AND SIGNS (R10 -4b) 2-R6-1 (ONE WAY) SIGNS -POLE MOUNTED 0/180 DEG 1 -VIDEO DETECTOR CAMERA -LUMINAIRE EXTENSION MOUNTED (FACING WB TRAFFIC) (V-3) (04,7) ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (04,7) EXTENDED INTO HH 11: 3" RSC 2-12/c 12 3-3/c 12 1-3/c 20 1-6 PR 18 (VIDEO) 1-3/c 12 (LUM) INPLACEONE WAY SIGNAL -OVERHEAD AT 0' (OLD 7-1. 3 -SECTION) (REMOVE) ONE WAY SIGNAL -POLE MOUNTED 90 DEG (OLD 1-2, 3 -SECTION) TYPE 10B BRACKETING -POLE MOUNTED 90 DEG 3 -STREET NAME SIGN PANELS -OVERHEAD AT 14', 20', AND 26' LUMINAIRE-250 W HPS INPLACE - 1 -SET PED INDICATIONS -POLE MOUNTED 90 DEG (P2-1) (S&1) F & I 1 -ONE WAY SIGNAL AND MOUNT -OVERHEAD AT 0' (NEW 7-1) 1 -ONE WAY SIGNAL -POLE MOUNTED 90 DEG (NEW 1-2) TYPE 10B BRACKETING -POLE MOUNTED 90 DEG (FOR 1-2, P2-1) R10 -X12 SIGN PANEL -ADJACENT TO 7-1 STREET NAME SIGN PANEL -OVERHEAD (D-24) STREET NAME SIGN PANEL -OVERHEAD (D-25) STREET NAME SIGN PANEL -OVERHEAD (D-26) LUMINAIRE-LED (40' MOUNTING HEIGHT) ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM G) INPLACE 1 -VIDEO CAMERA AND MOUNTING HARDWARE -ON LUM EXTENSION (REMOVE) = 1-6 PR 18 (OLD VIDEO) F & I 1 -VIDEO CAMERA -MAST ARM MOUNTED AT 8' AND FACING EB TRAFFIC (V-3) (04,7) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRID BRACKET) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) OINPLACE PA100 POLE FOUNDATION 3 (MAINTAIN TYPE PA100-A-45-D40-9 (DAVIT AT 350 DEG) INPLACE) 2 -ONE WAY SIGNALS -OVERHEAD AT 0', 11' (2-3, 2-2) TYPE 10B - POLE MOUNTED 180 DEG (2-1, P2-2) 1 -PED PUSH BUTTON AND SIGN (R10 -4b) 2-R6-1 (ONE WAY) SIGNS -POLE MOUNTED 0/180 DEG R9-3 (NO PED XING) SIGN -FACING POLE 1 D9-2MBL (HOSPITAL) SIGN -OVERHEAD AT 1' 1 -VIDEO DETECTOR CAMERA -LUMINAIRE EXTENSION MOUNTED (FACING WB TRAFFIC) (V-2) (02,5) ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (02,5) EXTENDED INTO HH 3: 3" RSC 2-12/c 12 1-3/c 12 1-3/c 20 1-6 PR 18 (VIDEO) 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL -POLE MOUNTED 90 DEG (OLD 7-2, 3 -SECTION) (REMOVE) T TYPE 10A BRACKETING -POLE MOUNTED 90 DEG 1I 2 -STREET NAME SIGN PANELS -OVERHEAD AT 18', 25' LUMINAIRE-250 W HPS F & I i 1 -ONE WAY SIGNAL -POLE MOUNTED 90 DEG (NEW 7-2) TYPE 10A BRACKETING -POLE MOUNTED 90 DEG (FOR 7-2) STREET NAME SIGN PANEL -OVERHEAD (D-22) STREET NAME SIGN PANEL -OVERHEAD (D-23) LUMINAIRE-LED (40' MOUNTING HEIGHT) ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM INPLACE - 1 -VIDEO CAMERA AND MOUNTING HARDWARE -ON LUM EXTENSION (REMOVE) F & I -CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) OINPLACE PA100 POLE FOUNDATION 6 (MAINTAIN TYPE PA100-A-45-D40-9 (DAVIT AT 350 DEG) INPLACE) 2 -ONE WAY SIGNALS -OVERHEAD AT 0', 11' (6-3, 6-2) TYPE 10B - POLE MOUNTED 180 DEG (6-1, P6-2) 1 -PED PUSH BUTTON, SIGN (R10 -4b) AND POLE ADAPTOR 2-R6-1 (ONE WAY) SIGNS -POLE MOUNTED 0/180 DEG 1 -VIDEO DETECTOR CAMERA -LUMINAIRE EXTENSION MOUNTED (FACING WB TRAFFIC) (V-4) (06,1) ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (06,1) EXTENDED INTO HH 9: 3" RSC 2-12/c 12 2-3/c 12 1-3/c 20 1-6 PR 18 (VIDEO) 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL -POLE MOUNTED 90 DEG (OLD 3-2, 3 -SECTION) (REMOVE) T TYPE 10B BRACKETING -POLE MOUNTED 90 DEG 1 2 -STREET NAME SIGN PANELS -OVERHEAD AT 18', 25' LUMINAIRE-250 W HPS INPLACE - 1 -SET CD PED INDICATIONS -POLE MOUNTED 90 DEG (P4-1) (S & 1) F & I i 1 -ONE WAY SIGNAL -POLE MOUNTED 90 DEG (NEW 3-2) TYPE 10B BRACKETING -POLE MOUNTED 90 DEG (FOR 3-2, P4-1) STREET NAME SIGN PANEL -OVERHEAD (D-27) STREET NAME SIGN PANEL -OVERHEAD (D-28) LUMINAIRE-LED (40' MOUNTING HEIGHT) ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM G) INPLACE1-VIDEO CAMERA AND MOUNTING HARDWARE -ON LUM EXTENSION (REMOVE) = 1-6 PR 18 (OLD VIDEO) F & I 1 -VIDEO CAMERA -MAST ARM MOUNTED AT 8' AND FACING SB TRAFFIC (V-4) (06,1) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRID BRACKET) CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) f STATE PROJECT NO. 8823-411 / I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR REVISE SIGNAL SYSTEM "G° DRAWN BY: JMG SYSTEM ID: T.E. / UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED DESIGNER: JMG /� PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNAL SYSTEM NOTES METER ADDRESS: 3535 VADNAIS CENTER DR. „• Y52 CHECKED BY: JMG OLD SYSTEM ID: ST. PAUL, MN 55110 /(// Name: John M. Gray, PE CSAH 75 (EAST BROADWAY) AT CSAH 18 / CSAH 39 K DESIGN TEAM NO. BY DATE REVISIONS SEH Date: May 23, 2023 Uc. No. 22457 IN MONTICELLO, WRIGHT COUNTY ®** ** V** ®** ** P4-4.1_2 �4-2� Qj 14-1 5-3 P82-2 /2-2\/z-1\ 3� �z-3\ 7-2 Pz-2 5 2,5-1 2\ CONTROLLER CABINET i -O /_ /, O� /, /_ / S**** _ \ _ / \ _ 1 RLA 1 5-3 \8-2% \ / \8-t� 3-i P6-] P4-1 \6-2� \6-l� \ 6 / \6-3� 3-2 P6-2 P4-3 P4-2 1-1 \ 5 / r2___ _ —21 r2___ _ r____„ YLA r REO____, I -2- -- _ a YEL_____ -- -I r _ -21 r2--- - r---- GLA 5-1 B -2-I 1 _ - -2- 2--- --I'll GRN__j______--_NEU I2 L ** FYLA - NEU-_---11 -- --y _-`�- 2---� 1 2- J 13 14 L -� _J B B L __ _ 7 7 L _SPR SPR____J 27 I __ _J -__Jma--1'- - RLA RLA *s- _�_ ___- J21 22,x- ♦ _�27 28�j-0 z�33 __ _ --L sr r 1 L �-_J L -J L _J L_ _ _J L----** NEU j NEU r+____J 1 J -` -J L --_J I- _ J L _xx YLA 5-2 5-3 YLA**- J 1 - -� L-- -H _ _ -4 _ - "s GLA GLA i --I FYLA FYLA - P2-1 P82-1 PB4-3 02 & 05 02 & 05 EVP REO RED---- 1 03 & 0B 03 & 0B EVP 01 & 06 EVP LIGHT DETECTOR r YEL r YEL ----, 1 EVP LIGHT DETECTOfl PB4-] PB4-2 --2-- ---- --2-- - -'-_� r-__-- F2-1 &-]-I ____ 1 _ _ -__R EVP LIGHT S 16 1_ .�__2—a 0 It HTO EVP � I-----NEU I I NEU---- � 1 _-`, 123 24 ITO EVP` ---_3_0 __J I___ _REO 2-2 P6-1 V'ILK _____I 1 -�-J _T HUB _`� I --2 J L_�_ __2_J L_2__ __ HUB , J__ 04 & 07 04 & 07 EVP VIDEO LUMINAIRE B L-----YEL DWK -----1 22 1 VIDEO EVP LIGHT DETECTOR _I 01 & 06 EVP VIDEO _ _ ` CAMERA V-2 ----GRN *« ---- r I CAMERA V -t - 1 17 18 TO EVP - - - - -1 4 - - - - „ NEU RLA - - - - J 1 _ _ _ _ VIDEO CAMERA DETECTOR r___ - L___- CAMERA V-4 --�-J - -----1 1"- /2\ SP } NEU J 1 V-1 (08)3) -7 6- 31 r---- T NUB-` 2-_ L____ PB2-2 ____ , 1_ ____` ___-_ 12 _2____ I-____ 3-1 YLA ** I VIDEO _ _F_ SPR GLA+*--_--_� 1 - - - -- 25 (3/C 78 �_BUBT 321 ---- F____SPR __ _____t- CAMERA V-3 - J-----EO.G FYLA ++ ____� I ____J 25� LUMINAIRE L____ -I - __ RED EQ -G J (A -A) L____ -_-_-_-_I 19 19� VIDEO CAMERA REMOVE (A -A) r----YEL 03 & 08 EVP LIGHT - - - -- 23 1 .� 2-�6 _P- 9FEE V-3 (04.7) r-_-- 2-3 NEU -"'J-_ 1 REMOVE (A -A) LUMINAIRE /4\ -- J --__ J '(A -A) (3/C 18) ~ VIDEO CAMERA I - - -- NEU SPR ----J I 3 - - -- -_2_ VIDEO CAMERA V-2 (02,5)12A WLK P2-2 2 2-- 32♦ J A -A L---- 03 &EVP -----L 4 1 L- /1\ V-4 (18) REMOVE (A -q) LUMINAIRE (3/C 18) = DWI( 2---- (A -A) L - - - - ** FLA DETECTOR - - - - J 1 (3/C 18) _ _ _ _ _ _ _ 1 32 (REMOVE, A -A) ¢ L "' - ** NEU REMOVE A -A - - _ _ 3ZA (F & I, A -A) 51_2__ /, � ¢ < Lxx YLA 7-2 ( ) - _, I L--2---31 ¢ ----- xs GLA VIDEO - - - - -L 25 1 HH 11 HH J,O HH 9 HH$ HH 7 ~----«« CAMERA -- - -- 21-25,27- f - _1 f -- f- 41 �____ FYLA 34, I I 12, 19 (REMOVE, A -A) L EQ.G V-1 (08,3)--__ J 36, 91 1 16,27- 34 16 27-341 1 33-34 1 1 33-34 1 1 HH 6 HH§ HH 4 HHJ 19A F & 1, A -A HH .: "' 02 & 05 EVP LIGHT f- "1 f___ 1 ("__ ( ) - 1 w, 10 r--- NEU 1 I 91 31Jfi'91 �1 15, 13 15, 15, 13-191 15�� 1 4-5, 8-19 1 1 gm T= - __SPR -13 Q a s 1 1 1 1- ll r -V2&05 I ¢_ 1____r <¢ I -__-r QQ 1___-• '-f I--_-+ PED PB STA I__ _r N, T___ -DETECTOR �+� 3,6 ¢_¢ PEO PB STA f 1 P86-1 LL PB6-2 1 4-5, 7-19 r _ _ _ _ REMOVE (A -A) r RED _ _ _ _, 1 o 36 12 r____VIDE0 6-1-I YEL____ I �1 wv i RH L ' -T_ _ _ _ - CAMERA I CRN _ _ _ _ _I I n TO TO m m m m 1 35 I _ V-2 (02,5) NEU i I n HH 1 N HH IDI 3-6 1 1 7-19, L - - - - 6-2 -i YEL - - - - J 27 1 , n M SEE INTERCONNECT RED �- I N N 1 r____.YEL - GAN____ _. 1 ¢ r__ 4_2 NEU____J 1 __-_____- 1 ¢¢ r ___- P6-2 -I WLK - - - - J f__'_'__---"- -__- 1__ _.E �. GRN i { 1 LUMINAIRE LUMINAIRE 1 - -- -NEU - DWK___-J 1 1 SOP I 1 1 ¢ L____ WLK P4-4 SPR____ 1 \ L__-_ 5J 1 3.6 �i Y I_3 DWH RLA EO.G-___` I L____ �3� 1 �" L_ -_- rr NEU r RED-___, ; L____ YEL_____ 1 `fum 1 + LUMINAIRE - LUMINAIRE , m L---- x« YLA 1-2 6-3-i GRN - - - - -I I 14._ _6�____ HH011 r' F____„FYLA GLA NEU -J _ ,t2 I /2\ -----I L____/4\ -� `____EQ.G P6-2� Jf1 I N N DWK 28 1 1 1 ____ I r____RED -I RLA INPUT S I 1 1 1 1 }J/HS POWER SERVNCE F i -----GRN I 41 3-2 YLA s*----� +-------------- NOTES: -T= -. 2-I/c 6 -- I-- 1 f-----NEU - GLA *s'---� 1 ALL CABLES &CONDUCTORS FROM CABINETS TO EACH POLE I = SERVICE OUTLET _ _ _ _ 170 1 iq L _ _ _ _ SPR FYLA **---- ) BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND -- 1 GRAD. CABINET SERVICE I � _ _ _ _ s: EQ.G ** RLA ----J RLA - r--'- rs PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED 1- _________________ _ 1 L___-«« SPR----- YLA AND MAINTAINED INPLACE AS SHOWN, EXCEPT WHERE DENOTED NEU 29 r ----+s L---- sx YLA �7-1 NEU- - - - -I- I-----.+* CLU 1-1 ABy ND (S =NEW CABLES AND CONDUCTORS T F FURNISHED F----» PB4-1----J -"' FYLA AND INSTALLED BY THE CONTRACTOR AS PART OF REVISE REMOVE A -A F----xx GLA-__-_++ ( ) -----H FYLA et & 06 EVP LIGHT ----- (----_ SIGNAL SYSTEM "G" WORK) - CONDUCTOR COLOR CODING __--___i `---'EQ,G NEU----x,30 33 �__--WLK R R .- VIDEO F19 WLK SPR ----J L----DWK-P4-2 2) *DENOTES NEW OR REVISED TERMINATIONS ON INPLACE CAMERA----- 15 r - - -- 1 NEU 0 3/C•12 H J T----DWK -I- P2-1 01& 06----- L----WLK P4-3 CABLES. BL 5/C•12 WN 0 2 V-3 (04,7)____J ----SPR EVP -----L 31 1-----OWK -I 3) ** DENOTES REVISED TERMINA110N5/LABELING ON INPLACE PBz-1 DETECTOR H ----SPR CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN R/ K 6PR•19 0 16 r - - - - - - EO.G CONTROLLER CABINET. 0/BLK T----NEu REMOVE (A -A). --1 12/C•12 8L/BLK R OR 0 - PE 3 - - - -I 34 - - - - SPR 4) V DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND H/BLK 3/C•20 WH OR YEL BLK 04 & 0T EVP LIGHT VIDEO -----r 32 J-----NEU INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT BLK OR BL 2/C•14 C R 17 r - - NEU CAMERA ----- L-----PB4-2 H' —� T-- J (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). -----SPR V-4 (06,1)____J INTERCONNECT TO 04 & 07 91 -_ _ _ _ _ 194 N. RAMP/ 5) DENOTES NEW VIDEO DETECTOR CAMERA TO BE 2-1/C Le r _ _ _ _ EVp 7TH ST. FURNISHED, INSTALLED AND MADE OPERATIONAL BY THE ,- - DETECTOR PB6-1 1-GPR•19 CONTRACTOR AS PART OF THIS PROJECT (ADD -ALTERNATE) - NOTE: ALL TERMINAL BLOCK CONNECTIONS 2 r- SIGNAL 6 6) IF ADD -ALTERNATE BID IS ACCEPTED, CONTRACTOR SHALL SHALL BE ARRANGED AS SPECIFIED ABOVE 1� �/C 6_ SERVICE 'PB6-2 REMOVE AND DISPOSE OF INPLACE CABLES 12, 19, 25, 32 VIDEO CAMERA :::('(JA 2� VIDEO CAMERA 25♦ (ALL 6 PR 18); AND SHALL REPLACE THESE CABLES WITH V-2 (02,5)RV-1 (AMER NEW 3/C 18 CABLES FOR NEW VIDEO DETECTION SYSTEM. (3/C 18) -A)(3/C 18) (A -A) (A -A) DENOTES RELATED TO ADD -ALTERNATE BID ITEM. VIDEO CAMERA 9A VIDEO CAMERA 32A V-3 (04,7) V-4 (06,1) (A_A) STATE PROJECT N0. 8823-417 (3/C 18) A -A) (3/C 18) I I HEREBY CEATFY T1AT THIS PUN WAS PREPARED BY ME OR REVISE SIGNAL SYSTEM •G• 4Z DRAWN BY: JMG SYSTEM ID: T.E. l UNOFR MY DIRECT SUPERNSION PRD THAT I AM A DULY UCENM DESIGNER: JMG METER ADDRESS: �_ PHONE (651J 490-2000 PROFE590NAL ENGINEER UNDER THE UWS OF THE STALE 6 MINNESOTA RELD WIFUNG DIACRIAM 3535 VADNAIS CENTER DR. ^ 52 CHECKED BY: JMG OLD SYSTEM ID: c �J ST. PAUL, MN 55110 /1�1 Nome: Ja M. ( K PE CBAH 75 MAT BROADWAY) AT CBAH 10 I CBAH 39 DESIGN TEAM N0. BY DATE REMSIONS [.n Date: May 23 2023 4.- _Tc No. _224 7 N MOMIKNMLCI, WRKIIif COUNTY r• \1-2% \4-2,1 \ Q / \4-1% \T-1, ---2 1 r2--- EYP LIGHT DETECTOR 10 Ef=== _=_=_=�_ L4�---- - - J_L LUMINAIRE 1 5.13-20 15.13 1 5l�� 1 -----4 L-�7-- _z->__J Fo ----� 25 VIDEO - - - - 2Q, ----1 1 I P4-4 P84-3 --2-115 16_J --2-- --2-J L-2-- 04 & OT 04 & OT EVP EVP LIGHT DETECTOR PB4-1 01 & 06 EYP LIGHT L4 F-TQ[vPug la --2_11T ----J T H-14 VIDEO VIDEO CAMERA 4 CAMERA 5 4.5. 7-20 01 & 06 EYP VIDEO ----� 19 20 r---- TO PB 35 TO €,VPI 21 r____ ----J L ---- LUMINAIRE 5 L-2-- /31 L -2---- r X�3,1 "I_21 ---2 1 r2--- EYP LIGHT DETECTOR 10 ]I TTO EVP --2-� - - - J .qL---- -Z"1--rR. LUMINAIRE 1 5.13-20 15.13 1 5l�� 1 -----4 L--zL- ---- Fo 02 & 85 02 & 05 EVP EYP LIGHT DETECTOR 10 ]I TTO EVP --2-� - - - J _F HUS -2 VIDEO CAMERA 3 LUMINAIRE 1 5.13-20 15.13 1 5l�� 1 h12 L-2---- ---- Fo ----� 25 VIDEO - - - - 2Q, �5-1� 7 i CONDUCTOR COLOR CODING R 3/C'12 WH 51C•12 BLI BLK H H R/BLK 6PR'19 12/C•12 0/BLK BL/BLK R R WH/ LK 3/C'20 WH OR YEL 2/C,14 BLK LK 0 L CLR LK/ H 2-1/C NOTE:ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE 3` 4 LF1 3 DETECTOR JHH 2 - -11X .6 1 I ---HH ---HH I I 1 I r- --I -- 1 I 1 5.13-20 15.13 1 5l�� 1 4 5.8-20 CAMERA 2 ----1 Fo ----� 25 VIDEO - - - - 2Q, ----1 1 I 1 1 I I 1 I I I 1----j ' I----' 1----' -----4 --2-_, 011473-000 PB4-1 01 & 06 EYP LIGHT PO4-2 PED PB STA --2-�29 30 - -_---- 34 ASSHOWN NP __2_J L PB6-1 . 4.5. 7-20 01 & 06 EYP VIDEO MJ EE TO PB 35 TO €,VPI 21 r____ - H.1 1 I I 35 HUB t---- 3 61 I 721 -_____________ _____________I I 1 I____J / 1 LUMINAIRE LUMINAIRE 1 I SOP I ____ _____ 3.6 L �3\ /4� co -1 - - -- 1 I LUMINAIRE LUMINAIRE I Z 0 ft TO HH 11 12 1 /2\ -----J L---- �4\ I I I 1 J r___ SIGNAL 1 2 1 I _INPUT 1/S5- POWER SERVICE 2-1/C•6 T- I -- - -� SERVICE 1 SERVICEOUTLET 1 GRAD. CABINET I ------------------------ SERVICE 1 CONDUCTOR COLOR CODING R 3/C'12 WH 51C•12 BLI BLK H H R/BLK 6PR'19 12/C•12 0/BLK BL/BLK R R WH/ LK 3/C'20 WH OR YEL 2/C,14 BLK LK 0 L CLR LK/ H 2-1/C NOTE:ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE CONTROLLER CABINET r---- RLTA-I r---- YLTA 5-1 GLTANEU I E---- PR 7----- SPR L---- NEU I- ---- SPR �-----SPR `--- - SPR - - - - EO.G r---- RED -I r---- YEL F 2-1 GRN ----NEU S L - -- -YEL ~ 2-2 - -L----GRN L---- NEU L---- SPR I----- SPR F ----P �-----ESOR.G r---- RED -1 YEL r ----GRN ~ 23 --- -NEU L---- SPR 9 L ----SPR _L - -- - SPR L---- NEU _I L---- RLTA 7-2 ----YLTA - --- -GLTA �--_-EO.G 10r -_ -_ -_ -_ 02 & 05 EVP LIGHT NEU -- -- - SPR 11 r----02 & 05 T _ _ - - - - DETECTOR r _ -_ -_ --_ VIDEO 19-r_ _ _ _ _ CAMERA 3 L____ L---- 1 -----RED -1 r ----GRN EL 1-4-2 r-- NEU -1 L ]3 c ----SPR- --- SPR ----SPR L---- NEU -I L---- RLTA I-2 I----- YLTA H----GLTA J -- - -EO.G r---- RED -1 YEL 1- ----GRN 4-1 L---- SPR 14 L - -- - SPR _L_ ----SPR L---- NEU -1 L - -- -RLTA F 7-1 ---- YLTA H----GLTA J �---- EO.G 15 r-----WLK -DWK 1-P4-4 i ----SPR L r ----SPR T- - - - P84-3 .L7 17 r----04 & 07 EVP LIGHT NEU T ----SPR 16r_-_-_-04 & 07 1 - - - - DETECTOR 2 r2-1JC•6 SIGNAL 1 - - - - SERVICE I- RED ----1 YEL - - - - 1 CRN - - -- - NEU-- -� SPR -----1 SPR ----JI SPR - - - - J' - rNEU - - - -J 5-2-1 RLTA-----J YLTA-----4 -GLTA-----I EO.G----- r RED ----1 9-1 _1 YEL----1 GRN ----1 NEU - - - - -I WLK----- 22 P6-1 DWK - - - - J SPR----�-- rNEU----J 3-1-1 RLTA - - - - J YLTA-----4 -GLTA-----I EO.G - - - - � 03 & 08 EYP LICHT ----- 23 NEU ----J--- SPR - - - - J 03 & 08----- 24 EVP ----�-- DETECTOR - - - - J VIDEO - - - - D 25 CAMERA I ----1 VIDEO - - - - , 26 CAMERA 2 _ _ _ _ J r RED ----1 6-1-I YEL----1 GRN - - - - -I r NEU----- 6-2_I RED - - - - J YEL - - - - J 27 GRN - - - -J- I- NEU--- -J P6-2 -I WLK - DWK____-4 SPR -----4 EO.G----- r RED ----1 6-3 _I YEL - - - - 1 GRN - - - -- - NEU - - - - H WLK ____J P6-1{DWK - - - -J 28 SPR_-_-�__ rNEU ----J 3-2 -I RLTA - - - - J YLTA-----4 -CLIA-----4 EO.G - - - - - SPR - - - - - NEU 01 & 06 EVP LICHT - - - - - 30 NEU _L_30- SPR ----J 01& 06----- 3i EYP - - - - J--- DETECTOR - - - - J VIDEO - - - -- 33. CAMERA 6 - - - - J *Pas-] P6_1 ---a-I r2--- 1 VIDEO____ -----I 19 DETECTOR ---21 CAMERA 4---_ J -. W �_�_ LU LLJ QLIJ ~ J L.: 'Z- 0 CAMERA 2 ----1 Fo ----� 25 VIDEO - - - - 2Q, ----1 -H----- CAMERA 5 _ _ _ _ J U SIGNAL IMPROVEMENTS CONTROLLER CABINET r---- RLTA-I r---- YLTA 5-1 GLTANEU I E---- PR 7----- SPR L---- NEU I- ---- SPR �-----SPR `--- - SPR - - - - EO.G r---- RED -I r---- YEL F 2-1 GRN ----NEU S L - -- -YEL ~ 2-2 - -L----GRN L---- NEU L---- SPR I----- SPR F ----P �-----ESOR.G r---- RED -1 YEL r ----GRN ~ 23 --- -NEU L---- SPR 9 L ----SPR _L - -- - SPR L---- NEU _I L---- RLTA 7-2 ----YLTA - --- -GLTA �--_-EO.G 10r -_ -_ -_ -_ 02 & 05 EVP LIGHT NEU -- -- - SPR 11 r----02 & 05 T _ _ - - - - DETECTOR r _ -_ -_ --_ VIDEO 19-r_ _ _ _ _ CAMERA 3 L____ L---- 1 -----RED -1 r ----GRN EL 1-4-2 r-- NEU -1 L ]3 c ----SPR- --- SPR ----SPR L---- NEU -I L---- RLTA I-2 I----- YLTA H----GLTA J -- - -EO.G r---- RED -1 YEL 1- ----GRN 4-1 L---- SPR 14 L - -- - SPR _L_ ----SPR L---- NEU -1 L - -- -RLTA F 7-1 ---- YLTA H----GLTA J �---- EO.G 15 r-----WLK -DWK 1-P4-4 i ----SPR L r ----SPR T- - - - P84-3 .L7 17 r----04 & 07 EVP LIGHT NEU T ----SPR 16r_-_-_-04 & 07 1 - - - - DETECTOR 2 r2-1JC•6 SIGNAL 1 - - - - SERVICE I- RED ----1 YEL - - - - 1 CRN - - -- - NEU-- -� SPR -----1 SPR ----JI SPR - - - - J' - rNEU - - - -J 5-2-1 RLTA-----J YLTA-----4 -GLTA-----I EO.G----- r RED ----1 9-1 _1 YEL----1 GRN ----1 NEU - - - - -I WLK----- 22 P6-1 DWK - - - - J SPR----�-- rNEU----J 3-1-1 RLTA - - - - J YLTA-----4 -GLTA-----I EO.G - - - - � 03 & 08 EYP LICHT ----- 23 NEU ----J--- SPR - - - - J 03 & 08----- 24 EVP ----�-- DETECTOR - - - - J VIDEO - - - - D 25 CAMERA I ----1 VIDEO - - - - , 26 CAMERA 2 _ _ _ _ J r RED ----1 6-1-I YEL----1 GRN - - - - -I r NEU----- 6-2_I RED - - - - J YEL - - - - J 27 GRN - - - -J- I- NEU--- -J P6-2 -I WLK - DWK____-4 SPR -----4 EO.G----- r RED ----1 6-3 _I YEL - - - - 1 GRN - - - -- - NEU - - - - H WLK ____J P6-1{DWK - - - -J 28 SPR_-_-�__ rNEU ----J 3-2 -I RLTA - - - - J YLTA-----4 -CLIA-----4 EO.G - - - - - SPR - - - - - NEU 01 & 06 EVP LICHT - - - - - 30 NEU _L_30- SPR ----J 01& 06----- 3i EYP - - - - J--- DETECTOR - - - - J VIDEO - - - -- 33. CAMERA 6 - - - - J *Pas-] P6_1 ---a-I r2--- EYP LIGHT DETECTOR ---21 24 ITO EVPti -j m �_�_ LU LLJ QLIJ ~ J L.: 'Z- _Z1._J CAMERA 2 wsb 0 ----� 25 26---- 03 & 08 03 & 08 EVP EYP LIGHT DETECTOR ---21 24 ITO EVPti ---s1 I -a--- ---'21 LU LLJ QLIJ ~ VIDEO VIDEO CAMERA I CAMERA 2 wsb 0 ----� 25 26---- ----1 -H----- U SIGNAL IMPROVEMENTS LUMINAIRE 3 L-2---_ CITY OF � Monticello P4-1 V6i2A ,691 L6`31 L3`21 P6-2 P4-3 P4-2 �19) Q (n --- ---21 0 ---s1 I -a--- ---'21 LU LLJ QLIJ 0 2 C_ Q� LL wsb 0 � H_ U SIGNAL IMPROVEMENTS 2---J 1-- =I- - - J WSBPROJECT NO.: ---- 1 -z`- --2-J -d-- -----4 --2-_, 011473-000 PB4-1 01 & 06 EYP LIGHT PO4-2 SCALE: DESIGN BY: --2-�29 30 - -_---- 34 ASSHOWN NP __2_J L PLAN BY: CHECK BY: 01 & 06 EYP VIDEO MJ EE DETECTOR CAMERA 6 TO €,VPI 21 r____ HUB t---- LUMINAIRE -- L ---- /4� co Z 0 W K 1 ♦ 1"" 11 • HH 10 1HH.2 HH H IHH 7 I 36 r 1 36 r--- 1 36 r- 1 r--- 1 r I 1 21-34. 91 1 1 6.27-34 1 1 6127-34 1 1 33-34 1 1 33-34 1 I I I I 1 1 1 1 1 1 I I I 1 .6 • PED PB STA 91 1 1 P86-2 1 T 36 1 TO TO 1 HH 1 HH 101 1 SEE INTERCONNECT PLAN 1 1 I 1 1 i = FURNISH AND INSTALL I 1 1 1 1 1 I- - -- -RLTA 1 r----YLTA r----GLTA L_ -- - SPR 33 L - - - -WLK -�----DWK 1-P4-2 L----NEU L----WLK-P4-3 ----DWK - `----SPR ----EO.G 34 J- NEU L - - - - P134-2 INTERCONNECT TO 1 94 N. RAMP/ - - - TTH ST. 1-6PR•19 NOTE: EXISTING PLAN REPRESENTS THE BEST INFORMATION AVAILABLE FOR THIS SIGNAL SYSTEM, AND IS BEING PROVIDED FOR INFORMATIONAL PURPOSES ONLY. INTERNAL POLE COLOR CODING RED VEL 7/C•14 WN GRN 5 -SECTION NEU Y ,LTA INDICATION 8LK GLTA BRN SPR R RED 0 5/C•14 BL YEL 3 & 4 -SECTION WH NEU INDICATION LK GLTA R DWK 4/C•14 wH WLK PEDESTRIAN LK NEU INDICATION SPR 2/C•14 4NK EVP/PB/FLASHER NEU NOTEeREOUCED DIAMETER SIGNAL CONTROL CABLE o� a o�w o S ' --ia �d amac� a a Fw i� taw T 0 s5 0 SHEET 23 OF 46 STATE PROJECT NO. 8823-411 DRAWN BY: JMG SYSTEM ID: T.E. // EXISTING SIGNAL SYSTEM 'G' 43 DESIGNER: JMG METER ADDRESS: //_ 35O5 : (651) )C490-2000 ENTER DR. 'FOR INFORMATION ONLY' (FIELD WIRING DIAGRAM) NAIS CHECKED BY: JMG OLD SYSTEM ID: SAH ST. PAUL, MN 55110 CSAH 75 (EAST BROADWAY) AT CSAH 18 / CSAH 39 52 DESIGN TEAM NO. BY DATE REVISIONS [ IN MQMIC.`ELLO, WFUGHT COUNTY 0 Q (n J J z 0 w z LU LLJ QLIJ 0 2 C_ Q� LL o 0 � H_ U SIGNAL IMPROVEMENTS SYSTEM A WIRING DIAGRAM CSAH 75 & CSAH 39/CSAH 18 SHEET 23 OF 46 STATE PROJECT NO. 8823-411 DRAWN BY: JMG SYSTEM ID: T.E. // EXISTING SIGNAL SYSTEM 'G' 43 DESIGNER: JMG METER ADDRESS: //_ 35O5 : (651) )C490-2000 ENTER DR. 'FOR INFORMATION ONLY' (FIELD WIRING DIAGRAM) NAIS CHECKED BY: JMG OLD SYSTEM ID: SAH ST. PAUL, MN 55110 CSAH 75 (EAST BROADWAY) AT CSAH 18 / CSAH 39 52 DESIGN TEAM NO. BY DATE REVISIONS [ IN MQMIC.`ELLO, WFUGHT COUNTY NOTE: MOUNTING HEIGHT = APPROXIMATE HEIGHT ABOVE ADJACENT GROUND LINE. FOR BASE BID - REUSE AND MAINTAIN ALL VIDEO DETECTOR CAMERAS AND LUMINAIRE EXTENSION MOUNTING HARDWARE AND COMPLETE ALL WORK REQUIRED TO MAKE EACH DETECTOR OPERATIONAL (INCLUDING ALL RE -AIMING OF EACH VIDEO DETECTOR AND ANDY REVISED CABINET PROGRAMMING TO ACCOMMODATE FLASHING YELLOW ARROW OPERATIONS IN THE PRESENCE OF COUNTY TRAFFIC PERSONNEL (INCIDENTAL). FOR ADD -ALTERNATE BID - CONTRACTOR SHALL REMOVE EXISTING VIDEO VEHICULAR DETECTION SYSTEM (CAMERAS, LUMINAIRE MOUNTING HARDWARE, AND CABINET EQUIPMENT); SHALL FURNISH AND INSTALL FOUR NEW VIDEO DETECTOR CAMERAS, EXTENSIONS AND MOUNTING HARDWARE, AND VIDEO COMPONENTS IN CONTROLLER CABINET; AND SHALL COMPLETE ALL WORK REQUIRED TO MAKE THE COMPLETE NEW VIDEO DETECTION SYSTEM OPERATIONAL (INCLUDING ALL AIMING OF EACH VIDEO DETECTOR AND ALL CABINET PROGRAMMING IN THE PRESENCE OF COUNTY TRAFFIC PERSONNEL). THIS WORK WILL BE MEASURED AND PAID FOR SEPARATELY FROM THE REVISE SIGNAL SYSTEM "H" PAY ITEM (SEE STATEMENT OF ESTIMATED QUANTITIES AND SPECIAL PROVISIONS). 14' COINPLACE T WOOD POLE (SOP) 3 (MAINTAIN LACE) I 2 TOSHHRI6ER AND WEATHERHEAD L 3-1/c 2 O 44 -0 INPLACE 2-6 PR 18 (OLD (REMOVE) = VIDEO) (A—A) F & I = 2-3/C 18 (VIDEO) (A—A) CSAH 75/E.BROADWAY 12 — SPEED LIMIT -45 MPH 1q;_—N O A 04 EVP 2 i J86 EVP - 5 A O INP: I O INPLACE VIDEO DETECTION/ADD ALTERNATE SYSTEM —1-6/c 14 CAMERA INTERSECTION SIGNAL POLE (CAMERA) 6 POLE XTENSION 0 CAMERA MOUNTING N0. 0 APPROACH FACING LOCATION AND ASTRO MOUNTED AT HEIGHT (5 O INPLACE BRACKET V-1 WB CSAH 75 POLE 1 YES ON MAST ARM 25' V-2 NB HIGHLAND WAY POLE 2 NO ON LUM EXT 40' V-3 EB CSAR 75 POLE 3 YES ON MAST ARM 25' V-4 SB HART BOULEVARD POLE 4 NO ON LUM EXT 40' NOTE: MOUNTING HEIGHT = APPROXIMATE HEIGHT ABOVE ADJACENT GROUND LINE. FOR BASE BID - REUSE AND MAINTAIN ALL VIDEO DETECTOR CAMERAS AND LUMINAIRE EXTENSION MOUNTING HARDWARE AND COMPLETE ALL WORK REQUIRED TO MAKE EACH DETECTOR OPERATIONAL (INCLUDING ALL RE -AIMING OF EACH VIDEO DETECTOR AND ANDY REVISED CABINET PROGRAMMING TO ACCOMMODATE FLASHING YELLOW ARROW OPERATIONS IN THE PRESENCE OF COUNTY TRAFFIC PERSONNEL (INCIDENTAL). FOR ADD -ALTERNATE BID - CONTRACTOR SHALL REMOVE EXISTING VIDEO VEHICULAR DETECTION SYSTEM (CAMERAS, LUMINAIRE MOUNTING HARDWARE, AND CABINET EQUIPMENT); SHALL FURNISH AND INSTALL FOUR NEW VIDEO DETECTOR CAMERAS, EXTENSIONS AND MOUNTING HARDWARE, AND VIDEO COMPONENTS IN CONTROLLER CABINET; AND SHALL COMPLETE ALL WORK REQUIRED TO MAKE THE COMPLETE NEW VIDEO DETECTION SYSTEM OPERATIONAL (INCLUDING ALL AIMING OF EACH VIDEO DETECTOR AND ALL CABINET PROGRAMMING IN THE PRESENCE OF COUNTY TRAFFIC PERSONNEL). THIS WORK WILL BE MEASURED AND PAID FOR SEPARATELY FROM THE REVISE SIGNAL SYSTEM "H" PAY ITEM (SEE STATEMENT OF ESTIMATED QUANTITIES AND SPECIAL PROVISIONS). 14' COINPLACE T WOOD POLE (SOP) 3 (MAINTAIN LACE) I 2 TOSHHRI6ER AND WEATHERHEAD L 3-1/c 2 O 44 -0 INPLACE 2-6 PR 18 (OLD (REMOVE) = VIDEO) (A—A) F & I = 2-3/C 18 (VIDEO) (A—A) CSAH 75/E.BROADWAY 12 — SPEED LIMIT -45 MPH 1q;_—N O A 04 EVP 2 i J86 EVP - 5 A O INP: I O 4" RSC INPLACE 1-6 PR 18 (OLD 3-12/C°12 F & 1 —1-6/c 14 6-3/C°i2 2-3/C"12 (WMA F & 1-3/CA18 (VIDEO) 2-6 PR#18 0 1-3/C•20 O 1-2/C"14 0 __________________-______________ 0 AA 0: AA KT 20 10 0 20 40 scab feet 000 BLVD. SPEED LIMIT -30 MPH 1-12/C-12 - F & I — 1-5/c 14 1-3/C^12 1 UMI INPLACE 1-6 PR 18 (OLD ALL 12' INDICATIONS Y FYA G I STATUS _3D/Cp1120 1-3/P20 (REMOVE) VIDEO) (A—A) O F & 1-3/CA18 (VIDEO) —2 ______ 3 2-1, 2-2, 2-3 __________________-______________ -------------------- 14' <-- 12' CSAH 75/E. BROADWAY SPEED LIMIT -45 MPH RSC (INPLACE) s ,I 4-J3 I J \ O 4-2 _ 4 INP NOTES: INPLACE APS PUSH BUTTON STATION4 t_2 4^RSC 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH (MAINTAIN 1—PED PUSH BUTTON AND SIGN (R10 -3e) O 1-12/C`12 POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND INPLACE) EXTENDED INTO HH 5: -3/C°12 A 1-3/C^12 (LUM) PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND 1" RSC I MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE 1-2/c 14 m 1-6.PR#18 BOXED IN AND DENOTED OTHERWISE. INPLACE = 1—� ERR 18 (OLD 2) A DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED (REMOVE) ) (A—A) BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING F & I 1-3/C 18 (VIDEO) SIGNAL HEAD AT/NEAR THE SAME LOCATION). I (A—A) 3)AA DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED, f4 14 INSTALLED & MADE OPERATIONAL BY CONTRACTOR AS PART OF THIS PROJECT (ADD—ALTERNATE BID). CONTROLLER PHASING, PEDESTRIAN = 4) SEE SHEET 45 FOR GENERAL SIGNAL SYSTEM H NOTES, CABINET INDICATIONS AND PUSH BUTTONS NOTES, AND DETAILED POLE NOTES. Hart BIM > 04 O PB4-1 ^i L% OQ m P4-1 fS 06 = J CSAR 75 (2 01 p SIGNAL SYSTEM OPERATIONS: = W d SIGNAL HEAD STATUS: 0521 —SIGNAL SYSTEM FLASH MODE IS ALL RED - 02 -T,5 ED.02-T,5 P4-2 1 = REMOVE IN—PLACE OVERHEAD 3 SECTION —NORMAL OPERATION SHALL BE 6 PHASE, SIGNAL AND F & I NEW OVERHEAD 4—SECTION G.1 P2-1 P2-2 WITH PHASES 1 AND 5 BEING REVISED SIGNAL ON END OF MAST ARM. PB4-2 PB2-1 TO FLASHING YELLOW ARROW OPERATIONS _ IN—PLACE ® I I qp PB2-2 03 (FLASH BY TIME OF DAY PROGRAMS). 2 SIGNALEAND F & I NEEW POOLE MODUNTEDECTION Ped push buttms I I 08 —VEHICLE SIGNAL PHASES 2 & 6 OPERATE 4—SECTION SIGNAL (ON NEW BRACKETING). located as shown. ON RECALL. O = INPLACE LED (REUSE INPLACE). 4. = F & 1 NEW LED INDICATION. FYA = FLASHING YELLOW ARROW LED SIGNAL HEADS SIGNAL HEAD # R ALL 12' INDICATIONS Y FYA G I STATUS —1 144/ �� 4— 4-- 1 —2 4— 4— 2 2-1, 2-2, 2-3 0 0 O INPLACE 4-2, 4-3 O (5 O INPLACE 2 6-11 6-2, 6-3 O O O INPLACE 8-1, 8-2, 8-3 0 0 O INPLACE STATE PROJECT N0. 8823-411 DRAWN BY: JMG DESIGNER: JMG CHECKED BY: JMG DESIGN TEAM SYSTEM ID: T.E METER ADDRESS: OID SYSTEM ID: / l 3535 VADNAI51 CENTER OR. ST. PAUL, MN 5511D SEH I HEREBY CFRTFY NAT TITS PLAN WAS PREPARED BY NE OR UNUFR MY MRECT SUPER RON AND NAT AM A pULY UCFNSEO pp. -BOMBER UNDER NE LAWS BE TIE STAT: BE MINNESOTA nn°° iI m Nana: John M. Gmy, PE pa Mav 232023 Ua Na REVISE SIGNAL SYSTEM H• INTERSECTION LAYOUT CBAH 75(EASE BROADWAY) AT HARE BOU.EVARD/HBHLAW WAY N mainC9.LO, WnGw CO1MTY 144/ �� NO. BY DATE REMSIONS NOTES: INPLACE O PA100 POLE FOUNDATION O INPLACE PA85 POLE FOUNDATION 3 INPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-40—D40-9 (DAVIT AT 350 DEG) (MAINTAIN TYPE PA85—A-20—D40-9 (DAVIT AT 350 DEG) (MAINTAIN TYPE PA100—A-40—D40-9 (DAVIT AT 350 DEG) 1) ALL ITEMS OF THIS SIGNAL SYSTEM ARE INPLACE AND SHALL BE INPLACE) LUMINAIRE—LED INPLACE) 1—ONE WAY SIGNAL—OVERHEAD AT 0' (8-2) INPLACE) 2—ONE WAY SIGNALS—OVERHEAD AT 12', 24' (2-3, 2-2) REUSED AND MAINTAINED INPLACE, UNLESS OTHERWISE NOTED 2—ONE WAY SIGNALS—OVERHEAD AT 12', 24' (6-3, 6-2) TYPE 10A — POLE MOUNTED 180 DEG (8-1) TYPE 10A — POLE MOUNTED 90 DEG (4-3) ON PLANS. TYPE 10B — POLE MOUNTED 90 DEG (8-3, P4-1) 1—VIDEO DETECTOR CAMERA—LUMINAIRE EXTENSION TYPE 10B — POLE MOUNTED 180 DEG (2-1, P2-2) 2) SEE SPECIAL PROVISIONS FOR COUNTY FURNISHED MATERIALS. TYPE 10A — POLE MOUNTED 180 DEG (6-1) MOUNTED (FACING NB TRAFFIC) (V-2) (08) 1—PED PUSH BUTTON AND SIGN (R10-4b) 1—PED PUSH BUTTON, SIGN, AND POLE ADAPTOR ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (08) 1—VIDEO DETECTOR CAMERA—LUMINAIRE EXTENSION 3) ALL HANDHOLES ARE PVC HANDHOLES WITH METAL FRAMES AND 1—VIDEO DETECTOR CAMERA—LUMINAIRE EXTENSION EXTENDED INTO HH 3: MOUNTED (FACING WB TRAFFIC) (V-3) (02,5) COVERS AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). MOUNTED (FACING WB TRAFFIC) (V-1) (06,1) 3" RSC ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (02,5) 4) ALL PEDESTRIAN SIGNAL HEADS ARE ONE—SECTION LED "HAND/ ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (06,1) 1-12/c 12 EXTENDED INTO HH 4: WALKING PERSON" INDICATIONS AND ARE INPLACE (REUSE AND EXTENDED INTO HH 1: 1-3/c 12 3" RSC MAKE OPERATIONAL AS SHOWN). 3" RSC 1-3/c 20 2-12/c 12 5) ANY DAMAGE TO INPLACE TRAFFIC SIGNAL FACILITIES (CONDUIT, 2-12/c 12 1-3/c 12 1-6 PR 18 (VIDEO) 1-3/c 12 (LUM) 3-3/c 12 1-3/c 20 CABLES, HANDHOLES, SIGNAL POLES, ETC.), DUE TO TRAFFIC 1-3/c 1-6 PR 18 (VIDEO) SIGNAL REVISION WORK, SHALL BE REPAIRED BY CONTRACTOR TO 14 1-2/c 14 1-3/c 12 (LUM) SATISFACTION OF ENGINEER, AT NO EXPENSE TO CITY OR COUNTY. 1-6 18 (VIDEO) INPLACE ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 5-2, 3—SECTION) 6) CONTRACTOR SHALL MAINTAIN OPERATION OF THE SIGNAL SYSTEM 1-3/c 12 (LUM) c (REMOVE) TYPE 10A BRACKETING—POLE MOUNTED 90 DEG AT ALL TIMES, EXCEPT AS OTHERWISE APPROVED BY ENGINEER. 2—STREET NAME SIGN PANELS—OVERHEAD AT 2' ', 8 LUMINAIRE-250 W HPS INPLACE ONE WAY SIGNAL—OVERHEAD AT 0' (OLD 5-1, 3—SECTION) (REMOVE) 1—STREET NAME SIGN PANEL—OVERHEAD AT 28' 7) ALL NEW VEHICULAR SIGNAL HEADS SHALL HAVE BACKGROUND INPLACE ONSTRE SHIELDS FURNISHED & INSTALLED BY CONTRACTOR. ALL INPLACE (REMOVE) = T NAME PANEL—OVERHEAD 28'3—SECTION) F & I 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG NEW 5-2 ( ) LUMINAIRE-250 W HPS VEHICULAR SIGNAL HEADS BEING REUSED AS PART OF THE REVISE POLE TYPE 10A BRACKETING MOUNTED 90 DEG (FOR F & I 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 5-1) SIGNAL SYSTEM HAVE BACKGROUND SHIELDS (REUSE & MAINTAIN F & I T 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' ( NEW 1-1) 2—R9-3 (NO PED XING)SIGNS—FACING POLES 1 AND 3 3 R9-3 NO PED XING SIGN—FACING POLE 2 () INPLACE). R9-3 (NO PED XING) SIGN—FACING POLE 2 R10—X12 SIGN PANEL—ADJACENT TO 3-1 STREET NAME SIGN PANEL—OVERHEAD (D-30) STREET NAME SIGN PANEL—OVERHEAD (D-32) 8) F & I = NEW, FURNISH AND INSTALL. 1 STREET NAME SIGN PANEL—OVERHEAD (D-29) STREET NAME SIGN PANEL—OVERHEAD (D-31) R10—X12 SIGN PANEL—ADJACENT TO 5-1 S & I = INPLACE, SALVAGE AND INSTALL. LUMINAIRE—LED (40' MOUNTING HEIGHT) LUMINAIRE—LED (40' MOUNTING HEIGHT) 1-6/c 14 g) ALL NEW VEHICULAR SIGNAL HOUSINGS, BACKGROUND SHIELDS ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM H) AND VISORS SHALL BE FABRICATED USING BLACK POLYCARBONATE ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM H) MATERIALS. SEE SPECIAL PROVISIONS. NPLACE 1—VIDEO CAMERA AND MOUNTING HARDWARE—ON LUM EXTENSION = ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM H) (REMOVE) 1-6 PR 18 (OLD VIDEO) INPLACE 1—VIDEO CAMERA AND MOUNTING HARDWARE—ON LUM EXTENSION = 10) SEE SPECIAL PROVISIONS & DETAILS REGARDING NEW SIGN PANELS INPLACE 1—VIDEO CAMERA AND MOUNTING HARDWARE—ON LUM EXTENSION I (REMOVE) 1-6 PR 18 (OLD VIDEO) TO BE FURNISHED & INSTALLED BY CONTRACTOR (INCLUDED AS PAR F & 1—VIDEO CAMERA—MAST ARM MOUNTED AT 8' AND FACING WB (REMOVE) 1-6 PR 18 (OLD VIDEO) OF PAY ITEM FOR ITEM NO. 2565 — REVISE SIGNAL SYSTEM H). TRAFFIC (V-1) (06,1) F & I 1—VIDEO CAMERA—MAST ARM MOUNTED AT 8' AND FACING EB ADD ALTERNATE BID — SEE SPECIAL PROVISIONS & STATEMENT OF MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION F & I T 1—VIDEO CAMERA—LUMINAIRE EXTENSION MOUNTED AND FACING NB TRAFFIC (V-2) (08) TRAFFIC (V-3) (02,5) 11) AND ASTRO BRACKET) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION ESTIMATED QUANTITIES REGARDING FULL REPAINTING OF THIS CAP/PLUG HOLE ON LUM EXTENSION (WHERE CAMERA USED TO BE) 1 LUMINAIRE EXTENSION MOUNTING HARDWARE FOR VIDEO CAMERA AND ASTRID BRACKET) SIGNAL SYSTEM (TO BE MEASURED AND PAID FOR SEPARATELY 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) CAP PLUG HOLE ON LUM EXTENSION WHERE CAMERA USED TO BE ) FROM ITEM NO. 2565 — REVISE SIGNAL SYSTEM H). 1-3/C 18 (VIDEO) 3 4/ KBR HUB AT 8' FROM END OF MAST ARM FOR VIDEO / ( ) 12) BASE BID — CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL I1-3/C 18 (VIDEO) INPLACE VIDEO DETECTOR CAMERAS AND CABINET EQUIPMENT, AND FOR COORDINATING WITH THE COUNTY REGARDING CONTRACTOR REAIMING AND REPROGRAMMING OF THE COMPLETE VIDEO DETECTOR SYSTEM TO ACCOMMODATE FLASHING YELLOW ARROW OPERATIONS (INCIDENTAL). ADD ALTERNATE BID — CONTRACTOR IS RESPONSIBLE FOR REMOVING THE EXISTING VIDEO DETECTOR SYSTEM (ALL CAMERAS AND CABINET INPLACE PA90 POLE FOUNDATION ®(MAINTAIN O INPLACE (MAINTAIN EQUIPMENT PAD FOUNDATION SIGNAL SERVICE CABINET (NON SSB—WITH BATTERIES) EQUIPMENT), AND FOR FURNISHING, INSTALLING AND MAKING TYPE PA90—A-30—D40-9 (DAVIT AT 350 DEG) INPLACE) 3" RSC STUB OUT FROM CONTROLLER CABINET OPERATIONAL A NEW 4 CAMERA VIDEO DETECTION SYSTEM (CABINET INPLACE) 1—ONE WAY SIGNAL—OVERHEAD AT 0'(4-2) (THREADED/CAPPED FOR FUTURE USE) COMPONENTS AND VIDEO DETECTOR CAMERAS), ALONG WITH ALL TYPE 10B — POLE MOUNTED 180 DEG (4-1, P4-2) 1—PED PUSH BUTTON, SIGN (R10-4b), AND POLE ADAPTOR SERVICE CABINET TO HH 6: REQUIRED EXTENSIONS AND MOUNTING HARDWARE, AIMING, AND 1—VIDEO DETECTOR CAMERA—LUMINAIRE EXTENSION 2" RSC 3-1/c 2 PROGRAMMING OF THE NEW VIDEO DETECTION SYSTEM (EXISTING MOUNTED (FACING WB TRAFFIC) (V-4) (04) VIDEO CABLES FROM CABINET TO EACH INPLACE CAMERA SHALL BE ONE WAY EVP CONFIRMATORY LIGHT AT 6' (04) CONTROLLER CABINET TO SERVICE 2" RSC CABINET: REMOVED AND REPLACED WITH NEW VIDEO CABLES AT LOCATIONS EXTENDED INTO HH 5: 2-1/c 6 NOTED IN THE PLANS). ALL ADD—ALTERNATE VIDEO DETECTION RSC 1-1/c 6 INS. GR. SYSTEM WORK WILL BE MEASURED AND PAID FOR SEPARATELY 1— 1 12 UNDER ITEM NO. 2565 (VIDEO DETECTOR SYSTEM H). 3-33//cc 12 SERVICE CABINET TO HH 1: (A—A) DENOTES CABLE REMOVAL AND INSTALLATION WORK TO BE 1-6 PR 18 (VIDEO) 2" RSC 4-3/c 12 (LUM) COMPLETED BY CONTRACTOR IF ADD—ALTERNATE BID IS ACCEPTED. 1-3/c 12 (LUM) CONTROLLER CABINET TO HH 1: 2-4" RSC INPLACE ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 1-2, 3—SECTION) 6-12/c 12 (REMOVE) T TYPE 10B BRACKETING—POLE MOUNTED 90 DEG 1-5/c 12 ADD ALTERNATE BID ITEM 1 2—STREET NAME SIGN PANELS—OVERHEAD AT 14', 20' 8-3/c 12 (VIDEO DETECTOR SYSTEM H) LUMINAIRE-250 W HPS 2-2/c 14 INPLACE4-6 PR 18 (OLD I INPLACE — 1—SET PED INDICATIONS—POLE MOUNTED 90 DEG (P2-1) 4-3/c 20 (REMOVE) VIDEO) (A—A) (S & 1) 4-6 PR 18 (VIDEO) F & 14-3/C 18 (VIDEO) F & I 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 1-2) F & I — 2-6/c 14 (A—A) PEDESTAL FOUNDATION TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 1-2, P2-1) OINPLACE (MAINTAIN 13' PEDESTAL POLE AND BASE STREET NAME SIGN PANEL—OVERHEAD (D-33) INPLACE) ONE WAY EVP DETECTOR AND CONFIRMATORY STREET NAME SIGN PANEL—OVERHEAD (D-34) INPLACE — CONTROLLER AND CABINET LIGHT—ATOP PEDESTAL POLE (04) LUMINAIRE—LED (40' MOUNTING HEIGHT) (SALVAGE) EXTENDED INTO HH 2: 1-6/c 14 INSTALL — CONTROLLER AND CABINET 2" RSC (FURNISHED 1-5/c 12 ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM H) BY COUNTY) 1-3/c 20 CAMERA ANDHARDWARE—ON LUM EXTENSION INPLACE I �-6 F & I — WIND COLLAR FOR PEDESTAL POLE PR OLD VIDEO) (REMOVE) ( ) ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM H) F & I 1—VIDEO CAMERA—LUMINAIRE EXTENSION MOUNTED AND FACING SB TRAFFIC (V-4) (04) INPLACE — VIDEO DETECTION CARD AND CABINET EQUIPMENT LUMINAIRE EXTENSION MOUNTING HARDWARE FOR VIDEO CAMERA (REMOVE) 1-3/C 18 (VIDEO) F & I = VIDEO DETECTION CARD AND CABINET EQUIPMENT STATE PROJECT NO. 8823-411 DRAWN BY: JMG SYSTEM ID: T.E. / I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED REVISE SIGNAL SYSTEM 'He DESIGNER: JMG METER ADDRESS: // �_ PHONE: (651) 490-2000 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNAL SYSTEM NOTES 3535 VADNAIS CENTER DR. ,,• CHECKED BY: JMG OLD SYSTEM ID: SEH ST. PAUL, MN 55110 /(// Name: John M. Gray, PE CSAH 75 (EAST BROADWAY) AT HART BOULEVARD/HIGHLAND WAY DESIGN TEAM NO. BY DATE REVISIONS Date: May 23, 2023 Uc. No. 22457 IN MONTICELLO, WRIGHT COUNTY 1) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS SHOWN, EXCEPT WHERE DENOTED BY (A = NEW CABLES AND CONDUCTORS TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS PART OF REVISE SIGNAL SYSTEM "H" WORK). 2) ® DENOTES NEW OR REVISED TERMINATIONS ON INPLACE CABLES, 3) ** DENOTES REVISED TERMINATIONS/LABELING ON INPLACE CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN CONTROLLER CABINET. 4) v DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). 5) 4— DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED, INSTALLED AND MADE OPERATIONAL BY TIE CONTRACTOR AS PART OF THIS PROJECT (ADD ALTERNATE). 6) IF ADD -ALTERNATE BHD IS ACCEPTED, CONTRACTOR SHALL REMOVE AND DISPOSE OF INPLACE CABLES 11, 17, 24, 32 (ALL 6 PR 18); AND SHALL REPLACE THESE CABLES W9TH NEW 3/C 18 CABLES FOR NEW VIDEO DETECTION SYSTEM. (A -A) DENOTES RELATED TO ADD -ALTERNATE BID ITEM. INTERNAL POLE COLOR CODING RED EL BL— GRN 7/C°14 WH NEU 5 -SECTION YYLTA INDICATION BLK GLIA 8RN SPR R RED 0 5/C*14 8L YEL GRN 3 & 4 -SECTION WH NEU INDICATION BIB GLTA R — DWK 4/C°14 WL WLK PEDESTRIAN BLK NEU INDICATION SPR 2/C"19 WLK EVP/PB/FLASHER NEU NOTE: REDUCED DIAMETER SIGNAL CONTROL CABLE CONDUCTOR COLOR CODING IF A Dnc#12 a BL -(3/C 18) N WH - ## 12/ _\4-2i \4- _ 1i tR/BLK R OR 0 L_ 3/C°20 WH OR YEL V-3 ( BLK OR BL 2-1/C A 3/C"12 I WH 2/C"14 ALR RLK 8823-411 GPR-19 NOTE: ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE O ®E) +40A LUMINAIRE _e__A --e-- 08 EVP LIGHT 15 __o__I 08 EVP DETECTOR 16 r___> VIDEO CAMERA V-2 17�----__ REMOVE (A_q) VIDEO CAMERA V-2 (08) (3/C 18) 4— 04 EVP LIGHT --�--j 12 04 EVP DETECTOR _ -7 13 17 (REMOVE, A -A) 40A L 17A (F & I, A -A) 4, 14-17 5, 26-32 32 (REMOVE, A -A) -_ -�32A (F & I, A -A LUMINAIRE 3 V&08 1_J a P2-2 -1 02 & 05 EVP LIGHT --Z-r T VIDEO CAMERA V-3 (D ## ® 1-i 6-2 6-1 7 _..r - _J 01 & 06 EVP LIGHT VIDEO CAMERA V-1 --- X11 P84-1 P84-2 35 T _HH 5 1 1 1 1 5-6, 20-24, 26-32, 35 I I 2-3 4-3 O -(3/C 18) N AE1 41 - ## 5-1 _\4-2i \4- _ 1i 27 Lc-�O --er � L_ 1 V-3 ( 18) (3/C 18) STATE PROJECT N0. 8823-411 PB2-2 BY ME OR 1 HER®Y CERTFY THAT 2115 PION WAS PAND REVISE SIC�IAL SYSTEM 02 & 05 EVP VIDEO DETECTOR CAMERA V-4 31 r___e -___r J NiArREPARED HAM A DULY pX0 ESLONAILEENgNEER 41A 24, 32 (REMOVE, A -A) 24A, 32A (F & I, A -A LUMINAIRE !4\ 22 1 04 EVP LIGHT 23I VIDEO CAMERA V-4 (04) (3/C 18) 4— LUMINAIRE zL 00 I_ c, c : 1 1 01 & 06 EVP DETECTOR 10 r___ T_ -_j 3-6 VIDEO CAMERA V-1 (06,1) (3/C 18) 4- 11, 17 (REMOVE, A -A) 11A 17A (F & I, A -A) 20-24, 26-32, 35 4OA-41A 24, 32 (REMOVE, A -A) 24A, 32A (F & 1, A -A LUMINAIRE LUMINAIRE 4 12\ LUMINAIRE g r---- LUMINAIRE OUTLET _ _ - r 70 SERVICE SIGNAL 1 SERVICE _2-1/C.6 2 1 r ----INPUT -3_1/C°2 POWER i SERVICE GR.RD. CABINET TO OUTLET RED -I I 6-1 ---- NEU -I 7 L -- - - REL 1- 6-2 -_--CAN -I L --- -NEU - L-----YLTA ~--- - -YLTA OLT/a ---- EO.G r ----RED -I YEL rGRN L 6-3 11--_-_-NEU -1 - ** FYLA-1-1 R 1----- SPR -�----SPR L --- -NEU - 1 r _ _ - YEL r 8-3 `----GRN _I --- ED.G 9 r__ --DEI& 06 EVP LIGHT ----- SPR 1m r----01& 06 EVA ----- DETECTOR u --- IDEO -� ____ CAMERA _____ V-1 (06,1) r - ---CAR 12 I_-__-04 EVP LIGHT -- -- -NEU -----EO.G �—_--__—RED-1 YEL CAN r 4-1 ___-NEU - L - -- -YEL r 4-2 -L----GRN -I L----1** NEU I----- 1** SPR !- - - - - '* SPR L----ir* SPR EQ.G WLK -r----NEU r P2-1 ----- DWK r---- PB2-i T --- -NEU ----- SPR 04 r - - - - EVP LIGHT NEU ------SPR r---- REMOVE (A -A) VIDEO �1 - - - - CAMERA ---V-4 (04) L---- VIDEO CAMERA V-4 (04) (3/C 18) P84.1 P84-2 2 1112-1/C"6 SIGNAL L _ _ _ _ SERVICE ** RLA » YEA ss GLA 5-2 ++ NEU as FYLA SPR 13 04 - ----- DETECTOR r - -- - RED -i r - ---GRN r 8-1 ----- NEU --1 -REO 14--____YEL r' B-2 _L_ -__GRN -I L - - - -++ NEU r----++ SPR ---- sr SPR ----++ SPR ---- EQ.G 15 - 08 EVP LIGHT ---- -SPR 16 1r___ -EVA ----- DETECTOR F REMOVE (A --A) 17 ---- VIDEO CAMERA (08) 11 ® VIDEO CAMERA (A A) V-1 ( 18) (3/C 18) VIDEO CAMERA V-2 (08 (3/C 18 F YL EL 11 ----GRN r 2-1 1----NEU -I — _ _ _ RED 1_ 2-2 26----- YEL ANN -I L - -- -NEU - L-- - - ALTA I L YLTA r 5-1 L---- GLIA- - - - - EG.G r - -- - OED -I YET r ----RAN r 2-3 ____NEU -1 - ** FYLA-5-1 27 L ----'SPR __L---_ SPR L----NEU - i--- - -RED L --- -YEL I- 4-3 ____SAN - - - _ _ ED.G �g T - - - - WLK -j NEU-- P2-2 ___OWN - 29 r ----P82-2 NEU ---- SPR 30 F----- 0EU& 05 EVP LICH' -----SPR 31 f - 02 & 05 �- - - - - DETECTOR r--__ 32� REMOVE (A -A) ---- VIDEO CAMERA ----- V-3 (02,5) ** RLA ss YEA rs GLA 1-2 ** NEU ** FYLA SPR -VIDEO CAMERA ## - V-3 (02,5) 1-2 -(3/C 18) N AE1 41 41A 24, 32 (REMOVE, A -A) 24A, 32A (F & I, A -A LUMINAIRE !4\ 22 1 04 EVP LIGHT 23I VIDEO CAMERA V-4 (04) (3/C 18) 4— LUMINAIRE zL 00 I_ c, c : 1 1 01 & 06 EVP DETECTOR 10 r___ T_ -_j 3-6 VIDEO CAMERA V-1 (06,1) (3/C 18) 4- 11, 17 (REMOVE, A -A) 11A 17A (F & I, A -A) 20-24, 26-32, 35 4OA-41A 24, 32 (REMOVE, A -A) 24A, 32A (F & 1, A -A LUMINAIRE LUMINAIRE 4 12\ LUMINAIRE g r---- LUMINAIRE OUTLET _ _ - r 70 SERVICE SIGNAL 1 SERVICE _2-1/C.6 2 1 r ----INPUT -3_1/C°2 POWER i SERVICE GR.RD. CABINET TO OUTLET RED -I I 6-1 ---- NEU -I 7 L -- - - REL 1- 6-2 -_--CAN -I L --- -NEU - L-----YLTA ~--- - -YLTA OLT/a ---- EO.G r ----RED -I YEL rGRN L 6-3 11--_-_-NEU -1 - ** FYLA-1-1 R 1----- SPR -�----SPR L --- -NEU - 1 r _ _ - YEL r 8-3 `----GRN _I --- ED.G 9 r__ --DEI& 06 EVP LIGHT ----- SPR 1m r----01& 06 EVA ----- DETECTOR u --- IDEO -� ____ CAMERA _____ V-1 (06,1) r - ---CAR 12 I_-__-04 EVP LIGHT -- -- -NEU -----EO.G �—_--__—RED-1 YEL CAN r 4-1 ___-NEU - L - -- -YEL r 4-2 -L----GRN -I L----1** NEU I----- 1** SPR !- - - - - '* SPR L----ir* SPR EQ.G WLK -r----NEU r P2-1 ----- DWK r---- PB2-i T --- -NEU ----- SPR 04 r - - - - EVP LIGHT NEU ------SPR r---- REMOVE (A -A) VIDEO �1 - - - - CAMERA ---V-4 (04) L---- VIDEO CAMERA V-4 (04) (3/C 18) P84.1 P84-2 2 1112-1/C"6 SIGNAL L _ _ _ _ SERVICE ** RLA » YEA ss GLA 5-2 ++ NEU as FYLA SPR 13 04 - ----- DETECTOR r - -- - RED -i r - ---GRN r 8-1 ----- NEU --1 -REO 14--____YEL r' B-2 _L_ -__GRN -I L - - - -++ NEU r----++ SPR ---- sr SPR ----++ SPR ---- EQ.G 15 - 08 EVP LIGHT ---- -SPR 16 1r___ -EVA ----- DETECTOR F REMOVE (A --A) 17 ---- VIDEO CAMERA (08) 11 ® VIDEO CAMERA (A A) V-1 ( 18) (3/C 18) VIDEO CAMERA V-2 (08 (3/C 18 F YL EL 11 ----GRN r 2-1 1----NEU -I — _ _ _ RED 1_ 2-2 26----- YEL ANN -I L - -- -NEU - L-- - - ALTA I L YLTA r 5-1 L---- GLIA- - - - - EG.G r - -- - OED -I YET r ----RAN r 2-3 ____NEU -1 - ** FYLA-5-1 27 L ----'SPR __L---_ SPR L----NEU - i--- - -RED L --- -YEL I- 4-3 ____SAN - - - _ _ ED.G �g T - - - - WLK -j NEU-- P2-2 ___OWN - 29 r ----P82-2 NEU ---- SPR 30 F----- 0EU& 05 EVP LICH' -----SPR 31 f - 02 & 05 �- - - - - DETECTOR r--__ 32� REMOVE (A -A) ---- VIDEO CAMERA ----- V-3 (02,5) ** RLA ss YEA rs GLA 1-2 ** NEU ** FYLA SPR 32A VIDEO CAMERA . (A A02. ) V-3 ( 18) (3/C 18) STATE PROJECT N0. 8823-411 BY ME OR 1 HER®Y CERTFY THAT 2115 PION WAS PAND REVISE SIC�IAL SYSTEM *)")* DRAM JMG SYSTEM ID: T.E. J NiArREPARED HAM A DULY pX0 ESLONAILEENgNEER �^ JMG PHONE: (651) 00 UNDER TIE LAWS OF IHC STATE OF MMIINNNESOTA �� WIRING DIA(;F,gM R- DESIGNER: METER ADDRESS: _ GENIE DR. S CE CHECKED 6Y: JMG DLD SYSTEM ID: 11Eft ST. UL, M ST. PAUL, MN 55110 �5..�. ate, _. Nmn¢ JOM1n M. GTay, PE CgAH 75 (EABT BROADWA1) AT HAM BOULEVAPD/FKiFLAtD WAY Cn DESIGN TEAM NO. BY DATE REVISIONS SEH Dote: T/ Mar 23. 2023 UG No. 22457 N MONTK31LO, WROHf COIMfY JL ACITY OF m...0 nticello ----RED -1 13-----04 7____YELr 6-1 -T-----EVP LUMINAIRE LUMINAIRE - GRN - - NEU -I - - - - DETECTOR r---- O L---- RED I r---_ RED -I 4 -T-e--� 7 L----YEL r 6-2 --_-_-_-GRN ----YEL r 6-1 -6-- -I-_--_-_ NEU _1 5-2 8-1 08 EvP LIGHT 04 EvP LIGHT 1-1 6-2 6-1 6-3 8-3 - - - - RLTA - - - - YLTA r l-1 14 L - - - - YEL r 8-2 , I� ---2, r—, ----, ---2-1 r --- ----GLT6-1 1----- GRN -I L ��/// y ��y _i NOTE: MOUNTING HEIGHT = APPROXIMATE HEIGHT ABOVE ADJACENT GROUND LINE. FOR BASE BID - REUSE AND MAINTAIN IN -PAVEMENT LOOP DETECTORS. FOR ADD -ALTERNATE BID - CONTRACTOR SHALL FURNISH AND INSTALL FOUR NEW VIDEO DETECTOR CAMERAS, MAST ARM EXTENSIONS AND MOUNTING HARDWARE, CABLES, AND VIDEO COMPONENTS IN CONTROLLER CABINET; AND SHALL COMPLETE ALL WORK REQUIRED TO MAKE THE COMPLETE NEW VIDEO DETECTION SYSTEM OPERATIONAL (INCLUDING ALL AIMING OF EACH VIDEO DETECTOR AND ALL CABINET PROGRAMMING IN THE PRESENCE OF COUNTY TRAFFIC PERSONNEL). THIS WORK WILL BE MEASURED AND PAID FOR SEPARATELY FROM THE REVISE SIGNAL SYSTEM "J" PAY ITEM (SEE STATEMENT OF ESTIMATED QUANTITIES AND SPECIAL PROVISIONS). 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) A DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3)AA DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED, INSTALLED & MADE OPERATIONAL BY THE CONTRACTOR AS PART OF THIS PROJECT (ADD -ALTERNATE BID). 4) SEE SHEET 50 FOR GENERAL SIGNAL SYSTEM J NOTES, CABINET NOTES, AND DETAILED POLE NOTES. 1 - �^ O (w O M_ W U INPLACE - 1-2/c '•: NMC \ (REMOVE) (A -A) 14 1 1-2 /LA19 �\ 110 If If II II a0 II 2" RSC. THREAD d� l CAP BOTH ENDS 10 11 11l 4" RSC -� 2-12/C=12 \ 3-3/CPt2 4-2/C=14 t-3/C=2D. 1-3/C=12 ILUMI rF& - 4-2/c 14 (A -A) ) I I - 1-3/C 18 (VIDEO) _-_---"T------------"-------"--_-3/C1 CSAH 75 ----------------------------------- 02-2[ I02-11 CONTROLLER PHASING, PEDESTRIAN 2-2/C=14 INDICATIONS AND PUSH BUTTONS INPLACE - 2-2/c 14 HOSPITAL O (REMOVE) (A -A) 04 07 ® P84-1 4t(y ly I I P6-1 P138-2PB6-2 P6-2 �f PB6-1 P4-1 P8-2 Q 06 ADD ALTERNATE VIDEO DETECTOR SYSTEM (F & I) C CAMERA INPLACE INTERSECTION SIGNAL POLE CAMERA) 6 POLE EXTENSION PB2-1 CAMERA MOUNTING NO. P2-1 APPROACH LOCATION AND ASTRO MOUNTED AT HEIGHT 8 located as shown. munnl 5' RRACKFT D6-1, D6-2 6.6 475' INPLACE V-1 NB SCHOOL DRIVEWAY POLE 1 YES ON MAST ARM 25' V-2 EB CSAH 75 POLE 2 YES ON MAST ARM 25' V-3 SB HOSPITAL DRIVEWAY POLE 3 YES ON MAST ARM 25' V-4 WB CSAH 75 POLE 4 YES ON MAST ARM 25' NOTE: MOUNTING HEIGHT = APPROXIMATE HEIGHT ABOVE ADJACENT GROUND LINE. FOR BASE BID - REUSE AND MAINTAIN IN -PAVEMENT LOOP DETECTORS. FOR ADD -ALTERNATE BID - CONTRACTOR SHALL FURNISH AND INSTALL FOUR NEW VIDEO DETECTOR CAMERAS, MAST ARM EXTENSIONS AND MOUNTING HARDWARE, CABLES, AND VIDEO COMPONENTS IN CONTROLLER CABINET; AND SHALL COMPLETE ALL WORK REQUIRED TO MAKE THE COMPLETE NEW VIDEO DETECTION SYSTEM OPERATIONAL (INCLUDING ALL AIMING OF EACH VIDEO DETECTOR AND ALL CABINET PROGRAMMING IN THE PRESENCE OF COUNTY TRAFFIC PERSONNEL). THIS WORK WILL BE MEASURED AND PAID FOR SEPARATELY FROM THE REVISE SIGNAL SYSTEM "J" PAY ITEM (SEE STATEMENT OF ESTIMATED QUANTITIES AND SPECIAL PROVISIONS). 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) A DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3)AA DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED, INSTALLED & MADE OPERATIONAL BY THE CONTRACTOR AS PART OF THIS PROJECT (ADD -ALTERNATE BID). 4) SEE SHEET 50 FOR GENERAL SIGNAL SYSTEM J NOTES, CABINET NOTES, AND DETAILED POLE NOTES. 1 - �^ O (w O M_ W U INPLACE - 1-2/c '•: NMC \ (REMOVE) (A -A) 14 1 1-2 /LA19 �\ 110 If If II II a0 II 2" RSC. THREAD d� l CAP BOTH ENDS 10 11 11l 4" RSC -� 2-12/C=12 \ 3-3/CPt2 4-2/C=14 t-3/C=2D. 1-3/C=12 ILUMI rF& - 4-2/c 14 (A -A) ) I I - 1-3/C 18 (VIDEO) _-_---"T------------"-------"--_-3/C1 CSAH 75 ----------------------------------- 02-2[ I02-11 CONTROLLER PHASING, PEDESTRIAN 2-2/C=14 INDICATIONS AND PUSH BUTTONS INPLACE - 2-2/c 14 HOSPITAL O (REMOVE) (A -A) 04 07 ® P84-1 4t(y ly I I P6-1 P138-2PB6-2 P6-2 �f PB6-1 P4-1 P8-2 Q 06 CSAH 75 P 01 � C 05 9 INPLACE P4-2 02 y P8-1 PB2-1 92-1, 132-2 6x6 P2-2 P82-2 PB4-2 P2-1 PB8-1 O INPLACE 54-1, D8-1 6x6 03 Ped push butt. D4-2, DB -2 6x6 8 located as shown. munnl DRANK BY: JMG DESIGNER: JMG CHECKED BY: SMG SIGNAL SYSTEM OPERATIONS: -SIGNAL SYSTEM FLASH MODE IS ALL RED. -NORMAL OPERATION SHALL BE 8 PHASE, WITH PHASES 1, 3, 5, 7 BEING REVISED TO FLASHING YELLOW ARROW OPERATIONS (FLASH BY TIME OF DAY PROGRAMS). -VEHICLE SIGNAL PHASES 2 & 6 OPERATE REVISIONS I I• i 0 INPLACE LOOP DETECTORS I HEREBY CERIIFl THAT THIS PLAN WAS PREPARED BY ME OR NUMBER SIZE (FT.) LOCATION STATUS Dl -1, D5-1 2-6x6 20' & 50' INPLACE D1-2, D5-2 2-6x6 5' & 35' INPLACE 92-1, 132-2 6x6 120' INPLACE D3-1 6x10 30' INPLACE 54-1, D8-1 6x6 20' INPLACE D4-2, DB -2 6x6 5' INPLACE D4-3, D8-3 6x6 5' INPLACE D6-1, D6-2 6.6 475' INPLACE D7-1 6x6 60' INPLACE ALL LOOP DETECTORS ARE PVC LOOP DETECTORS PER MnDOT STANDARD PLATE 8132 AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). LOCATION = DISTANCE FROM CROSSWALK TO FRONT OF LOOP DETECTOR IN FEET, 4" RSC INPLACE — 8-2/c 14 (A -A) 4 12/C-12 (REMOVE) 7 3/C=12 F & I - 2-3/C 18 (VIDEO) 8 2/C=14 (A -A) 2 3/C-20 2 3/C=12 IL UMI 2' NSC O F2" RSC 2-2/Cr12 ILUMI 12 2D 10 0 20 40 scale feel OINPLACE WOOD POLE (SOP) B (MAINTAINT 2" RSC RISER AND WEATHERHEAD INPLACE) 1I TO SERVICE CABINET: 3-1/c 2 000 13 \B� T0: SOP 11• _ _ _ _ _ _ cc NUC INPL- 2-2Ac 14 �`gIlry 1 2-2/C=t4 (REMOVE)ACE (A -A) 161 V,- ® S_2 'F===============-=======— =.___-==____=__==___-__== Q 0j 8-2 - Q 8-1 w ' p 6.2 b 9_60+0g — 6-7 n_ -" --..- 7 I -t5 ___ w01 & 86 EVP p 5�I = 1 d0 2 , u - E� > u L no,_, 18 (VIDEO) 11 LJ� 7 1-2 rT-+ W O O SYSTEM 10: METER ADDRESS: OLD SYSTEM ID: V_4 AA 96-- ---5-,—I 02 & 05 EVP V-2 O AA b A 0 12• d �11nn0 T.E. 4' RSC 14' ------ 2-12/C=12 INPLACE - 6-2/c 14 (A -A) 6-2/C=I4 �-.�12• (REMOVE) ____--_ 1-3/C+Y20 F & I -1-3/C 18 (VIDEO) p 1-2 O1 -I 1-3/CC.12 ILUM;4-- (A -A) -.I-.-"---"--- + 2' RSC 12' m P IC_ 14' CSAH 75 (E. BROADWAY) 55 MPH N I W z _______ ______ U �4". RSC j INPLACE - 4-2/c 14 (A -A) 2-I '2-12/C=12 (REMOVE) T8-1 /i/5 2 4-3/C=12 F & I -1-3/C 18 (VIDEO) _a 2/C=14 (A -A) 1-3/C=20 /i 'i 3/C=12 IWMI 2' fl6L i 4L2 NMC 4-2/C=14 �Y" RSC. THREAD d 6 INPLACE - 4-2/c 14 CAP BOTH ENDS 14' ` (REMOVE) (A -A) SIGNAL HEAD STATUS: 1 = REMOVE IN-PLACE OVERHEAD 3 OR 5 SECTION SIGNAL AND F & I NEW OVERHEAD 4 -SECTION SIGNAL ON END OF MAST ARM. 2 = REMOVE IN-PLACE POLE MOUNTED 3 OR 5 SECTION SIGNAL AND F & I NEW POLE MOUNTED 4 -SECTION SIGNAL (ON NEW BRACKETING). O = INPLACE LED (REUSE INPLACE). 4--= F & I NEW LED INDICATION. FYA = FLASHING YELLOW ARROW LED SIGNAL HEADS I HEREBY CERIIFl THAT THIS PLAN WAS PREPARED BY ME OR SIGNAL HEAD # R ALL 12' INDICATIONS I Y I FYA G I STATUS 1-1 4-4-4- 4- _1 . -2 0-4-4- H 2 2-1, 2-2, 2-3 O O O INPLACE A 3-1 H On O 1 3-2 4-4—+— H 2 4-1, 4-2 O 0 O INPLACE 5-1 H H H1 5-2 2 6-1, 6-2, 6-3 0 0 0 INPLACE 7-1 4- 4-4-INPLA 1 7-2 2 8-1, 8-2 10101 O CE STATE PROJECT NO. 8823-411 / I HEREBY CERIIFl THAT THIS PLAN WAS PREPARED BY ME OR REVISE SKWAL SYSTEM 'J' UNDER MY DIRECT SIIPERMSION AND THAT I AMA DULY UCEHSED PHONE: (B51) 490-2000TERDR PROEISSIM& ENGINEER UNDER THE LAMS OF TIE STATE OF MINNESOTA NTI'�iSECTION LAYOUT _ 3535 VPBNAIS CENTER OR. ST PAU1� MN 55110 SEH �(/�Q-/%f , � Namc John M. IXoy, PE NOBRrraL rRANc� CSAH 75 (EA.YT BROADWAY) AT NDol.e acrloouer Oalr�023 uc No. � IN MONTKnLO, WFtlOHT COUMY 52 NOTES: 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) A DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3)AA DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED, INSTALLED & MADE OPERATIONAL BY THE CONTRACTOR AS PART OF THIS PROJECT (ADD -ALTERNATE BID). 4) SEE SHEET 50 FOR GENERAL SIGNAL SYSTEM J NOTES, CABINET NOTES, AND DETAILED POLE NOTES. STATE NO. 8823-411 T'•. NMC 2 ,, �2-2/CA14 INPLACE 2-2/c 14 (REMOVE) — (A -A) SYSTEM 0: TE.J METER ADDRESS: OLD SYSTEM ID: - - UNDER®MYDIRECT SUPERMRON AND TAT IMAM AA DULY DCENSED ME) BY ME OR PflOFE551^ONAL D40NEER UNDER NE LAWS OF THE STATE OF MINNESOTA W� �^ �� Namc JMn M. peY• PE po Mav 23 2023 Ui No. 2245]_ ..o.occ ccvc== cc=oc=vo=ce000=_ A!1 °'h7 f� 5G '�, REVISIONS 3 - =-f-- ------- ---i-- -- -- - ----- =1-_. CSAH --BROADWAY D6-2 75 (E 55 NfPH .. N 5+00 w- - - - - --------------------- I-----------------------I-------- -------� - z J = 965_+00 -- - NOTES: 1) ALL CABLES AND CONDUCTORS (FROM THE CABINETS TO EACH POLE BASE AND HANDHOLE), CONDUITS, HANDHOLES, POLES, AND PUSH BUTTON STATIONS ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE AS PART OF THIS PROJECT, EXCEPT WHERE BOXED IN AND DENOTED OTHERWISE. 2) A DENOTES NEW SIGNAL HEAD TO BE FURNISHED & INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (REPLACING EXISTING SIGNAL HEAD AT/NEAR THE SAME LOCATION). 3)AA DENOTES NEW VIDEO DETECTOR CAMERA TO BE FURNISHED, INSTALLED & MADE OPERATIONAL BY THE CONTRACTOR AS PART OF THIS PROJECT (ADD -ALTERNATE BID). 4) SEE SHEET 50 FOR GENERAL SIGNAL SYSTEM J NOTES, CABINET NOTES, AND DETAILED POLE NOTES. STATE NO. 8823-411 f DRAWN BY., JMG DESIGNER: JMG S CHECKED BY: JMG 2 DESIGN TEAM SYSTEM 0: TE.J METER ADDRESS: OLD SYSTEM ID: IPROJECT PHONE (851) 490-2000 3T. 1 VAONAIS CENTER DR. C{J ST. PAUL, MN 55110 SEH UNDER®MYDIRECT SUPERMRON AND TAT IMAM AA DULY DCENSED ME) BY ME OR PflOFE551^ONAL D40NEER UNDER NE LAWS OF THE STATE OF MINNESOTA W� �^ �� Namc JMn M. peY• PE po Mav 23 2023 Ui No. 2245]_ REVISE S VAL SYSTEM 'J' INTEFiSECT10N LAYOUT CBAH 75 � BROADWAY) AT MIDDLE BCIHOOL/HOBPfTAL BJIRANCES N MONTIC9.LO, WRIGHT COIMIY A!1 °'h7 f� 5G [MDATE REVISIONS NOTES: 1) ALL ITEMS OF THIS SIGNAL SYSTEM ARE INPLACE AND SHALL BE REUSED AND MAINTAINED INPLACE, UNLESS OTHERWISE NOTED ON PLANS. 2) SEE SPECIAL PROVISIONS FOR COUNTY FURNISHED MATERIALS. 3) ALL HANDHOLES ARE PVC HANDHOLES WITH METAL FRAMES AND COVERS AND ARE INPLACE (REUSE AND MAINTAIN INPLACE). 4) ALL PEDESTRIAN SIGNAL HEADS ARE ONE—SECTION LED "HAND/ WALKING PERSON" INDICATIONS AND ARE INPLACE (REUSE AND MAKE OPERATIONAL AS SHOWN). 5) ANY DAMAGE TO INPLACE TRAFFIC SIGNAL FACILITIES (CONDUIT, CABLES, HANDHOLES, SIGNAL POLES, ETC.), DUE TO TRAFFIC SIGNAL REVISION WORK, SHALL BE REPAIRED BY CONTRACTOR TO SATISFACTION OF ENGINEER, AT NO EXPENSE TO CITY OR COUNTY. 6) CONTRACTOR SHALL MAINTAIN OPERATION OF THE SIGNAL SYSTEM AT ALL TIMES, EXCEPT AS OTHERWISE APPROVED BY ENGINEER. 7) ALL NEW VEHICULAR SIGNAL HEADS SHALL HAVE BACKGROUND SHIELDS FURNISHED & INSTALLED BY CONTRACTOR. ALL INPLACE VEHICULAR SIGNAL HEADS BEING REUSED AS PART OF THE REVISE SIGNAL SYSTEM HAVE BACKGROUND SHIELDS (REUSE & MAINTAIN INPLACE). 8) F & I = NEW, FURNISH AND INSTALL. S & I = INPLACE, SALVAGE AND INSTALL. 9) ALL NEW VEHICULAR SIGNAL HOUSINGS, BACKGROUND SHIELDS AND VISORS SHALL BE FABRICATED USING BLACK POLYCARBONATE MATERIALS. SEE SPECIAL PROVISIONS. 10) SEE SPECIAL PROVISIONS & DETAILS REGARDING NEW SIGN PANELS TO BE FURNISHED & INSTALLED BY CONTRACTOR (INCLUDED AS PART OF PAY ITEM FOR ITEM NO. 2565 — REVISE SIGNAL SYSTEM 11) BASE BID — CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL INPLACE IN—PAVEMENT LOOP DETECTORS AND KEEPING THESE LOOP DETECTORS IN OPERATION AS PART OF THE REVISE SIGNAL SYSTEM "J" WORK (INCIDENTAL). ADD ALTERNATE BID — CONTRACTOR IS RESPONSIBLE FOR REMOVING AND DISPOSING OF ALL IN—PLACE 2/C 14 LOOP DETECTOR LEAD—IN CABLES FROM THE ENTIRE SIGNAL SYSTEM (INCLUDING LOOP SPLICE KITS IN EACH HANDHOLE), CUTTING LOOP WIRES FROM THE STREET TO BE INSIDE EACH LOOP CONDUIT TO THE ROADWAY, DUCT SEALING ALL LOOP CONDUITS AND ALSO ALL ENDS OF CONDUITS LEADING TO ADVANCE LOOP DETECTOR LOCATIONS, AND SALVAGING ALL LOOP DETECTOR CARDS IN THE CABINET TO THE COUNTY. CONTRACTOR SHALL ALSO FURNISH, INSTALL & MAKE OPERATIONAL A NEW 4 CAMERA VIDEO DETECTION SYSTEM (CABINET COMPONENTS, VIDEO DETECTOR CAMERAS, CABLES), ALONG WITH ALL REQUIRED MAST ARM EXTENSION MOUNTING HARDWARE, AIMING, AND PROGRAMMING OF THE NEW VIDEO DETECTION SYSTEM. ALL ADD—ALTERNATE VIDEO DETECTION SYSTEM WORK (INCLUDING REMOVAL OF LOOP DETECTOR CABLES AND ABANDONMENT OF IN— PAVEMENT LOOP DETECTORS) WILL BE MEASURED AND PAID FOR SEPARATELY UNDER ITEM NO. 2565 (VIDEO DETECTOR SYSTEM J). (A—A) DENOTES CABLE REMOVAL AND INSTALLATION WORK TO BE COMPLETED BY CONTRACTOR IF ADD—ALTERNATE BID IS ACCEPTED. O(INPLACE PA100 POLE FOUNDATION MAINTAIN TYPE PA100—A-50—D40-9 (DAVIT AT 350 DEG) INPLACE) 1—ONE WAY SIGNAL—OVERHEAD AT 15' (8-2) TYPE 10B — POLE MOUNTED 270 DEG (8-1, P8-2) 2—PED PUSH BUTTONS AND SIGNS (R10 -3b) ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (08,3) EXTENDED INTO HH 1: 3" RSC 2-12/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL—OVERHEAD AT 0' (OLD 8-3, 5—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 0 DEG (OLD 5-2, 3—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 0 DEG 1—STREET NAME SIGN PANEL—OVERHEAD AT 18' LUMINAIRE-250 W HPS INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P6-1) (S & 1) F & I 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 3-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 5-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 5-2, P6-1) CAP MAST ARM HUB AT 0 DEG R10—X12 SIGN PANEL—ADJACENT TO 3-1 STREET NAME SIGN PANEL—OVERHEAD (D-35) STREET NAME SIGN PANEL—OVERHEAD (D-36) LUMINAIRE—LED (40' MOUNTING HEIGHT) ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM J) F & I 1—VIDEO CAMERA—MAST ARM MOUNTED AT 8' AND FACING NB TRAFFIC (V-1) (08,3) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRO BRACKET) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) OINPLACE PA100 POLE FOUNDATION (MAINTAIN TYPE PA100—A-50—D40-9 (DAVIT AT 350 DEG) INPLACE) 2—ONE WAY SIGNALS—OVERHEAD AT 13', 25' (2-3, 2-2) TYPE 10B — POLE MOUNTED 270 DEG (2-1, P2-2) 2—PED PUSH BUTTONS AND SIGNS (R10 -3b) 2—R6-1 (ONE WAY) SIGNS—POLE MOUNTED 0/180 DEG ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (02,5) EXTENDED INTO HH 5: 3" RSC 2-12/c 12 4-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL—OVERHEAD AT 0' (OLD 5-1, 3—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 4-4, 5—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG LUMINAIRE-250 W HPS INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P8-1) (S & 1) F & I i 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 5-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 7-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 7-2, P8-1) R10—X12 SIGN PANEL—ADJACENT TO 5-1 LUMINAIRE—LED (40' MOUNTING HEIGHT) OINPLACE PA100 POLE FOUNDATION 4 (MAINTAIN TYPE PA100—A-45—D40-9 (DAVIT AT 350 DEG) INPLACE) 2—ONE WAY SIGNALS—OVERHEAD AT 13', 25' (6-3, 6-2) TYPE 10B — POLE MOUNTED 270 DEG (6-1, P6-2) 2—PED PUSH BUTTONS AND SIGNS (R10 -3b) 2—R6-1 (ONE WAY) SIGNS—POLE MOUNTED 0/180 DEG ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (06,1) EXTENDED INTO HH 10: 3" RSC 2-12/c 12 4-3/c 12 1-3/c 20 1-3/c 12 (LUM) ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM J) F & I 1—VIDEO CAMERA—MAST ARM MOUNTED AT 8' AND FACING EB TRAFFIC (V-2) (02,5) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRID BRACKET) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) INPLACEONE WAY SIGNAL—OVERHEAD AT 0' (OLD 1-1, 3—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 90 DEG (OLD 8-4, 5—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG LUMINAIRE-250 W HPS INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P4-1) (S&1) F & I i 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 1-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 3-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 3-2, P4-1) R10—X12 SIGN PANEL—ADJACENT TO 1-1 LUMINAIRE—LED (40' MOUNTING HEIGHT) ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM J) F & I 1—VIDEO CAMERA—MAST ARM MOUNTED AT 8' AND FACING WB TRAFFIC (V-4) (06,1) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRO BRACKET) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) OINPLACE PA100 POLE FOUNDATION 3 (MAINTAIN TYPE PA100—A-35—D40-9 (DAVIT AT 350 DEG) INPLACE) 1—ONE WAY SIGNAL—OVERHEAD AT 10' (4-2) TYPE 10B — POLE MOUNTED 270 DEG (4-1, P4-2) 2—PED PUSH BUTTONS AND SIGNS (R10 -3b) ONE WAY EVP DETECTOR & CONFIRMATORY LIGHT AT 6' (04,7) EXTENDED INTO HH 7: 3" RSC 2-12/c 12 3-3/c 12 1-3/c 20 1-3/c 12 (LUM) INPLACE ONE WAY SIGNAL—OVERHEAD AT 0' (OLD 4-3, 5—SECTION) (REMOVE) ONE WAY SIGNAL—POLE MOUNTED 0 DEG (OLD 1-2, 3—SECTION) TYPE 10B BRACKETING—POLE MOUNTED 0 DEG 1—STREET NAME SIGN PANEL—OVERHEAD AT 12' LUMINAIRE-250 W HPS INPLACE — 1—SET CD PED INDICATIONS—POLE MOUNTED 90 DEG (P2-1) (S&1) F & I 1—ONE WAY SIGNAL AND MOUNT—OVERHEAD AT 0' (NEW 7-1) 1—ONE WAY SIGNAL—POLE MOUNTED 90 DEG (NEW 1-2) TYPE 10B BRACKETING—POLE MOUNTED 90 DEG (FOR 1-2, P2-1) CAP MAST ARM HUB AT 0 DEG R10—X12 SIGN PANEL—ADJACENT TO 7-1 STREET NAME SIGN PANEL—OVERHEAD (D-37) STREET NAME SIGN PANEL—OVERHEAD (D-38) LUMINAIRE—LED (40' MOUNTING HEIGHT) ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM J) F & I I 1—VIDEO CAMERA—MAST ARM MOUNTED AT 8' AND FACING SB TRAFFIC (V-3) (04,7) MAST ARM MOUNTING HARDWARE FOR VIDEO CAMERA (6' EXTENSION AND ASTRO BRACKET) 3/4" KBR HUB AT 8' FROM END OF MAST ARM (FOR VIDEO) 1-3/C 18 (VIDEO) OINPLACE EQUIPMENT PAD FOUNDATION (MAINTAIN SIGNAL SERVICE CABINET (NON SSB—WITH BATTERIES) INPLACE) 3" RSC STUB OUT FROM CONTROLLER CABINET I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. „• /(// Name: John M. Gray, PE Date: May 23, 2023 Uc. No. 22457 (THREADED/CAPPED FOR FUTURE USE) 5� 52 SERVICE CABINET TO HH 13: 2" RSC NO. BY DATE REVISIONS 3-1/c 2 CONTROLLER CABINET TO SERVICE CABINET: 1.25" RSC 2-1/c 6 1-1/c 6 INS. GR. SERVICE CABINET TO HH 1: 2" RSC 4-3/c 12 (LUM) ADD ALTERNATE BID ITEM CONTROLLER CABINET TO HH 1: (VIDEO DETECTOR SYSTEM J) 2" AND 4" RSC 4-12/c 12 INPLACE — 8-2/c 14 7-3/c 12 (REMOVE) 8-2/c 14 F & I — 2-3/C 18 (VIDEO) 2-3/c 20 CONTROLLER CABINET TO HH 12: 2" AND 4" RSC ADD ALTERNATE BID ITEM 4-12/c 12 (VIDEO DETECTOR SYSTEM J) 7-3/c 12 8-2/c INPLACE — 8-2/c 14 20 2-3/c 2 (REMOVE) ( F & I — 2-3/C 18 (VIDEO) INPLACE — CONTROLLER AND CABINET (SALVAGE) INSTALL — CONTROLLER AND CABINET (FURNISHED BY COUNTY) ADD ALTERNATE BID ITEM (VIDEO DETECTOR SYSTEM J) INPLACE — VIDEO DETECTION CARD AND CABINET EQUIPMENT (REMOVE) F & I = VIDEO DETECTION CARD AND CABINET EQUIPMENT f STATE PROJECT NO. 8823-411 DRAWN BY: JMG z DESIGNER: JMG CHECKED BY: JMG R DESIGN TEAM SYSTEM ID: T.E. METER ADDRESS: OLD SYSTEM ID: / / PHONE: (651) 490-2000 3535 VADNAIS CENTER DR. ST. PAUL, MN 55110 SEH I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. „• /(// Name: John M. Gray, PE Date: May 23, 2023 Uc. No. 22457 REVISE SIGNAL SYSTEM "J" SIGNAL SYSTEM NOTES CSAH 75 (EAST BROADWAY) AT MIDDLE SCHOOL/HOSPffAL ENTRANCES IN MONTICELLO, WRIGHT COUNTY 5� 52 NO. BY DATE REVISIONS SERVICE CABINET ## Oq ## 6-1 RED r '— RED B-1 LUMINAIRE Q CONDUCTOR COLOR CODING 6-16-21-1.. 6-33-2- 6-1 YEN 6-1 GRN - W Z = YEL 8-1 CRN 8-1 46 m — NEU 8-1.6-2 HH 13 _ 6-2.6-1 NEU RED ---_:,"--ftED a-2 LUMINAIRE 2 O 0 _ '- 6-2 6-2 YEL 22 (aj _ -" YEL a-2 47 SIGNALS 51 51 51 BL BL 5/Cult 6-2 GRN W ___ -' GRN 0-2 NEUTRAL S.O.P. WH WH ## LUMINAIRE Q3 LIGHTING R/BLK G O/BLK 223 1-1 1-1 gGRN O - WLK PB-2 4 12/C412 1-1 YLTA C DWK PB-2 -_- BL/BLK WH/BLK R }yH 3/Cut2 1-1 GLTAEOG LUMINAIRE 4 INPUT POWER BILK RLK O _ EOGSPR ' 4B BLK/WH T2j_-j 6-3 RED U RLTA 5-2 G/BLK R OR 0 6-3 YELWH -- YLTA 5-2 SIGNAL O OR YEL 3/CA20 6-3 GRH - GLTA 5-2 ELK OR BL DETECTOR 01&06 EYP LIGHT 6-3 NEU -` NEU 5-2 .SERVICE BLK SPR "" 23 "+ FYLA 5-2 2-1 /CA6 BLK 30 26 2/C 14 ¢ 1-1 FYLA "" 2 -� "* SPR O ## ## NOTES: WH CLEAR PG-2 P86-2 PB4-1 a ¢ 1 3-2 RLA ** --- 3-2 NEU "" - ** NRLAEU 3-1 *" NEU 3-1 8-1 8-2 6-2 OO� -O O - 5-2 3-i i) ALL CABLES & CONDUCTORS (FROM CABINETS TO EACH POLE - 3-2 GLA ++ ** GLA 3-1 BASE AND HANDHAE), CONDUITS, POLES, AND NOTE: ALL TERMINAL BLOCK CONNECTIONS 29 27 41 LOOP DETECTORS ARE INPLACE AND SHALL BE REUSED AND SHALL SHALL BE ARRANGED AS SPECIFIED ABOVE 0 GLA** 33 �1 MAINTAINED INPLACE AS SHOWN, EXCEPT WHERE DENOTED P4 1 3-22 FYLA ** ** FriAGLA BY A (A = NEW CABLES AND CONDUCTORS TO BE FURNISHED w EQ.G EQ.G AND INSTALLED BY THE CONTRACTOR AS PART OF REVISE LUMINAIRE 4 49 28 Q- 4-1 RED RED 2-1 SIGNAL SYSTEM °J' WORK). r 4-1 GRN YEL 2-t GRN 2-1 t —[I2 2) CA DENOTES NEW OR REVISED TERMINATIONS ON INPLACE VIDEO CAMERA 63♦ V-4 (06,1) N a ^'� 4-2.4-1 NEU NEU 2-1.2=2 CABLES. ~ (3/C HH 10 HH 12 18) (A-A) 4-2 RED - RED 2-2 3) +" DENOTES REVISED TERMINATIONS/LABELING ON INPLACE 37 36 35 22-42 4-2 YEL 24 3 YEL 2-2 �' CABLES & CONDUCTORS IN POLE BASES, HANDHOLES, AND IN 24.25.31 -34. 22 -42. 4-2 GRN GRN 2-2 CONTROLLER CABINET. 39-42.48 48.49 P4-2 NEU NEU 5-1 v P4-2 WLK RLTA 5-1 03 & 08 EVP DETECTOR 23 & 08 EVP LIGHT 4) V DENOTES NEW SIGNAL HEAD TO BE FURNISHED AND 39-42 (REMOVE, '6 A-A) c P4-2 DWK YLTA 5-1 INSTALLED BY CONTRACTOR AS PART OF THIS PROJECT (F & I, A-A) a¢ m SPR BETA 5-1 8 5 (REPLACING EXISTING SIGNAL HEAD AT/NEAR SAME LOCATION). < - EOG EOG PG-I 5) 4- DENOTES NEW VIDEO DETECTOR CAMERA TO BE PBS-1 PBS-2 1 v c 0 TO 1-2 RLTA RED 2-3 FURNISHED, INSTALLED AND MADE OPERATIONAL BY THE 0 0Si HH 1 1-2 YLTA YEL 2-3 7 6 CONTRACTOR AS PART OF THIS PROJECT (ADD ALTERNATE). a o I-2 GLTA - GRN 2-3 6) IF ADD-ALTERNATE BID IS ACCEPTED, CONTRACTOR SHALL Q.. w ABANDON (A-A) HH 11 ¢ 1-2 NEU- ** 25 NEU 2-3 ** SPR LUMINAIRE t REMOVE AND DISPOSE OF INPLACE CABLES 14-21 AND 35-42, 1-2 FYLA rs 4 ** FYLA 5-1 46 60♦ VIDEO CAMERA AND SHALL ABANDON ALL LOOP DETECTORS IN THE ROADWAY. '• 0 38 SPR ¢ 36 7-1 RLA ++ ++ RLA 7-2 (A-A) DENOTES RELATED TO ADD-ALTERNATE BID ITEM. (A-A) �3�C(08) • v - n m 7-1 NEU ** +" NEU 7-2 ^ m 38 (REMOVE, A-A)] 7-1 YLA ** ** YEA 7-2 HH I H 4 7-1 GLA ** +* GLA 7-2 7-1 FYLA "" +* FYLA 7-2 16 17 3.4.9-13. m EQ.G EQ.G 1-21 3.4,9-13.16-21.47 16-21.47 n m i o W & 06 26 5 03 & 06 ¢ 48.49 16-21 (REMOVE, A-A) 18-21 (REMOVE, EVP EVP ¢ AN 161 (F & I, A-A) 61i (F & I, A-A) HH 9 ABANDON (A-A) - LIGHT P86-2 NEU 27 6 LIGHT PB6-1 NEU m < - al c 14-15 (REMOVE, A--A) ^' i f Q P84-I PB 8-2 0 - o d ABANDON (fi 3 39 WLK P4-1 28 7 WLK PG-1 HH 2 HH - OS-2 O ## ## NEU P4-1 NEU P6-1 z - 0 4-14-2 P4-2 1-2 7-1 DWK P4-1 WLK P6-2 OWK P6-1 03 & 08 m ry 1415 14 15 ## 2 ## 40 05-1 z NEU P6-2 28 8 EVP _ m DWK P6-2 DETECTOR 01 & 0630 9 02 & 05 EVP EVP DETECTOR LIGHT 24 25 - 04 & 07 EVP 3I 10 PB 2-2 NEU 3 4 LIGHT PB 8-1 P82-1 32 it WLK P2-2 ABANDON w NEU P84-2. NEU P2-2 DWK P2-2 U WLK P2-1 3312 WLK P8-1 NEU P2-1 NEU P8-1 04 & 07 £VP DETECTOR I & 07 EVP LIGHT DWK P2-1 OWK P8-1 TO S>� 34 31 04 & 07 02 & 05 HH 13 02&05 EVP DETECTOR 02&05 EVP LIGHT EVP 34 73 EYP _ 13 9 p2_I P132-I P84_2 DETECTOR DETECTOR 33 32 35 14 PB-3 P62-2 PB8-1 04-2 D6-1 12 10 Q 04.-3 36 15 D6-2 ---� VIDEO CAMERA 62A 48 62AV-3 (04.7) ¢ 37 16 a a 60� VIDEO CAMERA V-1 (08,3) 1 P2-2 m LUMINAIRE _ (A-A) (3/C 18) D4-4 Dt_2 (A-A) (3/C 18) 1 47 11 F�— LUMINAIRE 2Q 0 38 17 0 HH 7 D7-1 Z DI-1 61 VIDEO CAMERA rc 39 18 w V-2 (02.5) HH 6 NH 5 (A-A) 24.25.31-34 41.42 41 42 D5-2 D8-1 (3/C 18) '19 41-42.48 t4 a DSN 40 19 08-2 .v 62,& VIDEO CAMERA 21 20 18 16-21 3.4.9-13.18-21.47 _ (A-A) 41-42 (REMOVE. A A) ` - M° S7 20 a (3/C 18)7) A) 62A (F & I, A A) � 41-42 (REMOVE, A-A) 04-3 42 2] 08_3 VIDEO CAMERA 6B-21 ((REMOVE, A� D4-4 03-1 63♦ V-4 (06,1) 18-21 (REMOVE, A-A) H a x (A -A) (3/C 18) n rry T 50 SIGNAL o m m m ABANDON (A-A) ABAN-STA NDO(A--A)] SERVICE TE PROJECT NO. 8823-411 I RETE SIGtJAL SYSTEM �J� DRAWN BY: JMG SYSTEM ID: T.E. l UNDBt®MY 11 ECT SUPEAN90N AND 1HATT AM Am DULY LICENSED 51 ` JMG PHONE (651) 490-2000 PROfF55^0NAL OHONEER UNDER TIE UIS OF THE STAIE DF MINNESOTA FIELD WIFBNG DIAGRAM DESIGNER: METER ADDRESS: 3535 VALNMS CENTER DR. y CHECKED BY: JMG OLD SYSTEM ID: ST. PAUL MN 55110 W� "I /,�. Nomc JaM1n M. Gray, PE O$qt{7$(EABj BBDADV/A`()AT&�DLE BCiIOOL�FIOBPffAL B7fRANOE$ G6] N0. BY DALE REV1510N5 DESIGN TEAM SEH bole: May 23. 2ZJ Ui N. M 52_ N MONTKELLO, WF%(i'IT tY71JNTY ML 6-1 6- f -1 O 22 23 01&06 EYP DETECTOR 01&06 EVP LIGHT 30 26 PG -2 P86-2 P84-1 29 27 P4-1 LUMINAIRE,& 49 28 HH 30 HH 24,25.31-34. 37 36 35 22_42. 39-42.48 48.49 i M N Q P 0 0 0 38 i 0 3 4-1 4-2 P4-2 e0 04 & 07 EVP DETECTOR 04 & 07 EVP LIGHT 34 31 P2-1 P82-1 PB4-2 LUMINAIRE &]! 48 . . i HN A24.25.31-34 41.42 41 j °i 41-42.48 gal NOTE: EXISTING PLAN REPRESENTS THE BEST N N INFORMATION AVAILABLE FOR THIS SIGNAL SYSTEM, AND IS BEING PROVIDED FOR " a INFORMATIONAL PURPOSES ONLY. TO NH 1 CONTROLLER CABINET Q i Q 6-1 REO 03 & 08 EVP LIGHT RED B -I 5 6-1 YEL PB6-1 P88-2 YEL 8-1 6 5-1 GRN GRN8-1 6-2.6-1 NEU NEU 8-1.8-2 6-2 RED RED 8-2 6-2 YEL 22 I YEL B-2 6-2 GRN ---- GRN 6-2 1-1 NEU _.--- NEU P8-2 1-1 RLTA WLK P8-2 t-1 YLTA DWK P13-2 t-1 GLTA SPR EOG EOG 6-3 RED RLTA S-2 6-3 YEL YLTA 5-2 6-3 GRN OLTA 5-2 6-3 NEU NEU 5-2 8-4 RED 23 RED B-3 8-4 YEL 2 YEL B-3 B-4 CRN GRN 8-3 8-4 NEU NEU 8-3 SPR SPR 6-4 YLTA YLTA 8-3 8-4 GLTA GLTA 8-3 EOG - EOG 4-1 RED RED 2-1 4-1 YEL YEL 2-1 4-i GRN GRN 2-1 4-2.4-1 NEU NEU 2-1.2-2 4-2 RED RED 2-2 4-2 YEL 24 3 YEL 2-2 4-2 GRN GRN 2-2 P4-2 NEU NEU 5-1 P4-2 WLK RLTA 5-1 P4-2 OWK YLTA 5-1 SPR GLTA 5-1 EOG EOG 1-2 RLTA RED 2-3 1-2 YLTA YEL 2-3 1-2 GLTA GRN 2-3 1-2 NEL' -- - 25 NEU 2-3 4-3 REO RED 4-4 4-3 YEL _4 YEL 4-4 4-3 GRN CRN 4-4 4-3 NEU NEU 4-4 SPR SPR 4-3 YLTA YLTA 4-4 4-3 GLTA GLTA 4-4 EOG EOG 01 & 06 26 5 1 03 & 08 [VP EVP LIGHT LIGHT P86-2 — 27 6 PB6-1 NEU NEU P84-1 PB 8-2 WLK P4-1 28 7 WLK PG -I NEU P4-1 NEU P6-1 OWK P4-1 OWK P6-1 WLK P6-2 2 8 03& 08 NEU P6-2 EYP OWK P6-2 DETECTOR 01 & 06 3O 9 82 & 05 EVP EVP DETECTOR LIGHT 04 & 07 31 10 PB 2-2 EVP NEU LIGHT PB 8-1 P82-1 32 11 WLK P2-2 NEU NEU P2-2 PO4-2 OINK P2-2 VLK P2 -I 33 12 WLK P8-1 NEU P2-1 NEU P8-1 DWK P2-1 DWK PB -1 04 It 07 34 f3 02 & 05 EVP EVP DETECTOR DETECTOR 04-2 35 14 D6-1 04-3 36 15 D6-2 n4-4 37 16 01-2 D7-1 38 17 01-1 05-2 39 18 D8 -t 05-1 40 19 08-2 D4-3 41 20 08-3 04-4 42 21 03-1 50 SIGNAL SERVICE DRAWN BY: JMG § SYSTEM ID: f DESIGNER: s JMG METER ADDRESS: CHECKED BY: JMG OLD SYSTEM ID: K DESIGN TEAM NO. BY DATE REVISIONS SERVICE CABINET VAIRE ,1 HH 13 VAIRE SIGNALS NEUTRAL 5t 51 VAIRE Q3 LIGHTING VAI -RE A INPUT POWER 3-1/Cu0 SIGNAL SERVICE HH I 1-21 48.49 Q HH 2 CONDUCTOR COLOR CODING R R 0 0 BL BL 5/C=12 WH WH R/BLK C t2/C++t2 O/BLK BL/BLK R WH /BL K3/C2 BLK BLK BLK/WH G/BLK R OR 0 G WH OR YEL 3/C420 BLK OR BL BLK 2-1 /C#6 BLK WH CLEAR 77 NOTE: ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE 16 17 3.4.9-13.16-21.47 N 0 0 i HH 3 14 15 14.15 2-10 5-1 `�l -3 4-4 TO HH 13 02&05 EYP T.E. // PHONE: (651)0 3535 VADN AIS CENTERENTER OF SEH ST. PAUL, MN 55110 LUMINAIRE 2© MH fi 21 20 19 18 r 16-21 rl N 4 O O O C P 98 17C VARING DIAGRAM 4 3.4.9-13, 16-21.47 02&05 EVP LIGHT 13 1 9 1 P82-2 P98-1 12 10 P2-2 HH 5 3.18-21.47 S.A.P. 86-675-12 SIGNAL PLAN SHEET 89OF 118 SHEETS STATE PROJECT NO. 8823-411 EXISTING SIGNAL SYSTEM 'J' 52 'FOR INFORMATION ONLY' (FIELD WIRING DIAGRAM) CSAR 75 (EAST BROADWAY) AT MIDDLE SCHOOL/HOSFTTAL ENTRANCES 52 IN MONTIC:ELLO, WRIGHT COUNTY Q i Q 33 & 08 EvP DETECTOR 03 & 08 EVP LIGHT 8 5 P6-1 PB6-1 P88-2 7 6 .UMINAIRE 1 HH I 1-21 48.49 Q HH 2 CONDUCTOR COLOR CODING R R 0 0 BL BL 5/C=12 WH WH R/BLK C t2/C++t2 O/BLK BL/BLK R WH /BL K3/C2 BLK BLK BLK/WH G/BLK R OR 0 G WH OR YEL 3/C420 BLK OR BL BLK 2-1 /C#6 BLK WH CLEAR 77 NOTE: ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE 16 17 3.4.9-13.16-21.47 N 0 0 i HH 3 14 15 14.15 2-10 5-1 `�l -3 4-4 TO HH 13 02&05 EYP T.E. // PHONE: (651)0 3535 VADN AIS CENTERENTER OF SEH ST. PAUL, MN 55110 LUMINAIRE 2© MH fi 21 20 19 18 r 16-21 rl N 4 O O O C P 98 17C VARING DIAGRAM 4 3.4.9-13, 16-21.47 02&05 EVP LIGHT 13 1 9 1 P82-2 P98-1 12 10 P2-2 HH 5 3.18-21.47 S.A.P. 86-675-12 SIGNAL PLAN SHEET 89OF 118 SHEETS STATE PROJECT NO. 8823-411 EXISTING SIGNAL SYSTEM 'J' 52 'FOR INFORMATION ONLY' (FIELD WIRING DIAGRAM) CSAR 75 (EAST BROADWAY) AT MIDDLE SCHOOL/HOSFTTAL ENTRANCES 52 IN MONTIC:ELLO, WRIGHT COUNTY City Council Agenda: 6/12/2023 21. Consideration of adopting Resolution 2023-46 calling for a public hearing on June 26, 2023 for vacation of drainage and utility easements as legally described for a portion of Country Club Manor 2"d Addition Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 6/12/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer City Administrator ACTION REQUESTED Motion to adopt Resolution 2023-46 calling for a public hearing on June 26, 2023, for vacation of drainage and utility easements as legally described for a portion of Country Club Manor 2nd Addition. REFERENCE AND BACKGROUND The City Council is asked to call for a public hearing for the vacation of a portion of drainage and utility easements within the plat of Country Club 2nd Addition specific to the twinhome area for purposes of replatting of the twinhome lot and blocks. The replatting is proposed to address property line encroachments by the buildings, discovered in the building design and lot survey process. A portion of each of the twinhomes crosses over the property line into the common lot area. The replat of these lots to adjust the property lines for this area of Country Club Manor 2nd Addition is anticipated for consideration on June 26, in conjunction with the vacation hearing. CHC Monticello Townhomes LLC is the fee title owner of all parcels in which the current vacations are proposed, and the ownership has submitted a petition for the vacation of the noted easements. Drainage and utility easements within the common lot areas as required will be re-established within the proposed replat of Country Club Manor 2nd Addition. The City Engineer's office and Community Development Department will review the replat to verify all required public easements for drainage and utility purposes are in place and lots continue to meet subdivision and PUD approval requirements. Procedurally, Council must call for a public hearing to consider the vacation. Statute requires fourteen days between the publication of notices and the public hearing itself. City Council Agenda: 6/12/2023 City staff has prepared and sent notices to be published in the Monticello Times and notices will be sent to affected property owners. I. Budget Impact: The petitioner or their representative have provided the required vacation petition fee and escrow for consideration. II. Staff Workload Impact: Workload impact is expected at approximately 10-20 hours for review and recommendation on the vacation requests and platting. III. Comprehensive Plan Impact: Not directly applicable. The approved plat and PUD were previously evaluated for consistency with the 2040 Plan. STAFF RECOMMENDED ACTION City staff recommend adopting the resolution and calling for the public hearing. SUPPORTING DATA A. Resolution 2023-46 B. Aerial Image C. Vacation Petition D. Easement Vacation Exhibit E. Current Plat, Country Club Manor 2nd Addition CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-46 RESOLUTION CALLING FOR A PUBLIC HEARING ON VACATION OF DRAINAGE AND UTILITY EASEMENTS FOR COUNTRY CLUB MANOR 2"D ADDITION WHEREAS, pursuant to Minnesota Statutes Section 4152.851, after two (2) weeks published and posted notice of the hearing and after mailing written notice of the hearing at least ten (10) days before a hearing to each property owner affected by the proposed vacation; and WHEREAS, a public hearing on the vacation of drainage and utility easements for Country Club Manor 2nd Addition on Monday, June 26, 2023, at 6:30 PM at the Monticello City Hall: Legal Descriptions: Lot 21, Block 1, Country Club Manor 2nd Addition Lot 11, Block 2, Country Club Manor 2nd Addition Lot 11, Block 3, Country Club Manor 2nd Addition Lot 21, Block 4, Country Club Manor 2nd Addition NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF MONTICELLO, MINNESOTA: 1. The Council will consider the vacation of such easements and a public hearing shall be held on such proposed vacation on the 26th day of June, 2023 before the City Council in the Council Chambers located at the Monticello Community Center at 6:30 p.m. 2. The City Clerk is hereby directed to give published, posted, and mailed notice of such hearing as required by law. ADOPTED BYthe City Council of Monticello, Minnesota this 121h day of June, 2023. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk Country Club Manor 2nd Addition Area City Boundary Parcels rl ITV OF Monticello 1 in = 427 Ft N A June 7, 2023 Map Powered By Datafi wsb DocuSign Envelope ID: BE24EC58-BFD4-4EF3-B02A-E90AE12B4B18 DATE: June 5, 2023 TO: City Clerk City of Monticello To Whom it may Concern: CHC Monticello Townhomes LLC, fee title property owner of County Road 39 and 7th Street W., Monticello, MN 55362, petition on behalf of CHC Monticello Townhomes LLC for the vacation of the utility and drainage easements of Lot 21, Block 1, Lot 11, Block 2, Lot 11, Block 3 and Lot 21, Block 4 of the Monticello Townhomes Development. Legal description: The drainage and utility easement across Legal Descriptions: Lot 21, Block 1, Country Club Manor 2nd Addition Lot 11, Block 2, Country Club Manor 2nd Addition Lot 11, Block 3, Country Club Manor 2nd Addition Lot 21, Block 4, Country Club Manor 2nd Addition PIDs: Block 1 Parcel: 155276001210 Block 2 Parcel: 155276002110 Block 3 Parcels 155276003110 Block 4 Parcel: 155276004210 of the Monticello Townhome Development, according to the recorded plat thereof, Wright County, Minnesota. Thank You, DocuSigned by: (lit, PropertyOwner's Signature DocuSign Envelope ID: 61 F96027-5E9F-4DE6-9174-56C1 D89B8E00 CITY 01 Monticeflo CITY OF MONTICELLO V t' P +;+; Community Development a Ca I O h e l l0 h 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-27111 Commu►iity.development(a�ci.monticello.mn.us CHECK ONE: VACATION TYPE: FEE: Street $200 + escrow X Drainage and/or Utility $200 + escrow Other (please specify): $200 + escrow ESCROW: PROPERTY INFORMATION Property Address County Road 39 and 7th Street W., Monticello, MN 55362 Property Legal Description See attached page Property ID Number See attached page 4-10 PROPERTY OWNER INFORMATION Owner Name CHC Monticello Townhomes LLC Owner Address 61 St. Anthony Avenue, Suite 825, St. Paul, MN 55103 Owner Phone/Email 651-287-6408 / CHC.corp@comcast.net CHECK ONE: VACATION TYPE: FEE: Street $200 + escrow X Drainage and/or Utility $200 + escrow Other (please specify): $200 + escrow ESCROW: Commercial see escrow statement below Residential 0-3 Acres $2,000 1 unit $800 4-10 $6,000 2 + units $1000 based + $100/unit — up to $10, 000 for initial escrow 11+ $8,000 TOTAL TO BE PAID AT PETITION $ 1,600.00 Property Owner/Petitioner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this request and that the documents and information I have submitted are true and correct. I also acknowledge the Fees & Escrow Purpose explanation below and hereby agree to pay all statements received pertaining to additional petition expense and City review. Printed Name/Title: Wesley Butler/Executive Director ,DocuSigned�¢by: (Signature) WL Ntv (Date) 6-5-23 Purpose of Fees & Escrow Fees: The fees are used for publication of the public hearing notice in the Monticello Times, for postage to mail the required notice to adjacent properties as outlined by ordinance or statute and recording fees. Escrow: The City uses escrow deposits for staff and consultant time for case review and preparation of documents related to the application or petition. This may include engineering, legal, planning, and environmental consultation. Should the original escrow be exceeded, the applicant or responsible party will be billed for all additional services. It is the policy of the City of Monticello to require petitioners for vacation approvals to reimburse the City for costs incurred in reviewing and acting upon applications, so that these costs are not borne by the taxpayers of the City. These costs include all the City's out-of-pocket costs for expenses, including the City's costs for review of the application by the City's staff, Consulting Engineer, Consulting Planner, City Attorney, or other consultants. The City will invoice the petitioner for these costs within 3 months of final action on the application and payment will be due within thirty (30) days. If payment is not received as required by this agreement, the City will proceed on action to assess or lien. Payment of costs will be required whether the application is granted or denied. Revised 2020 COUNTRY CLUB MANOR SECOND ADDITION _ NORTHWEST CORNER OF NORTH LINE OF THE NW1/4 SECTION 10, T.121, R.25 OF SECTION 10, T.121, R.25 — _ NORTH QUARTER CORNER � 1 � � OF SECTION 10, T.121, R.25 ��-- N89°10'28"W--,\�,—_-- S89°10'28"E 476.35 1 ___,\ / — — — V-1� 2172.74 I / /�I I I�� \ /Ir_ IA/ Tr L)L) A /�r_ V IL_ VV I L_I \I \�-\\>L_ -7 1111 v L j IK IT\/ I II/'\I I\A/ A M U1 v I I ril\;Prl A A I zl \ CAP #15233 S88°59'40"E 400.00 CAP #15233 (/ S88°59'40"E 195.14 v \ 60 1/2" REBAR — — N o 'or' � �^ 60 1/2" REBAR \ o 00 6.00 FOOT DRAINAGE c o %`' 60 Cl) AND UTILITY EASEMENTC/)' 0 1/2" PIPE Z DETAIL .,A„_� \ /x/11 I IT[)\/ � LIJ \ \>\JU1 V 1 1\ 1 co co �I .L_\Jvr\— `' 12.00 FOOT DRAINAGE,�i ”' � 7 BLOCK 5 AND UTILITY EASEMENT I � \ / co N \ \ _1 12.00 FOOT DRAINAGE��/ \ 1 �; o LIJ AND UTILITY EASEMENT CD \ ♦� U \ /11 I I / 11 i� I •- sr .. 00, 1111 I \� - 0Q,, co \ L, L j\ SI \ r < i \cP0 UV I IL /—\ \ 0 \ / i,/ \I \r<\ / \ / LIJ A A '<�A r r 6.00 FOOT DRAINAGE 4AND UTILITY EASEMENT I 6')xL <�� A 5N �v� \/i 5 --_� / > / / C #7439 f Jc) DRAINAGE & UTILITY ,26 EASEMENT ON c 6 ALL OF OUTLOT A 1 r, v1 , �� .- v -7 I I ' ti OUTLOT , ,_ , K A A K I /, L) -2, 1111, �'o° �o 4 ; A �u - �_ IVI/-\I I\ 01Q1 A / \ 5 _ J (,. J I � V D 7 � ,\ \ I I \ V V I I V �_�6 Qom°00,�8 — - — _ LIJ IQ Q _ J 90F 9°F 8 'Ahs « LIJ _ I (J/ ;. / ;PI I /� � I I LIJ V K� �A «_' ifj �\ (YJ \ I J _- < 12 00" /� \ tel/ \� 1-76 01, OXN 13 / , r \ I L �7 \ $ �° ��° 15 1/ "PIPE � 16 110 s 10 17' 4 18 - I 19 3021 0 6,334 I 13 O CAP #15233 X50'52"E322.43 R=271.0,5 I da \ /� iP,X ,�T j— 14 �'�� CAP#15233 42°780" \ �� /ZU� 4, ' \ \ �7 DETAIL "B" 1516 4/ 1 2 3 4 5 6 7 8 9 10 996° C #15233 \ 9 17 DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 2 \ \ , / c' / 18 19 o M �/ ms�� m � s.., 20 ---� -- - -- (V \ 21 o �� -- v# J \ OJ� O 1 11 \ DELINEATED WETLAND \ ��o``� 2� 5 6 7 8 9 10 441 - V V \ �O OUTLOT C K VICINITY MAP NOT TO SCALE 9Q W qy C.S.A.H. NO. 39 FAIRWAY DR. ♦lam �� V 1111 �a a J r,.K SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN DRAINAGE &UTILITY EASEMENT ON ALL OF LOT 11, B1111 11 ,DRAINAGE &UTILITY EASEMENT ON ALL OF OUTLOT C \, 1/2" REBAR / 7 N88°50'52"W 1035.79 \ = = M M F— TIrl\K 1 -1/\ _ T -1/)-1 DETAIL "C" _\> I I N IL/ I . IL I / \ K I\Al1 / A ^r_-1 / A \ A V I V r ... y� I� `—`L_ I't- NOT r NOT TO SCALE \ WI M m O O v ,1�� S88°59'40"E 195.14 1/2" REBAR 0.57 / 194.57 10 '90,'Sj < 0° NOT TO SCALE 00N •�jc�iS IVU I I U JI,HLr- ♦ 81& 7,` K 0.64 18.21 1/2" REBAR N88°50'52"W 1035.79 ORIENTATION OF THIS BEARING SYSTEM IS BASED ON NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, HAVING AN ASSUMED BEARING OF SOUTH 89°10'28" WEST KNOW ALL PERSONS BY THESE PRESENTS: That the City of Monticello Economic Development Authority, an authority under the laws of Minnesota, fee owners of the following described property: Outlot A, COUNTRY CLUB MANOR according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as COUNTRY CLUB MANOR SECOND ADDITION and do hereby dedicate to the public for public use the public ways and drainage and utility easements as created by this plat. In witness, whereof, said City of Monticello Economic Development Authority, an authority under the laws of Minnesota, fee owner, has cause these presents to be signed by its proper officers this day of .20 President Executive Director STATE OF COUNTY OF This instrument was acknowledged before me on this day of 20 by , President of the City of Monticello Economic Development Authority, an authority under the laws of Minnesota. re Notary Public, County, Minnesota My commission expires This instrument was acknowledged before me on this day of 120 by , Executive Director of the City of Monticello Economic Development Authority, an authority under the laws of Minnesota. signature print Notary Public, County, Minnesota My commission expires I Jonathan D. Schuette do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 120 Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF COUNTY OF The instrument was acknowledged before me on by Jonathan D. Schuette signature print r-� Notary Public, County, Minnesota My commission expires 4-1 CITY OF MONTICELLO PLANNING COMMISSION Reviewed by the Planning Commission of the City of Monticello this 20 CAP #8914 0 100' 200' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 day of , Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA Approved by the City of Monticello, Minnesota this day of , 20 Mayor City Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 20 Wright County Surveyor WRIGHT COUNTY LAND RECORDS 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 Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 at o'clock N. Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the office of the County Recorder this day of , 20 at o'clock .M. and was duly recorded in Cabinet No. Sleeve , as Document No Wright County Recorder DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 COUNTRY CLUB MANOR SECOND ADDITION \ A cll A 1 � /x/11 IK ITS)\/ NIS "0" / C� 6.00 FOOT DRAINAGE SAO 0` CAP #7439 SAND UTILITY EASEMENT �� D, �� 03 BLOCK 5 ° NIS 64,18„E 138-68oo A v �h N79-5 ry to o - ° \ - / 0\ u o Al SO ry J to 6' co � n ��' 1 Oo so o° / u L cn S \ \ DRAINAGE &UTILITY ch m EASEMENT ON 4 0 ALL OF OUTLOT AN CDcl)N tiQ3�s °cOgS 2 U �p °O. 5� C7� 00 O p0. i V \ I V cL sR`5�0 1�, 0 6' O 5 �\ 6" - -s to .00 3 ' �`�50 Op °Sp °p o� 1�• 70 / I I OUTLOT As / / \ b \ I- '00 0p�9 0 h0�� 100 Sp ° 00 O 6, s0 5 �� 6> 3 00 � 5 OO 3p O° °sem s°�I[)lA/ir- s GS �° 2R oso °4`'� 6 1�s > \ / V V i-� I V I\ I V L_ ii Q QuSA° L ./ / \ X 00, gk� 5\ OO '90 o p, 00, C \ 09 5� 1� . S° 09,, 09 �7 \ / I /1 / I t ^^ °SQ�o O�9/ p °o hyo 7 O° 100 w 1 do qs J 0Q' 0 / LI °°O 5"* 2 J O2 57 so l �°' 9 0 3 00 i f O° 5° �� Oo s p° Fti� �'� o � 9 oSo I 3 �`'o �ti ° °9,, op L tiT O �<6'L '> \ IJ �_ ol lo 9•, s o� o, 5 00 0 0- _ GL �o O pT ol, �,°' ��. so 09 / I. A A K I /1 �) I - L _ �� - O o IVI/-�I \4 I \ 7 d 3 4 OO �, J 6 1,1 GL o 5� �<C F O \ < e 'G oS �`' �s '� s� Op, 5 h� Oo 30 0o O� l° sp \ s 0 (51 12 °spo, °00 oo�°�A0 71 SO / / \ <O c> Op, 5 5\ o0 0 00, 115r\ 7� �Nso 2R'°o �� so 5°� �`� 6) p s �s�so ��,�14 ,tib SQA° �3 O 9,, 00 �y �1L' 0 90 396,c0 tiQ 3�6p °50�\ 8 100 S so �� \ �s� I A °000 3 hg0� Lp0 s0 0 0 °9 �p 10 • SO 1/2" PIPE / 0' tiQ,° so rya 10 A Oo s��° \ I / -11 11 O O °O 0 D 00 9 0 0 0, 5 � ',I L s 3 �� 00 21 09� s°s ��,� 3�oso 6 \ �g 10,� O 7° '00 �� 17 00 Sp O X79° \� 00, 5 O5� p0 pso p0, �l r0 -- 9,, 3 5 1 L' 9,, 51 '° �g � I - 21 30 �� sS�° 3., - 6 O 3 O / � s° �On� 1$ 0°O 30 0Su' `�73 100 0 pb ') 'l O O O O �° o Oo so �� 6, 1601 1 3 S 3'11* Al 670 6 .4,l�° O h 0.° , 72 O O O O �'p 0 SO4 12,* s7,° 57 �� 6'0 5°� °heti 19 �n° 50 00, 9 �� 00 00 00- O O C 34' S8 -- 00 50 11 ' SO °9,, i Q� �� 4> p .30 S \ 30 �� ,S .� 20 �, 6' `r0 5� 6'' \ 22 3 °h� • 1 O 50 O p 0 \ 6, o00 MO .� ;' 30 S °19° L= S88°50'52"E 32 p Rb 13 0,0 °S O p� �Ssr° yw �� 44" CAP #15233 3� O° \ X20° OS3� 3039'1jE 13 7.26 2.43 O `�� ° 38, l'G Sp °'`� c0 3p 61'00 BLOCK 2 228.36 7`so °50 1l `S'AS° 3S„ 67 Q N 50 S85°17'53"E ^/ ,° �q, 14,51 3 2 .00 0 o° ^ryN' 00 3p Sp 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00 v ETAIL ..B., _ / poi 5 �5v 00 ASO '03 �� 7 ry N' k rn 30.50 9% �, 5 Ati' �' S 88 �h � o0 30.50 30.50 30.50 30.50 30.50 30.50 30.50 EE SHEET 1 GL o p`b 6 6 7 \ �� /y� ^ o 0 0 0 0 0 o cv 6> s° 5 �,\ l/ 3 , p0 p8 \� 1 2 ^ N N o0 0 0 0 0 0 0 O 0 0o co °o �3�' 15 y4° °so <,. <C/ �� N M w 3 `� 4 7 r 06 t�/ o �o w 5 QQ w 000 S07° v`1 - 8 ^ �ry 2 � N N o 0 0 0 6 0 0 0 �7 0 0 9 001 °° w S '� 30 S6g S7u' 3p v cv N m � o 0 00 rsS O R� OO SO 2� g„ �12� 50 Cq o d o o 0 0 0 0 0 0 Q�. c'7, Og`9 ^�. 6j <�• ' S7g° 3p'S0 z z o 0 0 0 0 0 0 0 -71Q 03 30 �� 3 00 272 \ 382g.,E _ 30.50 cn u) z co co z co z z , �,� GG6 SO 0 O° OSO 7A R`S R=S22 61.00 L13 30.50 30.50 30.50 30.50 30.50 30.50 30.50 67 S85°17'53"E 61.00 L14 X93 �0p cb°O 7 ^� O `S'S8° iQ� 5261\ ,_ 4=2p° S88°50'52"E 61.00 L15 S88°50'52"E 61.00 L16 4 0 .� O 7 S 4, 37'17,, S88°50'52"E 61.00 `6° ° 4 X26 ^4' o ^� 3pS s0g„ 826) 4>°5 L=188.11 11 DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 2 O� 1 $,� Oo 0 F 67 �� d, 043 208.25 c'6 " ,S, ,L O OW ^4' ,\`L 00c4 .76," Sj° 5 30 d Sp, 615 d, C6 S °O <<, O S0 S° 43,. 1 `23°5 6Q2� 3050 X00 Al ^V 00 <0666�4 4a486S \4'35,. L=230. o N 4 - 63 �, o �j 3AA3 19 67 O \N \� M 6 - S88°50'52"E 220.47 0 -\ o 0 G) CAP #15233 MEMO 94.07 PARCEL LINE DATA LINE NO. LENGTH BEARING L1 7.49 S41' 00'09"E L2 10.17 S40° 58'52"E �S8305o �� h0 ^��O C9� �o o X71 °1452 E 61 Op d=21° 02 S41' 00'09"E L4 o S41' 00'09"E L5 10.17 �'�� o �� - 76, „ 70 �� ZT ��OJ A 60 h �` o Sp 3p 41 L=214. S77°51 01 10.17 171.05 L8 10.17 o ------- 67 p0 �Q r�� 0� 00 �� Ick o Sp 5g.,E 61. p0 BLOCK 3 S49° 41'27"E 126.13 44.24 44.93 N86°54'46"E 60.00 v �M � ^c o o o3p•50 o 30.5p S84°25'07" E 61.00 S88°50'52"E 61.00 _�co S88°50'52"E 61.00 14.81 rn OUTLOT B ^o ^N• 1 w 0 2 w 0 ^ o 0 N o N 30.50 30.50 0 0 30.50 30.50 30.50 30.50 N25° 15'35"E 23.73 m W N O 3 o 0 o 0 CV c 0 O 0 0 O O 0 O 0 0 O O L21 0 5 O N81' 01'22"W o 30 50 v� o p 4 N w ^ `� 5 L23 25.22 � L24 25.31 6a° D=2 -, a 3psp � 14s o z I w M 6 M p w 0 7 oso w C) �10� S39° 25'30"E L28 \776 3>, "�' 6 10p 30.5p co � M o 0 0 0 0 0 L31 10.17 6'-, 9 30 L22 30' N77° 5p 5j Z o uo � 30.50 z con con z C) C N OUTLOT C °6 DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 3 58"W 61. pp L21 30.50 30.50 30.50 30.50 30.50 0 - 6 1 1 N84°25'07"IN 61.00 L20 N88°50'52"W 61.00 L19 N88°50'52"W 61.00 DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT C 18 1 384.97 1/2" REBAR / 631.96 "C" N88°50'52"W 1035.79 DETAIL - SEE SHEET 1 PARCEL LINE DATA LINE NO. LENGTH BEARING L1 7.49 S41' 00'09"E L2 10.17 S40° 58'52"E L3 10.17 S41' 00'09"E L4 10.17 S41' 00'09"E L5 10.17 S41' 00'09"E L6 10.16 S41' 00'09"E L7 10.17 S41' 00'09"E L8 10.17 S41' 00'09"E L9 10.41 S35° 16'01"E L10 10.40 S49° 41'27"E L11 44.24 S22° 36' 13"E L12 44.08 N72° 27' 16"E L13 22.54 S80° 37'54"E L14 14.81 N87° 24'26"E L15 10.17 S88° 50'52"E L16 10.17 S88° 50'53"E L17 24.48 N25° 15'35"E L18 23.73 S5° 50'55"W L19 10.17 N88° 50' 52"W L20 14.45 S89° 59'09"W L21 16.45 N81' 01'22"W L22 16.56 N74° 35' 07"W L23 25.22 N7° 07'30"E L24 25.31 N43° 19'01"E L25 16.13 N55° 02' 56"W L26 16.42 N48° 16'52"W L27 14.64 S39° 25'30"E L28 10.17 S41' 00'09"E L29 10.17 S41' 00'09"E L30 10.17 S41' 00' 15"E L31 10.17 S41' 00'09"E L32 10.17 S41' 00'03"E L33 10.17 S41' 00' 15"E L34 23.55 N67° 22'09"E 0 50' 100' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 ORIENTATION OF THIS BEARING SYSTEM IS BASED ON NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, HAVING AN ASSUMED BEARING OF SOUTH 89°10'28" WEST DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 2 OF 2 PARCEL CURVE DATA CURVE NO. ARC LENGTH RADIUS DELTA Cl 301.41 482.77 35°46'18" C2 30.02 482.77 3°33'46" C3 22.53 482.77 2°40'25" C4 30.03 400.67 4°17'39" C5 30.03 400.67 4°17'38" C6 20.53 60.00 19°36'32" 0 50' 100' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 ORIENTATION OF THIS BEARING SYSTEM IS BASED ON NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, HAVING AN ASSUMED BEARING OF SOUTH 89°10'28" WEST DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 2 OF 2 4F-(1ua.� Pla _ NORTHWEST CORNER OF NORTH LINE OF THE NW1/4 COUNTRY CLUB MANOR SECOND ADDITION / SECTION 10, T.121, R.25 OF SECTION 10, TA 21, R.25 _ NORTH QUARTER CORNER / OF SECTION 10, T.121, R.25 -- N89°10'28"W / -�,—_— S89°10'28"E 476.35 2172.74 it r /♦I I I'� �Ir-IA/ Tr-�)L) A /♦r- �L_VV IL_ YV I LI \1 IVI\JI V I IuL_L_L_\J /♦/11 I^ )T�)\/ /�I I Ij1 1 1 I � I ''. 1 v I I I \ C I u\JVI V I I\ I uL_VL-; c I u\JVI \ I_ A 1 1 I/1 ;u♦ /�/'\1 r- /\/11 Imo).^r 1=)/1 A r\ 1 %4 U. ♦iv � \7\JL_I \r\JVI \.:L- I \\J/ -NL / ch \ o� a CD 1 S88°59'40"E 400.00 � � �... — .. — ... — ... ... — ... _ ... — ... . — .. — ... ... ... — ... — ... — . — ... — ... / S88°59'40"E 195.14 ;t w� - - - - - - - - - - - N— r I o I N O � LO � \ - - - - o 0 12.00 FOOT DRAINAGE—r % c " AND UTILITY EASEMENT a� / ♦ z I .,A„ - L ♦ / \ t -N I I K 1 T �) \ / —1 I I �I� DETAIL — rn I 1I � — J I LL_VVf\ �_� ,�• 12.00 FOOT DRAINAGE,�i\ / AND UTILITY EASEMENT I iD r i /� I BLOCK 5 \CONC' I 12.00 FOOT DRAINAGE��/II AND UTILITY EASEMENT ♦ " a LJ I ♦yet `� I I " /\ I I I'�r\ iv 11 L, L�� , ch � t /'\I ITI /:T A / _ C� `rd V V I L _ U I / o \ \ �) /__N \ r< / L J ♦O t l� / � FOOT DRAINAGE \ \ l \ ♦ O AND UTILITY EASEMENT ` ` ♦ ! I �- / 01 \ \\ )\ /� j-, DRAINAGE 81 UTILITY EASEMENT ON 66+ ALL OF OUTLOT A 1 / / 1 -) • j ' %, U � I I I \ h / 7 7 2 '' OUTLOT 3 L' / II I k A A K I/��, o , �o ,' , 0 u \ %` A / — 5 11 X 6 `�'>o' <� ,< / ET A i n I I �� tVAV n \I' LJ I � I ` � C- oo, t— _ VLIQ \ -, ►�-- - --I 1 v '< l I I 11 i LIJ \ 0� I 0� I l�=ll I ;? LIJ —J I LJ/ 1 1Lij , 4(Y -\C� I i l_�i I I rr < r \ 'LA7. O �° 12 �� ,\ w J I SIJ L \°s 7 00, �o� 13 14 , / I \ I / \ I \ 8 °° 1516 10 C;L_v\,I L 1811 0'43 - TI I Cr� IA/r`�19 30 334.g8 y y L_ . I21 20 30 .: , R=271,0513 0 S88°50'52"E 322.431 10 14 m�/ dr \ II \I 94.07 � 42°11,jo. \ \ r3 4 5 6 7 8 9 10 so I DETAIL „B.. - 1516 ,Q�' 1 2 , 99 / x\ , 1718 DRAINAGE 8 UTILITY EASEMENT ON ALL OF LOT 11, BLOCK 2 N \ \ 19Cn O 21 ILI \ 1�6,>>?O0 1 1 1 DELINEATED WETLAND '2Srr, \ , oma:,0ow 2 3 W LQ OWB 4 5 6 7 8 9 10 W OUTLOT C VICINITY MAP NOT TO SCALE iyT��sT 6�SF 9T6` RQ��Iy SITE. qy 1 C.S.A.H. NO. 39 AIRWAY DR.+`�, hQ� �co 9� J SECTION 10, T. 121, R. 25, WRIGHT COUNTY, MN f . DRAINAGE &UTILITY EASEMENT _ _ , DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT C I \ 21 ON ALL OF LOT 11 BLOCK 3 631.97 / N88°50'52"W 1035.79 �o - O ' ��a O J `�VnA Irl T 11-) 1 s \ I DETAIL "C"-� _ • %1TTr-L)[)r-r-I<\ K I%A/'I / —..L_ ` ` L_I \ ul \L_L-r \ \ I V V I/ t I// t r \ DETAIL "A" /� v v l T 1 \-/ iw DETAIL "B" DETAIL "C" Ll^TTI l^AIC .IAT TA nnAlr S88°59'40"E 195.14 0.57 / 194.57 ob� 20�y�s�y900 SOL? 01 O°. CM 0 21 o> �o O ' ��a O J `�VnA P�- s \ I A' • 7' a S88°59'40"E 195.14 0.57 / 194.57 ob� 20�y�s�y900 SOL? NOT TO SCALE ,, OG ° ° 11(0 .�� 0.64 18.21 114 N88°50'52 -W 1035.79 BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST 0 100' 200' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 KNOW ALL PERSONS BY THESE PRESENTS: That the Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, fee owners of the following described property: Outlot A, COUNTRY CLUB MANOR according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as COUNTRY CLUB MANOR SECOND ADDITION and do hereby dedicate to the public for public use the Trail, Drive and Interstate and drainage and utility easements as created by this plat. In witness, whereof, said Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of M' nesot, fee owner, has cause these presents to be signed by its proper officers this1fL day of , 2Q2:9-. Signed: Monticello Economic Development Autho . / jz�utl *,Ie President } E ecuti Director STATE OF MInll65#t)` COUNTY OF Wr jj [± �/ This in trument {was acknowledged before me on this day of ovGln% 20y S WC. *t A5o%1 , President and -'f , Executive Director for the Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota.�94zce;;� �y/� signature d' � StCAK ^"' rint �J Q Notary Public, . 7 County, Minnesota I)� My commission expires v�A✓adv 3/i r`� I, Jonathan D. Schuette do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF IfhNh %UJII- COUNTY OF 00\)0&0.5 4-1 The foregoing Surveyor's Certificate was acknowledged before me on thisJELL day of VICAILt)w ,20,* by Jonathan D. Schuette, a Licensed Land Surveyor, Minnesota License No. 45352. o Ws" fP1V'♦� signature 'nb-A M.\ Lu \U, print Notary Public, 1y 1dUQ10L County, Minnesota My commission expires _ f 1Jh uu '921 W&L CITY OF MONTICELLO PLANNING COMMISSION Reviewed by the Planning Commission of the City of Monticello this Citof 2 CIQ Chairperson Secreta CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA . Approved by the ity of Monticello, Minnesota t Mayor WRIGHT COUNTY SURVEYOR I hereby certify that in accordance;�1rith Min ota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this i15?day of Deoern6er , 20 ZZ -A;&—� a -00-4 Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER Thisii ie aand recommended for approval this & day of (�i dA -3115M 20Z� . f,gWright County Engineer WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 2,012 —3 on the land hereinbefore described have been paid. Also ursuant to innes to St tutee, Section 272.12, there are no delinquent taxes and transfer entered this day, 20�� A IA I h I A V1 Kg6g,., Wright County L d Records Administrator WRIGHT COUNTY RECORDER 1 hereby certify that this instrument was filed in the office of the ounty Recorder for recons on this day of Q C , 20pU ato'clock 4.M. and was duly recorded in Cabinet No. Sleeve .2513 as Document No. 1666 of 16?) Wright Cou Recorder DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 01 O°. 21 P�- s A' NOT TO SCALE ,, OG ° ° 11(0 .�� 0.64 18.21 114 N88°50'52 -W 1035.79 BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST 0 100' 200' 1 INCH = 100 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 KNOW ALL PERSONS BY THESE PRESENTS: That the Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota, fee owners of the following described property: Outlot A, COUNTRY CLUB MANOR according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as COUNTRY CLUB MANOR SECOND ADDITION and do hereby dedicate to the public for public use the Trail, Drive and Interstate and drainage and utility easements as created by this plat. In witness, whereof, said Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of M' nesot, fee owner, has cause these presents to be signed by its proper officers this1fL day of , 2Q2:9-. Signed: Monticello Economic Development Autho . / jz�utl *,Ie President } E ecuti Director STATE OF MInll65#t)` COUNTY OF Wr jj [± �/ This in trument {was acknowledged before me on this day of ovGln% 20y S WC. *t A5o%1 , President and -'f , Executive Director for the Monticello Economic Development Authority, a public body corporate and politic under the laws of the State of Minnesota.�94zce;;� �y/� signature d' � StCAK ^"' rint �J Q Notary Public, . 7 County, Minnesota I)� My commission expires v�A✓adv 3/i r`� I, Jonathan D. Schuette do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF IfhNh %UJII- COUNTY OF 00\)0&0.5 4-1 The foregoing Surveyor's Certificate was acknowledged before me on thisJELL day of VICAILt)w ,20,* by Jonathan D. Schuette, a Licensed Land Surveyor, Minnesota License No. 45352. o Ws" fP1V'♦� signature 'nb-A M.\ Lu \U, print Notary Public, 1y 1dUQ10L County, Minnesota My commission expires _ f 1Jh uu '921 W&L CITY OF MONTICELLO PLANNING COMMISSION Reviewed by the Planning Commission of the City of Monticello this Citof 2 CIQ Chairperson Secreta CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA . Approved by the ity of Monticello, Minnesota t Mayor WRIGHT COUNTY SURVEYOR I hereby certify that in accordance;�1rith Min ota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this i15?day of Deoern6er , 20 ZZ -A;&—� a -00-4 Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER Thisii ie aand recommended for approval this & day of (�i dA -3115M 20Z� . f,gWright County Engineer WRIGHT COUNTY LAND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 2,012 —3 on the land hereinbefore described have been paid. Also ursuant to innes to St tutee, Section 272.12, there are no delinquent taxes and transfer entered this day, 20�� A IA I h I A V1 Kg6g,., Wright County L d Records Administrator WRIGHT COUNTY RECORDER 1 hereby certify that this instrument was filed in the office of the ounty Recorder for recons on this day of Q C , 20pU ato'clock 4.M. and was duly recorded in Cabinet No. Sleeve .2513 as Document No. 1666 of 16?) Wright Cou Recorder DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 1 OF 2 an w9mid We COUNTRY CLUB MANOR SECOND ADDITION \ 5� A / / \ /1 1 I %ITS) A \ ~, /A [:)I.(/ f.(/ , \ 6.00 FOOT DRAINAGE //AND UTILITY EASEMENT t BLOCK 5 _�--a°�. Lu12 \ If ° tYAv cly -4 04 , rn uu') DRAINAGE & UTILITY C6 rn G o �a 1� 00 ! / \ / 7 C; L EASEMENT ON 4 o ALL OF OUTLOT A 11 o N % �y 2 1`l'' \<00 00, �n `o d 09LL 0050 5D�y9 All- 0- ll0- \ •oo rya 3 po oos °° \ / � I I I I o as '1`l'' ° I ! I OUTLOT A tiA `�°s° °ygy� 4 ' \ / 1>\\ \ \ ,° I- F. ° 0009O� pyo 6, °o any 5 ,yoo °° °sem s� 1.10 A s0 !A ��. r- A IL)►A/ A/r- 8 Opo y� I I \ V V S 00, Ay 00 d0 °O- 0°O �� \ y S 5 6 110 O_ sc ,y9y� 1`l�p ° 00 s°/�9c ` �''� oo / \/y�800_JJ1 a0 O o 00, ` °O, 01 1O° A `0'0 LJ d 0 •0s0 2 a0 0 ;r°° 61 F�09moi_ mss°yoC1ay��ti' 10`L ' a° '9llto \�L�u0`�os°o, O soyi0'0 o"0,ao00 o� r\, ° yds rL. .3• 0�9, ` 1 / a° y�� 0p �� .(1 l0 2 s s s°s yae #�� o _ / \ I V I r'� 1 V �/ I \ - I < a� tiA 4 `l' _ l-9 ,411 ° 'b Flo \ /� 'el '00 ° a�y9 11 po 00 00 9y po OS 00 �',� 93 °0 5a�y Av ° 9F v \ c�� `�o y�� AZ l> \ 09 � '76, s° �y� �'° \ tiA�+ s° rya 12� ° y \ <� 5 �ti°° `oso ° ` s�o �?mss °°09 � y�;y^ op `jos °°o .46 4100 13 I I ,00°°y6 ti°p o°s° ,00 s��2s °o �aArt, Soso 110 O, p 7° 0 r� /° \ I / O °0 l \'ayy 7 1�Op 0o`s0 0 \ 00, y�y l 1`L� 00 00, 0 O 0 °°sem o°s oy�� po �y so oyo X01 I e) A V. �O 'so 5° ay X 61 \ tiA�° os° .4 16�,�'�°p a$y 9 ti°p oos °° 21 °00 5° �y� po o° a %�� oo \ o� sos y . os° �yoy 10 „� �� a s° o ° o 17 \ I / \ q,° - 9y p° oso 0°0/ \ �Py '��' o l70 90?a so 5° �y�:`° mss, �� 21 ,` sos° �,�� 18 �ti' suos �,,7 'Q`Ao - \ O y p v' O i t� 30 3 3 Q ' o s7 6 4.q -7T1 I -T- -r lA o0 >s / I r� 1 1 \L_L- I � so y9y� 12 ��o � �6, s° � op a0s0 c o 43 Y V \ 00, 5p ya`'° �p0 '?os 000 00 0° 19 8 0 33q S8co !y 0 0 �� 0S .10 20 ^ 3p S ` doh 6 °s0 y'` 6, � ?� a0 °�` � ti \ 1 t 9 O 6j s h 41 �/ 30 Qr� ° Lj ` 00 �ayy 13 �� 0oso O \ �'`' O .0 � ^��y� / S7 °9 3j44" L=137. S88°50'52"E 322.43 110*,?(9 S`�2 "'O 50 "� '`� i 5 39'17"E 26 Ts �y� 00 Sy \ 3e2y s SO a Q ry 30 5p 61.00 BLOCK 2 228.36 '� 94.07 i / ^ �'s7 ° y S° S+ 7 ^ / S85°17'53" ^/ \ / ,o 14 ya ao �� 4 ` ` 00 0 oo ryN 3p 50 E 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00 v ` DETAIL "B" - °09yah 00 so 00F \?�6 `768 �ti O yN rn o 0 30.50 30.50 30.50 30.50 30.50 30.50 30.50 30.50 \ jam/ SEE SHEET 1 !y Oso �� 6, 61 " 7 �� ti W ^ c' 0 0 0 0 0 0 Jcl)^ ^ N N N N h� °° °6+ \� Al ^ Q 1 3 2 ^ N N O O O O O O O 0 0 O N 15 °° oso \ �``�30 \ ��°" ry a o W 3 3 4 W 5 n 6 "C\i C\i^ x``20° \8 2eN N N o °p co co co 7 p w w w \ - u' y .��L 7S s of ,� o 0 0 0 00 8 co °O 9 10 in 7 O 'b SO 6• 7, p v N N rn rn rn rn o o c N 1 �ASo `s° - 0 16 op SO 4?F 36+ \ / L12� 30. Sp CO t� a 0 0 0 0 0 0 0 o c> �, `" R y .� rV 670° <.?7? S75°3826 E 30.Sp z30.50 Z voi ai z cn coi Cl z Z �6 oso �� p0 OS0 71 Rc\ / R=S2 61.00 L13 30.50 30.50 30.50 30.50 30.50 30.50 30.50 BOO 0 17 1ti SS6° R` `52.6)\ 267 4,20° S85°1T53"E 61.00 L14 S88°50'52"E 61.00 15 188°50'52"E 61.00 L16 S88°50'52"E 61.00 0 `� 1 -?o 76, SB2,6) a�4,>°S0\•� 37 '17" L=188.11 11 DRAINAGE & UTILITY EASEMENT ON ALL OF LOT 11 BLOCK 2 "oS °o°' 18� o0 0 F67 \`�a do q3" 208.25 '8, ti o ,�� IV o0 / q>° C --46Z51\ \ 76, S7° o`� .�i o 3�S d.s, 50 4?+ 4= S6s► 3 41 h0 0 0 �. 59 La \� �23°54'35" Iry 2 6 OSo 5 1 19 ,\ti o0 9p 4 q+ 496.56 _ 30.63 I r� sr700��y h 20 ^ti \�'I N S88°50'52"E 220.47 a S N 30 So �"� ^��h0 NIP' IP �� JO'`0 �5p1g5?+S 6'00 4=21°0241" I c� \ 60q 30So mho ?��0 c4 3050 S77°5158+ L=214.01 171.05 6700 o � O h c IcIv N o 30.5 E 61.Op S84° BLOCK 3 126.13 0 44.9: I N o0 0 30.5p 25'07"E 61.00 S88°50'52"E 61.00 S88°50'52"E 61.00-' h 1 A ^ N o0 30.50 \ OUTLOT B `v °� 0 2 N o O 30.50 30.50 30.50 30.50 30.50 °° ^� h `t W '^ N o 0 0 0 0 0 Vh = h ON 3 S ^ n n N N fV O O O 30 Sp m o 0 4 w 3 ^ � n ,N. rn a H� 30 5 i 5 M 6� 3 w G �'1gS2 ° 2 N 9 `� h o 7 0 8 0 0 9 010 0 a� b� rn \ `7? �``,9 CD p 61.00 30 5p y o `°�' 0 0 0 0 0 a o X22 30.5 Z O 0 c Eq \ N77° 0 co 0) z voi ai z 0 CD 6, l`O DRAINAGE &UTILITY EASEMENT 515g"11r CO co 61.0p L21 30.50 30.50 30.50 30.50 30.50 30.50 c 8?� 8.21 ON ALL OF LOT 11, BLOCK 3 11 N84°25'07"W 61,00 L20 N88°50'52"W 61.00 19 N88 -50152-W 61.00 384.97 / DETAIL "C" N88°50'52"W 1035.79 � -- \ SEE SHEET 1 2 a No .w o c° o co It � •p J 0 r` N86°54'46"E 60.00 v o to m 1y 00 019 60 OUTLOT C DRAINAGE & UTILITY EASEMENT ON ALL OF OUTLOT C 631.97 i PARCEL LINE DATA LINE NO. LENGTH BEARING L1 7.49 S41 ° 00' 09"E L2 10.17 S40' 58' 52"E L3 10.17 S41 ° 00' 09"E L4 10.17 S41' 00'09"E L5 10.17 S41 ° 00' 09"E L6 10.17 S41 ° 00' 09"E L7 10.17 S41 ° 00' 09"E L8 10.17 S41 ° 00' 09"E L9 10.41 S35° 16'01"E 1-10 10.40 S49° 41'27"E 1-11 44.24 S22° 36'13"E L12 44.08 N72° 28' 16"E L13 22.54 S80° 37'54"E L14 14.81 N87° 24'26"E L15 10.17 S88° 50' 52"E L16 10.17 S88° 50'52"E L17 24.48 N25° 15'35"E L18 23.73 S5° 50'55'W L19 10.17 N88° 50'52'W L20 14.45 S89° 59'09'W L21 16.45 N81* 01'22'W L22 16.56 N74° 35'07'W L23 25.22 N7° 07'30"E L24 25.31 N43° 19'01"E L25 16.13 N55° 02'56'W L26 16.42 N48° 16'52'W L27 14.64 S39° 25'30"E L28 10.17 S41 ° 00'09"E L29 10.17 S41 ° 00' 09"E L30 10.17 S41 ° 00' 15"E L31 10.17 S41 ° 00' 09"E L32 10.17 S41 ° 00' 03"E L33 10.17 S41 ° 00' 15"E L34 24.79 rN31 ° 34' 36"W 0 50' 100' 1 INCH = 50 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT 0 = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 2 OF 2 PARCEL CURVE DATA CURVE NO. ARC LENGTH RADIUS I DELTA C1 301.41 482.77 35°46'18" C2 :3 482.77 3°33'46" C3 22.53 482.77 2°40'25" C4 30.03 400.67 4°17'38" C5 30.03 400.67 4°17'38" C6 20.53 60.00 19°36'32" 0 50' 100' 1 INCH = 50 FEET O = DENOTES CAST IRON MONUMENT • = DENOTES FOUND IRON MONUMENT 0 = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 BEARING ORIENTATION: THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 121 NORTH, RANGE 25 WEST, IS ASSUMED TO BEAR SOUTH 89°10'28" EAST DESIGN TREE ENGINEERING AND LAND SURVEYING SHEET 2 OF 2 City Council Agenda: 6/12/2023 21. Consideration of approving quote from Michels Power, Inc for FiberNet Installation within Country Club Manor 2nd Addition for $78,012.93 Prepared by: Meeting Date: ® Consent Agenda Item Project Engineer 6/12/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer City Administrator ACTION REQUESTED Consideration of authorizing Michels Power, Inc to install FiberNet within the Country Club Manor 2nd Addition for $78,012.93. REFERENCE AND BACKGROUND As part of the Headwaters Townhome development, City staff worked with Arvig to develop plans and specifications for the utility extension of FiberNet into the Country Club Manor 2nd Addition plat. The conduit will be installed by the joint trench contractor as part of the Country Club Manor 2nd Addition development contract prior to the project commencing. Quotes were solicited from seven companies with two responses. The two quotes were as follows: • Michels Power, Inc.- $78,012.93 • Castrejon, Inc- $87,701.87 Budget Impact: This project will be funded from the Fiber Optics Fund. II. Staff Workload Impact: Staff and Arvig will oversee managing the construction of this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends authorizing Michels Power, Inc to install FiberNet services in Country Club Manor 2nd Addition. SUPPORTING DATA • Quote Tabulation PULL: PULL STRING & TRACER WIRE THROUGH EXISTING DUCT FURNISH AND INSTALL 96 STRAND FIBER BFO96 Fusion SPLICING CONNECT INTO EXISTING PEDESTAL/VAULT FURNISH AND INSTALL 30X48x30 VAULT with 8' ground rod FURNISH AND INSTALL 24X36X36 VAULT WITH 8' GROUND RODS FURNISH AND INSTALL 22 Tier Split Top Lid FURNISH AND INSTALL FIBER PEDESTAL with 8' ground rod FURNISH AND INSTALL Flower Pots FURNISH AND INSTALL LCP cabinet FURNISH AND INSTALL C -Case FURNISH AND INSTALL Fiber Tray FURNISH AND INSTALL Splice protector FURNISH AND INSTALL Fiber Optic Marker FURNISH AND INSTALL MULTIPORT TERMINAL 8 PORT FURNISH AND INSTALL MULTIPORT TERMINAL 6 PORT FURNISH AND INSTALL MULTIPORT TERMINALL 4 PORT RESTORATION AUDITS & RECORDS *included in 5&6 ( See email from Michels Michels Extension $ 4,218.30 $ 6,526.25 $ 2,829.20 $ 303.30 $ 2,664.71 $ 7,526.37 *included in 5&6 $ 5,073.09 $ 5,014.32 $ 7,106.17 $ 2,642.68 $ 97.96 $ 23.76 $ 6,799.72 $ 5,898.00 $ 11,237.04 $ 1,316.06 $ 3,360.00 $ 5,376.00 Total $ 78,012.93 Castrejon Unit price $ 3.44 $ 4.22 $ 42.00 $ 180.00 $ 2,809.12 $ 2,842.62 $ 993.60 $ 483.55 $ 177.16 $ 6,643.14 $ 480.18 $ 34.84 $ 0.71 $ 157.13 $ 1,267.80 $ 1,102.61 $ 771.00 $ 2,000.00 $ 95.00 Castrejon Extension $ 13,312.80 $ 12,132.50 $ 3,696.00 $ 180.00 $ 2,809.12 $ 8,527.86 $ 3,974.40 $ 5,319.05 $ 6,023.44 $ 6,643.14 $ 1,920.72 $ 139.36 $ 62.48 $ 5,970.94 $ 3,803.40 $ 6,615.66 $ 771.00 $ 2,000.00 $ 3,800.00 Total $ 87,701.87 Denotes corrected figure due to mathmatical error based on unit price Michels Unit price LF 3,870 $ 1.09 LF 2,875 $ 2.27 EA 88 $ 32.15 EA 1 $ 303.30 EA 1 $ 2,664.71 EA 3 $ 2,508.79 EA 4 *included in 5&6 EA 11 $ 461.19 EA 34 $ 147.48 EA 1 $ 7,106.17 EA 4 $ 660.67 EA 4 $ 24.49 EA 88 $ 0.27 EA 38 $ 178.94 EA 3 $ 1,966.00 EA 6 $ 1,872.84 EA 1 $ 1,316.06 LS 1.00 $ 3,360.00 HIR 40.00 $ 134.40 Michels Extension $ 4,218.30 $ 6,526.25 $ 2,829.20 $ 303.30 $ 2,664.71 $ 7,526.37 *included in 5&6 $ 5,073.09 $ 5,014.32 $ 7,106.17 $ 2,642.68 $ 97.96 $ 23.76 $ 6,799.72 $ 5,898.00 $ 11,237.04 $ 1,316.06 $ 3,360.00 $ 5,376.00 Total $ 78,012.93 Castrejon Unit price $ 3.44 $ 4.22 $ 42.00 $ 180.00 $ 2,809.12 $ 2,842.62 $ 993.60 $ 483.55 $ 177.16 $ 6,643.14 $ 480.18 $ 34.84 $ 0.71 $ 157.13 $ 1,267.80 $ 1,102.61 $ 771.00 $ 2,000.00 $ 95.00 Castrejon Extension $ 13,312.80 $ 12,132.50 $ 3,696.00 $ 180.00 $ 2,809.12 $ 8,527.86 $ 3,974.40 $ 5,319.05 $ 6,023.44 $ 6,643.14 $ 1,920.72 $ 139.36 $ 62.48 $ 5,970.94 $ 3,803.40 $ 6,615.66 $ 771.00 $ 2,000.00 $ 3,800.00 Total $ 87,701.87 Denotes corrected figure due to mathmatical error based on unit price City Council Agenda: 6/12/2023 2K. Consideration of approving the purchase of a permanent easement for improvements to County Ditch 33 for a total amount of $63,000 Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/ City Engineer 6/12/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Community Development Director, City Administrator Finance Director ACTION REQUESTED Motion to approve the purchase of a permanent easement for improvements to County Ditch 33 for a total amount of $63,000. PREVIOUS COUNCIL ACTION January 14, 2019: Authorized the payment of $167,000 to Wright County for the discharge of stormwater from the Carlisle Village development per the agreement with Wright County and rescinded the transfer of a portion of County Ditch 33 to the city. July 26, 2021: Authorized the completion of a feasibility study for improvements on County Ditch 33 for a total amount of $25,970. August 8, 2022: Approved the purchase of an easement for $18,000 for construction of a new stormwater outlet from CSAH 39 to the Mississippi River. April 10, 2023: Approved accepting a water quality grant in the amount of $970,625 with Wright County for improvements to Ditch 33. REFERENCE AND BACKGROUND Wright County Ditch (CD) 33 is a public drainage system. Wright County serves as the Drainage Authority for CD 33, and its administration of CD 33 is subject to Minnesota Statute Chapter 103E. Currently, eastern portions of the City direct runoff to CD 33 as well as areas located within the orderly annexation area. The ditch was established in 1917 and many sections of the ditch are in disrepair. A feasibility study was completed identifying the existing conditions and provided recommendations for improvements to Ditch 33. The recommended alternative was to provide a new outlet for the ditch across parcels 15500172100, 15500083400, 155190000030, 155190000021 and 213000083401. Easements for construction of the outlet and associated City Council Agenda: 6/12/2023 stormwater structures are required. An easement across parcel 213000083401 was purchased in 2022. A single property owner owns the other parcels where easements are needed for the construction of this outlet. In negotiations with the property owner, it is recommended that the City acquire the approximately 3.5 -acre easement for $60,000 plus an additional $3,000 to cover crop damage anticipated during construction of the outlet. The City is preparing to complete the recommended outlet structure and stormwater improvements in this area on behalf of the affected parties. The improvements are anticipated to address the existing drainage issues and support stormwater capacity and management for future development in the Ditch 33 drainage area of the Monticello Orderly Annexation Area (MOAA). The City received a Wright County grant to fund a portion of the improvements. The ultimate development of the area east on CSAH 39 within the MOAA requires the extension of water and sewer utilities. In 2007, a trunk fee analysis was completed to determine the oversizing costs that would be the City's responsibility. Updating these costs to account for inflation, it is anticipated that these oversizing costs could be approximately $1,130,000. The final price would be determined based on actual project costs at the time of development. A memo summarizing the oversizing and crediting is provided for Council reference. Budget Impact: Wright County has agreed to reimburse the City for the cost of this easement through the water quality grant that was recently awarded. II. Staff Workload Impact: The city engineer has spent approximately 10-15 hours working through the process of acquiring the easement. III. Comprehensive Plan Impact: The Monticello 2040 Plan notes the following "Strategy 4.3.2 - Continue to work with Wright County for improvements to Ditch 33 and the conveyance of stormwater through the entire County Ditch system consistent with the ability to serve the areas within the MOAA with orderly and efficient urban growth." STAFF RECOMMENDED ACTION City staff recommends approving the purchase of a permanent easement for improvements to County Ditch 33 for a total amount of $63,000. SUPPORTING DATA A. Easement Documents B. Oversizing Memo C. Feasibility Study D. Annexation Area Map — East Monticello E. Draft MOU (Reserved for recording) GRANT OF PERMANENT EASEMENT FOR ACCESS, DRAINAGE AND UTILITY PURPOSES ADAM C. JOHNSON and LINDSAY WELLS, married to each other, "Grantors", in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do hereby grant unto the CITY OF MONTICELLO, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, forever, a permanent easement for private access and public drainage and utility purposes over, across, on, under, and through land situated within the County of Wright, State of Minnesota, as described on the attached Exhibit "A" and depicted on the attached Exhibit `B" (the "Easement Premises"). INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Easement Premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said private access and public drainage and utility systems over, across, on, under, and through the Easement Premises, together with the right to grade, level, fill, drain, pave, and excavate the Easement Premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said private access and public drainage and utility systems. Said private access will not be used for public purposes. The private access will be used exclusively by the City and its contractors and agents only for maintenance and repair purposes of the Easement Premises. 2239600 PID 155500083400 The above named Grantors, for themselves, their successors, heirs, and assigns do covenant with the City, its successors and assigns, that they are well seized in fee title of the above described Easement Premises; that they have the sole right to grant and convey the easement to the City; that there are no unrecorded interests in the Easement Premises; and that they will indemnify and hold the City harmless for any breach of the foregoing covenants. ::► •C_ Adam C. Johnson Lindsay Wells STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2022 by Adam C. Johnson and Lindsay Wells, married to each other. Notary Public 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 2239600 PID 155500083400 EXHIBIT "A" to GRANT OF PERMANENT EASEMENT A permanent easement for access, and drainage and utility purposes over, under, across and through the following described property: That part of Government Lot 2, Section 8, Township 121, Range 24, Wright County, Minnesota lying Southerly of the center line of County Road No. 39, per WRIGHT COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 6, according to the recorded plat thereof, said Wright County and Easterly of the East line of HARTWIG'S RIVER ROAD ACRES, according to the recorded plat thereof, said Wright County, as monumented. Said permanent easement is described as follows: A strip of land 40.00 feet in width, the westerly line of said strip is contiguous with a line drawn parallel with and distant 40.00 feet westerly of the following described line: Commencing at the northeast corner of the Northwest Quarter of Section 17, Township 121, Range 24, Wright County, Minnesota; thence North 89 degrees 00 minutes 17 seconds West, assumed bearing along the north line of said Northwest Quarter, a distance of 994.24 feet to the point of beginning of the line to be described; thence North 00 degrees 34 minutes 15 seconds East, a distance of 277.61 feet more or less to the north line of the above described property and said line there terminating. The sidelines of said easement shall be prolonged or shortened to terminate on the north and south lines of the above-described property. PID No. 155500083400 2239600 PID 155500083400 EXHIBIT "B" to GRANT OF PERMANENT EASEMENT �E�#hFI�FtB 34.h��E�� . Q 6.�AEk AG4Y L 31H F'Irl =.-4" 90 Fr N irt'Ei4 - 40 Nhrtic-, iY1 04A N ukE OF -HL Mim 0� RM V. T 12+, R. 24 FE C"6d i GF TF,E+/H lU Hl7tlfilYel-kola sn -r OF SEC +7 T +2+, R 24 e 15WECWTENW-A RG +iS'. m)Xu6 - 0 SV Z ' UnFER wsW 1: Fjc � wDCWEiB 0tASa&3WD - - P,Q 15SW117]XO -A— ADW c,o"M9 _ . :3a LWAIRSrWED E LIFE CF •_5+ B81r2vSE . 27.51 Huff OF 7FE S IM tti O� w Ldw 1551€WD0030,*55196000021.and Permanent Drainage POWs: 15-.600063400, Address: City D1 MorthAlo, & LhilAy Easement 155500112100. 155120000020 Unass�ed Minneso'm � +' �j '' II L 1 `flo :7F b bMEF ADM L ALID E49 u:---. ' Hf6`25'JYW }7 S+ UY*ER AnAld c..AFE&oN w 4CITYE&L JNUA01E_ +,550►+,oe t 9 '.v UANER ADA L' NV480N AMRESS V4AhKLU L PROt'CY�;EC P E RNAkOT G4WwtGE & LMuTr EAMWEHT APSM: J11 F'Irl =.-4" 90 Fr N irt'Ei4 R6 ISS; LOMW -4B4B 9311 FT 4000 Hl7tlfilYel-kola sn -r 15WECWTENW-A RG +iS'. m)Xu6 - 0 SV Z OF Mr. VF 7 T2i, R 24 - - _ -A— CL E LIFE CF PARta L Es ajffl-6" A Huff OF 7FE S IM OF BBC V. 7 121. R 24 fib}` >�� 1551€WD0030,*55196000021.and Permanent Drainage POWs: 15-.600063400, Address: City D1 MorthAlo, & LhilAy Easement 155500112100. 155120000020 Unass�ed Minneso'm � +' �j '' II L 1 `flo 223960v1 PID 155500083400 MORTGAGE HOLDER CONSENT TO EASEMENT PREMIER BANK, organized and existing under the laws of the State of Minnesota, which holds a Commercial Real Estate Mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, which mortgage is dated May 31, 2019 and recorded June 10, 2018 as document number Al 397425 with the office of the County Recorder for Wright County, Minnesota; and holds an Assignment of Leases and Rents, which document is dated May 31, 2019 and recorded June 10, 2019 as document number A1397426 with the offices of the County Recorder for Wright County, Minnesota; for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Grant of Permanent Easement. STATE OF MINNESOTA ( ss. COUNTY OF PREMIER BANK Its [name] [title] The foregoing instrument was acknowledged before me this day of , 2022, by , the of Premier Bank, organized and existing under the laws of the State of Minnesota, on its behalf. Notary Public 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 2239600 PID 155500083400 (Reserved for recording) GRANT OF PERMANENT EASEMENT FOR ACCESS, DRAINAGE AND UTILITY PURPOSES ADAM C. JOHNSON and LINDSAY WELLS, married to each other, "Grantors", in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do hereby grant unto the CITY OF MONTICELLO, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, forever, a permanent easement for private access and public drainage and utility purposes over, across, on, under, and through land situated within the County of Wright, State of Minnesota, as described on the attached Exhibit "A" and depicted on the attached Exhibit `B" (the "Easement Premises"). INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Easement Premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said private access and public drainage and utility systems over, across, on, under, and through the Easement Premises, together with the right to grade, level, fill, drain, pave, and excavate the Easement Premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said private access and public drainage and utility systems. Said private access will not be used for public purposes. The private access will be used exclusively by the City and its contractors and agents only for maintenance and repair purposes of the Easement Premises. 2239610 PID 155500172100 The above named Grantors, for themselves, their successors, heirs, and assigns do covenant with the City, its successors and assigns, that they are well seized in fee title of the above described Easement Premises; that they have the sole right to grant and convey the easement to the City; that there are no unrecorded interests in the Easement Premises; and that they will indemnify and hold the City harmless for any breach of the foregoing covenants. ::► •C_ Adam C. Johnson Lindsay Wells STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2022 by Adam C. Johnson and Lindsay Wells, married to each other. Notary Public 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 2239610 PID 155500172100 EXHIBIT "A" to GRANT OF PERMANENT EASEMENT A permanent easement for access, and drainage and utility purposes over, under, across and through the following described property: That part of the East Half of the Northwest Quarter and the Northeast Quarter of the Southwest Quarter of Section 17, Township 121, Range 24, Wright County, Minnesota, lying Easterly of RIVERSIDE ACRES, according to the recorded plat thereof, said Wright County, as monumented. Said permanent easement lies westerly of the following described line: Commencing at the northeast corner of the Northwest Quarter of said Section 17; thence North 89 degrees 00 minutes 17 seconds West, assumed bearing along the north line of said Northwest Quarter, a distance of 994.24 feet to the point of beginning of the line to be described; thence South 00 degrees 34 minutes 15 seconds West, a distance of 880.88 feet; thence South 89 degrees 25 minutes 45 seconds East, a distance of 27.51 feet; thence South 00 degrees 34 minutes 15 seconds West, a distance of 857.72 feet; thence North 89 degrees 25 minutes 45 seconds West, a distance of 27.51 feet; thence South 00 degrees 34 minutes 15 seconds West, a distance of 732.41 feet; thence North 89 degrees 25 minutes 45 seconds West, a distance of 40.00 feet more or less to the west line of the above described property and said line there terminating. PID No. 155500172100 2239610 PID 155500172100 EXHIBIT "B" to GRANT OF PERMANENT EASEMENT �E�#hFI�FtB 34.h��E�� . Q 6.�AEk AG4Y L 31H F'Irl =.-4" 90 Fr N irt'Ei4 - 40 Nhrtic-, iY1 04A N ukE OF -HL Mim 0� RM V. T 12+, R. 24 FE C"6d i GF TF,E+/H lU Hl7tlfilYel-kola sn -r OF SEC +7 T +2+, R 24 e 15WECWTENW-A RG +iS'. m)Xu6 - 0 SV Z ' UnFER wsW 1: Fjc � wDCWEiB 0tASa&3WD - - P,Q 15SW117]XO -A— ADW c,o"M9 _ . :3a LWAIRSrWED E LIFE CF •_5+ B81r2vSE . 27.51 Huff OF 7I# S IM tti O� w Ldw 1561€16400030, Permanent drainage POWs: 15-.600063400, *55196000021. Address: City a1 MorthAlo, & LhilAy Easement 155500172100. and 155120000020 Unass�ed Minneso'm � +' �j '' II L 1 `flo :7F b bMEF ADM L ALID E49 u:---. ' Hf6`25'JYW }7 S+ UY*ER AnA611..AFE&oN w I8D E&L JNUA01E_ +,550►+,oe t 9 '.v UANER ADA L' NV480N AMRESS V4AhKLU L PROt'CY�;EC P E RNAkOT G4WwtGE & LMuTr EAMWEHT APSM: J11 F'Irl =.-4" 90 Fr N irt'Ei4 R6 ISS; LOMW -4B4B 9311 FT 4000 Hl7tlfilYel-kola sn -r 15WECWTENW-A RG +iS'. m)Xu6 - 0 SV Z OF Mr. VF 7 T2i, R 24 - - _ -A— CL E LIFE CF PARta L Es ajffl A" R Huff OF 7I# S IM OF BBC V. 7 121. R 24 fib}` >�� 1561€16400030, Permanent drainage POWs: 15-.600063400, *55196000021. Address: City a1 MorthAlo, & LhilAy Easement 155500172100. and 155120000020 Unass�ed Minneso'm � +' �j '' II L 1 `flo 223961v1 PID 155500172100 MORTGAGE HOLDER CONSENT TO EASEMENT PREMIER BANK, organized and existing under the laws of the State of Minnesota, which holds a Commercial Real Estate Mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, which mortgage is dated May 31, 2019 and recorded June 10, 2018 as document number Al 397425 with the office of the County Recorder for Wright County, Minnesota; and holds an Assignment of Leases and Rents, which document is dated May 31, 2019 and recorded June 10, 2019 as document number A1397426 with the offices of the County Recorder for Wright County, Minnesota; for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Grant of Permanent Easement. STATE OF MINNESOTA ( ss. COUNTY OF PREMIER BANK Its [name] [title] The foregoing instrument was acknowledged before me this day of , 2022, by , the of Premier Bank, organized and existing under the laws of the State of Minnesota, on its behalf. Notary Public 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 2239610 PID 155500172100 (Reserved for recording) GRANT OF PERMANENT EASEMENT FOR ACCESS, DRAINAGE AND UTILITY PURPOSES ADAM C. JOHNSON and LINDSAY WELLS, married to each other, "Grantors", in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do hereby grant unto the CITY OF MONTICELLO, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, forever, a permanent easement for private access and public drainage and utility purposes over, across, on, under, and through land situated within the County of Wright, State of Minnesota, as described on the attached Exhibit "A" and depicted on the attached Exhibit `B" (the "Easement Premises"). INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Easement Premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said private access and public drainage and utility systems over, across, on, under, and through the Easement Premises, together with the right to grade, level, fill, drain, pave, and excavate the Easement Premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said private access and public drainage and utility systems. Said private access will not be used for public purposes. The private access will be used exclusively by the City and its contractors and agents only for maintenance and repair purposes of the Easement Premises. 2239620 PID 155190000030 The above named Grantors, for themselves, their successors, heirs, and assigns do covenant with the City, its successors and assigns, that they are well seized in fee title of the above described Easement Premises; that they have the sole right to grant and convey the easement to the City; that there are no unrecorded interests in the Easement Premises; and that they will indemnify and hold the City harmless for any breach of the foregoing covenants. ::► •C_ Adam C. Johnson Lindsay Wells STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2022 by Adam C. Johnson and Lindsay Wells, married to each other. Notary Public 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 2239620 PID 155190000030 EXHIBIT "A" to GRANT OF PERMANENT EASEMENT A permanent easement for access, and drainage and utility purposes over, under, across and through the following described property: Outlot C, RIVERSIDE ACRES, according to the recorded plat thereof, Wright County, Minnesota, as monumented. Said permanent easement lies southerly of the following described line: Beginning at the northeast corner of Lot 7, Block 1, said RIVERSIDE ACRES; thence South 89 degrees 25 minutes 45 seconds East, perpendicular to the east line of said Outlot C, a distance of 23.84 feet more or less to said east line and said line there terminating. PID No. 155190000030 2239620 PID 155190000030 EXHIBIT "B" to GRANT OF PERMANENT EASEMENT �E�#hFI�FtB 34.h��E�� . Q 6.�AEk AG4Y L 31H RD =.-4" 90 Fr N irt'Ei4 - 40 Nhrtic-, iY1 04A N ukE OF -HL Mim 0� RM V. T 12+, R. 24 FE C"6dM GF TF,E+/H lU Hl7tlfilYel-kola sn -r OF SEC +7 T +2+, R 24 e 15WECWTENW-A RG +iS'. m)Xu6 - 0 SV Z ' UnFER wsW 1: Fjc � wDDREiB 0tASa&3WD - - P,Q 15SW117]XO -A— ADW c,o"M9 _ . :3a LWAIRSrWED E LIFE CF •_5+ B81r2vSE . 27.51 Huff OF 7I# S IM tti O� w Ldw 1551€WD0030,*55196000021.and Permanent Drainage POWs: 15-.600063400, Address: City D1 MorthAlo, & LhilAy Easement 155500112100. 155120000020 Unass�ed Minneso'm � +' �j '' II L 1 `flo :7F b bMEF ADM L ALID E49 u:---. ' Hf6`25'JYW }7 S+ UY*ER AnA611..AFE&DN w 8D EB6 JNUA01E_ +,550►+,oe t 9 '.v UANER ADA L' NV480N AMRESS V4AhKLU L PROt'CY�;EC P E RNAkOT G4WwtGE & LMuTr EAMWEHT APSM: J11 RD =.-4" 90 Fr N irt'Ei4 R6 ISS; LOMW -4B4B 9311 FT 4000 Hl7tlfilYel-kola sn -r 15WECWTENW-A RG +iS'. m)Xu6 - 0 SV Z OF Mr. VF 7 T2i, R 24 - - _ -A— CL E LIFE CF PARta L Es ajffl A" R Huff OF 7I# S IM OF BBC V. 7 121. R 24 fib}` >�� 1551€WD0030,*55196000021.and Permanent Drainage POWs: 15-.600063400, Address: City D1 MorthAlo, & LhilAy Easement 155500112100. 155120000020 Unass�ed Minneso'm � +' �j '' II L 1 `flo 223962v1 PID 155190000030 MORTGAGE HOLDER CONSENT TO EASEMENT PREMIER BANK, organized and existing under the laws of the State of Minnesota, which holds a Commercial Real Estate Mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, which mortgage is dated May 31, 2019 and recorded June 10, 2018 as document number Al 397425 with the office of the County Recorder for Wright County, Minnesota; and holds an Assignment of Leases and Rents, which document is dated May 31, 2019 and recorded June 10, 2019 as document number A1397426 with the offices of the County Recorder for Wright County, Minnesota; for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Grant of Permanent Easement. STATE OF MINNESOTA ( ss. COUNTY OF PREMIER BANK Its [name] [title] The foregoing instrument was acknowledged before me this day of , 2022, by , the of Premier Bank, organized and existing under the laws of the State of Minnesota, on its behalf. Notary Public 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 2239620 PID 155190000030 (Reserved for recording) GRANT OF PERMANENT EASEMENT FOR ACCESS, DRAINAGE AND UTILITY PURPOSES ADAM C. JOHNSON and LINDSAY WELLS, married to each other, "Grantors", in consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do hereby grant unto the CITY OF MONTICELLO, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City", its successors and assigns, forever, a permanent easement for private access and public drainage and utility purposes over, across, on, under, and through land situated within the County of Wright, State of Minnesota, as described on the attached Exhibit "A" and depicted on the attached Exhibit `B" (the "Easement Premises"). INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Easement Premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said private access and public drainage and utility systems over, across, on, under, and through the Easement Premises, together with the right to grade, level, fill, drain, pave, and excavate the Easement Premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said private access and public drainage and utility systems. Said private access will not be used for public purposes. The private access will be used exclusively by the City and its contractors and agents only for maintenance and repair purposes of the Easement Premises. 223963v1 PID 155190000021 The above named Grantors, for themselves, their successors, heirs, and assigns do covenant with the City, its successors and assigns, that they are well seized in fee title of the above described Easement Premises; that they have the sole right to grant and convey the easement to the City; that there are no unrecorded interests in the Easement Premises; and that they will indemnify and hold the City harmless for any breach of the foregoing covenants. ::► •C_ Adam C. Johnson Lindsay Wells STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT ) The foregoing instrument was acknowledged before me this day of , 2022 by Adam C. Johnson and Lindsay Wells, married to each other. Notary Public 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 223963v1 PID 155190000021 EXHIBIT "A" to GRANT OF PERMANENT EASEMENT A permanent easement for access, and drainage and utility purposes over, under, across and through the following described property: Outlot B, RIVERSIDE ACRES, according to the recorded plat thereof, Wright County, Minnesota, as monumented. Said permanent easement lies northerly of the following described line: Beginning at the northeast corner of Lot 1, Block 2, said RIVERSIDE ACRES; thence South 89 degrees 25 minutes 45 seconds East, perpendicular to the east line of said Outlot B, a distance of 21.13 feet more or less to said east line and said line there terminating. PID No. 155190000021 223963v1 PID 155190000021 EXHIBIT "B" to GRANT OF PERMANENT EASEMENT �E�#hFI�FtB 34.h��E�� . Q 6.�AEk AG4Y L 31H RD =.-4" 90 Fr N irt'Ei4 - 40 Nhrtic-, iY1 04A N ukE OF -HL Mim 0� RM V. T 12+, R. 24 FE C"6dM GF TF,E+/H lU Hl7tlfilYel-kola sn -r OF SEC +7 T +2+, R 24 e 15WECWTENW-A RG +iS'. m)Xu6 - 0 SV Z ' UnFER wsW 1: Fjc � wDDREiB 0tASa&3WD - - P,Q 15SW117]XO -A— ADW c,o"M9 _ . :3a LWAIRSrWED E LIFE CF •_5+ B81r2vSE . 27.51 Huff OF 7I# S IM tti O� w Ldw 1551€WD0030,*55196000021.and Permanent Drainage POWs: 15-.600063400, Address: City D1 MorthAlo, & LhilAy Easement 155500112100. 155120000020 Unass�ed Minneso'm � +' �j '' II L 1 `flo :7F b bMEF ADM L ALID E49 u:---. ' Hf6`25'JYW }7 S+ UY*ER AnA611..AFE&DN w 8D EB6 JNUA01E_ +,550►+,oe t 9 '.v UANER ADA L' NV480N AMRESS V4AhKLU L PROt'CY�;EC P E RNAkOT G4WwtGE & LMuTr EAMWEHT APSM: J11 RD =.-4" 90 Fr N irt'Ei4 R6 ISS; LOMW -4B4B 9311 FT 4000 Hl7tlfilYel-kola sn -r 15WECWTENW-A RG +iS'. m)Xu6 - 0 SV Z OF Mr. VF 7 T2i, R 24 - - _ -A— CL E LIFE CF PARta L Es ajffl A" R Huff OF 7I# S IM OF BBC V. 7 121. R 24 fib}` >�� 1551€WD0030,*55196000021.and Permanent Drainage POWs: 15-.600063400, Address: City D1 MorthAlo, & LhilAy Easement 155500112100. 155120000020 Unass�ed Minneso'm � +' �j '' II L 1 `flo 223963v1 PID 155190000021 MORTGAGE HOLDER CONSENT TO EASEMENT PREMIER BANK, organized and existing under the laws of the State of Minnesota, which holds a Commercial Real Estate Mortgage on all or part of the property more particularly described in the foregoing Grant of Permanent Easement, which mortgage is dated May 31, 2019 and recorded June 10, 2018 as document number Al 397425 with the office of the County Recorder for Wright County, Minnesota; and holds an Assignment of Leases and Rents, which document is dated May 31, 2019 and recorded June 10, 2019 as document number A1397426 with the offices of the County Recorder for Wright County, Minnesota; for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Grant of Permanent Easement. STATE OF MINNESOTA ( ss. COUNTY OF PREMIER BANK Its [name] [title] The foregoing instrument was acknowledged before me this day of , 2022, by , the of Premier Bank, organized and existing under the laws of the State of Minnesota, on its behalf. Notary Public 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 223963v1 PID 155190000021 >� CITY OF • iceno PUBLIC WORKS Date: 5/18/2023 To: Rachel Leonard, City Administrator From: Matt Leonard, PW Director/City Engineer MEMORANDUM DEPARTMENT OF PUBLIC WORKS Re: Utility extension and oversizing — CSAH (County State Aid Highway) 39 East Monticello City Code section 50.01 states that no sanitary sewer, watermain, or storm sewer connection shall be made serving the property of any person or occupants of the land, parcel, or premises affected that have not paid or provided for the payment of the full and proportionate share of the utilities. To help determine the proportionate share for the extension of sanitary sewer, storm sewer, and watermain throughout the City's annexation area, the City completed a trunk fee analysis in 2005 and amended the trunk fee policy in 2007. As indicated in these reports, trunk fees that the City charges are used to pay for the increased pipe sizes and miscellaneous system -wide improvements. These fees are one-time charges for each property and are paid at the time of development by the developer. The trunk fee analysis assumed that trunk main costs are the oversizing cost above an 8 -inch and for over depth costs associated with the construction of these trunk mains. The 2007 updated trunk fee analysis indicated that the Hidden Forest lift station and force main would provide sanitary sewer service to the east CSAH 39 area. The price for oversizing and over depth of these trunk improvements was identified as $389,000 in 2007 dollars. To provide water service to this same area, loop watermain to the Sunset Ponds development, and provide for the over depth an oversize credit of $82,000 was also determined. MNDOT (Minnesota Department of Transportation) has calculated inflation and projections, and these have been utilized to update the 2007 trunk fee calculated costs estimated above as shown below. Utilizing these numbers, the 2023 oversizing and over depth costs are anticipated to be $934,431 for sanitary sewer and $196,975 for watermain trunk extensions for the CSAH 39 east service area. These oversizing credit amounts would need to be updated based on actual project costs and would be applied against development fees as indicated in the City's fee schedule. These and any additional credits would typically be approved through an agreement with the developer. Attachments: Trunk Fee Analysis Amendment to the Trunk Fee Analysis Inflation rate* Trunk Sewer Cost Trunk Water Cost 2007 4110 $389,000 $82,000 2008 4% $404,560 $85,280 2009 4% $420,742 $88,691 2010 4% $437,572 $92,239 2011 4% $455,075 $95,928 2012 41/o $473,278 $99,766 2013 41/o $492,209 $103,756 2014 4% $511,897 $107,906 2015 4% $532,373 $112,223 2016 4% $553,668 $116,712 2017 4% $575,815 $121,380 2018 15% $662,187 $139,587 2019 19% $788,003 $166,109 2020 6% $835,283 $176,075 2021 -10% $751,755 1 $158,468 2022 13% $849,483 $179,068 2023 10% $934,431 $196,975 `Utilizes MNDOr Construction Inflation Projechons for SFY 2024-2D33 Utilizing these numbers, the 2023 oversizing and over depth costs are anticipated to be $934,431 for sanitary sewer and $196,975 for watermain trunk extensions for the CSAH 39 east service area. These oversizing credit amounts would need to be updated based on actual project costs and would be applied against development fees as indicated in the City's fee schedule. These and any additional credits would typically be approved through an agreement with the developer. Attachments: Trunk Fee Analysis Amendment to the Trunk Fee Analysis Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello Prepared by WSB & Associates, Inc. 701 Xenia Avenue, Suite 300 Minneapolis, MN 55416 (612) 541-4800 (612) 541-1700 (fax) Trunk Fee Analysis Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota. Bret A. Weiss, P.E. Date: December 12, 2005 Lic. No. 20753 Trunk Fee Analysis Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 December 12, 2005 Honorable Mayor and City Council City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 01494-05 Dear Mayor and Council Members: Thank you for the opportunity to prepare this Trunk Fee Analysis document. We have developed a number of trunk fee scenarios that correspond with the projected City growth and potential alternatives for providing service throughout the ultimate annexation area. We would be happy to discuss this report with you at your convenience. Please give us a call at 763-541-4800 if you have any questions. Sincerely, WSB & Associates, Inc. Bret A. Weiss, P.E. President Enclosure cc: Jeff O'Neill, City of Monticello Rick Wolfsteller, City of Monticello John Simola, City of Monticello Table of Contents Certification Transmittal Letter Table of Contents I. Introduction......................................................................................................1 A. Description.........................................................................................................1 B. Scope..................................................................................................................1 C. Trunk Fee Policy............................................................................................... 2 II. Future Conditions...........................................................................................3 A. Developable Areas............................................................................................. 3 B. Orderly Annexation Area.................................................................................. 3 C. Potential Ultimate Service Area........................................................................ 3 D. Ultimate Service Area Population.................................................................... 4 E. Ultimate Service Area Projected Water Use ..................................................... 4 F. Ultimate Service Area Projected Wastewater Flow ......................................... 5 G. Ultimate Storm Sewer Service Area................................................................. 5 III. Sanitary Sewer Fund.....................................................................................6 A. Description.........................................................................................................7 B. Improvements.................................................................................................... 7 C. Cost Analysis..................................................................................................... 7 IV. Water System Fund........................................................................................9 A. Description.........................................................................................................9 B. Improvements.................................................................................................... 9 C. Cost Analysis................................................................................................... 10 V. Storm Sewer Fund.........................................................................................11 A. Description.......................................................................................................11 B. Improvements.................................................................................................. 14 C. Cost Analysis................................................................................................... 15 D. Policy administration...................................................................................... 17 VI. Summary and Recommendations................................................................19 Tables Figures Table I —Estimated Developable Acres Table 2 Potential Ultimate Service Area Table 3 — Estimated Home Start Per Year Table 4 — Projected Water Demand and Water Storage Needs Table 5 — Wastewater Design Flows Table 6 — Sanitary Sewer Capital Improvement Plan Table 7 — Water System Capital Improvement Plan Table 8 — Stormwater System Capital Improvement Plan Table 9 — Summary of Stormwater Trunk and Ponding Fees Figure 1 —Future Developable Acres Figure 2 — Orderly Annexation Figure 3 Potential Ultimate Service Area Trunk Fee Analysis Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Figures Continued Figure 4 — Potential Trunk Watermain System Figure 5 — Potential Trunk Sanitary Sewer System Figure 6 — Potential Trunk Storm Sewer Conveyance System Figure 7 — Trunk Storm Sewer Improvements Appendix A Cash Flow Analysis — Sanitary Sewer Trunk Fee Appendix B Cash Flow Analysis — Water System Trunk Fee Appendix C Cash Flow Analysis — Trunk Storm Sewer Fee Appendix D Analysis of Sanitary Sewer Trunk Fees Assessed — `per unit" vs. `per acre" Appendix E Competitive Fee Analysis Trunk Fee Analysis Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 L Introduction A. Description As development occurs within a City, utilities such as watermain, sanitary sewer, and storm sewer are constructed in the developed areas. In most instances, portions of the utility improvements need to be large enough to serve extensive areas outside of the immediate development. These utilities are called Trunk Improvements and are paid for through Trunk Fees. Trunk fees can be collected on a gross acre or net acre of development basis and are uniform across the City. This study has examined the current trunk fee program and has estimated future improvements and makes recommendations regarding the funding of the trunk improvements. B. Scope The City of Monticello currently uses the following methods to collect fees related to utility systems: 1) User Fees (Rates): These fees are billed quarterly for water and sanitary sewer usage. The City bills the users based on actual usage amounts. The City then uses the fees collected to pay for operation, maintenance, and minor repairs. 2) Trunk Fees: These fees typically are used to pay for the increased pipe sizes and miscellaneous system -wide improvements. These improvements benefit the entire system. These fees are one-time charges for each property and are paid at the time of development by the developer. 3) Connection Charges: These fees are paid when a property connects to the sanitary sewer or water system. In the case of Monticello, 30 percent of the sanitary sewer access charges (SAC) are deposited in the sanitary trunk fund and the remaining 70 percent are used to pay for the wastewater treatment facility and collection system. The water charges (WAC) are used to finance wells, water towers and other major facilities. The scope of this report is limited to examining a trunk fee charge for the Sanitary Sewer, Water, and Storm Sewer systems in the City. We have made preliminary assumptions as to future land absorption, water system improvements, sanitary sewer improvements, and storm sewer improvements, and examined the financial ramifications of various funding mechanisms. Trunk Fee Analysis Page I Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 C. Trunk Fee Policy The underlying trunk fee philosophy is that new development should fund system expansions required to accommodate the new growth. However, an individual development or parcel should not be solely responsible for improvements that benefit an entire region of the City. This philosophy, as related to water and sanitary sewer, is instituted by requiring a developer to pay for the construction of the minimum pipe size needed in the development and requiring the City to pay for the differential or over -sizing cost to increase the pipe size to that needed by the region and to fund the cost to extend the system to the individual properties. The City then collects a trunk fee from all properties within the region to pay for the over -sizing costs. Sanitary sewer lift stations, water supply wells, water towers, and utility appurtenances are also considered as trunk improvements. Monticello started collecting the sanitary sewer trunk fee ($1,250/acre for all zoning types) in 1990 with the Cardinal Hills development. The water trunk fee ($625/acre for all zoning types) was implemented in 1994 with the Southwest Area development. The stormwater trunk fee enacted in 1997 consists of a fee for commercial/business development ($5,200/acre), industrial development ($4,933/acre), and residential development ($4,502.50/acre). The current sanitary sewer and water trunk fees are charged by the gross acre, which is defined as the entire undeveloped acreage. The storm sewer trunk fee is charged by the net acre which is defined as developable property minus pond acreage (at high water level) and wetlands at the delineation line, rounded to the nearest tenth (1/10th) of an acre. The trunk fees are set at a rate to pay for the anticipated trunk improvements necessary within the City. Once established, the trunk fee should be reviewed annually to determine if modifications are necessary. From a financial viewpoint, trunk fees can be deposited in a Sanitary Sewer, Stormwater, or Water Access Fund as appropriate. The funds will pay for improvements or for debt service payments, depending upon the cost of a given year's improvements. Because trunk improvements typically have long life spans and can be very expensive, we have assumed a 20 -year period for the proposed improvements. To perform a cash flow analysis, the proposed improvements will be funded with the use of 10 -year revenue bonds at an interest rate of 6%. The cash flow analysis assumes debt service payments including interest for the improvements discussed herein. As is common with trunk fee funds, due to the improvements being completed in advance of the development of available property, for a number of years, the fund will run at a deficit, which will need to be made up for through other funds. When the Water and Sewer Access Funds have a positive cash flow, these monies can then be returned to those funds. The source of deficit and the length of time in deficit are key factors that must be considered when setting the trunk fee rate. It is also important to use an annual increase to attempt to keep the costs similar to developers from year to year. Trunk Fee Analysis Page 2 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 IL Future Conditions A. Developable Areas Developable areas and the rate of absorption were determined in the 2004 Monticello Water System Plan and considered applicable for the purposes of this study. The area within Monticello's city limits is approximately 4,700 acres. The existing area with sewer and water service is approximately 3000 acres. The potential long-term planning area includes approximately 11,000 additional acres, based on the recent annexation analysis. Therefore, many areas could be developed. However, not all of this acreage is considered developable. The areas that are considered not developable include wetlands, lakes, rivers, parks, open space, public areas, and semi-public areas. Each land use section's total acreage was calculated. Existing developed areas, service and unserviced areas, and undevelopable areas were subtracted to obtain developable acreage. The resulting developable areas include roads and common areas that would be included in developments. The developable acreages by land use categories are shown in Figure 1 and summarized in Table 1. B. Orderly Annexation Area In an effort to control the growth within the recently annexed township the City has developed an orderly annexation area that is anticipated to be developed first as shown in Figure 2. Ample space has been provided for both commercial and industrial development as well as residential. Promoting growth within the orderly annexation area will help spread out the costs associated with trunk improvements as they happen throughout the city. Developers may want to develop areas outside of the orderly annexation area before it is filled out; this is often called "leapfrog development". If this happens it may require that additional trunk charges be charged to the developers to recover the costs associated with extending service farther out sooner than expected. C. Potential Ultimate Service Area The potential ultimate service area is the developable area within the recent annexation area. Projects in the planning stage were taken into account, as was a site's location in relation to existing developed area and existing service. The potential ultimate service area is shown in Figure 3 and summarized in Table 2. The potential service area is shown for 0 to 20 years and 20 years and beyond. In addition, residential and non-residential areas are identified. Growth is projected to occur primarily surrounding the existing serviced areas. Trunk Fee Analysis Page 3 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 D. Ultimate Service Area Population To develop the build out population for the projected service area, the residential development area will be used to estimate the projected population. The projected build out population will provide a framework for the trunk improvements proposed in this study and will provide a maximum potential need for the service area. By knowing this potential, additional facilities can be planned which may or may not be needed, while providing facilities that are needed in the near term, without overbuilding. To estimate the future population, the number of projected households can be determined from the total area available for residential development. Recently residential developments within the City have averaged three houses per acre, with an average of 2.64 persons per household. With a gross area of approximately 7118 acres for future residential development, at 2.5 homes per gross acre, and 2.59 persons per household, the projected population from new development is 35,631 people. Including the existing population the projected build out population for the entire service area is approximately 55,500 people. To reach the service area build out population over the next 40 years, the City would have to average approximately 340 housing starts per year. In many cases, as the population of a community increases, the rate of development often increases. For purposes of this study and the cost analysis, the number of housing starts will remain constant for 10 -years at 300 units per year from 2005 to 2015 then increasing to 380 units per year thereafter. Table 3 in this report shows a projection of the number of housing starts per year and the cumulative area used. E. Ultimate Service Area Projected Water Use If the build out population is reached within the service area, it is possible to project future water use based on current water usage. The per capita water use based on total system consumption including industrial and commercial, averaged 170 gallons per capita per day (gpcd) over the last 10 years, as noted in the recent 2004 Monticello Water System Plan. The future water demands were calculated by using the gallons per acre method and are presented in Table 4. The gallons per acre method of projecting future water demands was selected by the City of Monticello after analyzing other possible methods. The methods analyzed included: 1) using the 10 -year average per capita demand of 170 gpcd with calculated population figures; 2) assuming the 2003 relationship between population and water demand will continue and remain unchanged in the future (182 gpcd); and 3) using 154 gpcd, which is the demand when Sunny Fresh, the one high water use industry, is removed from the per capita demand figure. The removal of Sunny Fresh's demand from the per capita demand depicts a more accurate projection of the future water demand because of the industries current Trunk Fee Analysis Page 4 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 higher than average water demand. F. Ultimate Service Area Projected Wastewater Flow The projection of future wastewater needs in a growing community is important for determining ultimate trunk sewer sizing, lift station capacities, and wastewater treatment needs. To reach the projected build out population, proper planning of these systems is imperative for servicing the entire area in a manner that is cost effective for future growth yet not a financial burden on the existing community. Typically, a community is divided into sewer service areas or sewer "sub -districts" to develop trunk sewers and lift station locations. The sewers in each sub -district generally flow by gravity to a common collection point like lift stations or trunk sewers. The gravity sewer system within each area is governed by the topography of the land. Figure 5 illustrates the proposed trunk sanitary sewer improvements required to serve the ultimate service area. To determine design flows, the Recommended Standards for Wastewater Facilities, commonly referred to as "Ten States Standards", recommends an average day design value of 100 gpcd for new residential growth. Based upon a value of 100 gpcd and 55,500 residents (ultimate projected population), the average daily design flow from new residential development at build out conditions is 4.6 million gallons per day (MGD). Typical peaking factors developed for various flow rates will be used to determine peak flows. Table 5 shows the design flows associated with residential, industrial, and commercial growth. Design flows from commercial and industrial growth are more difficult to determine since the types and number of businesses are not known at this time. Depending on the type of industry, flow and load can vary greatly. Rather than plan for specific industries, the design flows from new industrial and commercial growth will be determined using an average flow per acre basis. If another wet industry, with a high flow and load, is developed in the City, the issues of how to serve that industry should be dealt with at that time. An average flow of 1,000 gallons per acre per day (gpad) will be used to determine the design wastewater flow from future industrial growth and a flow of 800 gpad will be used to determine the flow from future commercial growth. It should be noted that a 2004 study of the current wastewater treatment plant identified a future maximum service capacity of 12.85MGD peak flow or 5.85MGD average flow. As the city reaches the projected ultimate build out, an alternative method of wastewater treatment and disposal may need to be explored. G. Ultimate Storm Sewer Service Area Trunk Fee Analysis Page 5 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 For the purpose of calculating a trunk storm sewer fee, a trunk storm sewer conveyance system is defined as a drainage system that accommodates stormwater runoff from parcels of land that are outside of the ownership of a given property owner. This conveyance system includes trunk storm sewer lines and regional ponding areas. A regional ponding area is defined as a pond or system of ponds that provides stormwater storage and treatment for more than one parcel. A trunk storm sewer line is defined as a stormwater conveyance system, storm sewer, or storm ditch that transports stormwater to a regional pond. The service area associated with the City's trunk storm sewer conveyance system will include all undeveloped areas within the City's orderly annexation area (Figure 1). Using a USGS map, drainage areas that provide runoff into or from the City's annexation area will be delineated (Figure 6). The future land use along with soils information for this area will be used to calculate stormwater runoff for these drainage areas. Using this information, a potential trunk storm sewer conveyance system will be designed. Trunk storm sewer fees are necessary in order for the City to provide assurances that: An adequate drainage system can be financed and constructed so that stormwater runoff from parcels within the City can be reasonably accommodated through downstream areas. 2. The City can acquire property for constructing the trunk storm sewer system while new development takes place so that the plans of both the City and the developer can be coordinated. I Property owners within the City will be treated fairly. The implementation of this fee will allow new developments to pay for trunk infrastructure improvements that are needed to accommodate the new development. Failure to implement this fee would result in all taxpayers in the City paying for the cost of improvements that are for the most part only benefiting newly developing areas. The implementation of this program will also allow the City to compensate property owners for the additional cost associated with developing property that has stormwater runoff passing through it from upstream drainage areas. III. Sanitary Sewer Fund Trunk Fee Analysis Page 6 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 A. Description The Sanitary Sewer System Fund is funded from the trunk area charges and 30 percent of the sewer access charges (SAC). The remaining 70 percent of the SAC fee is used to pay for the current outstanding debt of the wastewater treatment plant and future improvements to treatment plant. Monticello currently (2005) charges a SAC fee of $3,656 and a trunk fee of $2,228 per acre. The City is using this fund for maintenance and vehicle purchases, sanitary sewer infrastructure improvements, sewer improvements, and outstanding debt from the WWTP improvements. It is our opinion that non -capital expenditures should be funded through operating funds. The rationale behind this is that trunk charges are one-time fees and when development stops, there will be no funding source available to replace equipment and vehicles. Additionally, the equipment and vehicles are used on the existing system and as such should be paid for by the existing users. We have assumed that no equipment and vehicle purchases will be made from the Sanitary Sewer Fund generated by the trunk area charge. While the City does not need to follow this rationale at this time, some thought should be given to it for the future. In summary, the trunk area charges should pay for sanitary the sewer over sizing costs including the lift stations within the system. The user rates should pay for the combined operation and maintenance costs of the sanitary sewer system and the wastewater treatment facility. In the past the trunk fees were increased annually using a constant multiplier of 4%, it is proposed that trunk fees will continue to increase in accordance with this policy. Cash flow analyses of these separated funds are shown in Appendix A. B. Improvements The sanitary sewer trunk system improvements needed to serve the anticipated 40 - year development build out of the City are summarized in Table 6, and are schematically shown on Figure 5. It should be noted that the dates are approximate and area subject to council approval. The dates do affect the trunk fee charges, as well as the fund balance. City staff has and will continue to use existing systems as much as possible to extend the need for the large expenditures until the latest possible date. C. Cost Analysis The preliminary project costs shown in Table 6 are in 2005 construction dollars, and they include construction, engineering, legal, and administrative costs. Changes in construction costs will generally be tied to the Engineering News Record Construction Cost Index. The construction cost index has averaged around 2% during the last decade. A slightly more conservative value of 3.0% will be used as part of the cash flow analysis to estimate the future cost for each potential improvement. It is Trunk Fee Analysis Page 7 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 important to note that the timing of these improvements is flexible and will be directly dependent on the development pattern that occurs. Trunk Fee Analysis Page 8 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 IV. Water System Fund A. Description The Water System Fund is funded from water access charges (WAC) and trunk area charges. Monticello currently (2005) charges a WAC fee starting at $740 and a trunk fee of $1,752 per acre. Expenditures from this fund are used for capital improvements such as trunk watermain, water towers, and water supply wells. As with the Sanitary Sewer Fund, we do not recommend using this fund for items such as operation and maintenance, equipment replacement, line repair, and vehicles. The same reasoning applies. In summary, the current water access charge and trunk area charge should be used to pay for the trunk system improvements. The user rates should be used to pay for the operation and maintenance costs of the water system. B. Improvements The water system improvements are based on the 40 -year development build out of the City and fall into two categories. The first category is trunk watermain improvements. We have assumed $200,000 a year for trunk watermain on years where major trunk improvements have not been identified and have inflated the expenditure at 3.0% per year for the 40 -year development period. The second category is water supply improvements, which include wells, pump houses, storage, and a future water treatment facility. The water supply system improvements are based on the firm capacity of the wells, ground storage, and the volume of elevated storage available. These are compared with several design criteria including maximum probable fire demand, maximum day demand, and nighttime tower filling. The additional wells and elevated storage have been preliminarily outlined in order to approximate costs and set trunk area charges. The water supply and storage needs were determined in the 2004 Monticello Water System Plan and are outlined in Table 7 and shown in Figure 4. The well firm capacity needed by 2045 is approximately 17,200 gpm. The well firm capacity is based upon the maximum day water use. The existing well firm capacity is 4,300 gpm. Approximately 13,000 gpm of additional well capacity will be needed to meet future water demands. Using the capacities of the existing shallow wells as a rough estimate for future well capacities, approximately five additional wells would be needed to meet the future demands. The total amount of additional water storage needed by 2045 is approximately 6.5 million gallons. The water storage needs are determined by taking the required fire Trunk Fee Analysis Page 9 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 fighting storage plus additional equalization storage. The required fire fighting storage is based upon a peak flow rate of 3,500 gpm for the duration of three hours. The additional equalization storage is approximately 30 percent of the maximum day water demand. Water treatment is not currently mandatory for the City of Monticello. Monticello's water has iron and manganese levels above secondary drinking water regulations, which are set for aesthetics, not health, and are not mandatory. However, it is anticipated that the well water quality may deteriorate over time; as contaminates reach further down into the groundwater, water treatment will be required at some point in Monticello's future. For the purposes of cash flow analysis, we have assumed a need for a water treatment facility in 10 years. The City has planned on the future treatment plant to be located at the reservoir site. This is a centrally located site and has been assumed to be the site indicated in the 2004 Water System Plan. The improvements developed are outlined in the cash flow analysis in Appendix B. The preliminary project costs outlined in Appendix B include construction, engineering, legal, and administrative costs. C. Cost Analysis Changes in construction costs will generally be tied to the Engineering News Record Construction Cost Index. As indicated under the sanitary sewer fund, a value of 3.0% will be used as part of the cash flow analysis to estimate the future cost for each project. It is important to note that the timing of these improvements is flexible and will depend on the expected development. It is anticipated that the fees will continue to be increased the current 4% on an annual basis to keep up with inflation. The cost of improvements were estimated from the 2004 Monticello water system plan and used in developing a Capital Improvement. A copy of the aforementioned improvement plan and their estimated construction cost are presented in Table 7. The improvements consist of wells, booster pumps, water storage, trunk watermains, and a water treatment facility. Trunk Fee Analysis Page 10 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 V. Storm Sewer Fund A. Description The Storm Sewer Fund is currently funded from trunk storm sewer fees, by land use, of $6,869 per acre for commercial, $6,497 per acre for industrial and $5,902 per acre for residential. The current storm water trunk fee includes the costs of a trunk conveyance system and a regional ponding system. In examining the current trunk fee system and storm water trunk fees, it is the recommendation of this report to remove storm water ponding from the designated storm water trunk fee. The cost of regional ponding is dependant on land use, impervious surface, location, and most importantly land costs. Because most developments provide their own ponding on site, the storm water ponding calculation worksheet will be used to determine fees when regional ponds are already in place or in cases where on-site ponding is not feasible. Expenditures from this fund are used for capital improvements such as trunk storm sewers, lift stations, and regional ponding areas. As with the Water and Sanitary Sewer Fund, we do not recommend using this fund for items such as operation and maintenance, equipment replacement, line repair, and vehicles. The same reasoning applies. As part of developing these costs, the City's Engineering Design Standards associated with construction of new conveyance systems, including new stormwater retention and treatment facilities, need to be defined. Toward this end, please find outlined below the following specific design standards and plan implementation procedures that the City will utilize in the implementation of these fees: 1) Trunk storm sewer design The City will work toward constructing gravity outlets for most systems. In cases where it can be demonstrated through a cost benefit analysis that the costs for using a lift station will be less than that associated with a gravity system, consideration for a lift station outlet from a given drainage area will be considered. ■ The storm sewer conveyance system will be designed to accommodate the rates outlined in the City's Comprehensive Storm water Management Plan. ■ It will be the developer's responsibility to convey stormwater runoff through lateral systems and overland, overflow systems from a given site to the Trunk Fee Analysis Page 11 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 designated trunk storm sewer conveyance system. The construction of these lateral systems will accommodate a 10 -year return frequency rainfall event unless a variance is granted. Overland overflows must also be available for these areas, which will convey water to the designated stormwater storage and treatment area prior to a building floor being inundated. ■ The City will give consideration to utilizing open drainage ways instead of storm sewers in situations where such a system can be built at reduced cost provided it can be demonstrated that long-term maintenance of that facility will not warrant the use of a lower maintenance but more capital intensive piping system. 2) Regional ponding design ■ Storm water storage will need to be provided for areas in their fully developed condition for a critical duration rainfall event having a I% chance of occurrence in any given year. In many cases, the 100 -year, 10 -day snowmelt may be determined the critical duration event. ■ In accordance with general direction developed through the Nationwide Urban Runoff Program (NURP) and the Directives of the Metropolitan Council, developers will be required to provide treatment for stormwater runoff by constructing treatment ponds with dead water storage volumes equal to the runoff volume from a 2.5" rainfall event. Basin geometrics including length to width ratios and average depth will also be designed in accordance with the direction provided by NURP and Metropolitan Council Directives. ■ Storm water retention and treatment ponds will be lined with an impermeable membrane or soils in areas where land use activities are believed to provide a significant potential for groundwater contamination. In cases where basins are constructed as two -cell systems, the primary cell will be lined but it will not be necessary to line the secondary cell with an impermeable membrane. ■ Infiltration will be incorporated into the design to the extent reasonable and practical so as to provide a rate 1/12 of an acre-foot per tributary acre per day. ■ Side slopes associated with the construction of the retention and treatment basins must be maintained at 10:1 over the first 10 feet waterward, followed by a maximum of 4:1 slope in the interior of these basins. This requirement does not apply in areas where natural depressions are going to be used to provide retention and treatment. ■ The outlets from treatment basins will have a design configuration such that skimming of oil and floatables will be provided for low flow discharges. A two - Trunk Fee Analysis Page 12 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 stage design configuration for the pond shall also be utilized for these systems to improve retention and treatment functions of the basin. The City will attempt to delay construction of downstream retention and treatment facilities until such time as property in these areas is under development. In cases where an upstream system must be provided an outlet, the City will consider utilizing portable pumps to maintain normal water elevations in designated stormwater storage areas, until such time that the downstream trunk storm sewer can be constructed. 3) Methods associated with estimating revenue and cost ■ The City anticipates generating revenue to construct the trunk storm sewer conveyance system through the storm sewer trunk fee. It is anticipated that in order for the City to construct trunk storm sewer systems, it may be necessary for the City to bond for system improvements in order to allow development to occur. Once development occurs, the trunk storm sewer charges collected as a part of development will be utilized to reimburse the trunk fund and pay off the bonds. It has been assumed that no revenue will be generated from areas outside of the City's orderly annexation area that drain into the City unless a joint powers agreement has been drafted between the City and an adjoining governmental unit that addresses each community's responsibility relative to funding the construction of such systems. Project costs for land acquisition and improvements are based on an engineer's estimate of average costs based on a variety of land acquisition and construction scenarios. The typical scenario utilized herein assumes that the City would attempt to construct most projects concurrently with land development activities. The preliminary design and cost estimates for systems were developed using reasonable care. However, it will be necessary to periodically update the design assumptions and cost estimates contained herein. It is anticipated that this report will be reviewed and updated annually or as necessary to reflect changes in construction costs or changes in the assumptions utilized for the trunk conveyance system design. Changes in construction costs will generally be tied to the Engineering News Record Construction Cost Index. ■ The trunk storm sewer fee will be based on the total cost associated with the construction of the trunk storm sewer conveyance system to provide an outlet to the next planned downstream regional pond. Trunk Fee Analysis Page 13 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 If applicable, the regional ponding fee will be determined by calculating the cost to provide ponding and treatment for a 100 -acre site divided by the net developable acreage within that site. It is the intention of the City to apply the trunk storm sewer fee to all properties that are developing, provided that these properties have not previously paid a trunk storm sewer fee or assessment. The cost associated with the trunk storm sewer fee includes administrative, legal, permitting, and engineering costs for all trunk and ponding improvements. Theses administrative, legal, permitting, and engineering costs were estimated at 28% of the construction costs. A 10% contingency cost was applied to the total cost for land acquisition costs. ■ Cost calculations associated with the excavation of material in an effort to construct a trunk stormwater conveyance system will be based on the assumption that 100% of the material excavated will remain onsite. The cost for excavation and placement on adjacent property is estimated at $4.00 per yard. The City will require developers to provide at no cost easements or outlot dedications over parcels that will be utilized for stormwater storage, treatment, or conveyance system construction to accommodate runoff from their site. In addition, floodplain and wetland areas will also be required to be dedicated to the City at no cost. Areas that are dedicated will be subtracted from the total acreage so that trunk storm sewer charges are not assessed against these areas. It is the intention of the City to pay developers the cost for oversizing a lateral drainage system to accommodate stormwater runoff from off their property. In cases where the City constructs a trunk facility first, if the developer utilizes the trunk facility, the developer will be responsible for paying the City for the cost they save in utilizing the trunk drainage system instead of designing a lateral system to collect and convey this stormwater runoff. B. Improvements The City of Monticello contains parts of 11 watersheds. Stormwater from these watersheds drain into Mississippi River, Blue Lake, Gilchrist Lake, Pelican Lake, and Otter Creek. A potential trunk storm sewer conveyance system has been proposed in Figure 6 to provide drainage for all annexation areas of the City. The trunk storm sewer conveyance system improvements needed to serve the anticipated 40 -year development build out of the City are summarized in Table 8, and are schematically shown on Figure 7. These totals include the costs of construction, administration, legal, permitting, engineering, and land acquisition. Trunk Fee Analysis Page 14 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Ponding improvements required in the policy portion of this report anticipate that approximately 4% of the total developable residential land use will be required for the construction ponds. Industrial and commercial land uses can be anticipated to dedicate approximately 6% of the developable land for ponding. Ponding is provided to reduce peak discharge rates for flood events; provide flood protection to developing parcels and downstream parcels; and to treat stormwater runoff before it is discharged to Mississippi River, Blue Lake, Gilchrist Lake, Pelican Lake, and Otter Creek. C. Cost Analysis As indicated under the sanitary sewer fund and water system fund, a value of 3.0% will be used as part of the cash flow analysis to estimate the future cost for each project. Again, it is important to note that the timing of these improvements is flexible and will depend on the expected development. In accordance with the two previous funds it is anticipated that the fees will continue to be increased the current 4.0% on an annual basis to keep up with inflation. 1) Trunk Storm Sewer Costs The capital costs associated with constructing the trunk storm sewer conveyance system are broken out into costs associated with the following: a) Land acquisition for conveyanceystem construction Land acquisition necessary for the installation of the trunk conveyance system (storm sewer piping and/or ditching) was estimated based on the length of the system multiplied by an easement width. For storm sewer systems an easement width of 30' was used. For ditch conveyance systems an easement width of 50' for lateral ditches and 100' for main ditches was used. In cases where undeveloped land would need to be acquired through the purchase of property, the land cost was estimated at $30,000. b) Trunk storm sewer conveyanceystem construction costs This is the cost associated with construction of future trunk storm sewer conveyance systems. c) Administrative, le _gal, permitting, engineering This trunk storm sewer charge includes a 10% contingency cost and a 28% cost for administrative, legal, permitting, and engineering activities related to all aspects of the system construction. Based on this assessment, to compensate the City for providing these trunk storm sewer conveyance systems, a fee of $3,120 per net acre will be assessed to developing property where trunk systems are available or will be constructed. Breakdowns of the anticipated costs associated with each of the Trunk Fee Analysis Page 15 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 elements of the potential trunk storm sewer conveyance system are shown in Table 8. 2) Regional Ponding Costs The costs associated with constructing trunk stormwater storage and treatment facilities are not included in the trunk conveyance costs. The storm sewer conveyance fee outlined in this report covers only the cost associated with trunk conveyance system improvements. Separate costs are, however, included herein for stormwater storage and treatment system construction. These costs are included to allow the City to design and construct regional stormwater storage, treatment, and infiltration ponds and assess developing property for such regional improvements when it is deemed reasonable to do so. Under these conditions, if the City advises the developer they must utilize regional ponding systems, they will not be required or allowed to provide on-site ponding. The storm water regional ponding fee was developed by considering the stormwater storage and treatment needs for a 100 -acre parcel with residential, industrial, and commercial land use. The following assumptions were made to determine the regional ponding fee: ■ The detention storage required is the volume determined to be necessary to reduce the 100 -year, critical event peak discharge rate to a 0.10 cfs/acre. ■ The land area required to provide ponding was based on an average live water storage depth of 4 feet. ■ If the developer does not provide on-site ponding because it is not feasible or it conflicts with the City's regional ponding plans, cash dedication may be required. Cash dedication may also be required if the proposed ponding is not sufficiently sized to meet City requirements. ■ The cash dedication fees are equal to the cost of the land and the cost of excavation needed to build ponds. The requirement for cash in lieu of land and pond construction shall be based on a schedule in accordance with the prescribed land use and current property values. These values are calculated by using market values of land plus the cost of excavation based on $4.00 per cubic yard needed to excavate ponds. ■ Residential $ 3,490 per acre ■ Commercial $ 6,997 per acre ■ Industrial $ 8,176 per acre Trunk Fee Analysis Page 16 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 The cash dedication fees were determined using the charts included in Appendix C. The first chart is a graphical representation of the Walker model and gives a general estimation of pond sizes based on land use and tributary size. It is intended to estimate the excavation volumes and the percentage of land needed for ponding base on the development size. The above ponding fees most likely will be reduced based on the developer's contribution to storm water ponding. If more volume is provided below the NWL or above the HWL, the developer will be eligible for ponding reimbursements. Similarly, if the development does not meet City ponding standards or is developing land not identified for a regional ponding area, the development will be charged the per acre rate schedule. The trunk storm sewer conveyance system improvements developed are outlined in the cash flow analysis in Appendix C. The preliminary project costs outlined in Appendix C include construction, engineering, legal, and administrative costs. D. Policy administration The trunk storm sewer fee program will be administered by the City as outlined in the following procedure: ■ The developer will submit plans and calculations to the City. ■ The City will review the plans and calculations to determine if the design is reasonable, cost effective, and in conformance with the City's standards for drainage system design. Area calculations will also be reviewed to determine the area over which the trunk storm sewer fee would apply. ■ The City will include a condition of approval for the final plat requiring payment of the trunk storm sewer fees prior to recording the plat. ■ The City will calculate the trunk storm sewer fee based on the land area information and hydrologic calculations submitted by the developer. This total amount due is then forwarded to the City Clerk. ■ The City Clerk will collect payments made by the developer. In the case of properties that have already been developed but have not paid a trunk storm sewer fee because they were platted prior to the effective date of the trunk storm sewer fee ordinance, the appropriate fee will be collected at such time as any new building permit is issued in accordance with the following procedure: Trunk Fee Analysis Page 17 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 ■ The property owner shall submit a survey and area calculation for the site. ■ The City will calculate the trunk storm sewer fee based on the land area information submitted. The City will collect payments made by the property owner at the time of building permit issuance. The City will also reserve the right to annually update this report and/or fee amount, as well as any service area expansions, subject to City Council approval. Trunk Fee Analysis Page 18 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 VL Summary and Recommendations ■ Trunk fees need to be set at an appropriate rate to pay for the trunk improvements required for development. Based on the cost analyses included within this report, we recommend the trunk fees should be set as follows: Sanitary Sewer Trunk Fee $1,132 per Residential Unit $2,830 per acre for Commercial and Industrial Developments Water System Trunk Fee $872 per Residential Unit $2,180 per acre for Commercial and Industrial Developments Storm Sewer Trunk Fee $3,120 per Net Acre Storm Water Storage and Ponding Fees $8,176 per acre for Industrial Developments $6,997 per acre for Commercial Developments $3,490 per acre for Residential Developments These fees are waived if the developers provide the ponding but will be charged to developers that are contributing their portion of a regional pond. ■ Trunk fees should be deposited in Sanitary Sewer, Water System, and Storm Sewer Funds. Operation and Maintenance funds should be held in a separate account. ■ The City should continue to assess the trunk fees; however, the terms should be reduced to 3 years. ■ The City should consider a transition for recurring expenses such as equipment replacement, facility repair and vehicle purchases be paid from the Operation and Maintenance Funds. If it is determined to stand with the current policy, some adjustment to the trunk fee may be required. ■ Keeping the trunk fees competitive with other nearby communities is important and the annual fee multipliers can be adjusted up or down depending on when actual expenditures occur. The trunk funds should be evaluated at least every couple of years to determine if the rates are adequate to meet the current construction demands. As projects are pushed up on the schedule, or if they are delayed, the trunk fund balances will be impacted. Trunk Fee Analysis Page 19 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 ■ In addition to the sanitary sewer trunk improvements there will be a need for additional wastewater treatment as the community grows. With the expected population growth the sanitary flows will exceed the current capacity of the wastewater treatment facility within a short time. The existing flow at the treatment facility is 1.1 MGD and the current average capacity of the WWTP is 2.07 MGD. This leaves approximately 0.97 MGD available for use, which represents a population equivalent of approximately 8,330 people at 100 gallons per capita per day plus 242 acres of non-residential development. Based on the projected population the facility could reach the maximum flow capacity as early as 2011. A separate fund for the wastewater treatment plant should be implemented to better track cash flows related to the WWTP. A separate cost analysis for improvements to the WWTP is also included in Appendix A. Based on the cash flow analysis, 100% of the SAC fees may be deposited into the WWTP fund after 2018. The SAC fee should also be raised 4% on an annual basis in the same manner as the trunk funds. ■ The cost for a Water Treatment Facility should be split between the trunk fund and an added increase to the city water rates. This would call for water rate increase of approximately $0.15/100 -cu ft of water. This rate increase does not need to occur immediately, but should be considered prior to the construction of the plant. We the cash flow analysis of the trunk water system fund located in Appendix B assumes a rate increase of $0.15/100 cu ft over a 20 -year period to pay for half the expense of constructing a Water Treatment Facility, with the remaining half being paid for with trunk fees. ■ The City should encourage development in an orderly fashion within the orderly annexation area to help spread out the costs associated with trunk improvements as they happen throughout the City. "Leapfrog" development, which is essentially allowing development in areas that are not directly adjacent to existing developed areas, requires the extension of trunk facilities past undeveloped properties. Extending utilities past undeveloped properties does not allow for collection of trunk fees and often requires easement acquisition, which raises the costs. As a policy, the City should require that any developer or landowner requesting to develop property outside the normal development pattern would be required to pay all additional costs associated with extending the utilities to the property. This property owner would also pay the trunk utility fees and would not receive a rebate for the up -fronted expenditures. Trunk Fee Analysis Page 20 Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Tables Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 TABLE 1 Developable Acres Land Use Acres Residential 6,938 Commercial 191 Industrial 746 Mixed Commercial/Industrial 340 Total 8,395 Notes: (1) Figures are taken from the 2004 Monticello Water System Plan. • Developable acres do not include wetlands • Rural residential (existing developed unserviced) is not included TABLE 2 Potential Ultimate Service Area Notes: (1) Figures are taken from the 2004 Monticello Water System Plan. • Residential acres do not include 752 acres of rural residential (existing developed unserviced). • Water demand from this acreage is included in ultimate water demand calculations. Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 0-20 Years (Acres) 20+ Years (Acres) Residential 3,537 3,582 Non -Residential 823 454 Total 4,360 4,036 Notes: (1) Figures are taken from the 2004 Monticello Water System Plan. • Residential acres do not include 752 acres of rural residential (existing developed unserviced). • Water demand from this acreage is included in ultimate water demand calculations. Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Table 3 Estimated Build Out Population Projection Citv of Monticello, MN Notes: *Estimated 170 gallons of water used per capita (based on 2004 Water Study) Ratio of Maximum Day to Average Day Water Use = 2.7 (based on 2004 Water Study) (1) Ref. City of Monticello Population Projections (dated 03/10/05) (2) Basis of population projections: Planning information from the City of Monticello on timing and type of developments and the following: * 2.5 units/gross acre * 2.59 people per household (2000 census) Population Growth Projected Population Growth Monticello, MN 70,000 60,000 50,000 N C 40,000 .y d 30,000 0 �* 20,000 10,000 0 2004 2014 2024 2034 2044 Year Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Entire Annexation Area - Gradual Increased Growth ear 2004 est. pop served = 8579 Estimated Cumulative Average Max Day Projection Growth Total Area Used Water Water Year (units/yr) people/yr) Residents 2.5 units/ac Use d Use d 2004 10,278 1,897,319 5,122,761 2005 300 777 11,115 120 2,051,829 5,539,938 2009 300 777 14,641 720 2,609,026 7,044,371 2014 300 777 18,826 1,320 3,121,351 8,427,647 2019 380 984 23,903 2,080 3,678,672 9,932,414 2024 380 984 29,204 2,840 4,494,496 12,135,138 2029 380 984 31,951 3,600 4,917,259 13,276,599 2034 380 984 36,665 4,360 5,454,285 14,726,571 2039 380 984 41,249 5,120 6,136,201 16,567,743 2044 380 984 45,909 5,728 6,829,423 18,439,442 Totals 13,678 35,631 45,909 5,728 Notes: *Estimated 170 gallons of water used per capita (based on 2004 Water Study) Ratio of Maximum Day to Average Day Water Use = 2.7 (based on 2004 Water Study) (1) Ref. City of Monticello Population Projections (dated 03/10/05) (2) Basis of population projections: Planning information from the City of Monticello on timing and type of developments and the following: * 2.5 units/gross acre * 2.59 people per household (2000 census) Population Growth Projected Population Growth Monticello, MN 70,000 60,000 50,000 N C 40,000 .y d 30,000 0 �* 20,000 10,000 0 2004 2014 2024 2034 2044 Year Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 TABLE 4 Projected Water Demand and Water Storage Needs Design Year 2004 2009 2014 2024 Ultimate Population Served 8,579(') 14,641(') 18,826(2) 29,204(2) 55,000(') Average Day Water Use (gpd) 1,584,000 2,610,000 3,122,000 4,494,000 8,256,000 Peak Day Water Use (gpd) 4,752,000 7,830,000 9,365,000 13,482,000 24,768,000 Peak Day Water Use (gpm) 3,300 5,400 6,500 9,400 17,200 Well Firm Capacity (gpm) 4,300 5,400 6,500 9,400 17,200 Required Fire Fighting Rate (gpm) 3,500 3,500 3,500 3,500 3,500 Required Fire Fighting Duration (hours) 3 3 3 3 3 Required Fire Fighting Storage (gal) 630,000 630,000 630,000 630,000 630,000 Equalization Storage (gal) 1,426,000 2,349,000 2,813,000 4,049,000 7,430,000 Total Storage Needed (gal) 2,056,000 2,979,000 3,443,000 4,679,000 8,060,000 Existing Elevated & Ground Storage (gal) 1,560,000 1,560,000 1,560,000 1,560,000 1,560,000 Additional Storage Need (gal) 496,000 1,419,000 1,883,000 3,119,000 6,500,000 Notes: (1) Ref. City of Monticello Public Water Supply Emergency and Conservation Plan 2003 (2) Basis of population projections: Planning information from the City of Monticello on timing and type of developments and the following: • 2.5 units/gross acre • 2.59 people per household (2000 census) Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 TABLE Future Additional Sanitary Sewer Flow Rates Notes: (1) Assumes an average flow of 100 gallons per capita per day for residential growth based upon the Recommended Standards for Wastewater Facilities, commonly referred to as "Ten States Standards". Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Total Area (acres) Net Area (acres) Houses (2.5/acre) Population (2.59/house) Average Daily Flow (MGD) Peaking Factors Required Peak Flow (MGD) (gp-) New Residential 7,169 4,480 17,923 46,421 4.64 2.4 11.141 7,736 Total 7,169 4,480 17,923 46,421 4.64 2.4 11.141 7,736 New Industrial (1,000 gpad) 746 448 0.45 3.5 1.568 1,089 Total 746 448 0.45 3.5 1.568 1,089 New Commercial (800 gpad) 531 319 0.25 3.7 0.944 656 Total 531 319 0.25 3.7 0.944 656 TOTAL ESTIMATED NEW FLOW 5.34 2.3 12.282 8,529 Notes: (1) Assumes an average flow of 100 gallons per capita per day for residential growth based upon the Recommended Standards for Wastewater Facilities, commonly referred to as "Ten States Standards". Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 TABLE 6 Sanitary Sewer Capital Improvement Plan (2005 Dollars) — see figure 5 Notes: Costs are for budgeting purposes only, and are subject to change as projects are studied, designed, and constructed. Trunk main costs are assumed to be the oversizing cost above 8 -inch. Project Costs include 10% for contingency and 28% for indirect costs. Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Trunk Costs WWTP Costs Improvement (Oversizing and Overdepth cost for Trunk Mains) 1) 2005 - 36 -inch Southeast interceptor (Phase 1) 3,150,924 2) 2005 - Otter Creek lift station & force main (Phase 1) 716,819 3) 2005 - Meadow Oak Lift Station 1,560,540 4) 2005 - 12 -inch Insignia trunk sewer extension 100,000 W 2005 - Skid Loader 14,000 5) 2006 - Hidden Forest lift station and force main. (Credit Developer) 389,000 W 2006 - Phase 1; Heat drying system. 4,000,000 W 2007 - Phase 2; expand the existing class B bio -solids process 3,250,000 6) 2007 - 30 -inch Northwest trunk sanitary sewer (Phase 1) 1,310,000 7) 2008 - 12 -inch Featherstone trunk sewer (Phase 2) 100,000 8) 2008 - Marvin Road lift station pump replacement to accommodate 265,000 increased capacity needs. 10) 2010 - 36 -inch Southeast interceptor (Phase 2) 1,750,000 W 2010 - SBR Tank 2,042,050 11) 2011 - Insignia lift station and force main — require to serve the area 380,000 west of Insignia/Schluender development. 12) 2011 - River Street Trunk Main — Replace River Street sanitary 1,000,000 sewer, reroute Chestnut force main to connect to new River Street trunk main, replace Chestnut lift station pumps. 13) 2012 - 12 -inch YMCA Development trunk sewer 260,000 14) 2012 - Replace interceptor from Hart Blvd to WWTP 370,000 (24 -inch to 48 -inch) 15) 2012 - Otter Creek force main extension to the Southeast interceptor. 1,800,000 16) 2013 - 18 -inch Northwest trunk sanitary sewer (Phase 2) 410,000 17) 2014 - 18 -inch 85th Street NE trunk sewer 360,000 18) 2017 - Southeast area lift station and forcemain — required to serve 425,000 the area east of Meadow Oaks and south of I-94. 19) 2020 - 36 -inch Southeast interceptor (Phase 3) 1,600,000 W 2020 - SBR Tanks (2) 6,000,000 20) 2021 - 18 -inch Southeast interceptor — lateral east (Phase 1) 560,000 21) 2024 - 18 -inch Southeast interceptor — lateral west (Phase 1) 430,000 22) 2026 - 12 -inch Southeast interceptor — lateral east (Phase 2) 630,000 23) 2027 - Long Lake lift station and force main — required to serve the 465,000 area on the east side of Long Lake. Notes: Costs are for budgeting purposes only, and are subject to change as projects are studied, designed, and constructed. Trunk main costs are assumed to be the oversizing cost above 8 -inch. Project Costs include 10% for contingency and 28% for indirect costs. Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 TABLE 7 Water System Capital Improvement Plan (2005 Dollars) — see figure 4 Improvement Trunk Costs (Oversizing cost for Trunk Mains) 1) 2005 - 16 -inch Trunk Main to Water Tower (T-2) 80,000 3) 2005- Elevated Water Tower (T-2) (1,000,000 gal) 2,423,000 4) 2005 - CSAH 75 12 -inch Looping CSAH 39 to Hart Blvd 110,000 5) 2005- CSAH 18 Watermain Realignment 300,000 6) 2005- Meadow Oak Avenue 12 -inch Watermain Relocation 125,000 7) 2005 - 16 -inch Chelsea Road Extension 32,040 8) 2006 - 16 -inch Continuation of Savannah Drive 43,000 9) 2006 - 12 -inch trunk main -continuation of CSAH 39 & 12 82,000 inch loop to Sunset Ponds (Credit Developer) 10) 2006 - 16 -inch Chelsea Rd. extension to Tower No. 3 190,000 11) 2007 - Booster Station No. 1 Expansion 120,000 12) 2007 - 12 -inch extension of Trunk Hwy. 25 26,000 13) 2010 - Well No. 6 800,000 14) 2008 - 20 -inch Connector Between Above 16 -inch Extension 16,000 and 90'' Street 15) 2012 - Reservoir Expansion No. 1 (1,000,000 gal) 920,000 16) 2009 - 16 -inch from 90th St. to Chelsea Rd. extension 126,000 17) 2010 - 16 -inch I-94 crossing loop to River Street 165,000 18) 2013 - Well No. 7 800,000 19) 2012 - 12 -inch connector between 90"' St. and Trunk Hwy. 25 76,000 20) 2013 - 12 -inch main along Jason Ave. connecting to southern 34,000 portion of Carlisle Village 21) 2017 - T-3 (Elevated or Ground Storage) 2,150,000 22) 2014 - 20 -inch connector to Chelsea Rd. 111,000 23) 2017 - Well No. 8 800,000 24) 2014 - 16 -inch main from Water Tower 2 to Trunk Hwy. 25 65,000 25) 2024 - Water Treatment Facility 7,850,000 26) 2024 - 24 -inch trunk main to WTP 1,800,000 27) 2016 - 20 -inch extension south along 901h St. 197,000 28) 2017 - 12 -inch trunk main Northwest Service Area 336,000 29) 2021 - Well No. 9 800,000 30) 2022 - Reservoir Expansion No. 2 920,000 31) 2020 - 20 -inch Fenning Avenue Extension 533,000 32) 2028 -Well No. 10 800,000 33) 2029 - Booster Station No. 2 600,000 34) 2025 - 16 -inch Loop Ferning Ave to Hwy 25 350,000 Notes: 1. Figures are taken from the 2004 Monticello Water System Plan. 2. Costs are for budgeting purposes only, and are subject to change as projects are studied, designed, and constructed. 3. Trunk main costs are assumed to be the oversizing cost above 8 -inch. In some commercial/industrial areas, the actual oversizing cost will be that above 12 -inch. 4. Project Costs include 10% for contingency and 28% for indirect costs. Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 TABLE 8 Storm Water System Capital Improvement Plan (2005 Dollars) - see figure 7 Storm Sewer Improvements Estimated Estimated Trunk Total Costs City Costs 1) 2005 - 7th Street - Highland Way $191,700 2) 2005 - Hillside Farms Outlet $239,000 3) 2005 - CSAH 18/1-94 Interchange $1,215,788 4) 2005 - School Blvd Ext - Deegan to 90th $56,700 5) 2005 - Chealse Road West $219,250 6) 2005 - Street Recon (Phase III) $323,020 7) 2006 - BASIN CD -02 County Ditch Watershed 48" RCP outlet and overflow (Phase I) $990,600 8) 2007 - BASIN TH-01 Lifstation for pond in Subwatershed TH-01 $866,200 9) 2007 - BASIN KF -13 Storm sewer system for area south of Klien Farms 5th $796,600 10) 2007 - BASIN TH-04 Storm sewer system for area southeast of Groveland 3rd $154,500 12) 2008 - BASIN TH-27 Storm sewer system for area southeast of N.E. 85th Street and Hwy. 25 $464,400 13) 2009 - BASIN OC -09 Storm sewer system for Subwatershed OC -09 $1,913,900 14) 2009 - BASIN OC -11 Storm sewer system for Subwatershed OC -11 (Phase I) $851,750 15) 2010 - BASIN TH-03 Storm sewer system for area east of Groveland 3rd $272,700 16) 2010 - BASIN CD -08 Storm sewer system for area northeast of Carlisle Village $139,700 17) 2011 - BASIN TH-21 Storm sewer system for area west of Featherstone Addition $191,800 18) 2012 - BASIN CD -09 Storm sewer system for area east of Carlisle Village $195,400 19) 2013 - BASIN CD -06 Storm sewer system for area east of Ridge Estates $163,300 20) 2014 - BASIN OC -11 Storm sewer system for Subwatershed OC -11 (Phase II) $851,750 21) 2015 - BASIN CD -03 Storm sewer system for area east of Meadow Oaks and south of I-94 $943,400 22) 2016 - BASIN MR -22 Storm sewer system for area south of Township Rd. and Int. 94 $191,200 23) 2017 - BASIN OC -15 Storm sewer system for Subwatershed OC -15 $163,200 24) 2018 - BASIN OC -16 Storm sewer system for Subwatershed OC -16 $116,400 25) 2019 - BASIN KF -09 Storm sewer system for area east of Hunters Crossing $450,100 26) 2020 - BASIN KF -10 Storm sewer system for area east of N.E. 85th Street $156,600 27) 2020 - BASIN KF -11 Storm sewer system for area west of Hillside Farms 1 st $173,700 28) 2021 - BASIN TH-05 Storm sewer system for area west of School Blvd. and Hwy. 25 $315,500 29) 2021 - BASIN CD -05 Storm sewer system for Subwatershed CD -05 (Phase I) $738,800 30) 2022 - BASIN CD -05 Storm sewer system for Subwatershed CD -05 (Phase II) $738,800 31) 2022 - BASIN TH-11 Ditch maintenance along Hwy. 25 in Subwatershed TH-11 $216,700 32) 2023 - BASIN OC -14 Storm sewer system for Subwatershed OC -14 (Phase I) $108,100 33) 2024 - BASIN TH-07 Storm sewer system for area southwest of School Blvd. and Hwy. 25 $398,000 34) 2024 - BASIN MR -32 Storm sewer system for Subwatershed MR -32 $397,500 35) 2025 - BASIN OC -14 Storm sewer system for Subwatershed OC -14 (Phase II) $108,100 36) 2025 - BASIN MR -26 Storm sewer system for area west of Timber Ridge $177,000 Notes: I Costs are for budgeting purposes only, and are subject to change as projects are studied, designed, and constructed. 2 Project Costs include 10% for contingency and 35% for indirect costs. Trunk Fee Analysis Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 $1,680,138 $675,600 $1,056,420 $120,000 $515,650 $332,480 $188,360 $127,440 $82,660 $170,350 $188,680 $88,240 $32,640 $23,280 $90,020 $116,060 $210,860 $591,040 $21,620 $159,100 $57,020 Tables TABLE 9 Trunk Fee Calculations STORMWA TER TRUNK FEE ANALYSIS CITY OF MONTICELLO, MN Watershed Total Capital Cost Net Developable Acres Trunk Fee Per Acre Otter Creek $18,190,000 6,236 $2,916.93 Trunk Highway 25 $2,660,000 993 $2,678.75 Klein Farms $1,460,000 351 $4,159.54 County Ditch 33 $6,380,000 1,658 $3,848.01 Mississippi River $3,580,000 1,103 $3,245.69 TOTALS $32,270,000 10,341 $3,120.59 Future Expansion Gilchrist Lake $5,450,000 2,893 $1,883.86 Pelican Lake $1,670,000 705 $2,368.79 Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Figures Trunk Fee Analysis Tables Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 10. 1, RR O 1 , LDR LDR -�. LDR \�'-iY��7� __ `��gv � •' �� ! 0 Cil }. '1-• ~ A _ f -moi' L'e C � City of Monticello Trunk Fee Analysis ♦ MONTICELLO �' IF r Future ' Developable Acres* Figure 1 - r ° N lr _ LDR Y -vcvk-lm~� r r, h r inn t _AWA.�,, . RR , � ' 0 1,750 3,500 7,000 D D <<. Jew. ; Feet �. LDR ! - ell.+ LDR 1 •I: • AILMDR MDR Legend MDR _ MDR•;�`�' NWI Wetlands r:. Q City of Monticello _LDR _ R Future Landuse (DEVELOPABLE ACRES) LDR LDR RR . LDR L LDRLDR ' . � _ LDR LDR Low Density Residential (6368 AC) LDR Industrial (746 AC) L MDR Medium Density Residential (570 AC) LDR LDR RR Rural Residential (646 AC) cn Commercial / Industrial (340 AC) 0 Commercial (191 AC) LDR Open • -1 MDR LDR a o City Biosolids Disposal LDR f Developable acres do not include wetlands o ■ _ WSB & As—he—, Ine.. 20+R }y �! •fir �,. � . y r' �^� • ti +{. _ _ v�V[}'I • ± � :ii } '�i t 1 �. 0. EDU 20+R EX I D ummi 20+R IA City of Monticello Trunk Fee Analysis MONTICELLU Potential Ultimate Service Area Figure 3 N t I_ V w7r 5 1n1 FI. EDU G 0-20R EDU -- 0 1,750 3,500 7,000 Feet 20+R EX I D ummi 20+R IA City of Monticello Trunk Fee Analysis MONTICELLU Potential Ultimate Service Area Figure 3 N t I_ V w7r 5 1n1 FI. EDU 0-20R -- 0 1,750 3,500 7,000 Feet Legend r& ,- ' EXISTING CITY OF MONTICELLO a- NWI WETLANDS 0-20N 0 - 20 YEARS NON-RESIDENTIAL (823 AC) 0-2OR 0 - 20 YEARS RESIDENTIAL (3537 AC) 20+N 20 + YEARS NON-RESIDENTIAL (454 AC) _ 20+R 20 + YEARS RESIDENTIAL (3582 AC) ' EDU EXISTING DEVELOPED UNSERVICED (752 AC) EX EXISTING SERVICE AREA (2955 AC) Ns NOT SERVICED (2694 AC) - -444 Monticello e Analysis rTr�i i n iter System 7ements ure 4 0 FT 2000 4000 5 YEARS 10 YEARS 20 YEARS BEYOND 20 YEARS K:\01494-05\Cad\Exhibits\FigS_Sanitary System Improvements.dwg EST N City of Monticello Trunk Fee Analysis MONTICELLO Future Sanitary Sewer Improvements Figure 5 X 0 FT 2000 4000 LEGEND 5 YEARS 10 YEARS 20 YEARS BEYOND 20 YEARS -41 �• tl� V�1�`J __ , i�"n1 - E Ali.^. 1 - R•!'if I-c""Ib• ' S r1 B 3a Y x1 Mme. -z6 s- f __ .' OC -26 1 • .'9w�0. �� - I® O �� I., ` • . MR -30 � � .^y, �,` - � � 4y �O,'. `��i� 4 OC -25' { _ MR -32 , �J r� I � r \� l � ��. •-•� fMCw Li OC - . MR -29 MR -2] MR -25 -29 - - l ��Z . • �.. _ -? R V© _ '�1? ` T MR -26 - f.• �•--': V �� .J �l\Vli', ^ 1'r • 1 lA..— MR -24 1 C �', `�� C� �iC � �- �. i ��_�y�� I. it _ _ _ 1 'MR -31 I"1'r OC -12' 1 ..MR:21 1 MR -22 r :�!•�I ,1`\ 1` �� - , !+' { - .., 0C:10 J Ir OC -06 L.. OC -03' OC -2] 4 I _- _.] OC -09... - OC.06 � r r1 f �r 1 BL -15 OC -28 0C-22 I ��a, l 1 D OC -08 I MR -08. 4 � L •. � I OC -26 •MR -051 MR -03 _ � ' BL -04 OC -11 OC -30 V h..—.-�- _ HTV. C� - HB.04B y MR'09 He -04A"- � 1M!v '• �� , �r ,� -. : � \ ti TH�12 : ,�TH 301 rr y. � � ,:: � . ' / • _ - • BL 03 --i- 3 TH.08 �� /, HB -051. - TH'-09�.J_. T�-18 IP -01A; �IP=010-'• CD -01 A r.' IP -01A f+- - S '�:•:..L I P. ./'/1 I} �_ - .,, 4 TH-i6 I J �� HB -13 IP.13 1 .. ILC -15 TH-03 H614 IP -02 IP -01 IP -01C- MR -02 MO -0,1 1 L/I,IP-�11P-01 MR -03 eL-01._ J -v STH -01 '� IP -04 �: 1 IPOIP-02 MO -03 1 Y L.r TH•28 1 rIP-0] MO, -OS y I > TH-08 %J- J HB -08 MO 05 - r 7 r •`p-; '"y`l �'I - f� IP.O6 •HB:09 1� 1 IP 02 " BL -06 MO -04 BL -OS CD -02 i BL-02� •� \ � . -1f- -- � lT/�■L1 TX -29 XB -10 .. 1 M0.11 B M _ .. TH-1] •� IP.08 :: ■ MO -12 BL -0] _ _ .--. - _ H IP -10 .. - - .•. 1 - i .} - - T1J KF -12 IP -03 . � -.•' •.. f- r B-1, B MO'15• CD -11 M - IP;09 -. ... 1 1 TH OC -1 . - TH-20 I TH-28 KF -01 Ti.1, H-19 KF-03'� KF-0fi KF -13 - BL -18 ' 1 [• r. ��- TH-11 1� MO-i6t•• - -7`_:-24. KF -W - i C. i IIP -12 M0113A I- C KF- MO -23 ` D-08 KF -07,' ~ _ '., KF -11 - KF -08 N IMO -1] CD -03" 11'•f V i 1{\ i•' f 1 `�_ M0-20 rMO-11 J, ll BL-oa .. - roc-zl `.i • - ��1, � - \ J lij � ` cD,os BL -09 iVJ OC -20 GL _ GL -06 ...1 O GL-08'� GL -05 p • .` J 4 _ y PL -03 1 1 (1` fid _ - _ �r ! V�� `�,•lt�o aI CD -04 BL -17 P .. \ GL -09 Y! (■�V`7 C -,l SGL -02 ;��✓ 4 LL Q BL -12 1 r P - .. I J /� ., �- • '!4 �d PL -01 L BL -138 11 - .-_k ...- _. . �� City of Monticello Trunk Fee Analysis MON WELLQ Potential Trunk Storm Sewer Conveyance System Figure 6 N 0 2,000 4,000 8,000 Feet Legend City of Monticello Subwatersheds Orderly Annexation Area BL - Blue Lake Stormsewer CD - County Ditch Existing O GL - Gilchrist Lake Trunk O HB - Hart Blvd Lateral IP - Industrial Park Forcemain O KF - Klein Farms Ditch O MO - Meadow Oaks - Proposed Ponds MR - Mississippi River OC - Otter Creek O PL - Pelican Lake TH - Trunk Highway 25 Outside of OAA W SB A OC -27 BL -15 L M-28 OC -22 BL -04 6L-03 BL -06 BL -05 BL -1. ■r OC -12 37 MR -23 1 L MR -221 ■ MR -22 ■ OC -.10 ( OC -02 1 OC -06 OC -03' ~ OC -01 OC -04 V OC -23 1 OC -09 OC -05 MR -12 I , 4 MR-07,� C) C1 I `i�^ OC -0]r MR O6 1 22 C-08 MR -088 $OC -24 5 OS MR - MR -03 OC -3p 1 0G-11 O HB -02A 1 TH-13 -04B 4 HB -02- H HB -04B 1 + •O�� R-09 HB, -04A- SHB 03� ` THV12 THJO r -{ --_— 1 - _ _ TH 11 TH 14 I��•:HBASA HB -03A MR -01 11ry HB -06 TH-08 1 1 � HB -OS i �I TH=09 TH-15y.�� /\I/P�0�1A � ` �� •IP=010 1 / - 1 YYY555 TH-i6 Y ` H'-13 v 1A �y 1 OC -15 - "p -0- TH -03 • 4 4 IP -13 111 HB -p] - l IP�01C r 7�`•e-+ 26 HB -14 IP -02 IPA: - MR -02 1 V 2 /� .( ` 1'1 - IP -04 IP -011P-01 MR -OJ 1 BL 1 n7 � 1 11� 2� TH-01 I P -02% B O TH-04. %�P 0' �' IP -02 I 1 H-06 TH-28 HB-OS�ti P-07 ,1 Mo _.08 4 ,f. 1 L•H18:09 { IP -O6 IP -02 �� 1 L P-02 MO.09 BL -02 '� TH-29 HB -10 �� I O�- 7)o IP -OS T rr M0-11 32 TH-1] MO.12 1 -HB-12 IP -09 1 IP -1 MO -14 L, r. TH-05 TH-073 TH-18 } -12 � IP -03 MO -15 ,13 CD -1 HB -11 OC -14 31 TH-2p TH-25 KF -01 1 TH�19'. IP -11 1 28 TH-22 KF -03 KF 06L KW O TH-11� TH-21 I KF -04 C0=( •tf TH-24. IP -12 r --t 1 MO -13A i 35 KF -05 MO -23 r - `� CD -08 TH-23 KF -07 KF -11 1 TH;26 KF -02 KF -08 ■■ BL -16 1 r� ,! TH-27 1 ✓ oc-19 �ll = 17 1 roC;21 �� l� OC -20 1 r-+� GL ■ GL -OS � �-..l 6L-11 1 0 as BL -17 i 1 GL -09 GL -02 1 / GL -01 43 GL•03 BL -12 1 3 I MO -01. 1 rl 1-03 _ .. MO -04 12V= 2 MOU�1, —CD J 1 24� - IMO -20 MO -19 30 CD'o5 ■ = L�rf—,G�-O6 - 29 ■ i 4U GL -05 PLA3 r■■ I r; CD-Od PLrp` 1 .-02-6 1 PL -04B PL -01 City of Monticello Trunk Fee Analysis MONTICELLO Trunk Storm Sewer Improvements Figure 7 0 2,000 4,000 8,000 Feet Legend City of Monticello Subwatersheds Orderly Annexation Area BL - Blue Lake 7O Storm Improvement Number CD - County Ditch Stormsewer GL - Gilchrist Lake Existing - HB - Hart Blvd Trunk IP - Industrial Park Forcemain KF - Klein Farms Ditch MO - Meadow Oaks - Proposed Ponds - MR - Mississippi River OC - Otter Creek PL - Pelican Lake TH - Trunk Highway 25 Outside of OAA Wim/ iI 14 !.r„e, i:f1•.,, err, Appendix A Cash Flow Analysis — Sanitary Sewer Trunk Fee Trunk Fee Analysis Appendix A Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Cash Flow Analysis Sanitary Sewer Trunk Fund (Adjusted Fee) City of Monticello WSB Project No. 01494-050 Beginning Balance $3,461,000 Residential Trunk Fee = $1,132 per unit Expenditure Inflation Rate 3.00% Debt Transfer Year Adjusted Trunk Fee $2,830 per acre Beginning Balance Annual Fee Multiplier (Year 1-10) 4.00% Adjusted SAC Fee = $3,656 per unit Annual Fee Multiplier (Year 11-40) 4.00% SAC Fee Transfer = 30% SAC Fee (to sanitary sewer fund) $1,097 per unit** Reduce SAC Fee = 0.0% per year Sanitary Sewer Trunk Fund Expenditures Debt Service Trunk Fee Sac Fees** Annual Balance Debt Transfer Year Description Beginning Balance $3,461,000 $0 2005 $0 $316,376 $368,525 $4,145,901 $0 2006 2005 Improvements (#1,2,3, & 4) $5,528,283 $751,117 $316,376 $383,266 $4,094,426 $0 10 year bond 6% 2007 2006 Improvements (#5) $751,117 $434,652 $398,596 $4,176,558 $0 10yr bond 6% Credit Developer $389,000 2008 2007 Improvements (#6) $1,310,000 $939,943 $452,038 $414,540 $4,103,193 $0 10 vear bond 60 2009 2008 Improvements (#7 & 8) $365,000 $994,133 $470,119 $431,122 $4,010,301 $0 10 year bond 6% 2010 $994,133 $488,924 $448,367 $3,953,459 $0 2011 2010 Improvements (# 10) $1,750,000 $1,269,773 $508,481 $466,301 $3,658,468 $0 10 year bond 6% 2012 2011 Improvements (#11 & 12) $1,380,000 $1,493,655 $528,820 $484,953 $3,178,588 $0 10 vear bond 60 2013 2012 Improvements (#13, 14, & 15) $2,430,000 $1,899,709 $549,973 $504,352 $2,333,203 $0 10 year bond 6% 2014 2013 Improvements (# 16) $410,000 $1,970,275 $571,972 $524,526 $1,459,426 $0 10 vear bond a. 60 2015 2014 Improvements (#17) $360,000 $2,034,095 $594,851 $545,507 $565,688 $0 10 year bond 6% 2016 $1,282,979 $788,555 $720,978 $792,243 $0 2017 $1,282,979 $820,097 $749,817 $1,079,178 $0 2018 2017 Improvements (# 18) $425,000 $1,176,481 $852,901 $0 $755,597 $0 10 vear bond a. 60 2019 $1,122,291 $887,017 $0 $520,323 $0 2020 $1,122,291 $922,497 $0 $320,530 $0 2021 2020 Improvements (#19) $1,600,000 $1,185,336 $959,397 $0 $94,591 $0 10 year bond 6% 2022 2021 Improvements (#20) $560,000 $1,083,550 $997,773 $0 $8,815 $0 10 year bond 6% 2023 $677,496 $1,037,684 $0 $369,003 $0 2024 $606,929 $1,079,191 $0 $841,265 $0 2025 2024 Improvements (#21) $430,000 $645,555 $1,122,359 $0 $1,318,070 $0 10 year bond 6% 2026 2025 Improvements (#22) $630,000 $800,152 $1,167,253 $0 $1,685,171 $0 10 vear bond a. 60 2027 2026 Improvements (#23) $465,000 $917,683 $1,213,944 $0 $1,981,431 $0 10 year bond 6% 2028 $835,354 $1,262,501 $0 $2,408,579 $0 2029 $835,354 $1,313,001 $0 $2,886,226 $0 2030 $835,354 $1,365,521 $0 $3,416,393 $0 2031 $496,669 $1,420,142 $0 $4,339,866 $0 2032 $374,574 $1,476,948 $0 $5,442,240 $0 2033 $374,574 $1,536,026 $0 $6,603,692 $0 2034 ** Transfer 100% ofSACfees to WWTP in 2018 $374,574 $1,597,467 $0 $7,826,586 $0 K:\01494-05\Admin\Excel\Cash Flow Analysis 1 of 5 Cash Flow Analysis Waste Water Treatment Plant Fund (Adjusted Fee) City of Monticello WSB Project No. 01494-050 Beginning Balance $1,000,650 Expenditure Inflation Rate 3.00% SAC Fee (to WWTP fund) $2,559 per unit" Annual Fee Multiplier (Year 1-10) 4.00% Adjusted SAC Fee = $3,656 Annual Fee Multiplier (Year 11-40) 4.00% SAC Fee Transfer = 70% per unit WWTP Fund Population Equivalent Expenditures Debt Service SAC Fees" Balance Debt Transfer Year I Description Beginning Balance $1,000,650 $0 2005 Current Debt of WWTP 15 yrs remaining $500,000/ ear 11,115 $500,000 $859,891 $1,360,541 $0 2006 2005 Improvements - Skid Loader 11,952 $14,000 $501,902 $894,287 $1,738,926 $0 2007 2006 & 2007 Improvements 20 year bond 6% 12,789 $7,250,000 $501,902 $930,058 $2,167,082 $0 2008 13,804 $1,172,484 $967,261 $1,961,858 $0 2009 14,641 $1,172,484 $1,005,951 $1,795,325 $0 2010 15,478 $1,172,484 $1,046,189 $1,669,030 $0 2011 SBR Tank 10 year bond P 6% 16,315 $2,042,050 $1,494,124 $1,088,037 $1,262,943 $0 2012 17,152 $1,494,124 $1,131,558 $900,377 $0 2013 17,989 $1,494,124 $1,176,820 $583,073 $0 2014 18,826 $1,494,124 $1,223,893 $312,843 $0 2015 19,663 $1,494,124 $1,272,849 $91,568 $0 2016 20,723 $1,492,222 $1,682,282 $281,628 $0 2017 21,783 $1,492,222 $1,749,573 $538,980 $0 2018 22,843 $1,492,222 $2,599,366 $1,646,124 $0 2019 23,903 $992,222 $2,703,341 $3,357,243 $0 2020 24,964 $992,222 $2,811,475 $5,176,496 $0 2021 2 - SBR Tanks 10 year bond P 6% 26,024 $6,000,000 $1,485,566 $2,923,933 $6,614,863 $0 2022 27,084 $1,485,566 $3,040,891 $8,170,187 $0 2023 28,144 $1,485,566 $3,162,526 $9,847,147 $0 2024 29,204 $1,485,566 $3,289,028 $11,650,609 $0 2025 30,265 $1,485,566 $3,420,589 $13,585,631 $0 "Transfer 100% of SACfees to WWTP in 2018 K:\01494-05\Admin\Excel\Cash Flow Analysis 2 of 5 Growth Projection & Fees Generated Trunk Fee Analysis (Adjusted Fee) City of Monticello WSB Project No. 01491-050 Adjusted Sanitary Sewer Trunk Fee = $2,830 per acre Residential Densities = 2.5 units per acre Adjusted Water Main Trunk Fee = $2,180 per acre Commercial Densities = 1 unit per 1.5 acres Current SAC Fee = $3,656 per unit Industrial Densities = 1 unit per 6 acres Current WAC Fee = $740 per unit Developed Acreage Per Year Year IRes JInd JComm Total 2005 120 12 10 142 2006 120 12 10 142 2007 120 12 10 142 2008 120 12 10 142 2009 120 12 10 142 2010 120 12 10 142 2011 120 12 10 142 2012 120 12 10 142 2013 120 12 10 142 2014 120 12 10 142 2015 120 12 10 142 2016 152 16 13 181 2017 152 16 1 13 181 2018 152 16 13 181 2019 152 16 13 181 2020 152 16 13 181 2021 152 16 13 181 2022 152 16 13 181 2023 152 16 13 181 2024 152 16 13 181 2025 152 16 13 181 2026 152 16 13 181 2027 152 16 13 181 2028 152 16 13 181 2029 152 16 13 1 181 2030 152 16 13 181 2031 152 16 13 181 2032 152 16 13 181 2033 152 16 13 181 2034 152 16 13 181 2035 152 16 13 181 Units Per Year *Assumes Fees are increased 4% each year Res SAC units Ind. SAC units Comm SAC units Total SAC Fees WAC Fees Trunk Sanitary Trunk Water Population 10,278 300 10 26 336 $1,228,416 $248,640 $401,860 $309,560 11,115 300 10 26 336 $1,277,553 $258,586 $417,934 $321,942 11,952 300 10 26 336 $1,328,655 $268,929 $434,652 $334,820 12,789 300 10 26 336 $1,381,801 $279,686 $452,038 $348,213 13,804 300 10 26 336 $1,437,073 $290,874 $470,119 $362,141 14,641 300 10 26 336 $1,494,556 $302,509 $488,924 $376,627 15,478 300 10 26 336 $1,554,338 $314,609 $508,481 $391,692 16,315 300 10 26 336 $1,616,512 $327,193 $528,820 $407,360 17,152 300 10 26 336 $1,681,172 $340,281 $549,973 $423,654 17,989 300 10 26 336 $1,748,419 $353,892 $571,972 $440,600 18,826 300 10 26 336 $1,818,356 $368,048 $594,851 $458,224 19,663 380 14 33 427 $2,403,260 $486,437 $788,555 $607,438 20,723 380 14 33 427 $2,499,391 $505,894 $820,097 $631,735 21,783 380 14 33 427 $2,599,366 $526,130 $852,901 $657,005 22,843 380 14 33 427 $2,703,341 $547,175 $887,017 $683,285 23,903 380 14 33 427 $2,811,475 $569,062 $922,497 $710,616 24,964 380 14 33 427 $2,923,933 $591,825 $959,397 $739,041 26,024 380 14 33 427 $3,040,891 $615,498 $997,773 $768,603 27,084 380 14 33 427 $3,162,526 $640,118 $1,037,684 $799,347 28,144 380 14 33 427 $3,289,028 $665,722 $1,079,191 $831,321 29,204 380 14 33 427 $3,420,589 $692,351 $1,122,359 $864,573 30,265 380 1 14 33 427 1 $3,557,412 $720,045 $1,167,253 $899,156 31,325 380 14 33 427 $3,699,709 $748,847 $1,213,944 $935,123 32,385 380 14 33 427 $3,847,697 $778,801 $1,262,501 $972,527 33,445 380 14 33 427 $4,001,605 $809,953 $1,313,001 $1,011,429 34,505 380 14 33 427 $4,161,669 $842,351 $1,365,521 $1,051,886 35,566 380 14 33 427 $4,328,136 $876,045 $1,420,142 $1,093,961 36,626 380 14 33 427 $4,501,261 $911,087 $1,476,948 $1,137,720 37,686 380 14 33 427 $4,681,312 $947,530 $1,536,026 $1,183,228 38,746 380 14 33 427 $4,868,564 $985,431 $1,597,467 $1,230,557 39,806 380 14 33 427 $5,063,307 $1,024,849 $1,661,366 $1,279,780 40,867 K:\01494-05\Admin\Excel\Cash Flow Analysis 4 of 5 Appendix B Cash Flow Analysis — Water System Trunk Fee Trunk Fee Analysis Appendix B Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Cash Flow Analysis Water System Trunk Fund (Adjusted Fee) City of Monticello WSB Project No. 01494-050 Hook up Fees (WAC) $740 per unit Residential Trunk Fee = $872 per unit Expenditure Inflation Rate 3.00% Trunk Fee $2,180 per acre Annual Fee Multiplier (Year 1-10) 4.00% Annual Fee Multiplier (Year 11-40) 4.00% *$200,000 in trunk main expenditures have been assumed for those years where major expenditures have not been identified. Water System Trunk Fund Expenditures Debt Service Trunk Main $* WAC Fee Annual Trunk Fee Balance Debt Transfer Year Description Beginning Balance $1,503,000 $0 2005 $0 $647,040 $248,640 $248,784 $1,353,384 $0 2006 Water Tower 2 & 2005 improve (#3,4, & 5) 10 year bond 6% $2,833,000 $384,914 $324,450 $258,586 $248,784 $1,151,390 $0 2007 $384,914 $239,763 $268,929 $334,820 $1,130,461 $0 2008 $384,914 $236,029 $279,686 $348,213 $1,137,418 $0 2009 $384,914 $141,814 $290,874 $362,141 $1,263,705 $0 2010 $384,914 $191,280 $302,509 $376,627 $1,366,646 $0 2011 Well No. 6 (#13) 10 year bond 6% $800,000 $510,920 $238,810 $314,609 $391,692 $1,323,216 $0 2012 Reservoir Expansion No. 1 (#15) 10 year bond 6% $920,000 $660,175 $93,470 $327,193 $407,360 $1,304,124 $0 2013 $660,175 $253,354 $340,281 $423,654 $1,154,530 $0 2014 Well No. 7 (#18) 10 year bond 6% $800,000 $797,866 $229,640 $353,892 $440,600 $921,516 $0 2015 $797,866 $268,783 $368,048 $458,224 $681,139 $0 2016 $412,952 $47,064 $486,437 $607,438 $1,314,998 $0 2017 $412,952 $250,934 $505,894 $631,735 $1,788,741 $0 2018 Well No. 8 (#23) & Water Tower 3 (#21) 10 year bond 6% $2,950,000 $984,412 $293,707 $526,130 $657,005 $1,693,757 $0 2019 $984,412 $297,980 $547,175 $683,285 $1,641,825 $0 2020 $984,412 $311,593 $569,062 $710,616 $1,625,498 $0 2021 $858,405 $539,181 $591,825 $739,041 $1,558,776 $0 2022 Well No. 9 (#29) 10 year bond 6% $800,000 $883,573 $330,570 $615,498 $768,603 $1,728,734 $0 2023 Reservoir Expansion No. 2(#30) 10 year bond 6% $920,000 $1,090,177 $340,487 $640,118 $799,347 $1,737,535 $0 2024 $952,486 $934,619 $665,722 $831,321 $1,347,473 $0 2025 WTP & Related Trunk Main (#25 & 26) 20 year bond 6% $4,825,000 $1,690,125 $361,222 $692,351 $864,573 $853,050 $0 2026 $1,690,125 $372,059 $720,045 $899,156 $410,067 $0 2027 $1,690,125 $383,221 $748,847 $935,123 $20,690 $0 2028 $1,118,666 $394,717 $778,801 $972,527 $258,635 $0 2029 Well No. 10 (#32) 10 year bond 6% $800,000 $1,333,183 $406,559 $809,953 $1,011,429 $340,275 $0 2030 Booster Station No. 2(#33) 10 year bond 6% $600,000 $1,498,898 $732,822 $842,351 $1,051,886 $2,791 $0 2031 $1,498,898 $431,318 $876,045 $1,093,961 $42,581 $0 2032 $1,324,476 $444,258 $911,087 $1,137,720 $322,654 $0 2033 $1,117,872 $457,586 $947,530 $1,183,228 $877,954 $0 2034 $1,117,872 $471,313 $985,431 $1,230,557 $1,504,758 $0 K:\01494-05\Admin\Excel\Cash Flow Analysis 3 of 5 Water Treatment Facility Funding Option (increase of $0.15/100 -cubic ft of water) City of Monticello WSB Project No. 01491-050 Total Estimated Cost of WTP in 2025 (2005 dollars) _ $9,650,000 Amount paid for by water system trunk fees = $4,825,000 Amount paid for by increase to water rates = $4,825,000 Year Estimated Population Water Use (GPD) Water Use (Gallons/Year) Water Use (100 -Cubic Ft/Year) Money Generated from $0.15/100-cuft WTP Fee 2005 11,115 2,051,829 - - - 2006 11,952 2,187,216 798,333,840 1,067,217 $160,083 2007 12,789 2,319,925 846,772,479 1,131,970 $169,796 2008 13,804 2,481,869 905,882,295 1,210,988 $181,648 2009 14,641 2,608,937 952,262,042 1,272,989 $190,948 2010 15,478 2,719,706 992,692,800 1,327,037 $199,056 2011 16,315 2,826,324 1,031,608,253 1,379,060 $206,859 2012 17,152 2,928,790 1,069,008,401 1,429,056 $214,358 2013 17,989 3,027,105 1,104,893,245 1,477,027 $221,554 2014 18,826 3,121,268 1,139,262,784 1,522,973 $228,446 2015 19,663 3,213,246 1,172,834,699 1,567,852 $235,178 2016 20,723 3,337,184 1,218,072,017 1,628,325 $244,249 2017 21,783 3,456,075 1,261,467,344 1,686,337 $252,950 2018 22,843 3,569,920 1,303,020,679 1,741,885 $261,283 2019 23,903 3,678,718 1,342,732,023 1,794,972 $269,246 2020 24,964 3,841,883 1,402,287,167 1,874,585 $281,188 2021 26,024 4,005,047 1,461,842,312 1,954,199 $293,130 2022 27,084 4,168,212 1,521,397,457 2,033,813 $305,072 2023 28,144 4,331,377 1,580,952,601 2,113,426 $317,014 2024 29,204 4,494,542 1,640,507,746 2,193,040 $328,956 2025 30,265 1 4,657,707 1,700,062,891 2,272,654 $340,898 Totals 66,975,050 24,445,893,071 32,679,406 $4,901,911 K:\01494-05\Admin\Excel\Cash Flow Analysis 5 of 5 Growth Projection & Fees Generated Trunk Fee Analysis (Adjusted Fee) City of Monticello WSB Project No. 01491-050 Adjusted Sanitary Sewer Trunk Fee = $2,830 per acre Residential Densities = 2.5 units per acre Adjusted Water Main Trunk Fee = $2,180 per acre Commercial Densities = 1 unit per 1.5 acres Current SAC Fee = $3,656 per unit Industrial Densities = 1 unit per 6 acres Current WAC Fee = $740 per unit Developed Acreage Per Year Year IRes JInd JComm Total 2005 120 12 10 142 2006 120 12 10 142 2007 120 12 10 142 2008 120 12 10 142 2009 120 12 10 142 2010 120 12 10 142 2011 120 12 10 142 2012 120 12 10 142 2013 120 12 10 142 2014 120 12 10 142 2015 120 12 10 142 2016 152 16 13 181 2017 152 16 1 13 181 2018 152 16 13 181 2019 152 16 13 181 2020 152 16 13 181 2021 152 16 13 181 2022 152 16 13 181 2023 152 16 13 181 2024 152 16 13 181 2025 152 16 13 181 2026 152 16 13 181 2027 152 16 13 181 2028 152 16 13 181 2029 152 16 13 1 181 2030 152 16 13 181 2031 152 16 13 181 2032 152 16 13 181 2033 152 16 13 181 2034 152 16 13 181 2035 152 16 13 181 Units Per Year *Assumes Fees are increased 4% each year Res SAC units Ind. SAC units Comm SAC units Total SAC Fees WAC Fees Trunk Sanitary Trunk Water Population 10,278 300 10 26 336 $1,228,416 $248,640 $401,860 $309,560 11,115 300 10 26 336 $1,277,553 $258,586 $417,934 $321,942 11,952 300 10 26 336 $1,328,655 $268,929 $434,652 $334,820 12,789 300 10 26 336 $1,381,801 $279,686 $452,038 $348,213 13,804 300 10 26 336 $1,437,073 $290,874 $470,119 $362,141 14,641 300 10 26 336 $1,494,556 $302,509 $488,924 $376,627 15,478 300 10 26 336 $1,554,338 $314,609 $508,481 $391,692 16,315 300 10 26 336 $1,616,512 $327,193 $528,820 $407,360 17,152 300 10 26 336 $1,681,172 $340,281 $549,973 $423,654 17,989 300 10 26 336 $1,748,419 $353,892 $571,972 $440,600 18,826 300 10 26 336 $1,818,356 $368,048 $594,851 $458,224 19,663 380 14 33 427 $2,403,260 $486,437 $788,555 $607,438 20,723 380 14 33 427 $2,499,391 $505,894 $820,097 $631,735 21,783 380 14 33 427 $2,599,366 $526,130 $852,901 $657,005 22,843 380 14 33 427 $2,703,341 $547,175 $887,017 $683,285 23,903 380 14 33 427 $2,811,475 $569,062 $922,497 $710,616 24,964 380 14 33 427 $2,923,933 $591,825 $959,397 $739,041 26,024 380 14 33 427 $3,040,891 $615,498 $997,773 $768,603 27,084 380 14 33 427 $3,162,526 $640,118 $1,037,684 $799,347 28,144 380 14 33 427 $3,289,028 $665,722 $1,079,191 $831,321 29,204 380 14 33 427 $3,420,589 $692,351 $1,122,359 $864,573 30,265 380 1 14 33 427 1 $3,557,412 $720,045 $1,167,253 $899,156 31,325 380 14 33 427 $3,699,709 $748,847 $1,213,944 $935,123 32,385 380 14 33 427 $3,847,697 $778,801 $1,262,501 $972,527 33,445 380 14 33 427 $4,001,605 $809,953 $1,313,001 $1,011,429 34,505 380 14 33 427 $4,161,669 $842,351 $1,365,521 $1,051,886 35,566 380 14 33 427 $4,328,136 $876,045 $1,420,142 $1,093,961 36,626 380 14 33 427 $4,501,261 $911,087 $1,476,948 $1,137,720 37,686 380 14 33 427 $4,681,312 $947,530 $1,536,026 $1,183,228 38,746 380 14 33 427 $4,868,564 $985,431 $1,597,467 $1,230,557 39,806 380 14 33 427 $5,063,307 $1,024,849 $1,661,366 $1,279,780 40,867 K:\01494-05\Admin\Excel\Cash Flow Analysis 4 of 5 Appendix C Flow Analysis — Storm Sewer Trunk and Ponding Fee Trunk Fee Analysis Appendix C Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Cash Flow Analysis Trunk Storm Sewer Fund (Adjusted Fee) City of Monticello WSB Project No. 01494-050 Beginning Balance $534,715 Expenditure Inflation Rate 3.00% Annual Fee Multiplier (Year 1 - 10) 4.00% Annual Fee Multiplier (Year 11 - 40) 4.00% Residential Trunk Storm Sewer Fee = $3,120 per acre Commercial Trunk Storm Sewer Fee = $3,120 per acre Industrial Trunk Storm Sewer Fee = $39120 per acre **Net developable acreage does not include ponds, streets, or parks (10% of land assumed roads and park space) Year Description Expenditures Debt Service Trunk Fee (per net acre)** Ponding Fee (per net acre)** Balance Debt Transfer Beginning Balance $534,715 2005 $0 $398,736 $933,451 $0 2006 2005 Improvements (#1-6) 10 year bond @6% $1,680,138 $221,628 $398,736 $0 $1,110,559 $0 2007 2006 Improvements (#7) 10 year bond @ 6% $675,600 $313,420 $431,273 $0 $1,228,411 $0 2008 2007 Improvements (#8, 9, & 10) 10 year bond @6% $1,056,420 $461,260 $448,524 $0 $1,215,675 $0 2009 2008 Improvements (#12) 10 year bond @6% $120,000 $478,557 $466,465 $0 $1,203,583 $0 2010 2009 Improvements (#13 & 14) 10 year bond @6% $515,650 $555,114 $485,123 $0 $1,133,592 $0 2011 2010 Improvements (#15 & 16) 10 year bond @6% $332,480 $605,957 $504,528 $0 $1,032,163 $0 2012 2011 Improvements (#17) 10 year bond @ 6% $188,360 $635,625 $524,709 $0 $921,247 $0 2013 2012 Improvements (#18) 10 year bond @ 6% $127,440 $656,300 $545,698 $0 $810,645 $0 2014 2013 Improvements (#19) 10 year bond @ 6% $82,660 $670,113 $567,526 $0 $708,057 $0 2015 2014 Improvements (#20) 10 year bond @ 6% $170,350 $699,432 $590,227 $0 $598,852 $0 2016 2015 Improvements (#21) 10 year bond @ 6% $188,680 $511,253 $782,424 $0 $870,023 $0 2017 2016 Improvements (#22) 10 year bond @6% $88,240 $435,573 $813,721 $0 $1,248,172 $0 2018 2017 Improvements (#23) 10 year bond @ 6% $32,640 $293,872 $846,270 $0 $1,800,571 $0 2019 2018 Improvements (#24) 10 year bond @ 6% $23,280 $281,084 $880,121 $0 $2,399,607 $0 2020 2019 Improvements (#25) 10 year bond @ 6% $90,020 $222,489 $915,326 $0 $3,092,444 $0 2021 2020 Improvements (#26 & 27) 10 year bond @6% $116,060 $195,498 $951,939 $0 $3,848,886 $0 2022 2021 Improvements (#28 & 29) 10 year bond @ 6% $210,860 $210,464 $990,017 $0 $4,628,438 $0 2023 2022 Improvements (#30 & 31) 10 year bond @ 6% $591,040 $318,652 $1,029,617 $0 $5,339,403 $0 2024 2023 Improvements (#32) 10 year bond @6% $21,620 $309,695 $1,070,802 $0 $6,100,510 $0 2025 2024 Improvements (#33 & 34) 10 year bond @6% $159,100 $280,375 $1,113,634 $0 $6,933,769 $0 2026 2025 Improvements (#35 & 36) 10 year bond @6% $57,020 $246,927 $1,158,179 $0 $7,845,022 $0 2027 $230,815 $1,204,506 $0 $8,818,714 $0 2028 $224,676 $1,252,687 $0 $9,846,725 $0- 2029 $220,166 $1,302,794 $0 $10,929,353 $0 2030 $202,205 $1,354,906 $0 $12,082,054 $0 2031 $178,353 $1,409,102 $0 $13,312,803 $0 2032 $133,719 $1,465,466 $0 $14,644,551 $0 2033 $4,855 $1,524,085 $0 $16,163,781 $0 2034 $0 $1,585,048 $0 $17,748,829 $0 2035 $0 $1,648,450 $0 $19,397,279 $0 K:\01494-05\Admin\Exce1\Storm Fund Cash Flow Analysis 1 of 1 Growth Projection & Fees Generated Trunk Fee Analysis (Adjusted Fee) City of Monticello WSB Project No. 01491-050 Adjusted Sanitary Sewer Trunk Fee = $2,830 per acre Residential Densities = 2.5 units per acre Adjusted Water Main Trunk Fee = $2,180 per acre Commercial Densities = 1 unit per 1.5 acres Current SAC Fee = $3,656 per unit Industrial Densities = 1 unit per 6 acres Current WAC Fee = $740 per unit Developed Acreage Per Year Year IRes JInd JComm Total 2005 120 12 10 142 2006 120 12 10 142 2007 120 12 10 142 2008 120 12 10 142 2009 120 12 10 142 2010 120 12 10 142 2011 120 12 10 142 2012 120 12 10 142 2013 120 12 10 142 2014 120 12 10 142 2015 120 12 10 142 2016 152 16 13 181 2017 152 16 1 13 181 2018 152 16 13 181 2019 152 16 13 181 2020 152 16 13 181 2021 152 16 13 181 2022 152 16 13 181 2023 152 16 13 181 2024 152 16 13 181 2025 152 16 13 181 2026 152 16 13 181 2027 152 16 13 181 2028 152 16 13 181 2029 152 16 13 1 181 2030 152 16 13 181 2031 152 16 13 181 2032 152 16 13 181 2033 152 16 13 181 2034 152 16 13 181 2035 152 16 13 181 Units Per Year *Assumes Fees are increased 4% each year Res SAC units Ind. SAC units Comm SAC units Total SAC Fees WAC Fees Trunk Sanitary Trunk Water Population 10,278 300 10 26 336 $1,228,416 $248,640 $401,860 $309,560 11,115 300 10 26 336 $1,277,553 $258,586 $417,934 $321,942 11,952 300 10 26 336 $1,328,655 $268,929 $434,652 $334,820 12,789 300 10 26 336 $1,381,801 $279,686 $452,038 $348,213 13,804 300 10 26 336 $1,437,073 $290,874 $470,119 $362,141 14,641 300 10 26 336 $1,494,556 $302,509 $488,924 $376,627 15,478 300 10 26 336 $1,554,338 $314,609 $508,481 $391,692 16,315 300 10 26 336 $1,616,512 $327,193 $528,820 $407,360 17,152 300 10 26 336 $1,681,172 $340,281 $549,973 $423,654 17,989 300 10 26 336 $1,748,419 $353,892 $571,972 $440,600 18,826 300 10 26 336 $1,818,356 $368,048 $594,851 $458,224 19,663 380 14 33 427 $2,403,260 $486,437 $788,555 $607,438 20,723 380 14 33 427 $2,499,391 $505,894 $820,097 $631,735 21,783 380 14 33 427 $2,599,366 $526,130 $852,901 $657,005 22,843 380 14 33 427 $2,703,341 $547,175 $887,017 $683,285 23,903 380 14 33 427 $2,811,475 $569,062 $922,497 $710,616 24,964 380 14 33 427 $2,923,933 $591,825 $959,397 $739,041 26,024 380 14 33 427 $3,040,891 $615,498 $997,773 $768,603 27,084 380 14 33 427 $3,162,526 $640,118 $1,037,684 $799,347 28,144 380 14 33 427 $3,289,028 $665,722 $1,079,191 $831,321 29,204 380 14 33 427 $3,420,589 $692,351 $1,122,359 $864,573 30,265 380 1 14 33 427 1 $3,557,412 $720,045 $1,167,253 $899,156 31,325 380 14 33 427 $3,699,709 $748,847 $1,213,944 $935,123 32,385 380 14 33 427 $3,847,697 $778,801 $1,262,501 $972,527 33,445 380 14 33 427 $4,001,605 $809,953 $1,313,001 $1,011,429 34,505 380 14 33 427 $4,161,669 $842,351 $1,365,521 $1,051,886 35,566 380 14 33 427 $4,328,136 $876,045 $1,420,142 $1,093,961 36,626 380 14 33 427 $4,501,261 $911,087 $1,476,948 $1,137,720 37,686 380 14 33 427 $4,681,312 $947,530 $1,536,026 $1,183,228 38,746 380 14 33 427 $4,868,564 $985,431 $1,597,467 $1,230,557 39,806 380 14 33 427 $5,063,307 $1,024,849 $1,661,366 $1,279,780 40,867 K:\01494-05\Admin\Excel\Cash Flow Analysis 4 of 5 Appendix D Analysis of Sanitary Sewer Trunk Fees Assessed `per unit" vs. `per acre" Trunk Fee Analysis Appendix E Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 Analysis of Sanitary Sewer Trunk Fees Assessed "per unit" vs. "per acre" (Water main trunk fees would be impacted similarly) Hidden Forest/Sunset Ridge 171 acres * $2,228 /acre = $380,988 239 units * $891 /unit = $212,997 Spirit Hills Townhomes 16 acres * $2,228 /acre = $35,648 92 units * $891 /unit = $81,972 Heritage 817 acres * $2,228 /acre = $1,820,276 2272 units * $891 /unit = $2,024,352 Featherstone 150 acres * $2,228 /acre = $334,200 297 units * $891 /unit = $264,627 Hunters Crossing 94 acres * $2,228 /acre = $209,432 253 units * $891 /unit = $225,423 Sunset Ponds 94 acres * $2,228 /acre = $209,432 277 units * $891 /unit = $246,807 Spirit Hills Residential 25 acres * $2,228 /acre = $55,700 50 units * $891 /unit = $44,550 Poplar Hills 230 acres * $2,228 /acre = $512,440 448 units * $891 /unit = $399,168 Carlisle Village 78 acres * $2,228 /acre = $173,784 236 units * $891 /unit = $210,276 Parkside at Meadow Oaks 21 acres * $2,228 /acre = $46,788 43 units * $891 /unit = $38,313 This analysis addresses the variance between using acres to calculate the trunk fee versus actual units. Most of the approved plats include approximately 2.5 units per acre which is the average we have used to calculate a per unit cost. The change to a per unit basis for sanitary and water main can better address actual development size and will more accurately reflect the removal of large wetland and park complexes. K:\01494-05Wdmin\ExcelWcres vs Units Appendix E Competitive Fee Analysis Trunk Fee Analysis Appendix F Sanitary Sewer, Storm Water, and Water System City of Monticello WSB Project No. 01494-05 MONTICELLO TRUNK FEE ANALYSIS - AUGUST 2005 COMPETITIVE FEE ANALYSIS K:\01494-05Wdmin\Docs\Competitive Trunk Fee Analysis.doc Trunk Sanitary Sewer Fee Trunk Water Main Fee Trunk Storm Sewer Fee Sanitary Access Charge Water Access Charge (WAC) Improvements Pd wMater & Developers Assessed Add'I Trunk Fees? Trunk Fees Collected Up Front? SAC Sewer Rates? Albertville No No Yes $4,600 $2,618 No - New construction pays for it Yes - If it's an area they provide At the time of building permit John - Public Works Didn't know rate the lift station, the city will divide 763-497-3145 by the # of lots (done both ways Andover $1,340/acre - charge for the $2,294/acre $.04/sf otherwise the Developers are responsible $361/Unit Connection Fee $2,503/Unit Connection Fee - No Yes - They have lift station fees All fees up front Todd- Eng area above wetlands and wet ponds - Developers pay up front Developers pay up front (range $188 to $821/unit) 763-767-5131 Becker $26.37/acre $1,332 1-3 acres 4,468 $2,200 (2005) $2,200 (2005) No They pay a trunk fee When the building permit if pulled Joe +4 acres $5,861 $2,500 (2006) $2,500 (2006) 763-261-4302 Comm./Indust. $8,935 Big Lake $865/acre Residential $315/acre residential $525/acre $3,700/unit residential 1-3" line $2,200 + materials No Developer pays all improvement fees On the building permit Mike Goebel - P.W. $2,600/acre Comm./Indust. $945/acre Comm./Indust. $3,900/unit commercial 4" line $2,600 + materials 763-263-2268 6" line $3,000 + materials 8" line $3,800 + materials Blaine $3,223/lot (lateral) $40.29/ft Doesn't have - WAC pays for it Doesn't have - WAC pays for it Doesn't have - WAC $1,369/unit residential No - WAC covers it No - it would be in contract. It varies - depending on property. Nancy- Eng $2,733/acre typical pays for it $3,730/acre commercial Based on typical rates They pick it up wlassessment sometimes 763-784-6700 Buffalo $1,500/acre $750/acre $320/acre $3,700 $750 They charge a storm sewer fee No - these fees are universal. Collected up front Laureen Bodine for every property - a minimum of All development costs are paid by the 763-684-5404 $4.25/unit per month, larger land Developer masses will pay based on area Coon Rapids LEFT MESSAGES AND NEVER Doug Whitney RETURNED MY CALLS 763-755-2880 Elk River $7,000/acre (+ water). Adjusted N/A - Has surface water management fee $2,750 $1,750 No Yes and No. areas that haven't been Not collected up front- it's in the Terry Mauer - Eng annually assessed - developers then agree to pay fees Developer's agreement then 763-635-1000 paid when they are assessed Farmington $1,870/acre $2,405/acre Varies by density $1,450/unit $1,285 Storm water fee is $8.50 per quarter Developer pays Most are when the Developer agreement is Tim Gross - Asst Varies by location - depends on how Low .0173367/sf executed Eng close to the water tower High .2370/sf 651-463-7111 Comm.2853/s Lakeville $833/acre (+ $340 each additional $33.35/ft - lateral main .145/sf single family 33.35/sf 33.35/sf Not currently No - though each situation is unique At the time of final plat approval Zack service) access charge 952-985-4403 .161/sf multi family .204/sf Comm./Indust. Maple Grove $5,200/acre - it's assessable Connection fee is $1,500/residential $5,000/acre $585 $1,500/unit $3.30 per quarter/per household No - it's part of the trunk costs Assessed at the time of Terry Muller connection fee is $585 and assessable fee is $4,500/acre development (when the building 763-494-6000 permit is pulled Otsego No fees No fees No fees $6,100 per rec $3,200 per REC - to determine No - in SAC and WAC fees No - they would pick it up as part of the Residential is '% up front Mike Robertson REC agreement and '% building permit. 763-441-4414 They use Met Council for Commercial is all up front. commercial and industrial Princeton $3,675/acre $2,100/acre Not yet $3,700 $2,575 No No Up front Ann 763-389-2040 Prior Lake $3,040/acre $5,500/acre Residential Density: $600 $900 Yes, built into the overall rate All paid for up front at the time developer signs Yes as part of the development contract Larry $2,790/acre Low $2.651$25,000 gal. contract 952-447-9841 $4,600/acre High Also they have a park dedication fee $3,750/unit $6,400/acre for commercial Commercial Density: $4,970/acre for street oversize $5,780/acre Water tower fee on building permit $1,000 for each connection St. Michael Varies by development Just have the one fee Just have the one fee $4,505 $2,274 No No When building permit if pulled Amy From $134 to $1,400/unit 763-497-2041 Woodbury LEFT MESSAGES AND NEVER Paul RETURNED MY CALLS 651-714-3500 K:\01494-05Wdmin\Docs\Competitive Trunk Fee Analysis.doc Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello March 9, 2007 Prepared By: WSB & Associates, Inc. 701 Xenia Avenue, Suite 300 Minneapolis, MN 55416 (612) 541-4800 (612) 541-1700 (fax) Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the State of Minnesota. Bret A. Weiss, P.E. Date: March 9, 2007 Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Lic. No. 20753 March 9, 2007 Honorable Mayor and City Council City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Dear Mayor and Council Members: Thank you for the opportunity to prepare this Trunk Fee Analysis document. We have developed a number of trunk fee scenarios that correspond with the projected City growth and potential alternatives for providing service throughout the ultimate annexation area. We would be happy to discuss this report with you at your convenience. Please give us a call at 763-541-4800 if you have any questions. Sincerely, WSB & Associates, Inc. Bret A. Weiss, P.E. President Enclosure cc: Jeff O'Neill, City of Monticello Rick Wolfsteller, City of Monticello John Simola, City of Monticello srb Table of Contents Certification Transmittal Letter Table of Contents I. Executive Summary.................................................................................................................6 A. Description....................................................................................................................6 B. Scope.............................................................................................................................6 II. Future Conditions....................................................................................................................7 A. Growth Rate.................................................................................................................. 7 III. Sanitary Sewer Fund...............................................................................................................8 A. Description....................................................................................................................8 B. Improvements................................................................................................................ 8 C. Cost Analysis................................................................................................................ 8 IV. Wastewater Treatment Plant Fund.....................................................................................10 A. Description..................................................................................................................10 B. Improvements..............................................................................................................10 C. Cost Analysis..............................................................................................................10 V. Water System Fund...............................................................................................................12 A. Description..................................................................................................................12 B. Improvements..............................................................................................................12 C. Cost Analysis..............................................................................................................12 VI. Storm Sewer Fund.................................................................................................................13 A. Description..................................................................................................................13 B. Improvements..............................................................................................................13 C. Cost Analysis..............................................................................................................13 Summaryand Recommendations.....................................................................................................14 Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Table of Contents (continued) Tables Table 3 — Estimated Home Start Per Year Table 6 — Sanitary Sewer Capital Improvement Plan Table 7 — Water System Capital Improvement Plan Table 8 — Stormwater System Capital Improvement Plan Figures Figure 4 — Potential Trunk Watermain System Figure 5 — Potential Trunk Sanitary Sewer System Figure 6 — Potential Trunk Storm Sewer Conveyance System Appendix A Cash Flow Analysis — (Current Scenario) Appendix B Cash Flow Analysis — (Without the WWTP Tax Levy) Appendix C Cash Flow Analysis — (Increase to City Sewer Rates) Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 L Executive Summary A. Description The purpose of this report is to provide an amendment to the Trunk Fee Analysis conducted in 2005. This report examines status of the sanitary sewer and water main trunk funds with respect to the fee schedule changes for 2007 and the reduction in the residential housing. In addition to the revenue modifications, we have also made some changes to the expectation of when projects will be completed and costs incurred in the capital improvement plan (CIP). B. Scope The scope of this amendment is limited to examining the current trunk fee charge for the sanitary sewer, water, and storm sewer systems in the City with respect to recent fee schedule changes, expenditures, and the reduction in the residential housing market. We have made preliminary assumptions as to future land absorption, water system improvements, sanitary sewer improvements, and storm sewer improvements, and examined the financial ramifications of various funding mechanisms. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 II. Future Conditions A. Growth Rate As previously mentioned the recent housing market has been considerable slower than what was assumed in the 2005 Trunk Fee Analysis. The proposed assumptions for residential growth and the revised projections for use in the calculation are as follows: Year 2005 Report Proposed 2006 300 units/yr. 78 (actual units) 2007 300 units/yr. 80 units/yr. 2008 300 units/yr. 150 units/yr. 2009 300 units/yr. 225 units/yr. 2010 —2015 300 units/yr. No change 2016 —2035 380 units/yr. No change While we do not know what will happen with the residential market, it is not likely to return to the anticipated 300 units/yr. quickly. We did not modify the future commercial and industrial expectations from the "2005 Report" assumption, but we do expect that our current assumptions are low based on 2006 and the possibility of upcoming projects. The "2005 Report" assumptions for commercial/industrial development and the proposed projections for use in the calculation are as follows: Year 2005 Report Proposed 2006 36 SAC units 80 SAC units (based on actual units) 2007 36 SAC units No Change 2008 36 SAC units 68 SAC units 2008-2015 36 SAC units No change 2016-2035 47 SAC units No change The proposed SAC units for 2008 were increased due to the possibility that some projects are moving forward earlier that anticipated (Monticello Industrial Park and the site between School Blvd and Dundas Rd east of Cedar St.). Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 III. Sanitary Sewer Fund A. Description The Sanitary Sewer System Fund is funded from the trunk area charges and 30% of the sewer access charges (SAC). Monticello currently (2007) charges a trunk fee of $1,223 per residential unit or $3,065 per non-residential acre. The City is using this fund for sanitary sewer infrastructure improvements and trunk sewer extensions. B. Improvements Adjustments to the Sanitary Sewer CIP were made to account for the slowed growth by moving some major improvements to a later date. The adjustments to the CIP are as follows: 1. Completed project costs have been updated to reflect the actual costs. 2. Improvements from the 2006 Street Recon were paid with trunk sanitary funds. 3. The River Street sanitary sewer improvement was moved up from 2011 to 2008/2009. 4. The Hidden Forest lift station and force main was moved from 2006 to 2008. 5. The 36 -inch interceptor extension along Fallon Ave from Chelsea Rd to School Blvd was moved up from 2010 to 2008. The remainder of the project from School Blvd to 85th Street NE was moved to 2017. 6. The 30 -inch interceptor from the Otter Creek lift station to the Heritage Development was moved from 2007 to 2013. 7. The Area 5 Street reconstruction project was added for 2010 (sanitary and water main improvements). 8. Due to the revised population projection all other projects listed in the CIP were pushed back three years beginning in 2008. The revised CIP is summarized in Table 6, and schematically shown on Figure S. It should be noted that the dates are approximate and area subject to council approval. The dates do affect the trunk fee charges, as well as the fund balance. City staff has and should continue to use existing systems as much as possible to extend the need for the large expenditures until the latest possible date. C. Cost Analysis The preliminary project costs shown in Table 6 are in 2007 construction dollars, and they include construction, engineering, legal, and administrative costs. Changes in construction costs will generally be tied to the Engineering News Record Construction Cost Index. The construction cost index has averaged around 2% during the last decade. A slightly more conservative value of 3.0% will be used as part of the cash flow analysis to estimate the future cost for each potential improvement. It is important to note that the timing of these improvements is flexible and will be directly dependent on the development pattern that occurs. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 In the past the trunk fees were increased annually using a constant multiplier of 4%, it is proposed that trunk fees will continue to increase in accordance with this policy. Cash flow analyses of this fund are shown in Appendix A -C. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 IV. Wastewater Treatment Plant Fund A. Description The Wastewater Treatment Plant Fund is funded from the remaining 70% of the SAC fee plus an additional $582,000 generated through a tax levy that is deposited into the fund annually to assist with paying off the outstanding debt of the 1997 wastewater treatment plant improvements. Monticello currently (2007) charges a SAC fee of $4,030. The City is using this fund for the current outstanding debt of the wastewater treatment plant and future improvements to treatment plant. B. Improvements Adjustments to the Wastewater Treatment Plant CIP were made to account for the slowed growth by moving some major improvements to a later date. The adjustments to the CIP are as follows: 1. The cost for the 2007 WWTP improvements has been increased from $7,250,000 to $10,000,000 due to the addition of a "Class A" heat drying system. 2. The SBR Tank was moved from 2010 to 2013 (Population Equivalent 18,600). 3. The addition of 2 SBR tanks in 2020 was moved to 2023 (Pop. Equivalent 29,000). The revised CIP is summarized in Table 6, and schematically shown on Figure 5. It should be noted that the dates are approximate and area subject to council approval. The dates do affect the SAC charges, as well as the fund balance. City staff has and should continue to utilize existing facility as much as possible to extend the need for the large expenditures until the latest possible date. C. Cost Analysis The additional $582,000 generated from the tax levy is no longer available to assist with the payment of the 1997 WWTP improvements. The loss of money due to the unsuccessful 2007 tax levy in conjunction with the timing of the proposed 2007 WWTP expansion create a major deficit in the WWTP fund, therefore an increase in the SAC charges will be necessary allow for cash flow within the fund. A Cash flow analysis of this scenario is shown in Appendix B. In order to reduce the increase to the SAC fee, an option to consider would be to fund half of the 2007 WWTP improvements with an increase to the sanitary sewer user rates or with general taxes. Historically it has been thought that improvements to the WWTP should only be paid for by new users because the need for the improvements is mainly due to new users increasing the wastewater flows. However, the proposed 2007 WWTP improvements not only expand the capacity of the existing WWTP but also upgrade the treatment process which benefits all of the users of the system. A cash flow analysis of this scenario is shown in Appendix C. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 The preliminary project costs shown in Table 6 are in 2007 construction dollars, and they include construction, engineering, legal, and administrative costs. As indicated under the sanitary sewer fund, a value of 3.0% will be used as part of the cash flow analysis to estimate the future cost for each potential improvement. Again, it is important to note that the timing of these improvements is flexible and will be directly dependent on the development pattern that occurs. In accordance with the sanitary sewer fund it is anticipated that the fees will continue to be increased the current 4.0% on an annual basis to keep up with inflation. Cash flow analyses of this fund are shown in Appendix A -C. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Y. Water System Fund A. Description The Water System Fund is funded from water access charges (WAC) and trunk area charges. Monticello currently (2007) charges a WAC fee starting at $801 and a trunk fee of $907 per residential unit or $2,267 per non-residential acre. The City is using this fund for water system infrastructure improvements, trunk water main extensions, water towers, and water supply wells. B. Improvements Adjustments to the Water System CIP were made to account for the slowed growth by moving some major improvements to a later date. The adjustments to the CIP are as follows: 1. Completed project costs have been updated to reflect the actual costs. 2. Street reconstruction projects have been added for 2006-2010. 3. Due to the revised population projection all other projects listed in the CIP were pushed back three years. The revised CIP is summarized in Table 7, and schematically shown on Figure 4. It should be noted that the dates are approximate and area subject to council approval. The dates do affect the trunk fees and WAC charges, as well as the fund balance. City staff has and should continue to use existing systems as much as possible to extend the need for the large expenditures until the latest possible date. C. Cost Analysis The preliminary project costs shown in Table 7 are in 2007 construction dollars, and they include construction, engineering, legal, and administrative costs. As indicated under the sanitary sewer fund, a value of 3.0% will be used as part of the cash flow analysis to estimate the future cost for each potential improvement. Again, it is important to note that the timing of these improvements is flexible and will be directly dependent on the development pattern that occurs. In accordance with the sanitary sewer fund it is anticipated that the fees will continue to be increased the current 4.0% on an annual basis to keep up with inflation. Cash flow analyses of this fund are shown in Appendix A -C. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 VI. Storm Sewer Fund A. Description The Storm Sewer Fund is funded from trunk area charges. Monticello currently (2007) charges a trunk fee of $3,245 per net acre. The City is using this fund for storm sewer infrastructure improvements and new trunk storm sewer conveyance systems. B. Improvements Adjustments to the Storm Sewer CIP were made to account for the slowed growth by moving some major improvements to a later date. The adjustments to the CIP are as follows: 1. Completed project costs have been updated to reflect the actual costs. 2. Street reconstruction projects have been added for 2007-2010. 3. Due to the revised population projection all other projects listed in the CIP were pushed back two years. A revised CIP is summarized in Table 8, and schematically shown on Figure 7. It should be noted that the dates are approximate and area subject to council approval. The dates do affect the trunk fees, as well as the fund balance. C. Cost Analysis The preliminary project costs shown in Table 8 are in 2007 construction dollars, and they include construction, engineering, legal, and administrative costs. As indicated under the sanitary sewer fund, a value of 3.0% will be used as part of the cash flow analysis to estimate the future cost for each potential improvement. Again, it is important to note that the timing of these improvements is flexible and will be directly dependent on the development pattern that occurs. In accordance with the sanitary sewer fund it is anticipated that the fees will continue to be increased the current 4.0% on an annual basis to keep up with inflation. Cash flow analyses of this fund are shown in Appendix A -C. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Summary and Recommendations Trunk fees need to be set at an appropriate rate to pay for the trunk improvements required for development. Based on the cost analyses included within this report, we recommend the trunk fees should be adjusted as follows: Sanitary Sewer Trunk Sanitary Sewer Fee (No Change) $1,226 per Residential Unit $3,065 per Non-residential Acre Sewer Access Charge (30% Increase in 2008) $5,239 per Residential Unit $5,239 per Equivalent Unit Sanitary Sewer Rates ($22% Increase in 2008) Sewer Rates: 1St 500 cu.ft. Over 500 cu.ft. Sewer Rates Special: Industrial Sewer Rates: 0-500 cu.ft. Over 500 cu.ft. Water Water System Trunk Fee (No Change) $907 per Residential Unit $2,267 per Non-residential Acre Storm Sewer Storm Sewer Trunk Fee (No Change) $3,245 per Net Acre Stormwater Storage and Ponding (No Change) $8,176 per Acre for Industrial Developments $6,997 per Acre for Commercial Developments $3,490 per Acre for Residential Developments Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 $14.54 minimum $2.61 per 100 cu.ft. $20.18 per # of people in household $14.54 minimum $1.40 per 100 cu.ft. Based on the cash flow analysis, the WWTP Fund is expected to run negative for a number or years; however money is available and can be transferred directly from the Sanitary Sewer Trunk Fund to allow for cash flow within the WWTP fund. The SAC fee may be reduced after the 1997 WWTP expansion is paid off in 2018. The cost for the 2007 Waster Water Treatment Facility improvements should be split between the WWTP fund and an added increase to the city sewer rates. This would call for sewer rate increase of approximately $0.40/100 -cu ft of water. The cash flow analysis of the WWTP fund located in Appendix C assumes a rate increase of $0.40/100 cu ft over a 10 -year period to pay for half the expense the proposed 2007 Waste Water Treatment Facility improvements, with the remaining half being paid for with SAC fees. If funding from general taxes is preferred instead of increasing the city sewer rates, the necessary money dedicated from general taxes would be $435,923 per year for 20 -years. To reduce the immediate impact of the sewer rate increase it is proposed that the sewer rate be increase at 22% and continue to be increased annually at 5% of the original rate increase (.22*[1+.05]n) as recommended in Appendix C. The trunk funds should be evaluated at least every couple of years to determine if the rates are adequate to meet the current construction demands. As projects are pushed up on the schedule, or if they are delayed, the trunk fund balances will be impacted. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 TABLES Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Table 3 Estimated Build Out Population Projection City of Monticello, MN Notes: *Estimated 170 gallons of water used per capita (based on 2004 Water Study) Ratio of Maximum Day to Average Day Water Use = 2.7 (based on 2004 Water Study) (1) Ref. City of Monticello Population Projections (dated 03/10/05) and modified to reflect current growth. (2) Basis of population projections: Planning information from the City of Monticello on timing and type of developments and the following: * 2.5 units/gross acre * 2.59 people per household (2000 census) Population Growth Projected Population Growth Monticello, MN 70,000 60,000 50,000 N w C 40,000 .y w 30,000 0 20,000 10,000 0 2004 2014 2024 2034 2044 Year Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Entire Annexation Area - Gradual Increased Growth ear 2005 estimated population = 11,115 Estimated Cumulative Average Max Day Projection Growth Total Area Used Water Water Year (units/yr) # people/yr) Residents 2.5 units/ac Use d Use d 2005 11,115 2,051,829 5,539,938 2007 80 207 11,556 32 2,133,238 5,759,742 2010 300 777 15,268 632 2,720,758 7,346,046 2015 300 777 19,453 1,232 3,225,307 8,708,330 2020 380 984 24,754 1,992 3,809,641 10,286,030 2025 380 984 30,055 2,752 4,625,465 12,488,754 2030 380 984 35,356 3,512 5,441,288 14,691,479 2035 380 984 40,657 4,272 6,048,135 16,329,965 2040 380 984 45,958 5,032 6,836,712 18,459,123 2045 380 984 51,259 5,640 7,625,289 20,588,280 Totals 13,678 40,144 51,259 5,640 Notes: *Estimated 170 gallons of water used per capita (based on 2004 Water Study) Ratio of Maximum Day to Average Day Water Use = 2.7 (based on 2004 Water Study) (1) Ref. City of Monticello Population Projections (dated 03/10/05) and modified to reflect current growth. (2) Basis of population projections: Planning information from the City of Monticello on timing and type of developments and the following: * 2.5 units/gross acre * 2.59 people per household (2000 census) Population Growth Projected Population Growth Monticello, MN 70,000 60,000 50,000 N w C 40,000 .y w 30,000 0 20,000 10,000 0 2004 2014 2024 2034 2044 Year Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 TABLE 6 — Updated Sanitary Sewer Capital Improvement Plan (2007 Dollars) — see figure 5 Improvement 1) 2005 - 36 -inch Southeast interceptor (Phase 1) 2) 2005 - Otter Creek lift station & force main (Phase 1) 3) 2005 - Meadow Oak Lift Station W 2005 - Skid Loader 24) 2006 — 2006 Street Reconstruction W 2007 - WWTP heat drying system, upgrade to class A bio -solids process, and related improvements. 4) 2008 - 12 -inch Insignia trunk sewer extension 5) 2008 - Hidden Forest lift station and force main (Credit Developer) 10) 2008 - 36 -inch Southeast interceptor (Phase 2) Chelsea Rd — School Blvd. 12) 2008/2009 - River Street Trunk Main — Replace River Street sanitary sewer, reroute Chestnut force main to connect to new River Street trunk main, replace Chestnut lift station pumps. 9) 2010 — 2010 Street Reconstruction 7) 2011 - 12 -inch Featherstone trunk sewer (Phase 2) 8) 2011 - Marvin Road lift station pump replacement to accommodate increased capacity needs. 6) 2013 - 30 -inch Northwest trunk sanitary sewer (Phase 1) W 2013 - SBR Tank 11) 2014 - Insignia lift station and force main — require to serve the area west of Insignia/Schluender development. 13) 2015 - 12 -inch YMCA Development trunk sewer 14) 2015 - Replace interceptor from Hart Blvd to WWTP (24 -inch to 48 -inch) 15) 2015 - Otter Creek force main extension to the Southeast interceptor. 16) 2016 - 18 -inch Northwest trunk sanitary sewer (Phase 2) 17) 2017 - 18 -inch 85th Street NE trunk sewer & 36 -inch Southeast interceptor (Phase 3). 18) 2020 - Southeast area lift station and forcemain — required to serve the area east of Meadow Oaks and south of I-94. 19) 2023 - 36 -inch Southeast interceptor (Phase 4) W 2023 - SBR Tanks (2) 20) 2024 - 18 -inch Southeast interceptor — lateral east (Phase 1) 21) 2027 - 18 -inch Southeast interceptor — lateral west (Phase 1) 22) 2029 - 12 -inch Southeast interceptor — lateral east (Phase 2) 23) 2030 - Long Lake lift station and force main — required to serve the area on the east side of Long Lake. Notes: Trunk Costs (Oversizing and Overdepth cost for Trunk Mains) $3,185,000 $716,819 $1,690,000 $47,387 $100,000 $389,000 $1,175,000 $655,000 / $700,000 $400,000 $100,000 $265,000 $1,310,000 $380,000 $260,000 $370,000 $1,800,000 $410,000 $935,000 $425,000 $1,600,000 $560,000 $430,000 $630,000 $465,000 WWTP Costs $14,000 $10,000,000 $2,042,050 $6,000,000 Costs are for budgeting purposes only, and are subject to change as projects are studied, designed, and constructed. Trunk main costs are assumed to be the oversizing cost above 8 -inch. Project Costs include 10% for contingency and 28% for indirect costs. Figures in bold indicate improvements to be bonded, all other figures are considered trunk main expenditures. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 TABLE 7 - Updated Water System Capital Improvement Plan (2007 Dollars) - see figure 4 Improvement Trunk Costs (Oversizing cost for Trunk Mains) 1) 2005 - 16 -inch Trunk Main to Water Tower (T-2) $30,000 2) 2005- Elevated Water Tower (T-2) (1,000,000 gal) $2,423,000 3) 2005- CSAH 18 Watermain Realignment $300,000 4) 2006- CSAH 75 12 -inch Looping CSAH 39 to Hart Blvd $40,000 R) 2006- 2006 Street Reconstruction $70,048 R) 2007- 2007 Street Reconstruction $50,000 5) 2008- Meadow Oak Avenue 12 -inch Watermain Relocation $110,000 6) 2008 - 16 -inch Chelsea Road Extension $32,040 R) 2008- 2008 Street Reconstruction $329,000 7) 2009 - 16 -inch Continuation of Savannah Drive $43,000 8) 2009 - 12 -inch trunk main -continuation of CSAH 39 & 12 $82,000 inch loop to Sunset Ponds (Credit Developer) 9) 2009 - 16 -inch Chelsea Rd. extension to Tower No. 3 $190,000 R) 2009 - 2009 Street Reconstruction $350,000 10) 2010 - Booster Station No. 1 Expansion $120,000 11) 2010 - 12 -inch extension of Trunk Hwy. 25 $26,000 R) 2010 - 2010 Street Reconstruction $350,000 12) 2011 - 20 -inch Connector Between Above 16 -inch Extension $16,000 and 90th Street 13) 2012 - 16 -inch from 90th St. to Chelsea Rd. extension $126,000 14) 2013 - 16 -inch I-94 crossing loop to River Street $165,000 15) 2013 - Well No. 6 $800,000 16) 2015 - Reservoir Expansion No. 1 (1,000,000 gal) $920,000 17) 2015 - 12 -inch connector between 90th St. and Trunk Hwy. 25 $76,000 18) 2016 - Well No. 7 $800,000 19) 2016 - 12 -inch main along Jason Ave. connecting to southern $34,000 portion of Carlisle Village 20) 2017 - 20 -inch connector to Chelsea Rd. $111,000 21) 2017 - 16 -inch main from Water Tower 2 to Trunk Hwy. 25 $65,000 22) 2019 - 20 -inch extension south along 90th St. $197,000 23) 2020 - T-3 (Elevated or Ground Storage) $2,150,000 24) 2020 - Well No. 8 $800,000 25) 2020 - 12 -inch trunk main Northwest Service Area $336,000 26) 2023 - 20 -inch Fenning Avenue Extension $533,000 27) 2024 - Well No. 9 $800,000 28) 2025 - Reservoir Expansion No. 2 $920,000 29) 2027 - Water Treatment Facility - t/2 with trunk funds ($4,850,000) $2,425,000 30) 2027 - 24 -inch trunk main to WTP $1,800,000 31) 2028 - 16 -inch Loop Fenning Ave to Hwy 25 $350,000 32) 2031 - Well No. 10 $800,000 33) 2032 - Booster Station No. 2 $600,000 Notes: 1. Figures based on the Monticello Water System Plan. 2. Costs are for budgeting purposes only, and are subject to change as projects are studied, designed, and constructed. Trunk main costs are assumed to be the oversizing cost above 8 -inch. In some commercial/industrial areas, the actual oversizing cost will be that above 12 -inch. Project Costs include 10% for contingency and 28% for indirect costs. Figures in bold indicate improvements to be bonded, all other figures are considered trunk main expenditures. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 TABLE 8 Storm Water System Capital Improvement Plan (2007 Dollars) - see figure 7 Notes: 1. Costs are for budgeting purposes only, and are subject to change as projects are studied, designed, and constructed. 2. Project Costs include 10% for contingency and 35% for indirect costs. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Estimated Estimated Trunk Total Storm Sewer Improvements Costs City Costs 1) 2005 - Sanitary Interceptor Project/Storm Improvements $50,438 2) 2005 - Hillside Farms Outlet $231,763 3) 2005 - CSAH 18/1-94 Interchange $1,215,788 4) 2005 - School Blvd Ext - Deegan to 90th $57,000 5) 2005 - Chelsea Road West $220,000 6) 2005 - Street Recon (Phase III) $500,000 $1,709,669 7) 2007 - 2007 Street Reconstruction $475,000 8) 2008 - 2008 Street Reconstruction $125,000 9) 2008 - BASIN CD -02 County Ditch Watershed 48" RCP outlet and overflow (Phase I) $990,600 $800,600 10) 2009 - 2009 Street Reconstruction $150,000 11) 2009 - BASIN TH-01 Liftstation for pond in Subwatershed TH-01 $866,200 12) 2009 - BASIN KF -13 Storm sewer system for area south of Klien Farms 5th $796,600 13) 2009 - BASIN TH-04 Storm sewer system for area southeast of Groveland 3rd $154,500 $1,206,420 14) 2010 - 2010 Street Reconstruction $200,000 15) 2010 - BASIN TH-27 Storm sewer system for southeast of N.E. 85th Street and Hwy. 25 $464,400 $292,880 16) 2011 - BASIN OC -09 Storm sewer system for Subwatershed OC -09 $1,913,900 17) 2011 - BASIN OC -11 Storm sewer system for Subwatershed OC -11 (Phase I) $851,750 $515,650 18) 2012 - BASIN TH-03 Storm sewer system for area east of Groveland 3rd $272,700 19) 2012 - BASIN CD -08 Storm sewer system for area northeast of Carlisle Village $139,700 $332,480 20) 2013 - BASIN TH-21 Storm sewer system for area west of Featherstone Addition $191,800 $188,360 21) 2014 - BASIN CD -09 Storm sewer system for area east of Carlisle Village $195,400 $127,440 22) 2015 - BASIN CD -06 Storm sewer system for area east of Ridge Estates $163,300 $82,660 23) 2016 - BASIN OC -11 Storm sewer system for Subwatershed OC -11 (Phase 11) $851,750 $170,350 24) 2017 - BASIN CD -03 Storm sewer system for area east of Meadow Oaks and south of I-94 $943,400 $188,680 25) 2018 - BASIN MR -22 Storm sewer system for area south of Township Rd. and Int. 94 $191,200 $88,240 26) 2019 - BASIN OC -15 Storm sewer system for Subwatershed OC -15 $163,200 $32,640 27) 2020 - BASIN OC -16 Storm sewer system for Subwatershed OC -16 $116,400 $23,280 28) 2021 - BASIN KF -09 Storm sewer system for area east of Hunters Crossing $450,100 $90,020 29) 2022 - BASIN KF -10 Storm sewer system for area east of N.E. 85th Street $156,600 30) 2022 - BASIN KF -11 Storm sewer system for area west of Hillside Farms 1st $173,700 $116,060 31) 2023 - BASIN TH-05 Storm sewer system for area west of School Blvd. and Hwy. 25 $315,500 32) 2023 - BASIN CD -05 Storm sewer system for Subwatershed CD -05 (Phase I) $738,800 $210,860 33) 2024 - BASIN CD -05 Storm sewer system for Subwatershed CD -05 (Phase 11) $738,800 34) 2024 - BASIN TH-11 Ditch maintenance along Hwy. 25 in Subwatershed TH-11 $216,700 $591,040 35) 2025 - BASIN OC -14 Storm sewer system for Subwatershed OC -14 (Phase I) $108,100 $21,620 36) 2026 - BASIN TH-07 Storm sewer system for area southwest of School Blvd. and Hwy. 25 $398,000 37) 2026 - BASIN MR -32 Storm sewer system for Subwatershed MR -32 $397,500 $159,100 38) 2027 - BASIN OC -14 Storm sewer system for Subwatershed OC -14 (Phase 11) $108,100 39) 2027 - BASIN MR -26 Storm sewer system for area west of Timber Ridge $177,000 $57,020 Notes: 1. Costs are for budgeting purposes only, and are subject to change as projects are studied, designed, and constructed. 2. Project Costs include 10% for contingency and 35% for indirect costs. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 FIGURES Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 APPENDIX A Cash Flow Analysis — (Current Scenario) Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Cash Flow Analysis - (Current Scenario) This cash flow scenario was run to show the current state of the trunk utility funds after the projected growth and CIP have been modified as previously mention in the report. This cash flow scenario uses the current trunk fees set in 2007 and are as follows... Trunk Sanitary Sewer Fee $1,226 per Residential Unit $3,065 per Non-residential Acre Sewer Access Charge $4,030 per Residential Unit $4,030 per Equivalent Unit Water System Trunk Fee $907 per Residential Unit $2,267 per Non-residential Acre Storm Sewer Trunk Fee $3,245 per Net Acre Stormwater Storage and Ponding $8,176 per Acre for Industrial Developments $6,997 per Acre for Commercial Developments $3,490 per Acre for Residential Developments It should be noted that this scenario includes the past practice of transferring $582,000 generated from the tax levy into the WWTP fund to assist with the payment of the 1997 WWTP improvements. This practice has recently been eliminated due to an unsuccessful tax levy in 2007. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 APPENDIX B Cash Flow Analysis — (Without the WWTP Tax Levy) Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Cash Flow Analysis - (Without WWTP Tax Levy) This cash flow scenario was run to show the effect the unsuccessful tax levy has had on the trunk utility funds. The projected growth rate and CIP in this scenario are the same as the previous scenario. The trunk fees used in this scenario have been modified from the 2007 fee schedule in order to provide proper cash flow... Trunk Sanitary Sewer Fee (No Change) $1,226 per Residential Unit $3,065 per Non-residential Acre Sewer Access Charge (48% Increase) $5,964 per Residential Unit $5,964 per equivalent Unit Water System Trunk Fee $907 per Residential Unit $2,267 per Non-residential Acre Storm Sewer Trunk Fee $3,245 per Net Acre Stormwater Storage and Ponding $8,176 per Acre for Industrial Developments $6,997 per Acre for Commercial Developments $3,490 per Acre for Residential Developments It should be noted that in this scenario the WWTP Fund is expected to run negative for a number or years; however money is available and can be transferred directly from the Sanitary Sewer Trunk Fund to allow for cash flow within the WWTP fund. By having the two utility funds work together during this period, the increase to the SAC fund can be reduced. The SAC fee may be reduced after the 1997 WWTP expansion is paid off in 2018. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 APPENDIX C Cash Flow Analysis — (Increase to Sanitary Sewer User Rates) Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 Cash Flow Analysis - (Increase sanitary sewer user rates) This cash flow scenario was run to show the effect of increasing the sanitary sewer user rates to assist with payment for the proposed WWTP improvements. This scenario is the same as the previous scenario with the exception that half of the costs for the proposed WWTP improvements would be funded through an increase to the sanitary sewer user rate increase. The trunk fees used in this scenario have been modified from the 2007 fee schedule in order to provide proper cash flow... Trunk Sanitary Sewer Fee $1,226 per Residential Unit $3,065 per Non-residential Acre Sewer Access Charge (30% Increase in 2008) $5,239 per Residential Unit $5,239 per Equivalent Unit Sanitary Sewer Rates ($22% Increase in 2008) Sewer Rates: 1St 500 cu.ft. Over 500 cu.ft. Sewer Rates Special: Industrial Sewer Rates: 0-500 cu.ft. Over 500 cu.ft. Water System Trunk Fee $907 per Residential Unit $2,267 per Non-residential Acre Storm Sewer Trunk Fee $3,245 per Net Acre Stormwater Storage and Ponding $8,176 per Acre for Industrial Developments $6,997 per Acre for Commercial Developments $3,490 per Acre for Residential Developments $14.54 minimum $2.61 per 100 cu.ft. $20.18 per # of people in household $14.54 minimum $1.40 per 100 cu.ft. It should be noted that in this scenario the WWTP Fund is expected to run negative for a number or years; however money is available and can be transferred directly from the Sanitary Sewer Trunk Fund to allow for cash flow within the WWTP fund. By having the two utility funds work together during this period, the increase to the SAC fund can be reduced. The SAC fee may be reduced after the 1997 WWTP expansion is paid off in 2018. Amendment to the Trunk Fee Analysis Sanitary Sewer, Storm Sewer, and Water System City of Monticello, MN WSB Project No. 1494-05 75 0 U Z W m U) 0 oo Z U) J 0 a W Z Z 2 0 0 W F - Z) U) T W Z) Z W a a Z W X 0 ws b Memorandum To: Matt Leonard, City of Monticello From: Earth Evans, PE Laura Kivisto, EIT Sam Phillips, EIT Date: October 7, 2021 Re: County Ditch 33 Feasibility Study WSB Project No. 018674-000 The purpose of this memorandum is to summarize the background, methodology, and findings of the County Ditch 33 Feasibility Study. BACKGROUND AND FIELD VISIT County Ditch 33 is located in the City of Monticello, Wright County, Minnesota. The ditch system consists of drain tile and open channel waterways which route stormwater to the Mississippi River. The state of the ditch is in decline and repairs are needed, particularly in the area north of 1-94. This feasibility study was initiated to review the existing conditions of the ditch, locate problem areas, and evaluate potential improvements for the portion of the County Ditch north of I- 94. A field visit was completed in August 2021. Photos from the site visit are shown on Figure 1. The majority of the issues are located downstream of wetland CD -02A. Notably, the drain tile is crushed, filled in, and does not efficiently convey water. The open ditch near the drain tile inlet at wetland CD -02A is experiencing erosion and bank undercutting. EXISTING CONDITIONS Methodology An existing conditions model of the County Ditch 33 watershed and drainage infrastructure was built using HydroCAD. The Monticello Citywide HydroCAD model was utilized as a baseline and modified to reflect the drain tile and open channel sections of the ditch. The following sources were utilized for updating the model: • Invert elevations were adjusted based on the data from the 2018 memo by Houston Engineering. No additional survey was completed for this analysis. • Drainage area delineations are based on 2008 LiDAR data and adjusted where necessary based on developments that have occurred. • Existing curve numbers were determined based on an existing land use ArcGIS shapefile from the City of Monticello and SSURGO soil data. A weighted curve number was determined for each subwatershed based on the different land use and soil components. KA018674-000\WR\FINAL REPORT\018674-DRAFT report.dou County Ditch 33 Feasibility Study 10/1/2021 Page 2 • Time of concentration values were calculated using the lag method. The average slope of the subwatersheds were calculated using the raster slope calculator in ArcGIS Pro. Flow paths were delineated based on existing LiDAR contour data. • Existing wetland storage was determined from the 2008 LiDAR contour data. Outlet information was obtained from City of Monticello GIS data. • Clogging factors were added to the drain tile and culvert inlets that were found to be plugged in the field visit. • Atlas 14 rainfall depth data for the City of Monticello and an MSE -3 24-hour distribution were utilized for the model run, displayed in Table 1. Table 1. Atlas 14 Rainfall Data Storm Event Rainfall Depth in 2 -year 2.84 10- ear 4.22 100 -year 6.87 Results The 100 -year high water levels (HWLs) for existing conditions are shown on Figure 1. We utilized the existing conditions model data to evaluate structures or major roadways that were within 2 - feet vertical (determine from LiDAR) from the 100 -year HWLs. The locations with less than 2 -feet of freeboard are shown on Figure 1 and listed in Table 2. Table 2. Existing Conditions Freeboard Evaluation Location Existing 100 -year HWL Low elevation* Freeboard ft Existing properties on 84th Street NE adjacent to CD -03A 942.64 941.0 -1.6 85th Street NE adjacent to CD -32 942.84 941.0 -1.8 Eastbound 1-94 adjacent to CD -32 942.84 941.0 -1.8 Jason Avenue adjacent to CD -08 961.49 962.0 0.5 Eastbound 1-94 adjacent to CD -02D 943.33 942.0 -1.3 Existing property on 96th Street adjacent to CD -02A 931.16 930.0 -1.2 Existing properties south of CSAH39 917.17 918.0 0.8 *All elevations are based on LiDAR and should be field verified to confirm. Given the high level scale of this evaluation, we recommend further due diligence to confirm if there are freeboard issues at these locations. In addition to the locations with a lack of freeboard, the existing 18 -inch pipe under 90th Street (downstream of wetland CD -02D) does not allow for positive drainage for the culvert under I-94. The downstream invert of the 1-94 culvert is approximately 1 -foot below the invert for the 90th Street culvert. This results in tailwater impacts for CD -02D and may contribute to the inadequate freeboard for the 1-94 shoulder. Additionally, the tile through CD -02D is also in need of repair. The tile is broken, exposed, and failing. Over time this has led to saturated conditions in the area shown has NWI wetland within CD -02D. When MnDOT expanded 1-94 in this corridor they built two ponds that outlet to the tile system and installed centerline culverts under 1-94 (36" and 60" as shown on Exhibit 1). Improvements to the tile in this area would also need to factor in replacement of the MnDOT pond outlets. K:\018674-000\WR\FINAL REPORT\018674-DRAFT report.docx County Ditch 33 Feasibility Study 10/1/2021 Page 3 The primary County Ditch 33 maintenance issues are associated with the draintile and open channel downstream of CD -02A. As noted previously the tile outlet from CD -02A is nearly fully silted in. This results in significant additional ponding within CD -02A. During the 100 -year event, CD -02A HWL overtops the EOF and runoff travels along the existing open channel. However, the majority of the runoff is retained in CD -02A since the EOF is approximately 10 -feet higher than the draintile outlet which allows for significant volume retention. PROPOSED CONDITIONS Methodology The proposed conditions HydroCAD model was built from the existing conditions model. The primary updates that were incorporated were to update land use, incorporate regional ponding and incorporate the proposed improvements. The weighted curve numbers were modified according to the proposed land use, using City of Monticello 2040 land use planning. Regional ponding areas were added to the model based on locations of proposed development within the watershed. Pond sizes were estimated using the approximate water quality, rate control and volume control storage required to meet City and Minnesota Pollution Control Agency (MPCA). Proposed Improvements Several improvements are recommended to address the issues identified with the existing conditions analysis. Improvements are shown on Figures 2 and 3. Feasibility level cost estimates are provided in Appendix A. CD -02A Outlet Improvements Two scenarios were examined (Figure 3), each with a different primary outlet for wetland CD - 02A. • Scenario 1 requires construction of an outlet pipe for CD -02A through the undeveloped parcels between Harding Avenue and Haug Avenue. Timing for construction of this pipe would need to factor in development pressure. • Scenario 2 replaces the degraded existing drain tile outlet from CD -02A and requires reconstruction of the existing open channel overflow route. Figures 2 and 3 show the proposed improvements. Scenario 1 was originally considered in 2005 with the Hidden Forest/Sunset Ridge development. The City completed a Utility Study that included storm sewer improvements to implement with the development. The development did not occur and as such the County Ditch system in this location remains an issue. Scenario 1 would require easement acquisition over the proposed outlet route, unless it was routed down a proposed City street within the development. The pipe is shown on Figure 3 following the shortest route to the river. This requires going through an existing ridge line that results in approximately 400 -feet of the pipe being 30-40 feet deep. The primary challenge associated with Scenario 2 is access for construction along the narrow - wooded channel. There is easement over the tile system along this corridor, but construction access and excavation for the new pipe installation would be challenging and increases the cost of this alternative. The overland route is approximately 10 -feet above the existing invert of the draintile. Therefore, the overland route can't be used as the primary outlet for the south wetland complex CD -02A, but it can continue to be utilized as the emergency overflow and to convey the K:\018674-000\WR\FINAL REPORT\018674-DRAFT report.docx County Ditch 33 Feasibility Study 10/1/2021 Page 4 rear yard runoff from the adjacent properties. If the tile is upsized with Scenario 2, it is necessary to follow Ditch Law process. There is flexibility on the outlet elevation from CD -02A. However, changing the outlet elevation would require delineation of the wetland and coordination with the TEP. Easement acquisition costs are not included in the Appendix A cost estimates. Downstream Easement Acquisition Neither the City or County have easements or right-of-way between CSAH 39 and the Mississippi River for the outlet from County Ditch 33. In 2005, when the Hidden Forest/Sunset Ridge development was pending, the City evaluated easements for the pipe extension to the river as shown on Figures 2 and 3. Additional investigation is needed to determine if any easements were acquired. Easements or right-of-way would be needed for both Scenario 1 and 2. CD -02A Wetland Bank CD -02A is listed on the National Wetland Inventory (NWI) and the approximate extents are shown on Figure 2. However, the majority of the area is farmed up to the limits of the county ditch open channels. One opportunity for better utilizing this area is to consider a wetland banking project. CD -02A is a key resource for flood storage for the regional system. With improvements to the hydrology (daylighting the draintile, grading adjustments, outlet modifications) and vegetation management it may also be a potential resource for wetland credits. The wetland banking process is fairly extensive and requires permit agency review and a 5 -year monitoring plan. City Staff have indicated the landowner may be interested in pursuing this alternative. The first step would be to delineate this wetland and proceed with a draft Prospectus to determine if it is a viable option. Wetland banks are a long-term investment, and the permitting process is extensive. Typically, it takes between 1-2 years to get permit agency buy -in on the potential project before moving forward. High level estimate of costs for a wetland bank are as follows: • Permitting $30,000 • Survey, Hydrologic & Hydraulic analysis, Design and Plan Preparation $45,000 • Construction Costs $125,000 - $175,000 • These costs do not include easement acquisition. 90th Street Culvert We recommend replacing the existing 18" CMP under 90th Street NE with an 18" RC pipe and lowering the invert to provide positive drainage from the culvert under 1-94. Based on the available information, this would require lowering the 90th Street culvert approximately 0.5 -feet. Replacing the pipe with a smooth wall also increases the pipe capacity and correspondingly lowers the HWL in CD -02D by 0.5 -feet. This area may need additional review and coordination with MnDOT for their future 1-94 Gap project before proceeding with any improvements. It will also be necessary to delineate CD -02D prior to constructing this outlet to determine if there are any wetland impacts for the improvement. CD -02D Tile Replacement The majority of the tile line within CD -02D is failing. Replacement of the tile in this area is recommended. The images below show some of the failures that are occurring with the tile in this area. K:\018674-000\WR\FINAL REPORT\018674-DRAFT report.docx County Ditch 33 Feasibility Study 10/1/2021 Page 5 The estimated cost for replacement of the existing tile in this area is $920,000 (see Figure 4 for extents). The existing draintile material type is unknown. The cost estimate assumes that the tile will be replaced with perforated corrugated plastic pipe to allow for the local drainage in this area to be conveyed, in addition to the upstream drainage. We have not accounted for any upsizing of the existing tile. The replacement may trigger the following permits: • Further investigation will need to be done to ensure all work is completed in accordance with Minnesota drainage law. • Wetland permitting (both WCA and USACE) may be needed for temporary impacts to replace the tile. • Coordination with MnDOT will be required for work within their right-of-way. • Temporary easements may be needed for this tile replacement. Coordination with MnDOT It is recommended that the City coordinate closely with MnDOT on their upcoming 1-94 Gap project. The existing conditions modeling indicates several locations along 1-94 that appear to have inadequate freeboard. It isn't feasible at the scale of this evaluation to know the exact K:\018674-000\WR\FINAL REPORT\018674-DRAFT report.docx County Ditch 33 Feasibility Study 10/1/2021 Page 6 shoulder elevation of 1-94 to determine if freeboard is a valid concern. Detailed plans for 1-94 would provide the necessary information and the preliminary modeling completed with this analysis would be a valuable tool for evaluating any centerline culvert improvements along 1-94 to ensure no significant impacts downstream. Freeboard The improvements listed above address the locations with inadequate freeboard identified in Table 2. The properties located on 841h Street adjacent to wetland CD -03A with inadequate freeboard will likely need to be addressed with development and/or acquiring additional survey to confirm the actual low floor for these properties. 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County Ditch Subwatershed City -Owned Portion of CD 33 Culvert Open Channel County Ditch 33 Tile County Ditch 33 Channel to Mississippi River National Wetland Inventory ■ Structure/Road within 2 ft of 100 -yr HWI- Photos Taken on 8/11,12021 0 800 W S Feet 1 inch - 800 feet C)pcument Paih K:10,887d-OOUIG181Maps1U 18874-0p0 CR 33 Ditch AmlysislCD 33 Issues Map ❑ale Saved 9:1712021 r . - r �. MISSISSIPPI RIVER f 92Q g2O 920 :4k.4"910 ! g00 8g0 I 9Z0 900�� r ar 102n5t NE 9Z ,ry;�: _ g 920 \ . - u QZ4,1 _ I. 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[� l �o 930 940 Op 950 a❑ .9-10 .9j O o 0 �T ... 940 950 960 OR, � 0 9�o a1 960 980 ,.. _ . �W � - bw 85th St NE � � h I` `•�• -980 t 970 �o o ;980 �o g ,_ rn 9si.ss � ` � � ❑ � � - - � . ._ I; iDDyear ' , _ .� ,� � -,. yJ� `, � D ( �' • a � f �� . - - �• �, �;•-' �7 �� ti � HWL: 949.56 � .� � !� �'��, V ;.^. [� l �o Op a❑ ,tea 9� 980 990 9A0 960 �o a 0 Q a 990 .9 100 tea r, z 00 960 f.COE A. r - "CD -D4 + q - goo �� ❑ ..... 960 CD -Q4 y `. , � ,•-.. 98 IN `. 60..E 980 I r 980 - - 9>0 •J 70 : - t na- , CC CD ° IO2_ pti $ 980 Qn 960 1000 ,.�. - 72 nd St NE ms"= - - 990 L 970 D 970 Q I� r _ o 106 960 rn , P 970 9 960 Q ^ 960 gra ti . f g70 60980 OZ O �� ; !". N-.- I''.. r 990 1000 970 950 970- '9 970990 990 1 ,: ��❑ - . -- - - i 0 960 970 0 9� a 990 910 P: = Legend g 0 g� County Ditch Subwatershed City -Owned Portion of CD 33 z 63rd St NE > ■ ■ Culvert I. N ",,:��•+.- - Open Channel County Ditch 33 Tile County Ditch 33 Channel to Mississippi River National Wetlard Inventory jl� Q Downstream Easement Acquisition r Proposed Pond - _A • Proposed Storm Structure v =° Proposed Storm Sewer Figure 2 - Proposed Improvements Map County Ditch 33 Feasibility Study City of Monticello, MN 0 800 WS Feet 1 inch - 800 feet Document Path: CR 33 Ditch Analysis,F2Pmposed Layoul Dale Saved: 1010!2025 ";di Scenario 100 -year HWL O Footprint at HWL Existing 931.16' 116.0 ac Scenario 1 924.97' 45.4 ac Scenario 925.86' -19d 64.6 ac 9 ";di Scenario 100 -year HWL O Footprint at HWL Existing 931.16' 116.0 ac Scenario 1 924.97' 45.4 ac Scenario 925.86' -19d 64.6 ac 9 90th St N 03f; r. .... ....... . . . . . . . . . . C) 0 all 9'0I Legend County Ditch Subwatershed Open Channel County Ditch 33 -lop Tile County Ditch 33 Culvert National Wetland Inventory. Proposed Pond 4Proposed Storm Sewer � Parcel Boundary Figure 4 - CD -02D Tile Repair 0 300 County Ditch 33 Feasibility Study Feet wsb 1 inch = 300 feet Monticello City of Monticello, MN Annexation Area - East Monticello Area L; Annexation Area City Boundary Township Boundary �MonfiAo 1 in = 2,654 Ft N A June 6, 2023 Map Powered By Datafi �.v Q, E.,) MEMORANDUM OF UNDERSTANDING City of Monticello — Ditch 33 Stormwater Outfall Construction Project City Project: Ditch 33 Stormwater Outfall Construction Project PID(s): 155190000030,15550008340,15500172100,155190000021 Fee Owner(s): Adam C. Johnson and Lindsay Wells On this day of , 20, Adam C. Johnson and Lindsay Wells, Owner(s) of the above-described parcel(s) of property located in the City of Monticello, County of Wright, and State of Minnesota, did execute and deliver a conveyance of real estate rights to the City. This agreement is now made and entered as a memorandum of all the terms, and the only terms, agreed upon in connection with the above transaction. It is hereby acknowledged and agreed upon between the parties that: The Owner(s) have been furnished with the approved estimate of just compensation for the property rights acquired and a summary statement of the basis for the estimate. The Owner(s) understand that the acquired property rights are for use in connection with the construction of the City of Monticello Ditch 33 Stormwater Outfall Construction Project and require a permanent easement for access, and drainage and utility purposes over, under, across and through the above-described parcel(s) of property. 1. The Owner(s) understand and acknowledge that the Agent for the City has no direct, indirect, present, or contemplated future personal interest in the property or in any benefits from the acquisition of the property rights. 2. That in full compensation for the conveyance of said property, the City shall pay the Owner(s) the sum of sixty thousand and no/100 Dollars ($60,000.00) for four easements and an additional three thousand and no/100 Dollars ($3,000.00) for crop damages during construction. The total compensation for easements and damages will be sixty-three thousand and no/100 Dollars ($63,000.00). Owner(s) understand that payment by the City must await City Council approval, verification of marketable title, and lender consents, if needed. 3. In the event of a clerical error, Grantor, whether one or more, agree to cooperate in correcting the error including but not limited to resigning all documents. 4. Additionally, the Owner(s) understand and acknowledge the City will not be responsible for replacing any trees removed during the construction of the outlet. It is understood and agreed that the entire agreement of the parties is contained in this Memorandum of Understanding and Easement Document(s) dated , 20 and that these documents and agreements include all oral agreements, representations, and negotiations between the parties. Date: By: Rachel Leonard, City Administrator Adam C. Johnson Lindsay Wells City Council Agenda: 6/12/2023 2L. Consideration of approving a contract with McDowall Company for the replacement of HVAC system and connection of boilers for the WWTP in the amount of 583.054 Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/City Engineer 6/12/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Facilities Maintenance Manager, City Administrator Finance Director ACTION REQUESTED Motion to approve a contract with McDowall Company for the replacement of the HVAC system and reconnection of boilers at the wastewater treatment plant. REFERENCE AND BACKGROUND The office building HVAC/AC system at the wastewater treatment plant is well over 25 years old. It is beyond its useful life and is proposed to be replaced. All other wastewater treatment plant buildings and processes are heated from a central boiler that utilizes methane gas produced from treatment operations or utilizes purchased natural gas. This main boiler is approximately 26 years old, and parts are no longer readily available for repairs. A project was completed in the late 2000s to produce Class A biosolids and several boilers were installed as part of that project. However, the equipment and process added for that project didn't meet the Class A requirement, and the equipment installed was taken offline. The boilers installed as part of that project were intended to provide redundancy to the main boiler for the facility. Staff proposes to bring these boilers back online to ensure reliability at the wastewater treatment plant and provide sufficient time to make repairs to the main boiler system when needed. McDowall Company, who was awarded a Sourcewell indefinite delivery quantity (IDIQ) construction contract, was contacted for pricing on this project. Sourcewell, formerly National Joint Powers Alliance, is a local unit of government and public agency created by the Minnesota Legislature as a service cooperative in Minn. Stat. § 123A.21 (2018). Sourcewell was established with the statutory purpose of assisting members in meeting specific needs which are more efficiently delivered cooperatively than by an entity individually. Pricing for the replacement of the heating and air conditioning units at the main office building was $51,625.43, and the price for reconnecting the boilers is $31,428.22. City Council Agenda: 6/12/2023 Budget Impact: The 2023 budget didn't include any costs for this specific project. However, issues experienced with the units last winter make this a top priority. The project will be funded from repairs and maintenance budget, and the $75,000 budget for native grass can be delayed until 2024, if necessary. II. Staff Workload Impact: Facilities staff will be involved in this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving the contract with McDowall Company for this HVAC and boiler connection. SUPPORTING DATA • EZ IQ contract GORDIAN (R Work Order Signature Document Sourcewell EZIQC Contract No.: MN -R5 -R -040622 -MDC F-x] New Work Order F-1 Modify an Existing Work Order Work Order Number: 116283.00 Work Order Date: 05/19/2023 Owner PO No: Work Order Title: City of Monticello Wastewater Treatment Plant HVAC Upgrades 2023 Owner Name: SOURCEWELL - MINNESOTA- City of Mc Contractor Name: McDowall Company Contact: Matt Leonard Contact: Ryan Keating Phone: 763-271-3271 Phone: 320-203-9336 Work to be Performed Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of Sourcewell EZIQC Contract No MN -R5 -R -040622 -MDC. Brief Work Order Description: Time of Performance See Schedule Section of the Detailed Scope of Work Duration Liquidated Damages Will apply: Will not apply: Work Order Firm Fixed Price: $83,053.65 Owner Purchase Order Number: Approvals Owner Date Contractor Date Work Order Signature Document Page 1 of 1 SOURCEWELL - MINNESOTA - City of Monticello 5/19/2023 Sour w ll a Detailed Scope of Work To: Ryan Keating McDowall Company No Data Input No Data Input, 320-203-9336 Date Printed: May 19, 2023 GORDIAN (R From: Matt Leonard SOURCEWELL - MINNESOTA- City of Monticello 505 Walnut Street Monticello, MN 55362 763-271-3271 Work Order Number: 116283.00 Owner PO No: Work Order Title: City of Monticello Wastewater Treatment Plant HVAC Upgrades 2023 Brief Scope: Preliminary FIRevised FX Final The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work. FURNACE WORK PROPOSED The city of Monticello has asked McDowall for budget pricing to remove and replace the existing furnaces and air conditioning unit that serves the offices at the Waste Water Treatment Plant. Please see the following scope of work for more details. McDowall will provide the following: • Remove the (2) existing furnaces in the mechanical room • Provide and install (2) new furnaces in the same location as the existing • Provide all the required ductwork to ensure for proper air fow • Remove the existing condensing unit that is located outside the building • Provide and install a new condensing unit to be placed in the same location outside • Provide all the required refrigeration piping and piping insulation • Provide all the required electrical disconnect and reconnect • Provide all the required rigging Provide start up Clarifications and Exclusions: • Work to be performed during normal business hours • Mechanical drawings are not included in this scope of work • "Premium Time" or Price Contingency is not included in this scope of work • Temporary HVAC, bonding, allowances, dust control, site restoration, testing and balancing or temperature controls are not included • Roofing, structural work or roof screening is not included • McDowall Comfort Management will not perform any work if working conditions could endanger or put at risk the safety of our employees or subcontractors • Asbestos or hazardous material abatement removal (if any) shall be performed by customer • No structural or architectural work is included as part of this scope of work • HVAC /Building code updates required by the City or State will be an ADD to this scope of work McDowall Comfort Management is not responsible for any pre -existing conditions to the existing mechanical systems • Please assume the cooling and heating to be non -operational for 5-6 days during installation We PROPOSE hereby to furnish material and labor - complete in accordance with the above specifications: BUDGET PRICING $58.000.00. BOILER WORK PROPOSED The city of Monticello has asked McDowall Company for budget pricing to reconnect the boilers at the waste water treatment plant. Currently they have been turned of and the gas and water lines have been disconnected. Please see the following scope of work for more details. McDowall will provide the following: • Inspect all boilers including a hydrostatic test on each boiler • Provide all the required safety checks on each boiler • Connect gas to each boiler and provide all required piping • Connect water to each boiler and provide all required piping • Provide start up of each boiler • Leak check and verify operation of each system • Provide a water sample and add treatment as needed Clarifications and Exclusions: • Work to be performed during normal business hours • Mechanical drawings are not included in this scope of work • " Premium Time" or Price Contingency is not included in this scope of work • Temporary HVAC, bonding, allowances, dust control, site restoration, testing and balancing or temperature controls are not included • Roofing, structural work or roof screening is not included • McDowall Comfort Management will not perform any work if working conditions could endanger or put at risk the safety of our employees or subcontractors • Asbestos or hazardous material abatement removal (if any) shall be performed by customer • No structural or architectural work is included as part of this scope of work HVAC /Building code updates required by the City or State will be an ADD to this scope of work • McDowall Comfort Management is not responsible for any pre-existing conditions to the existing mechanical systems We PROPOSE hereby to furnish material Scope of Work Page 1 of 2 SOURCEWELL - MINNESOTA - City of Monticello 5/19/2023 Detailed Scope of Work Continues.. Work Order Number: 116283.00 Work Order Title: City of Monticello Wastewater Treatment Plant HVAC Upgrades 2023 and labor - complete in accordance with the above specifications: BUDGET PRICING $27,000.00. Contractor Owner Date Date Scope of Work Page 2 of 2 SOURCEWELL - MINNESOTA - City of Monticello 5/19/2023 Contractor's Price Proposal - Summary Date: May 19, 2023 Re: IQC Master Contract #: MN -R5 -R -040622 -MDC Work Order #: 116283.00 Owner PO #: Title: City of Monticello Wastewater Treatment Plant HVAC Upgrades 2023 Contractor: McDowall Company Proposal Value: $83,053.65 BOILER $31,428.22 FURNACE $51,625.43 Proposal Total $83,053.65 Contractor's Price Proposal - Summary Page 1 of 1 SOURCEWELL - MINNESOTA - City of Monticello 5/19/2023 Contractor's Price Proposal - Detail Date: May 19, 2023 Re: IQC Master Contract #: MN -R5 -R -040622 -MDC Work Order #: 116283.00 Owner PO #: Title: City of Monticello Wastewater Treatment Plant HVAC Upgrades 2023 Contractor: McDowall Company Proposal Value: $83,053.65 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) BOILER 1 01 22 20 00 0057 HR Project Manager $0.00 Quantity Unit Price Factor Total Installation 0.00 x 151.80 x 1.2432 0.00 2 23 01 50 61 0003 EA Set-up Charge For Boiler Fire Side Maintenance Includes removing/relocating $7,130.66 doors, plates, portals, and burners required to access fireside. Quantity Unit Price Factor Total Installation 3.00 x 1,911.91 x 1.2432 7,130.66 3 23 01 50 61 0005 EA Setup Charge For Boiler Water Side Maintenancelncludes closing valves, $9,507.57 draining, and positioning equipment needed for tube replacement. Quantity Unit Price Factor Total Installation 3.00 x 2,549.22 x 1.2432 9,507.57 4 23 01 50 61 0055 GAL Corrosion Resistant Chemical Treatment, Based On Gallons Of Chemical $7,961.45 Required Quantity Unit Price Factor Total Installation 50.00 x 128.08 x 1.2432 7,961.45 5 23 05 17 00 0011 EA 2-1/2" Steel Pipe Sleeve With Link Seals $1,756.14 Quantity Unit Price Factor Total Installation 10.00 x 141.26 x 1.2432 1,756.14 6 23 05 29 00 0202 EA 1" Steel Pipe Clamp (Cooper B -Line B3140) $359.43 Quantity Unit Price Factor Total Installation 16.00 x 18.07 x 1.2432 359.43 7 23 05 29 00 0652 LF 3/8" Diameter, Plain Finish Steel, Low Carbon Threaded Rod $136.25 Quantity Unit Price Factor Total Installation 40.00 x 2.74 x 1.2432 136.25 8 23 05 29 00 0676 EA 3/8" Diameter, Zinc Plated Steel, Low Carbon/Grade 2 Hex Nut $28.84 Quantity Unit Price Factor Total Installation 40.00 x 0.58 x 1.2432 28.84 9 23 21 13 23 0005 LF 1" Schedule 40 Threaded Black Steel Pipe With 150 LB Malleable Iron Fitting $643.73 Assemblylncludes all hangers and all fittings (couplings, elbows, tees and reducer fittings). All hangers are complete assemblies. Not for use where detail is available. Quantity Unit Price Factor Total Installation 30.00 x 17.26 x 1.2432 643.73 10 23 21 13 23 0006 LF 1-1/4" Schedule 40 Threaded Black Steel Pipe With 150 LB Malleable Iron $770.91 Fitting Assemblylncludes all hangers and all fittings (couplings, elbows, tees and reducer fittings). All hangers are complete assemblies. Not for use where detail is available. Quantity Unit Price Factor Total Installation 30.00 x 20.67 x 1.2432 770.91 11 23 21 13 23 0017 LF 1/2" Schedule 40, Threaded And Coupled, Black Steel Pipe $250.26 Quantity Unit Price Factor Total Installation 30.00 x 6.71 x 1.2432 250.26 Contractor's Price Proposal - Detail Page 1 of 5 SOURCEINELL - MINNESOTA - City of Monticello 5/19/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 116283.00 Work Order Title: City of Monticello Wastewater Treatment Plant HVAC Upgrades 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) BOILER 12 23 21 13 23 0033 EA 1/2", 150 LB, Black Malleable Iron 90 Degree Elbow $877.95 Quantity Unit Price Factor Total Installation 30.00 x 23.54 x 1.2432 877.95 13 23 21 13 23 0036 EA 1-1/4", 150 LB, Black Malleable Iron 90 Degree Elbow $400.21 Quantity Unit Price Factor Total Installation 8.00 x 40.24 x 1.2432 400.21 14 23 21 13 23 0146 EA 1-1/4", 150 LB, Black Malleable Iron Union $725.03 Quantity Unit Price Factor Total Installation 8.00 x 72.90 x 1.2432 725.03 15 23 21 16 00 0029 EA 3/4" Screwed Ends, 250 LB, Iron Body, Y -Type Strainer $879,79 Quantity Unit Price Factor Total Installation 8.00 x 88.46 x 1.2432 879.79 Subtotal for BOILER $31,428.22 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) FURNACE 16 01 22 23 00 0938 DAY 6 Ton Lift, Truck Mounted Hydraulic Crane With Full -Time Operator $1,234.41 Quantity Unit Price Factor Total Installation 1.00 x 992.93 x 1.2432 1,234.41 17 23 01 60 71 0003 LB Recovery And Recharging Of Refrigerantlncludes cleaning refrigerant gas prior $637.51 to recharging. Quantity Unit Price Factor Total Installation 40.00 x 12.82 x 1.2432 637.51 18 23 05 29 00 0006 EA 1" Steel Clevis Hanger (Cooper B -Line B3100) $382.31 Quantity Unit Price Factor Total Installation 16.00 x 19.22 x 1.2432 382.31 19 23 05 29 00 1229 EA 36" x 36" Molded Plastic Pad $321.49 Quantity Unit Price Factor Total Installation 2.00 x 129.30 x 1.2432 321.49 20 23 05 53 00 0005 EA 1" Outside Diameter Snap-On Plastic Marker $105.70 Quantity Unit Price Factor Total Installation 6.00 x 14.17 x 1.2432 105.70 21 23 05 93 00 0003 EA Balancing Heating And Ventilating Units $1,461.63 Quantity Unit Price Factor Total Installation 3.00 x 391.90 x 1.2432 1,461.63 22 23 07 19 00 0004 LF 3/4" Diameter Pipe, 1" Thick Calcium Silicate Insulation $2,938.92 Quantity Unit Price Factor Total Installation 200.00 x 11.82 x 1.2432 2,938.92 23 23 23 13 00 0003 EA 3/8" Refrigeration Ball Valve, Sweated $131.88 Quantity Unit Price Factor Total Installation 3.00 x 35.36 x 1.2432 131.88 Contractor's Price Proposal - Detail Page 2 of 5 SOURCEWELL - MINNESOTA - City of Monticello 5/19/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 116283.00 Work Order Title: City of Monticello Wastewater Treatment Plant HVAC Upgrades 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) FURNACE 24 23 23 13 00 0011 EA 1/2" Refrigeration Valve, Packless $196.51 Quantity Unit Price Factor Total Installation 3.00 x 52.69 x 1.2432 196.51 25 23 23 13 00 0013 EA 7/8" Refrigeration Valve, Packless $517.59 Quantity Unit Price Factor Total Installation 3.00 x 138.78 x 1.2432 517.59 26 23 23 16 00 0010 LF 7/8" Outside Diameter Soft Refrigeration Copper Tubing $222.04 Quantity Unit Price Factor Total Installation 20.00 x 8.93 x 1.2432 222.04 27 23 23 16 00 0019 LF 7/8" Outside Diameter Type L Drawn, ACR Copper Tubing $2,354.12 Quantity Unit Price Factor Total Installation 180.00 x 10.52 x 1.2432 2,354.12 28 23 23 16 00 0061 EA 3/8" ACR Wrought Copper Coupling $217.36 Quantity Unit Price Factor Total Installation 12.00 x 14.57 x 1.2432 217.36 29 23 23 16 00 0063 EA 5/8" ACR Wrought Copper Coupling $243.02 Quantity Unit Price Factor Total Installation 12.00 x 16.29 x 1.2432 243.02 30 23 23 16 00 0064 EA 3/4" ACR Wrought Copper Coupling $349.69 Quantity Unit Price Factor Total Installation 12.00 x 23.44 x 1.2432 349.69 31 23 23 16 00 0065 EA 7/8" ACR Wrought Copper Coupling $342.53 Quantity Unit Price Factor Total Installation 12.00 x 22.96 x 1.2432 342.53 32 23 23 16 00 0075 EA 3/8" ACR Wrought Copper Short Radius 90 Degree Elbow $378.53 Quantity Unit Price Factor Total Installation 16.00 x 19.03 x 1.2432 378.53 33 23 23 16 00 0089 EA 3/8" ACR Wrought Copper Long Radius 90 Degree Elbow $418.31 Quantity Unit Price Factor Total Installation 16.00 x 21.03 x 1.2432 418.31 34 23 23 16 00 0091 EA 5/8" ACR Wrought Copper Long Radius 90 Degree Elbow $470.82 Quantity Unit Price Factor Total Installation 16.00 x 23.67 x 1.2432 470.82 35 23 23 16 00 0092 EA 3/4" ACR Wrought Copper Long Radius 90 Degree Elbow $567.10 Quantity Unit Price Factor Total Installation 16.00 x 28.51 x 1.2432 567.10 36 23 23 16 00 0093 EA 7/8" ACR Wrought Copper Long Radius 90 Degree Elbow $625.38 Quantity Unit Price Factor Total Installation 16.00 x 31.44 x 1.2432 625.38 37 23 23 16 00 0093 EA 7/8" ACR Wrought Copper Long Radius 90 Degree Elbow $625.38 Quantity Unit Price Factor Total Installation 16.00 x 31.44 x 1.2432 625.38 Contractor's Price Proposal - Detail Page 3 of 5 SOURCEWELL - MINNESOTA - City of Monticello 5/19/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 116283.00 Work Order Title: City of Monticello Wastewater Treatment Plant HVAC Upgrades 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) FURNACE 38 23 23 16 00 0103 EA 3/8" ACR Wrought Copper 45 Degree Elbow $469.43 Quantity Unit Price Factor Total Installation 16.00 x 23.60 x 1.2432 469.43 39 23 23 16 00 0107 EA 7/8" ACR Wrought Copper 45 Degree Elbow $97.86 Quantity Unit Price Factor Total Installation 3.00 x 26.24 x 1.2432 97.86 40 23 23 16 00 0107 EA 7/8" ACR Wrought Copper 45 Degree Elbow $195.73 Quantity Unit Price Factor Total Installation 6.00 x 26.24 x 1.2432 195.73 41 23 23 16 00 0144 EA 7/8" ACR Wrought Copper P -Trap $257.32 Quantity Unit Price Factor Total Installation 2.00 x 103.49 x 1.2432 257.32 42 23 23 16 00 0151 EA 3/8" Outside Diameter Sight Glass With Moisture And Liquid Indicator, Solder $210.65 Connection Quantity Unit Price Factor Total Installation 3.00 x 56.48 x 1.2432 210.65 43 23 23 16 00 0173 EA 1/2" Outside Diameter, 2 To 7-1/2 Ton, Sealed In -Line Filter Drier, Solder $469.74 Connections Quantity Unit Price Factor Total Installation 3.00 x 125.95 x 1.2432 469.74 44 23 23 23 00 0008 LB R-41 OA Refrigerant $154.41 Quantity Unit Price Factor Total Installation 10.00 x 12.42 x 1.2432 154.41 45 23 31 13 13 0004 LB 3" WG (Class B), Rectangular Or Square, Galvanized Steel Sheet Metal $4,255.47 Ductwork Quantity Unit Price Factor Total Installation 350.00 x 9.78 x 1.2432 4,255.47 46 23 31 13 13 0015 LF Up To 1 SF Cross Section, Rework Existing Ductwork $213.63 Quantity Unit Price Factor Total Installation 8.00 x 21.48 x 1.2432 213.63 47 23 31 13 13 0017 LF >2 To 4 SF Cross Section, Rework Existing Ductwork $550.49 Quantity Unit Price Factor Total Installation 8.00 x 55.35 x 1.2432 550.49 48 23 54 16 13 0014 EA 120 MBH, 2,000 CFM Up/Horizontal Flow Variable Speed, Two Stage 96% $7,606.22 AFUE Gas FurnaceBlower cooling capacity up to 5 tons. Quantity Unit Price Factor Total Installation 2.00 x 3,059.13 x 1.2432 7,606.22 49 23 54 19 00 0003 EA Removal And Reinstallation Of Forced Air Furnacelncludes storage and $831.80 cleaning. Excludes ductwork. Quantity Unit Price Factor Total Installation 2.00 x 334.54 x 1.2432 831.80 50 23 63 13 00 0023 EA 5 Ton, 14 SEER, Air Cooled Condensing UnitPrecharged with refrigerant $7,739.99 capable of charging the system with a 20' length of piping. Quantity Unit Price Factor Total Installation 2,00 x 3,112.93 x 1.2432 7,739.99 Contractor's Price Proposal - Detail Page 4 of 5 SOURCEWELL - MINNESOTA - City of Monticello 5/19/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 116283.00 Work Order Title: City of Monticello Wastewater Treatment Plant HVAC Upgrades 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) FURNACE 51 23 63 13 00 0023 0510 MOD For 16 SEER, Add $2,575.66 Quantity Unit Price Factor Total Installation 2.00 x 1,035.90 x 1.2432 2,575.66 16 seer cond units 52 23 63 13 00 0025 EA Removal And Reinstallation Of Up To 5 Tons Air Cooled Condensing Unit $598.90 Quantity Unit Price Factor Total Installation 2.00 x 240.87 x 1.2432 598.90 53 23 81 26 13 0074 EA 5 Ton Vertical Cased A/C Evaporator Coil $3,059.34 Quantity Unit Price Factor Total Installation 2.00 x 1,230.43 x 1.2432 3,059.34 54 26 05 13 16 0048 MLF #6 AWG, EPR, 5 KV, Shielded, Single Copper Conductor Cable, Installed In $4,353.14 Duct Quantity Unit Price Factor Total Installation 1.00 x 3,501.56 x 1.2432 4,353.14 55 26 05 29 00 0009 EA Up To 1' Length x 1-5/8" Wide x 13/16" High, 14 Gauge, 304 Stainless Steel $832.45 Unistrut Channel Quantity Unit Price Factor Total Installation 20.00 x 33.48 x 1.2432 832.45 56 26 27 26 00 0343 EA Removal And Reinstallation Of Receptacle, Switch, Outlet Or Special System $270.52 Device Quantity Unit Price Factor Total Installation 4.00 x 54.40 x 1.2432 270.52 57 26 28 13 00 0026 EA 40 Amperes, 250 Volt AC, 200 kAmp I.R., Ferrule Type, Class RK1, Time $239.22 Delay Fuse Quantity Unit Price Factor Total Installation 6.00 x 32.07 x 1.2432 239.22 58 26 28 16 16 0024 EA 60 Amperes, 240 Volt Class, 3 Phase, 3 Wire, 2 Blades And Fuseholders, $1,901.23 Heavy Duty Fusible, NEMA 1 Enclosure, Neutral Kit, Safety Switch Quantity Unit Price Factor Total Installation 2.00 x 764.65 x 1.2432 1,901.23 Subtotal for FURNACE $51,625.43 Proposal Total $83,053.65 This total represents the correct total for the proposal. Any discrepancy between line totals, sub -totals and the proposal total is due to rounding. Subcontractor Listing Page 5 of 5 SOURCEWELL - MINNESOTA - City of Monticello 5/19/2023 City Council Agenda: 6/12/2023 2M. Consideration of approving a contract with RJM Construction for repairs to the Monticello Community Center for a total cost of $166,613 contingent on approval from the League of MN Cities Insurance Trust Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/City Engineer 6/12/2023 ❑ Regular Agenda Item Reviewed by: Approved by: Facilities Maintenance Manager, City Administrator Finance Director ACTION REQUESTED Motion to authorize RJM Construction for repairs to the Monticello Community Center east entrance contingent on approval from the League of MN Cities Insurance Trust. PREVIOUS COUNCIL ACTION March 13, 2023: Authorized HCM Architects to provide architectural services for repairs to the MCC entrance for a cost of $18,775. REFERENCE AND BACKGROUND Damage to the Community Center occurred because of an errant vehicle hitting the building in February 2023. Staff contacted HCM architects following the incident to assist with preparing documents to acquire necessary building permits and ensure the improvements meet all current building codes. Along with the repair of this entrance, staff proposes to make modifications to the entrance for greater accessibility, safety, and maintenance ease: • Replace both sets of entrance doors with sliding glass doors. • Close in glass window area adjacent to the Academy Room entrance into the hallway. • Replace entrance area flooring with a built-in walk -off area to better collect debris and to minimize the needs for rugs. RJM Construction awarded Sourcewell indefinite delivery quantity (IDIQ) construction contract and was contacted for pricing on this project. Sourcewell, formerly National Joint Powers Alliance, is a local unit of government and public agency created by the Minnesota Legislature as a service cooperative in Minn. Stat. § 123A.21 (2018). Sourcewell was established with the statutory purpose of assisting members in meeting specific needs which are more efficiently delivered cooperatively than by an entity individually. City Council Agenda: 6/12/2023 Pricing for the repair of the facility and for the installation of sliding aluminum entrance doors is $166,613. When combined with the $18,775 to the architect, the total project cost is $185,388. Budget Impact: The in-kind replacement costs of $149,343 are anticipated to be reimbursed through our insurance claim; the remaining $17,270 would be funded from the Monticello Community Center Fund reserves. II. Staff Workload Impact: The completion of the project will require collaborative effort from a variety of departments, including Facilities Maintenance, Building Safety, Monticello Community Center, etc. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approving the contract with RJM Construction to facilitate the repairs to the east entrance of the community center. SUPPORTING DATA • Proposal and Contract VP CONSTRUCTION June 6, 2023 Jerry Hanson & Matt Leonard City of Monticello 505 Walnut Street Monticello, MN 55362 Re: City of Monticello Community Center Repairs Dear Jerry & Matt, RJM Construction is pleased to present our approved Sourcewell work order for the City of Monticello Community Center Repairs project located in Monticello, MN. Together with HMC Architects & Gordian, we can work as a team to deliver the project goals of cost, schedule, and quality. Our estimate is based upon plans dated April, 4, 2023. Please note Alternate #3 is a custom item that Sourcewell did not have a line item to offer a unit price, hence it is not in the work order. We went out to glazing subs to get the most competitive estimate for this item. Total Construction Estimate: $149,343 ALTERNATES: No. 1: Smaller aluminum door frame with gypsum partition infill in lieu of ($3,890) larger aluminum storefront system No. 2: Recessed entrance mat/grate in lieu of terrazzo flooring in Vestibule $1,425 B118 No. 3: Sliding aluminum storefronts in lieu of standard hinged storefront $19,735 entrance doors in Vestibule B118 CLARIFICATIONS: No. 1: This estimate assumes that all work will be done during regular business hours. No. 2: We do not include removing, storing or re -installing any systems furniture. No. 3: Phone, data, AV and security are all excluded. No. 4: Architectural and engineering fees are not included. No. 5: Our estimate does not include any SAC and WAC fees. Thank you for the opportunity to provide this estimate. Please feel free to contact RIM if you have any questions or need additional information. Sincerely, Matt Lennartson Senior Estimator GORDIAN (R Work Order Signature Document Sourcewell EZIQC Contract No.: MN-R5-GC-040622-RJM F_x] New Work Order F-1 Modify an Existing Work Order Work Order Number: 117211.00 Work Order Date: 06/06/2023 Owner PO No: Work Order Title: City of Monticello -Monticello Community Center Repairs 2023 Owner Name: SOURCEWELL - MINNESOTA- City of Mc Contractor Name: RJM Construction LLC Contact: Matt Leonard Contact: Matt Lennartson Phone: 763-271-3271 Phone: 952.837.8600 Work to be Performed Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of Sourcewell EZIQC Contract No MN-R5-GC-040622-RJM. Brief Work Order Description: Time of Performance See Schedule Section of the Detailed Scope of Work Duration Liquidated Damages Will apply: Will not apply: Work Order Firm Fixed Price: $146,878.40 Owner Purchase Order Number: Approvals Owner Date Contractor Date Work Order Signature Document Page 1 of 1 SOURCEWELL - MINNESOTA - City of Monticello 6/6/2023 Sour w ll a Detailed Scope of Work To: Matt Lennartson RJM Construction LLC No Data Input No Data Input, 952.837.8600 Date Printed: June 06, 2023 GORDIAN (R From: Matt Leonard SOURCEWELL - MINNESOTA- City of Monticello 505 Walnut Street Monticello, MN 55362 763-271-3271 Work Order Number: 117211.00 Owner PO No: Work Order Title: City of Monticello - Monticello Community Center Repairs 2023 Brief Scope: Preliminary FIRevised FX Final The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work. This project is rebuild of the vestibule and lobby of the Monticello Community Center. Scope of work includes demolition of storefront assemblies, doors/hardware, terrazzo flooring, and drywall partitions. The rebuild will include new steel stud framed gyp partitions that will be blended into the existing walls and ceilings; some areas which will require some patching/repair work, and then painting the new walls and existing walls & ceiling of the adjacent area to the vestibule. Two new aluminum storefront assemblies will be included into the vestibule rebuild as well as an interior storefront to the office that was damaged. New terrazzo flooring will be replaced in the vestibule & a portion of the lobby with some patching/repair at a couple locations of chipped/damaged terrazzo. Also included is electrical work to tie in the proximity eyes and ADA operator for the vestibule entrance. Final scope of work will be the removal of temporary partitions, floor protection and final cleaning of all surfaces within the project area, including glazing. Due to the fact that the ceiling height in the vestibule is 22'-0", we included an additional lift to our work scope for access to ceiling and upper area of walls and windows for patching, painting, and cleaning, as well as temporary construction lighting that will be required during construction. There are also a couple of Alternates that the client is considering which would slightly modify the project. Contractor Owner Date Date Scope of Work Page 1 of 1 SOURCEWELL - MINNESOTA - City of Monticello 6/6/2023 Contractor's Price Proposal - Summary Date: June 06, 2023 Re: IQC Master Contract #: MN-R5-GC-040622-RJM Work Order #: 117211.00 Owner PO #: Title: City of Monticello - Monticello Community Center Repairs 2023 Contractor: RJM Construction LLC Proposal Value: $146,878.40 Alternate #1 -$3,889.37 Alternate #2 $1,424.80 Base Bid $149,342.97 Proposal Total $146,878.40 Contractor's Price Proposal - Summary Page 1 of 1 SOURCEWELL - MINNESOTA - City of Monticello 6/6/2023 Contractor's Price Proposal - Detail Date: June 06, 2023 Re: IQC Master Contract #: MN-R5-GC-040622-RJM Work Order #: 117211.00 Owner PO #: Title: City of Monticello - Monticello Community Center Repairs 2023 Contractor: RJM Construction LLC Proposal Value: $146,878.40 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) Alternate #1 1 07 13 53 00 0020 CSF 6 Mil Polyethylene Vapor Barrier $26.85 Quantity Unit Price Factor Total Installation 0.70 x 26.55 x 1.4447 26.85 2 07 18 13 00 0006 LF 6" Wide, Poly Joint Tape (Garland Dura -Walk@) $9.62 Quantity Unit Price Factor Total Installation 6.00 x 1.11 x 1.4447 9.62 3 07 21 16 00 0011 SF 3-1/2" Thick, Unfaced, R-11 Fiberglass Flexible Insulation $127.42 Quantity Unit Price Factor Total Installation 70.00 x 1.26 x 1.4447 127.42 4 08 43 13 00 0018 SF 11' High, With Horizontal Mullion, 1-3/4" x 4-1/2" Frame, Vertical Mullions 4' On -$1,800.10 Center, Aluminum Storefront Framing Assembly Quantity Unit Price Factor Total Installation -70.00 x 17.80 x 1.4447 = -1,800.10 5 08 43 13 00 0018 0207 MOD For Various Color Class I Anodized Finish, Add -$61.69 Quantity Unit Price Factor Total Installation -70.00 x 0.61 x 1.4447 -61.69 6 08 81 23 13 0017 SF 3/8" Thick, Tempered, Clear Float Factory Installed Glass -$3,154.21 Quantity Unit Price Factor Total Installation -70.00 x 31.19 x 1.4447 -3,154.21 7 09 22 16 13 0010 SF 3-5/8" Width, 16" On Center, 20 Gauge, Non Load Bearing, Non Structural, $321.59 Galvanized Steel Stud Framing With Tracks And Runners Quantity Unit Price Factor Total Installation 70.00 x 3.18 x 1.4447 321.59 8 09 22 16 13 0010 0002 MOD For Walls >10' High, Add $64.72 Quantity Unit Price Factor Total Installation 70.00 x 0.64 x 1.4447 64.72 9 09 29 10 00 0032 SF 5/8" Fire Rated, Abuse Resistant Gypsum Board (National Gypsum $315.52 Hi -Abuse®) Quantity Unit Price Factor Total Installation 140.00 x 1.56 x 1.4447 z 315.52 10 09 29 10 00 0032 0052 MOD For Walls >10' High, Add $14.16 Quantity Unit Price Factor Total Installation 140.00 x 0.07 x 1.4447 14.16 11 09 91 23 00 0064 SF 2 Coats Paint, Brush/Roller Work, Paint Interior Plaster/Drywall Walls $246.75 Quantity Unit Price Factor Total Installation 140.00 x 1.22 x 1.4447 246.75 Subtotal for Alternate #1 -$3,889.37 Contractor's Price Proposal - Detail Page 1 of 7 SOURCEWELL - MINNESOTA - City of Monticello 6/6/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 117211.00 Work Order Title: City of Monticello - Monticello Community Center Repairs 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) Alternate #2 12 03 01 30 71 0023 SF Grinding Cured, Warped, Or Rough Concete Slabs $138.36 Quantity Unit Price Factor Total Installation 61.00 x 1.57 x 1.4447 138.36 Grind concrete to receive recessed entrance mat/grille 13 09 66 13 19 0017 LF 1-1/4" Deep, 1/4" Thick, Zinc Plated Steel, Heavy Top Strip $224.51 Quantity Unit Price Factor Total Installation 20.00 x 7.77 x 1.4447 224.51 14 09 66 23 16 0002 SF Chemical Resistant Epoxy Terrazzo, 1/4" Thick -$2,116.80 Quantity Unit Price Factor Total Installation -61.00 x 24.02 x 1.4447 -2,116.80 15 12 48 13 13 0005 SF 1/2" Thick Perforated Recessable Floor Mat $3,178.73 Quantity Unit Price Factor Total Installation 61.00 x 36.07 x 1.4447 3,178.73 Subtotal for Alternate #2 $1,424.80 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) Base Bid 16 01 22 23 00 0060 MO 25' Electric, Scissor Platform Lift $1,406.98 Quantity Unit Price Factor Total Installation 1.00 x 973.89 x 1.4447 1,406.98 Additional lift needed to reach 22'-0" heights in foyer for drywall, painting, fascia reattachment, & cleaning 17 01 51 13 00 0003 EA Temporary 200 Amperes, NEMA 1 Or 3R, Disconnect Switch With Fuses $2,635.29 Quantity Unit Price Factor Total Installation 1.00 x 1,824.11 x 1.4447 2,635.29 18 01 51 26 00 0002 EA Temporary Exit Light $739.86 Quantity Unit Price Factor Total Installation 2.00 x 256.06 x 1.4447 739.86 19 01 51 26 00 0003 EA Temporary 10 Light String With Cages $368.79 Quantity Unit Price Factor Total Installation 3.00 x 85.09 x 1.4447 368.79 20 01 56 16 00 0049 SF 5/8" Type X Fire Rated Gypsum Board On Both Sides, Temporary Wood Stud $3,490.45 Wall, 16" On Center Quantity Unit Price Factor Total Installation 418.00 x 5.78 x 1.4447 3,490.45 21 01 56 16 00 0049 0103 MOD For Metal Studs 24" On Center, Add/Deduct $404.60 Quantity Unit Price Factor Total Installation 418.00 x 0.67 x 1.4447 404.60 22 01 56 16 00 0071 SF 6 Mil, Fire Retardant, Plastic Sheeting On One Side, Temporary Wood Stud $1,469.91 Wall, 16" On Center Quantity Unit Price Factor Total Installation 399.00 x 2.55 x 1.4447 1,469.91 Contractor's Price Proposal - Detail Page 2 of 7 SOURCEWELL - MINNESOTA - City of Monticello 6/6/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 117211.00 Work Order Title: City of Monticello - Monticello Community Center Repairs 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) Base Bid 23 01 56 16 00 0071 0103 MOD For Metal Studs 24" On Center, Add/Deduct $311.28 Quantity Unit Price Factor Total Installation 399.00 x 0.54 x 1.4447 311.28 24 01 56 16 00 0076 EA Temporary Metal Door And FramePainted with panic hardware, lockset, $668.39 threshold and smoke seals. Remove after use. Quantity Unit Price Factor Total Installation 1.00 x 462.65 x 1.4447 668.39 25 01 56 16 00 0079 SF 1/2" Plywood For Temporary Floor Protection $956.97 Quantity Unit Price Factor Total Installation 460.00 x 1.44 x 1.4447 956.97 26 02 41 19 16 0045 SF Demolish Wood Or Metal Framed Interior Partition/Wall With Drywall 1 Side $1,783.92 Quantity Unit Price Factor Total Installation 490.00 x 2.52 x 1.4447 1,783.92 27 02 41 19 16 0045 0039 MOD For Heights >14' To 20', Add $269.00 Quantity Unit Price Factor Total Installation 490.00 x 0.38 x 1.4447 269.00 28 06 11 16 00 0142 LF 2" x 4" Pressure Treated Wood Blocking To Steel $443.71 Quantity Unit Price Factor Total Installation 31.00 x 5.08 x 1.4447 227.51 Demolition 73.00 x 2.05 x 1.4447 = 216.20 Blocking for Aluminum Storefront Frames 29 06 11 16 00 0143 LF 2" x 6" Pressure Treated Wood Blocking To Steel $885.89 Quantity Unit Price Factor Total Installation 73.00 x 6.14 x 1.4447 = 647.54 Demolition 73.00 x 2.26 x 1.4447 = 238.35 Blocking for Aluminum Storefront Frames 30 07 13 53 00 0020 CSF 6 Mil Polyethylene Vapor Barrier $263.13 Quantity Unit Price Factor Total Installation 6.86 x 26.55 x 1.4447 = 263.13 31 07 18 13 00 0006 LF 6" Wide, Poly Joint Tape (Garland Dura -Walk®) $80.18 Quantity Unit Price Factor Total Installation 50.00 x 1.11 x 1.4447 80.18 32 07 21 16 00 0011 SF 3-1/2" Thick, Unfaced, R-11 Fiberglass Flexible Insulation $404.11 Quantity Unit Price Factor Total Installation 222.00 x 1.26 x 1.4447 404.11 33 07 21 16 00 0015 SF 6-1/4" Thick, Unfaced, R-19 Fiberglass Flexible Insulation $1,655.08 Quantity Unit Price Factor Total Installation 686.00 x 1.67 x 1.4447 1,655.08 34 07 42 93 00 0013 LF 10" Exposure, 0.024" Thick, Aluminum Fascia $45.22 Quantity Unit Price Factor Total Installation 5.00 x 6.26 x 1.4447 45.22 Reattach Loose Existing Fascia 35 07 92 13 00 0019 CLF 1/4" x 3/8" Joint, Acrylic/Latex Sealant And Caulking $648.90 Quantity Unit Price Factor Total Installation 2.06 x 218.04 x 1.4447 = 648.90 Contractor's Price Proposal - Detail Page 3 of 7 SOURCEWELL - MINNESOTA - City of Monticello 6/6/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 117211.00 Work Order Title: City of Monticello - Monticello Community Center Repairs 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) Base Bid 36 08 14 16 00 0185 EA T-0" x 8'x 1-3/4" Thick, 5 Ply, Hollow Core (HC), Oak Faced Wood Door $726.54 Quantity Unit Price Factor Total Installation 1.00 x 458.85 x 1.4447 662.90 Demolition 1.00 x 44.05 x 1.4447 = 63.64 37 08 14 16 00 0628 EA Clear Or Colored Catalyzed Polyurethane Factory Finish For Flush Wood $86.45 Doorincludes any standard manufacturer color on six sides. Quantity Unit Price Factor Total Installation 1.00 x 59.84 x 1.4447 86.45 38 08 42 13 00 0004 PR 6'x Tx 1-3/4" Medium Stile, Aluminum Framed Entrance Doorslncluding $23,091.80 Glazing, Trim And Hardware Quantity Unit Price Factor Total Installation 2.00 x 7,991.90 x 1.4447 = 23,091.80 39 08 42 13 00 0004 0020 MOD For 8' High Door, Add $2,240.67 Quantity Unit Price Factor Total Installation 2.00 x 775.48 x 1.4447 2.240.67 40 08 42 13 00 0004 0023 MOD For 1" Insulated Glazing, Add $250.90 Quantity Unit Price Factor Total Installation 1.00 x 173.67 x 1.4447 250.90 41 08 42 29 23 0049 EA Automatic 2 Panel Sliding Door Motor, Activation Eye Or Push Button $13,796.45 Controlslncludes motor for pair of sliding doors (2 panels). Quantity Unit Price Factor Total Installation 2.00 x 4,774.85 x 1.4447 13,796.45 42 08 43 13 00 0018 SF 11' High, With Horizontal Mullion, 1-3/4" x 4-1/2" Frame, Vertical Mullions 4' On $3,361.27 Center, Aluminum Storefront Framing Assembly Quantity Unit Price Factor Total Installation 102.00 x 17.80 x 1.4447 = 2,623.00 Demolition 102.00 x 5.01 x 1.4447 = 738.27 43 08 43 13 00 0018 0207 MOD For Various Color Class I Anodized Finish, Add $89.89 Quantity Unit Price Factor Total Installation 102.00 x 0.61 x 1.4447 89.89 44 08 43 13 00 0072 SF 11' High with Horizontal Mullion, 2-1/2" x 5" Frame, Vertical Mullions 4' On $5,425.96 Center, Aluminum Storefront Framing Assembly Quantity Unit Price Factor Total Installation 131.00 x 23.17 x 1.4447 = 4,385.05 Demolition 131.00 x 5.50 x 1.4447 = 1,040.91 45 08 43 13 00 0072 0208 MOD For Black Color Class I Anodized Finish, Add $505.31 Quantity Unit Price Factor Total Installation 131.00 x 2.67 x 1.4447 = 505.31 46 08 43 13 00 0082 SF 12' High With Two Horizontal Mullions, 2-1/2" x 5" Frame, Vertical Mullions 4' $7,339.54 On Center, Aluminum Storefront Framing Assembly Quantity Unit Price Factor Total Installation 162.00 x 25.44 x 1.4447 = 5,954.01 Demolition 162.00 x 5.92 x 1.4447 = 1,385.53 47 08 43 13 00 0082 0207 MOD For Various Color Class I Anodized Finish, Add $231.70 Quantity Unit Price Factor Total Installation 162.00 x 0.99 x 1.4447 231.70 Contractor's Price Proposal - Detail Page 4 of 7 SOURCEWELL - MINNESOTA - City of Monticello 6/6/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 117211.00 Work Order Title: City of Monticello - Monticello Community Center Repairs 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) Base Bid 48 08 71 11 00 0109 EA Dark Bronze Finish, 700 LB Max Door Weight, Top Header Mount, 3/4" Offset $264.55 Pivot Hinge (Ives 7227 Top) Quantity Unit Price Factor Total Installation 1.00 x 173.94 x 1.4447 251.29 Demolition 1.00 x 9.18 x 1.4447 = 13.26 49 08 71 11 00 0142 EA Dark Bronze Finish, 700 LB Max Door Weight, Intermediate Mount, 3/4" Offset $274.54 Pivot Hinge (Ives 7227 INT) Quantity Unit Price Factor Total Installation 1.00 x 180.85 x 1.4447 = 261.27 Demolition 1.00 x 9.18 x 1.4447 = 13.26 50 08 71 11 00 0189 EA Dark Bronze Finish, 700 LB Max Door Weight, Bottom Jamb Mount, 3/4" Offset $650.42 Pivot Hinge (Ives 7227 BTM) Quantity Unit Price Factor Total Installation 1.00 x 441.03 x 1.4447 = 637.16 Demolition 1.00 x 9.18 x 1.4447 = 13.26 51 08 71 11 00 2287 EA Heavy Duty Cylindrical, F109 Entrance LocksetSatin chrome plated US26D $601.15 (BHMA 626) - BHMA 156.2-1989, Grade 1(Corbin Russwin CL 3600). Quantity Unit Price Factor Total Installation 1.00 x 397.76 x 1.4447 = 574.64 Demolition 1.00 x 18.35 x 1.4447 = 26.51 52 08 81 23 13 0017 SF 3/8" Thick, Tempered, Clear Float Factory Installed Glass $10,003.36 Quantity Unit Price Factor Total Installation 222.00 x 31.19 x 1.4447 = 10,003.36 53 08 81 23 23 0071 SF 1" Thick, Insulated Field Installed GlassTwo 1/4" lites with 1/2" air space. $4,691.82 Quantity Unit Price Factor Total Installation 89.00 x 36.49 x 1.4447 4,691.82 54 09 01 20 91 0006 SF >16 To 32 SF, Cut And Patch Hole In Gypsum Board To Match ExistingPer $3,682.51 location. See CSI section 09 29 10 00-0001 for "Gypsum Board" repairs > 32 SF. Quantity Unit Price Factor Total Installation 306.00 x 8.33 x 1.4447 3,682.51 55 09 01 60 91 0002 CSF Grinding, Polishing And Sealing Existing Terrazzo $1,077.59 Quantity Unit Price Factor Total Installation 2.88 x 258.99 x 1.4447 1,077.59 Polishing of existing terrazzo to blend in with newly applied flooring 56 09 01 60 91 0004 SF Repair Existing Terrazzo $733.91 Quantity Unit Price Factor Total Installation 25.00 x 20.32 x 1.4447 733.91 57 09 01 60 91 0012 SY Grinding Of Existing Concrete Floor Prior To Installation Of Flooring $424.93 Quantity Unit Price Factor Total Installation 38.60 x 7.62 x 1.4447 = 424.93 58 09 01 60 91 0013 SY Chemical Prepare Existing Concrete Floor Prior To Installation Of Flooring $370.28 Quantity Unit Price Factor Total Installation 38.60 x 6.64 x 1.4447 370.28 59 09 01 90 52 0005 SF Chemical Clean, Brush And Wash, Concrete And Masonry Surfaces, Surface $320.84 Preparation Quantity Unit Price Factor Total Installation 347.00 x 0.64 x 1.4447 320.84 Contractor's Price Proposal - Detail Page 5 of 7 SOURCEWELL - MINNESOTA - City of Monticello 6/6/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 117211.00 Work Order Title: City of Monticello - Monticello Community Center Repairs 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) Base Bid 60 09 01 90 52 0005 0330 MOD For >250 To 500, Add $65.17 Quantity Unit Price Factor Total Installation 347.00 x 0.13 x 1.4447 65.17 61 09 22 16 13 0010 SF 3-5/8" Width, 16" On Center, 20 Gauge, Non Load Bearing, Non Structural, $10,805.43 Galvanized Steel Stud Framing With Tracks And Runners Quantity Unit Price Factor Total Installation 2,352.00 x 3.18 x 1.4447 10,805.43 62 09 22 16 13 0010 0002 MOD For Walls >10' High, Add $2,174.68 Quantity Unit Price Factor Total Installation 2,352.00 x 0.64 x 1.4447 2,174.68 63 09 29 10 00 0032 SF 5/8" Fire Rated, Abuse Resistant Gypsum Board (National Gypsum $5,300.78 Hi -Abuse@) Quantity Unit Price Factor Total Installation 2,352.00 x 1.56 x 1.4447 5,300.78 64 09 29 10 00 0032 0052 MOD For Walls >10' High, Add $237.86 Quantity Unit Price Factor Total Installation 2,352.00 x 0.07 x 1.4447 237.86 65 09 29 10 00 0038 SF Up To 10' High, Walls, Tape, Spackle And Finish Gypsum Board $1,461.11 Quantity Unit Price Factor Total Installation 2,352.00 x 0.43 x 1.4447 1,461.11 66 09 29 10 00 0044 LF Up To 10' High, Vertical Corners, Tape, Spackle And Finish Gypsum Board $81.05 Quantity Unit Price Factor Total Installation 66.00 x 0.85 x 1.4447 81.05 67 09 29 10 00 0051 LF Corner Bead, Galvanized Steel For Gypsum Board $257.45 Quantity Unit Price Factor Total Installation 66.00 x 2.70 x 1.4447 = 257.45 68 09 29 10 00 0051 0013 MOD For Up To 100, Add $19.07 Quantity Unit Price Factor Total Installation 66.00 x 0.20 x 1.4447 19.07 69 09 66 13 19 0007 SF 6" Cove Type Terrazzo Base, Cast In Place, Bonded To Concrete Or Masonry $1,044.23 Quantity Unit Price Factor Total Installation 20.00 x 33.92 x 1.4447 = 980.08 Demolition 20.00 x 2.22 x 1.4447 = 64.14 70 09 66 13 19 0017 LF 1-1/4" Deep, 1/4" Thick, Zinc Plated Steel, Heavy Top Strip $1,232.33 Quantity Unit Price Factor Total Installation 100.00 x 7.77 x 1.4447 = 1,122.53 Demolition 100.00 x 0.76 x 1.4447 = 109.80 71 09 66 23 16 0002 SF Chemical Resistant Epoxy Terrazzo, 1/4" Thick $13,184.48 Quantity Unit Price Factor Total Installation 347.00 x 24.02 x 1.4447 = 12,041.49 Demolition 347.00 x 2.28 x 1.4447 = 1,142.99 72 09 91 23 00 0064 SF 2 Coats Paint, Brush/Roller Work, Paint Interior Plaster/Drywall Walls $4,145.48 Quantity Unit Price Factor Total Installation 2,352.00 x 1.22 x 1.4447 = 4,145.48 Additional lift required since height is over 14'; approximately 22'-0" Contractor's Price Proposal - Detail Page 6 of 7 SOURCEWELL - MINNESOTA - City of Monticello 6/6/2023 Contractor's Price Proposal - Detail Continues.. Work Order Number: 117211.00 Work Order Title: City of Monticello - Monticello Community Center Repairs 2023 Sect. Item Modifer UOM Description Line Total Labor Equip. Material (Excluded if marked with an X) Base Bid 73 09 91 23 00 0064 0279 MOD For Work >20' To 30' Above Floor, AddApplied only to work area above 20' to $849.48 30'. Quantity Unit Price Factor Total Installation 2,352.00 x 0.25 x 1.4447 849.48 74 09 91 23 00 0153 SF 2 Coats Paints, Brush/Roller Work, Paint Interior Drywall/Plaster Ceiling $823.26 Quantity Unit Price Factor Total Installation 435.00 x 1.31 x 1.4447 823.26 Additional lift required since height is over 14'; approximately 22'-0" 75 09 91 23 00 0153 0279 MOD For Work >20' To 30' Above Floor, AddApplied only to work area above 20' to $169.68 30'. Quantity Unit Price Factor Total Installation 435.00 x 0.27 x 1.4447 169.68 76 26 05 19 16 0193 MLF 2 Conductors, #12 AWG, Type MC, Solid Or Stranded, Galvanized Steel $1,814.66 Armored Cable Quantity Unit Price Factor Total Installation 0.42 x 2,990.67 x 1.4447 1,814.66 77 26 05 29 00 0168 EA 3/4", One Hole Steel Conduit Strap $181.45 Quantity Unit Price Factor Total Installation 40.00 x 3.14 x 1.4447 181.45 78 26 05 33 13 0020 CLF 3/4" Electrical Metallic Tubing (EMT) Conduit Assembly With 3 #6 Copper $5,845.00 THHN And 1 #8 Copper Insulated Grounding Conductorincludes conduit, set screw connectors, set screw couplings, straps, wire as indicated. Not for use where detail is available. Quantity Unit Price Factor Total Installation 3.20 x 1,264.32 x 1.4447 5,845.00 79 26 05 33 16 0009 EA 5/8" Depth, 1 Gang, 4" Square Steel Mud Ring $31.29 Quantity Unit Price Factor Total Installation 2.00 x 10.83 x 1.4447 31.29 80 26 05 33 16 0106 EA 3-1/2" Depth, 3" x 2", Stud Bracket, Steel Switch Box $95.23 Quantity Unit Price Factor Total Installation 2.00 x 32.96 x 1.4447 95.23 81 26 05 33 16 0111 EA 1-1/2" Deep, 4" x 2" Steel Handy Box $70.15 Quantity Unit Price Factor Total Installation 2.00 x 24.28 x 1.4447 70.15 82 26 27 26 00 0006 EA 15 Amperes, 2 Gang, NEMA 5-15, Duplex Receptacle Assembly $279.61 Quantity Unit Price Factor Total Installation 2.00 x 96.77 x 1.4447 279.61 Subtotal for Base Bid $149,342.97 Proposal Total $146,878.40 This total represents the correct total for the proposal. Any discrepancy between line totals, sub -totals and the proposal total is due to rounding. Subcontractor Listing Page 7 of 7 SOURCEWELL - MINNESOTA - City of Monticello 6/6/2023 City Council Agenda: 6/12/2023 4A. Consideration of adopting Resolution 2023-47 accepting bids and awarding the 2023 Elm Street Improvements SRTS Project to New Look Contracting, Inc. for a cost of $1,174,235.25 and adopting Resolution 2023-48 accepting the grant Prepared by: Meeting Date: ❑ Consent Agenda Item Public Works Director/City Engineer 6/12/2023 ❑x Regular Agenda Item Reviewed by: Approved by: Finance Director, Community City Administrator Development Director ACTION REQUESTED Motion to adopt Resolution 2023-47 accepting the bids and awarding the 2023 Elm Street Improvements SRTS Project to New Look Contracting, Inc. for a cost of $1,174,235.25 and Resolution 2023-48 authorizing Safe Routes to School Program grant agreement. PREVIOUS COUNCIL ACTION August 8, 2022: Authorized WSB to provide engineering services for the Pinewood Elementary Safe Routes to School Improvements project for a total cost of $76,718. November 14, 2022: Adopted Resolution 2022-120 authorizing the preparation of a feasibility study and a contract amendment for additional engineering services at a price of $6,000. January 23, 2023: Accepted the Feasibility Study and approved not levying assessments for the construction of sidewalk gaps. April 10, 2023: Approved plans and specifications and authorized the advertisement for bids. REFERENCE AND BACKGROUND The Safe Routes to School plan, completed in 2019, identified infrastructure improvements and identified high, medium, and low priority projects. The proposed project completes the high priority improvements for the Pinewood Elementary School area except for the addition of a sidewalk along Golf Course Road. The project includes the following items: • Adding an enhanced pedestrian crossing at 3rd Street and Elm Street (CSAH 39), including curb -bump outs and rectangular rapid flashing beacons (RRFBs). City Council Agenda: 6/12/2023 • Updating existing curb ramps to be ADA compliant at 3 intersections on Elm Street, including the intersections of Broadway Street, 3rd Street, and 4th Street. The project will also add a sidewalk on the east side of Elm Street between Broadway Street and 6th Street. • Constructing a sidewalk on 4th Street between Elm Street and Minnesota Street. • Constructing a sidewalk on 6th street between Elm Street and Minnesota Street. Three bids were received for the project on Tuesday, May 30, 2023. The bids ranged from $1,174,235.25 to $1,533,039.60. The engineer's estimate for the project was $755,946.50. While the low bid is approximately 150% of the engineer's estimate, staff recommends awarding the project to the lowest bidder. Council reserves the right to reject the bids and re -bid the project in 2024 in the hope of reducing the cost. However, there is no guarantee of lower bid prices, and there are additional costs associated with waiting. If this project is delayed, improvements at the intersection of Elm Street and Broadway would need to be incorporated into the Downtown Roadway and Pedestrian Improvements Project, resulting in additional engineering and administrative costs. Given the priority of the improvements to the Pinewood area, staff proposes to delay the West 7t" Street retaining wall project and reallocate those funds to cover the higher cost of this project. Budget Impact: The 2023 budget includes $850,000 for this project. Staff proposes delaying the $400,000 allocated for the West 7t" Street retaining wall project budgeted in 2023 to cover the higher cost of this project. The City will receive $500,000 in Safe Routes to School funding from MNDOT to help offset those costs. II. Staff Workload Impact: City staff will be involved in construction management of this project. III. Comprehensive Plan Impact: The Monticello 2040 Plan recognizes the need for continued system improvements in support of safer routes to school. The Implementation chapter of the Plan states the following strategy: "Work with Wright County and the Monticello School District to implement and address the issues identified in the Monticello Safe Routes to School Plan." STAFF RECOMMENDED ACTION Staff recommends approving the resolution and awarding the project. While it requires reducing the number of projects we can complete this year, it prioritizes vital progress toward completion of the high-priority Safe Routes to School improvements in the Pinewood City Council Agenda: 6/12/2023 Elementary area and affirms our commitment to the Monticello 2040 for a safer and more connected community. SUPPORTING DATA A. Resolution 2023-47 B. Bid Summary C. Letter of Recommendation D. Safe Routes to School Plan, Excerpt E. Grant Resolution 2023-48 F. Draft Grant Agreement CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-47 ACCEPTING BIDS AND AWARDING CONTRACT FOR THE 2023 ELM STREET SAFE ROUTES TO SCHOOL PROJECT WHEREAS, pursuant to an advertisement for bids for the project, the following improvements for the Elm Street Safe Routes to School Project: • Addition of an enhanced pedestrian crossing at 3rd Street and Elm Street (CSAH 39) which will include curb -bump outs and rectangular rapid flashing beacons, RRFB's. • Update to existing curb ramps to be ADA compliant at three intersections on Elm Street including the intersections of Broadway Street, 3rd Street, and 4th Street. The project will also add a sidewalk on the east side of Elm Street between Broadway Street and 6th Street. • Construct a sidewalk on 4th Street between Elm Street and Minnesota Street. • Construct a sidewalk on 6th Street between Elm Street and Minnesota Street. • WHEREAS, bids were received, opened, and tabulated, and the following three bids were found to comply with the advertisement for bids: Contractor Grand Total Bid New Look Contracting, Inc. $1,174,235.25 Meyer Contracting, Inc. $1,353,112.66 P.R. Ferche, Inc. $1,533,039.60 WHEREAS, the bid from New Look Contracting, Inc. in the amount of $1,174,235.25 for the total bid for the construction of said improvements for the Elm Street Safe Routes to School Improvement Project, in accordance with the approved plans and specifications and advertisement for bids, is the lowest responsible bidder and shall be and hereby is accepted. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO: The Mayor and City Administrator are hereby authorized and directed to enter into a contract, contingent on MnDOT approval, with said bidder for the construction of said improvements for and on behalf of the City of Monticello. The City Administrator is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next lowest bidder shall be retained until a contract has been executed. ADOPTED BYthe Monticello City Council this 12th day of June, 2023. ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO Lloyd Hilgart, Mayor BID TABULATION SUMMARY PROJECT: 2023 Elm Street Improvement: SRTS Project OWNER: City of Monticello WSB PROJECT NO.: 021243-000 Bids Opened: Tuesday, May 30, 2023 at 10:00 a.m. local time Contractor Bid Security (5%) Grand Total Bid 1 New Look Contracting, Inc. X $1,174,235.25 2 Meyer Contracting, Inc. X $1,353,112.66 3 J.R. Ferche, Inc. X $1,533,039.60 Engineer's Opinion of Cost $755,946.50 I hereby certify that this is a true and correct tabulation of the bids as received on May 30, 2023. Denotes corrected figure Kelvin Howieson, PE K:1021243-000I4dminlConstruction AdmiMBidding1021243-000 Bid Summary 0 U z W CO CO 0 Co m LO LO LO z CO J 0 (L W z z 2 0 0 CO W U) T W Z W a z W x 0 wsb May 30, 2023 Honorable Mayor and City Council City of Monticello 505 Walnut St #1 Monticello, MN 55362 Re: 2023 Elm Street Improvement: SRTS Project City of Monticello WSB Project No. 021243-000 Dear Mayor and Council Members: Bids were received for the above -referenced project on Tuesday, May 30, 2023 and were opened and read aloud. A total of 3 bids were received. The bids were checked for mathematical accuracy and tabulated and there are no errors made on the Proposal Form. The Engineer's Estimate was $755,946.50. The bid tabulation indicates the low bidder as New Look Contracting, Rogers, MN in the amount of $1,174,235.25 We recommend that the City consider these bids and award a contract to New Look Contracting, based on the results of the bids received. Sincerely, WSB Kelvin Howieson, PE Senior Project Manager Enclosure cc: New Look Contracting, Rogers, MN Marcus BanderBrug, WSB jr K:\021243-000\Admin\Construction Admin\Bidding\021243-000 Letter of Recommendation.docx s t ter..iz . -A" q' r • rte_ Y W ROgo� (� W k ST ~O F A � \ 0. RillCIOF - RST (G) cr f (. w� r Ono Ld "Pill Wl .. -s �-tea , � • : ` O V h - [ 49 T g r GOLF COURSE RD , #j FAIRWAY DR a� / ,].� .. z r \ (/� 0 RAD COUNTRY _w6T ' t� "Pill Wl .. -s �-tea , � • : ` O V h - [ 49 T g r GOLF COURSE RD , #j FAIRWAY DR a� / ,].� .. z r \ (/� 0 RAD COUNTRY _w6T ' t� Pinewood. Elementary Infrastructure Recommendations LOCATION PROBLEM/ISSUE POTENTIAL SOLUTION/RECOMMENDATION ANTICIPATED OUTCOME LEAD PRIORITY A Elm St and W 3rd St Long pedestrian crossing distance; unpredictable driver Upgrade pedestrian ramps; consider pedestrian flashing beacon such as an Increase pedestrian visibility and Wright County High yielding behavior; curb ramps out of ADA compliance; RRFB; evaluate geometric changes to reduce crossing distance (so long as they accessibility; reduce pedestrian limited lighting. don't interfere with the bikeable shoulder) and increase pedestrian visibility such crossing distances; reduce traffic City of Monticello as a safety island. speeds. B Elm St Sidewalk gaps including sidewalk on west side only Fill sidewalk gap on east side of Elm St and/or extend existing sidewalk and Designated space for people Wright County High between Golf Course Rd and W Broadway St, and no provide additional enhanced pedestrian crossings. Coordinate with proposed walking and biking that is phys- sidewalk resent south of Golf Course Rd; wide roadway; p Y; off street path along Elm. Consider upgrading existing shoulders to buffered or P 9 Pg 9 g icall separated from vehicle Y p City of Monticello limited lighting. protected bike lanes. CSAH 39 (Elm St and Golf Course Rd) identified as coun- traffic; improved visibility ty-wide signed bikeway in Wright County Trail and Bikeway Plan. Improve lighting, especially at crossings. C W 6th St east of Elm St No consistent sidewalk connection along W 6th St. Fill sidewalk gaps on W 6th St between Elm St and Walnut St. Consider prioritizing Designate space for people walk- City of Monticello High sidewalk infill on north side of the street initially to provide continuous connection Ing that is physically separated along W 6th St. from vehicle traffic D W 4th St between Elm St and Sidewalk gap on north side of W 4th St between Elm St Fill sidewalk gaps along W 4th St. Consider prioritizing sidewalk infill on north side Designate space for people walk- City of Monticello High Minnesota St and Minnesota St. Opportunity for additional connectivity of the street between Elm St and Minnesota St. Explore feasibility of providing Ing that is physically separated and pedestrian realm improvements. planted boulevard, pedestrian lighting, and intersection treatments such as curb from vehicle traffic extensions. E Golf Course Rd between approxi- No sidewalk connection along Golf Course Rd connect- Install sidewalk and/or trail on one or both sides of the street, prioritizing north Designate space for people walk- Wright County High mately Fairway Dr and Elm St ing to single and multifamily housing; high traffic speeds side between Elm St and Kampa Cir. Ing that is physically separated and volumes. from vehicle traffic F W Broadway St High traffic speeds and volumes; no pedestrian connec- Fill sidewalk gap on north side of Broadway St between Chestnut St and Otter Increase pedestrian connectivity Wright County Med tion on north side of Broadway St west of Elm St; long Creek Rd; bring existing trail and ramps into ADA compliance; increase lighting and level of service pedestrian crossings. Opportunity to improve lighting, including pedestrian scale lighting; explore opportunities to reduce the width and/ City of Monticello ADA compliance, and pedestrian realm. or number of travel lanes and increase boulevard width. G W Broadway St and Elm St High traffic speeds and volumes; poor driver behavior Upgrade ramps and signal to bring into ADA compliance; minimize corner radii; Increase pedestrian visibility and Wright County Med and yielding compliance when pedestrians in crosswalk; consider adjusting pedestrian signal indication to display automatically instead of accessibility; reduce pedestrian long pedestrian crossing distances; large corner radii; by request; consider adjusting pedestrian signal indication to provide a Leading crossing distances; reduce vehi- curb ramps and pedestrian signal out of ADA compliance. Pedestrian Interval. cle turning speeds. H W 3rd St from Maple St to Walnut Sidewalk gap along south side of W 3rd St between Ma- Fill sidewalk gaps along W 3rd St. Consider prioritizing sidewalk infill on south Designate space for people walk- City of Monticello Med St ple St and Walnut St. Opportunity for additional connec- side of the street between Maple St and Walnut St. Explore feasibility of providing Ing that is physically separated tivity and pedestrian realm improvements. planted boulevard, pedestrian lighting, and intersection treatments such as curb from vehicle traffic extensions. I W Broadway St and Otter Creek High traffic speeds and volumes; existing beacon uses Upgrade existing pedestrian beacon with to RRFB or other higher visibility pedes- Increase pedestrian visibility; Wright County Med Rd slow flashing amber signal often overlooked by motorists; trian flashing beacon; minimize corner turning radii; consider replacing eastbound slower traffic speeds; reduce long pedestrian crossing; driver behavior and yielding bypass lane with dedicated left and through lanes and providing a pedestrian pedestrian crossing distance compliance. Opportunity for more highly visible pedestri- safety island at existing crosswalk; seek opportunities to reduce number and an signal. width of travel lanes to minimize dual threat risk to pedestrians and encourage slower traffic speeds. Consider staffing with adult crossing guards during school arrival and dismissal. J Western driveway / bus loop Long pedestrian crossing at schools western driveway; Reduce width and turning radius of school driveway and install high visibility Reduce pedestrian crossing Wright County Med entrance on W Broadway St large turning radius for vehicular traffic. crosswalk markings. distance; reduce vehicle turning Monticello School speeds. District K W Broadway St and Willow St High traffic speeds and volumes; no designated pedestri- Install enhanced pedestrian crossing including a pedestrian flashing beacon and/ Increase pedestrian visibility; Wright County Med an crossing at primary school access point. or geometric changes such as curb extensions or a safety island. Coordinate with slow traffic speeds; reduce sidewalk installation on W Broadway St as part of J. Consider prioritizing crossing pedestrian crossing distance; enhancements at either Willow St or Otter Creek Rd. Consider staffing with adult designate additional, more direct crossing guards. pedestrian crossing opportunity. INFRASTRUCTURE 29 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2023-48 AUTHORIZING SAFE ROUTES TO SCHOOLS PROGRAM GRANT AGREEMENT GRANT TERMS AND CONDITIONS ��_li�►��.�:7�Q�I�1rl WHEREAS, The City of Monticello has applied to the Commissioner of Transportation for a grant from the Safe Routes to Schools Account; and WHEREAS, the Commissioner of Transportation has given notice that funding for this project is available; and WHEREAS, the amount of the grant has been determined to be $500,000 by reason of the lowest responsible bid; NOW THEREFORE, be it resolved that the City of Monticello does hereby agree to the terms and conditions of the grant consistent with Minnesota Statutes, section 174.40, and will pay any additional amount by which the cost exceeds the estimate and will return to the Safe Routes to Schools Account any amount appropriated for the project but not required. The proper city officers are authorized to execute a grant agreement and any amendments thereto with the Commissioner of Transportation concerning the above -referenced grant. Adopted by the City Council of Monticello this 12th day of June, 2023. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk MDEPARTMENT OF TRANSPORTATION MnDOT Agreement No. SP or SAP No. 222-591-002 STATE OF MINNESOTA SAFE ROUTES TO SCHOOL PROGRAM I"-97.1elW.Tei;7040Mu1oleo N This agreement is between the State of Minnesota, acting through its Commissioner of Transportation ("State"), and ("Grantee"): Public Entity (Grantee) name, address and contact person: City of Monticello 505 Walnut Street Monticello MN 55362 Contact: Matt Leonard RECITALS 1. Minnesota Statute § 174.40 authorizes the State to enter into this agreement. 2. General Funds were appropriated for the Safe Routes to School Program in Minnesota Laws 2021, First Special Session, Chapter 5, Article 1, Section 2, Subdivision 2(c). 3. Grantee has been awarded Safe Routes to School (SRTS) Program funds under Minn. Stat. § 174.40. 4. Grantee represents that it is duly qualified and agrees to perform all services described in this agreement to the satisfaction of the State. Pursuant to Minn. Stat. § 1613.98, Subd.l, Grantee agrees to minimize administrative costs as a condition of this agreement. AGREEMENT TERMS Term of Agreement, Survival of Terms, and Incorporation of Exhibits 1.1 Effective Date. This agreement will be effective on the date the State obtains all required signatures under Minn. Stat.§1613.98, Subd. 5. As required by Minn.Stat.§1613.98 Subd. 7, no payments will be made to Grantee until this agreement is fully executed. Grantee must not begin work under this agreement until this agreement is fully executed and Grantee has been notified by the State's Authorized Representative to begin the work. 1.2 Expiration Date. This agreement will expire on December 31, 2024, or when all obligations have been satisfactorily fulfilled, whichever occurs first. 1.3 Survival of Terms. All clauses which impose obligations continuing in their nature and which must survive in order to give effect to their meaning will survive the expiration or termination of this agreement, including, without limitation, the following clauses: 8. Liability; 9. State Audits; 10. Government Data Practices and Intellectual Property; 11. Workers Compensation; 12. Governing Law, Jurisdiction, and Venue; and 14. Data Disclosure. 1.4 Exhibits. Exhibit A: Sources and Uses of Funds Schedule; Exhibit B: Grant Application; Exhibit C: Grantee Resolution Approving Grant Agreement are attached and incorporated into this agreement. 2 Grantee's Duties 2.1 Grantee will conduct activities in accordance with its grant application, or in the case of legislatively selected projects, in accordance with the enabling session law, which is attached to this Agreement as Exhibit B. 2.2 Grantee will comply with all required grants management policies and procedures set forth through Minn. Stat. § 16B.97, Subd. 4 (a) (1). 2.3 Asset Monitoring. If Grantee uses funds obtained by this agreement to acquire a capital asset, the Grantee is required to use that asset for a public purpose for the normal useful life of the asset. Grantee may not sell or change the purpose of use for the capital asset(s) obtained with grant funds under this agreement without the prior written consent of the State and an agreement executed and approved by the same parties who executed and approved this agreement, or their successors in office. 3 Time 3.1 Grantee must comply with all the time requirements described in this agreement. In the performance of this grant agreement, time is of the essence. CM State Aid SRTS Grant Agreement (Rev. April 2023) MnDOT Agreement No. SP or SAP No. 222-591-002 4 Consideration and Payment 4.1 Consideration. The State will pay for all services performed by Grantee under this agreement as follows: 4. 1.1 Compensation. Grantee will be reimbursed for actual, incurred costs that are eligible under Minn. Stat. § 174.40. Grantee shall use this grant solely to reimburse itself for expenditures it has already made to pay for the costs of one or more of the activities listed under section 2.1. 4.1.2 Sources and Uses of Funds. Grantee represents to State that the Sources and Uses of Funds Schedule attached as Exhibit A accurately shows the total cost of the project and all of the funds that are available for the completion of the project. Grantee agrees that it will pay for any costs that are ineligible for reimbursement and for any amount by which the costs exceed State's total obligation in section 4.1.3. Grantee will return to State any amount appropriated but not required. 4.1.3 Total Obligation. The total obligation of the State for all compensation and reimbursements to Grantee under this agreement will not exceed $500,000. 4.2 Payment 4.2.1 Invoices. Grantee will submit state aid pay requests for reimbursements requested under this grant agreement. The State will promptly pay Grantee after Grantee presents an itemized invoice for the services actually performed and the State's Authorized Representative accepts the invoiced services. 4.2.2 All Invoices Subject to Audit. All invoices are subject to audit, at State's discretion. 4.2.3 State's Payment Requirements. State will promptly pay all valid obligations under this agreement as required by Minnesota Statutes § 16A.124. State will make undisputed payments no later than 30 days after receiving Grantee's invoices and progress reports for services performed. If an invoice is incorrect, defective or otherwise improper, State will notify Grantee within ten days of discovering the error. After State receives the corrected invoice, State will pay Grantee within 30 days of receipt of such invoice. 4.2.4 Grant Monitoring Visit and Financial Reconciliation. During the period of performance, the State will make at least annual monitoring visits and conduct annual financial reconciliations of Grantee's expenditures. 4.2.4.1 The State's Authorized Representative will notify Grantee's Authorized Representative where and when any monitoring visit and financial reconciliation will take place, which State employees and/or contractors will participate, and which Grantee staff members should be present. Grantee will be provided with at least seven calendar days of notice prior to any monitoring visit or financial reconciliation. 4.2.4.2 Following a monitoring visit or financial reconciliation, Grantee will take timely and appropriate action on all deficiencies identified by State. 4.2.4.3 At least one monitoring visit and one financial reconciliation must be completed prior to final payment being made to Grantee. 4.2.5 Unexpended Funds. The Grantee must promptly return to the State at grant closeout any unexpended funds that have not been accounted for in a financial report submitted to the State. 4.2.6 Closeout. The State will determine, at its sole discretion, whether a closeout audit is required prior to final payment approval. If a closeout audit is required, final payment will be held until the audit has been completed. Monitoring of any capital assets acquired with grant funds will continue following grant closeout. 4.3 Contracting and Bidding Requirements. If Grantee is a municipality as defined by Minn. Stat. § 471.345, subdivision 1, then Grantee shall comply with the requirements of Minn. Stat. § 471.345 for all procurement under this Agreement. 5 Conditions of Payment All services provided by Grantee under this agreement must be performed to the State's satisfaction, as determined at the sole discretion of the State's Authorized Representative and in accordance with all applicable federal, state, and local laws, ordinances, rules, and regulations. The Grantee will not receive payment for work found by the State to be unsatisfactory or performed in violation of federal, state, or local law. 6 Authorized Representatives 6.1 The State's Authorized Representative is: CM State Aid SRTS Grant Agreement (Rev. April 2023) MnDOT Agreement No. SP or SAP No. 222-591-002 Marc Briese, Programs Engineer, MnDOT State Aid Office 395 John Ireland Boulevard, MS 500 St. Paul, MN 55155 Office: 651-366-3802 marc.briese@state.mn.us or his/her successor. State's Authorized Representative has the responsibility to monitor Grantee's performance and the authority to accept the services provided under this agreement. If the services are satisfactory, the State's Authorized Representative will certify acceptance on each invoice submitted for payment. 6.2 Grantee's Authorized Representative is: Matt Leonard Public Works Director/City Engineer 505 Walnut Street Monticello, MN 55362 Office: 763-271-3271 Matt.leonardkci.monticello.mn.us If Grantee's Authorized Representative changes at any time during this agreement, Grantee will immediately notify the State. Assignment Amendments, Waiver, and Grant Agreement Complete 7.1 Assignment. The Grantee may neither assign nor transfer any rights or obligations under this agreement without the prior written consent of the State and a fully executed Assignment Agreement, executed and approved by the same parties who executed and approved this agreement, or their successors in office. 7.2 Amendments. Any amendments to this agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original agreement, or their successors in office. 7.3 Waiver. If the State fails to enforce any provision of this agreement, that failure does not waive the provision or the State's right to subsequently enforce it. 7.4 Grant Agreement Complete. This grant agreement contains all negotiations and agreements between the State and Grantee. No other understanding regarding this agreement, whether written or oral, may be used to bind either party. 7.5 Electronic Records and Signatures. The parties agree to contract by electronic means. This includes using electronic signatures and converting original documents to electronic records. 7.6 Certification. By signing this Agreement, the Grantee certifies that it is not suspended or debarred from receiving federal or state awards. Liability Grantee and State agree that each will be responsible for its own acts and the results thereof to the extent authorized by law, and neither shall be responsible for the acts of the other party and the results thereof. The liability of State is governed by the provisions of Minn. Stat. Sec. 3.736. If Grantee is a "municipality" as that term is used in Minn. Stat. Chapter 466, then the liability of Grantee is governed by the provisions of Chapter 466. Grantee's liability hereunder shall not be limited to the extent of insurance carried by or provided by Grantee, or subject to any exclusion from coverage in any insurance policy. State Audits Under Minn. Stat. § 1613.98, Subd.8, the Grantee's books, records, documents, and accounting procedures and practices of Grantee, or other party relevant to this grant agreement or transaction, are subject to examination by the State and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this agreement, receipt and approval of all final reports, or the required period of time to satisfy all state and program retention requirements, whichever is later. Grantee will take timely and appropriate action on all deficiencies identified by an audit. CM State Aid SRTS Grant Agreement (Rev. April 2023) MnDOT Agreement No. SP or SAP No. 222-591-002 10 Government Date Practices and Intellectual Property Rights 10,1 Government Data Practices. Grantee and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by the State under this grant agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Grantee under this agreement. The civil remedies of Minn. Stat. § 13.08 apply to the release of the data referred to in this clause by either Grantee or the State. 11 Workers Compensation The Grantee certifies that it is in compliance with Minn. Stat. § 176.181, Subd. 2, pertaining to workers' compensation insurance coverage. The Grantee's employees and agents will not be considered State employees. Any claims that may arise under the Minnesota Workers' Compensation Act on behalf of these employees and any claims made by any third party as a consequence of any act or omission on the part of these employees are in no way the State's obligation or responsibility. 12 Governing Law, Jurisdiction, and Venue Minnesota law, without regard to its choice -of -law provisions, governs this agreement. Venue for all legal proceedings out of this agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 13 Termination; Suspension 13,1 Termination by the State. The State may terminate this agreement with or without cause, upon 30 days written notice to the Grantee. Upon termination, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. 13.2 Termination for Cause. The State may immediately terminate this grant agreement if the State finds that there has been a failure to comply with the provisions of this agreement, that reasonable progress has not been made, that fraudulent or wasteful activity has occurred, that Grantee has been convicted of a criminal offense relating to a state grant agreement, or that the purposes for which the funds were granted have not been or will not be fulfilled. The State may take action to protect the interests of the State of Minnesota, including the refusal to disburse additional funds and requiring the return of all or part of the funds already disbursed. 13.3 Termination for Insufficient Funding. The State may immediately terminate this agreement if: 13.3.1 It does not obtain funding from the Minnesota Legislature; or 13.3.2 If funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination must be by written or fax notice to the Grantee. The State is not obligated to pay for any services that are provided after notice and effective date of termination. However, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if the agreement is terminated because of the decision of the Minnesota Legislature, or other funding source, not to appropriate funds. The State will provide the Grantee notice of the lack of funding within a reasonable time of the State's receiving that notice. 13.4 Suspension. The State may immediately suspend this agreement in the event of a total or partial government shutdown due to the failure to have an approved budget by the legal deadline. Work performed by the Grantee during a period of suspension will be deemed unauthorized and undertaken at risk of non-payment. 14 Data Disclosure Under Minn. Stat. § 270C.65, Subd. 3, and other applicable law, Grantee consents to disclosure of its social security number, federal employer tax identification number, and/or Minnesota tax identification number, already provided to the State, to federal and state tax agencies and state personnel involved in the payment of state obligations. These identification numbers may be used in the enforcement of federal and state tax laws which could result in action requiring the Grantee to file state tax returns and pay delinquent state tax liabilities, if any. 15 Fund Use Prohibited. The Grantee will not utilize any funds received pursuant to this Agreement to compensate, either directly or indirectly, any contractor, corporation, partnership, or business, however organized, which is disqualified or debarred from entering into or receiving a State contract. This restriction applies regardless of whether the disqualified or debarred party acts in the capacity of a general contractor, a subcontractor, or as an equipment or CM State Aid SRTS Grant Agreement (Rev. April 2023) MnDOT Agreement No. SP or SAP No. 222-591-002 material supplier. This restriction does not prevent the Grantee from utilizing these funds to pay any party who might be disqualified or debarred after the Grantee's contract award on this Project. 16 Discrimination Prohibited by Minnesota Statutes §181.59. Grantee will comply with the provisions of Minnesota Statutes § 181.59 which requires that every contract for or on behalf of the State of Minnesota, or any county, city, town, township, school, school district or any other district in the state, for materials, supplies or construction will contain provisions by which Contractor agrees: 1) That, in the hiring of common or skilled labor for the performance of any work under any contract, or any subcontract, no Contractor, material supplier or vendor, will, by reason of race, creed or color, discriminate against the person or persons who are citizens of the United States or resident aliens who are qualified and available to perform the work to which the employment relates; 2) That no Contractor, material supplier, or vendor, will, in any manner, discriminate against, or intimidate, or prevent the employment of any person or persons identified in clause 1 of this section, or on being hired, prevent or conspire to prevent, the person or persons from the performance of work under any contract on account of race, creed or color; 3) That a violation of this section is a misdemeanor; and 4) That this contract may be canceled or terminated by the state of Minnesota, or any county, city, town, township, school, school district or any other person authorized to grant contracts for employment, and all money due, or to become due under the contract, may be forfeited for a second or any subsequent violation of the terms or conditions of this Agreement. 17 Limitation. Under this Agreement, the State is only responsible for receiving and disbursing funds. Nothing in this Agreement will be construed to make the State a principal, co -principal, partner, or joint venturer with respect to the Project(s) covered herein. The State may provide technical advice and assistance as requested by the Grantee, however, the Grantee will remain responsible for providing direction to its contractors and consultants and for administering its contracts with such entities. The Grantee's consultants and contractors are not intended to be third party beneficiaries of this Agreement. 18 Additional Provisions 18,1 Prevailing Wages. Grantee agrees to comply with all of the applicable provisions contained in Minnesota Statutes Chapter 177, and specifically those provisions contained in Minn. Stat.§. 177.41 through 177.435 as they may be amended or replaced from time to time with respect to the project. By agreeing to this provision, Grantee is not acknowledging or agreeing that the cited provisions apply to the project. 18.2 E -Verification. Grantee agrees and acknowledges that it is aware of Minn.Stat. § 16C.075 regarding e -verification of employment of all newly hired employees to confirm that such employees are legally entitled to work in the United States, and that it will, if and when applicable, fully comply with such order. 18.3 Telecommunications Certification. If federal funds are included in Exhibit A, by signing this agreement Grantee certifies that, consistent with Section 889 of the John S. McCain National Defense Authorization Act for Fiscal Year 2019, Pub. L. 115-232 (Aug. 13, 2018), Grantee does not and will not use any equipment, system, or service that uses "covered telecommunications equipment or services" (as that term is defined in Section 889 of the Act) as a substantial or essential component of any system or as critical technology as part of any system. Grantee will include this certification as a flow down clause in any contract related to this agreement. 18.4 Title VI/Non-discrimination Assurances. Grantee agrees to comply with all applicable US DOT Standard Title VI/Non-Discrimination Assurances contained in DOT Order No. 1050.2A, and in particular Appendices A and E, which can be found at: https://edocs-public.dot.state.mn.us/edocs public/DMResultSet/download?docld=11149035. If federal funds are included in Exhibit A, Grantee will ensure the appendices and solicitation language within the assurances are inserted into contracts as required. State may conduct a review of the Grantee's compliance with this provision. The Grantee must cooperate with State throughout the review process by supplying all requested information and documentation to State, making Grantee staff and officials available for meetings as requested, and correcting any areas of non-compliance as determined by State. 18.5 Use, Maintenance, Repair and Alterations. The Grantee shall not, without the written consent of the State and CM State Aid SRTS Grant Agreement (Rev. April 2023) MnDOT Agreement No. SP or SAP No. 222-591-002 the Commissioner, (i) permit or allow the use of any of the property improved with these grant funds (the Real Property) for any purpose other than in conjunction with or for nonmotorized transportation, (ii) substantially alter any of the Real Property except such alterations as may be required by laws, ordinances or regulations, or such other alterations as may improve the Real Property by increasing its value or which improve its ability to be used for the purposes set forth in section (i), (iii) take any action which would unduly impair or depreciate the value of the Real Property, (iv) abandon the Real Property, or (v) commit or permit any act to be done in or on the Real Property in violation of any law, ordinance or regulation. If the Grantee fails to maintain the Real Property in accordance with this Section, the State may perform whatever acts and expend whatever funds necessary to so maintain the Real Property, and the Grantee irrevocably authorizes the State to enter upon the Real Property to perform such acts as may be necessary to so maintain the Real Property. Any actions taken or funds expended by the State shall be at its sole discretion, and nothing contained herein shall require the State to take any action or incur any expense and the State shall not be responsible, or liable to the Grantee or any other entity, for any such acts that are performed in good faith and not in a negligent manner. Any funds expended by the State pursuant to this Section shall be due and payable on demand by the State and will bear interest from the date of payment by the State at a rate equal to the lesser of the maximum interest rate allowed by law or 18% per year based upon a 365 -day year. [The remainder of this page has intentionally been left blank.] CM State Aid SRTS Grant Agreement (Rev. April 2023) GRANTEE The Grantee certifies that the appropriate person(s) have executed the grant agreement on behalf of the Grantee as required by applicable articles, bylaws, resolutions, or ordinances. By: Matt Leonard Title: Public Works Director/City Engineer Date: 5/8/2023 By: Date Title Date: CM State Aid SRTS Grant Agreement (Rev. April 2023) MnDOT Agreement No. SP or SAP No. 222-591-002 DEPARTMENT OF TRANSPORTATION Approval and Certifying Encumbrance By: (with delegated authority) Title: State Aid Programs Manager Date: DEPARTMENT OF TRANSPORTATION CONTRACT MANAGEMENT By: Date: MnDOT Agreement No. SP or SAP No. 222-591-002 EXHIBIT A SOURCES AND USES OF FUNDS SCHEDULE SOURCES OF FUNDS USES OF FUNDS Entit Su 1 in Funds Y.................PP....Y.......................................................................:................................................................................................................. Amount Expenses .....................P.................................................................................................................................................................................................................................................... Amount ............. ............................................................................................................................................... State Funds: ................................................................................. :................................................................................................................. ............... ........................................... Items Paid for with SRTS .................................................................................................................................................. :........................................................................................................................ .......................................................................................... SRTS General Fund Grant $ 500,000 General Fund Grant Funds: .............................................................................................................................................................................................................................................................................. Other: .......................................................................................................................................................:................................. Construction of curb, ......................... $_500,000 gutter, and sidewalk on portions of Elm Street, 4th Street, and 61h Street and associated stormwater facilities. ...................................................................................................................................................................................... ................................................................ $ ..................... ... ........................................................................................................................................... $ .................................................................................... $ ..... .................................................................................... $ $ $ ............................. ............................................................................................................................... Subtotal$ :................................................................................................................. 500,000 .................................................................................................................:............................................. Subtotal $ 500,000 Public Entity Funds: Y.......... ..........................................................................:................. Items aid for with Non- ................................P................................................. Matching.Funds ...............................................................................................................................................................................-..........................................................______....... $ 750,235.25 SRTS General Fund .............................................................................................................................................................................................................................................................................. Grant Funds: .............................................................................................................................................................................................................................................................................. Other: ...............................................................................:........................................................................................................................ Construction of curb, $_674,235.25 gutter, and sidewalk on portions of Elm Street, 4th Street, and 61h Street and associated stormwater facilities. .......................................................:............................ $ ..... ..........................Engineering................................................................................................._$ 76,000..... $ $ .............................................................................................................................................................................................................................................................................. Subtotal ....................................................................................................................................................._....................._....................................................... $750,235.25 Subtotal$ 750235.25 TOTAL FUNDS $_1,250,235.25 = TOTAL PROJECT $_1,250,235.25 COSTS 8 CM State Aid SRTS Grant Agreement (Rev. April 2023) MnDOT Agreement No. SP or SAP No. 222-591-002 EXHIBIT B GRANT APPLICATION Attach the grant application for the project CM State Aid SRTS Grant Agreement (Rev. April 2023) MnDOT Agreement No. SP or SAP No. 222-591-002 EXHIBIT C GRANTEE RESOLUTION APPROVING GRANT AGREEMENT 10 CM State Aid SRTS Grant Agreement (Rev. April 2023) ,yGNT COGy�. f9r R 5 G4/`r Monticello Monthly Report 2023 Wright County Sheriff's Office Sheriff Sean Deringer 3800 Braddock Ave. NE, Buffalo, MN 55313 1-800-362-3667 Fax:763-682-7610 Incident Start Date/Time Initial Call CFS # 911 Abandoned Total: 6 05/04/23 22:38 911 Abandoned 2023037332 05/07/23 13:52 911 Abandoned 2023038237 05/07/23 16:07 911 Abandoned 2023038294 05/20/23 18:32 911 Abandoned 2023043033 05/25/23 17:44 911 Abandoned 2023044774 05/30/23 17:27 911 Abandoned 2023046702 911 Hang-up Total: 38 05/01/23 07:02 911 Hang-up 2023036029 05/02/23 22:28 911 Hang-up 2023036628 05/02/23 23:28 911 Hang-up 2023036637 05/03/23 00:05 911 Hang-up 2023036643 05/03/23 14:48 911 Hang-up 2023036826 05/03/23 20:16 911 Hang-up 2023036944 05/04/23 08:25 911 Hang-up 2023037048 05/04/23 20:24 911 Hang-up 2023037290 05/06/2316:03 911 Hang-up 2023037963 05/06/23 21:26 911 Hang-up 2023038066 05/07/23 15:37 911 Hang-up 2023038275 05/07/23 17:36 911 Hang-up 2023038336 05/11/2312:19 911 Hang-up 2023039599 05/12/23 05:58 911 Hang-up 2023039891 05/14/23 18:32 911 Hang-up 2023040837 05/15/23 17:27 911 Hang-up 2023041197 05/17/23 12:58 911 Hang-up 2023041787 05/19/23 15:04 911 Hang-up 2023042600 05/20/23 11:43 911 Hang-up 2023042877 05/21/2311:52 911 Hang-up 2023043254 05/21/2317:20 911 Hang-up 2023043390 05/21/2318:25 911 Hang-up 2023043414 05/22/23 15:39 911 Hang-up 2023043704 05/22/2318:22 911 Hang-up 2023043768 05/23/23 15:46 911 Hang-up 2023044028 05/24/23 12:59 911 Hang-up 2023044326 05/24/23 19:40 911 Hang-up 2023044473 05/25/23 04:24 911 Hang-up 2023044553 05/25/23 15:27 911 Hang-up 2023044716 05/25/23 18:36 911 Hang-up 2023044788 05/26/2313:53 911 Hang-up 2023045054 QPpF ESSIONA�rS Printed on June 1.2023 Final Incident Case Number How Reported 911 Abandoned WP23010500 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 911 Page 1 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/27/23 15:19 911 Hang-up 2023045522 911 05/28/23 15:05 911 Hang-up 2023045901 911 05/28/2317:33 911 Hang-up 2023045968 911 05/29/23 10:57 911 Hang-up 2023046157 911 05/29/2319:06 911 Hang-up 2023046332 911 05/30/2310:12 911 Hang-up 2023046512 911 05/31/2310:17 911 Hang-up 2023046911 911 911 Open Line Total: 141 05/02/23 08:43 911 Open Line 2023036385 911 05/02/23 15:45 911 Open Line 2023036502 911 05/02/23 16:28 911 Open Line 2023036517 911 05/03/23 14:27 911 Open Line 2023036813 911 05/03/23 20:31 911 Open Line 2023036946 911 05/04/23 05:12 911 Open Line 2023037020 911 05/04/23 07:57 911 Open Line 2023037040 911 05/04/23 12:38 911 Open Line 2023037110 911 05/04/23 14:55 911 Open Line 2023037159 911 05/04/23 15:58 911 Open Line 2023037185 911 05/05/23 15:10 911 Open Line 2023037545 911 05/05/23 15:14 911 Open Line 2023037548 911 05/05/23 20:53 911 Open Line 2023037706 911 05/06/23 05:07 911 Open Line 2023037780 911 05/06/23 05:33 911 Open Line 2023037781 911 05/06/23 12:02 911 Open Line 2023037881 911 05/06/23 16:37 911 Open Line 2023037973 911 05/06/23 18:28 911 Open Line 2023038011 911 05/06/23 19:17 911 Open Line 2023038027 911 05/07/23 11:26 911 Open Line 2023038190 911 05/07/23 13:19 911 Open Line 2023038227 911 05/07/23 16:43 911 Open Line 2023038311 911 05/07/23 16:55 911 Open Line 2023038316 911 05/07/23 17:19 911 Open Line 2023038333 911 05/07/23 18:59 911 Open Line 2023038372 911 05/08/23 03:03 911 Open Line 2023038438 911 05/08/23 09:57 911 Open Line 2023038512 911 05/08/23 10:33 911 Open Line 2023038521 911 05/08/23 17:28 911 Open Line 2023038705 911 05/08/23 17:34 911 Open Line 2023038711 911 05/08/23 18:59 911 Open Line 2023038754 911 05/08/23 19:12 911 Open Line 2023038757 911 05/09/23 07:16 911 Open Line 2023038830 911 05/09/23 10:04 911 Open Line 2023038875 911 05/09/23 10:59 911 Open Line 2023038898 911 05/09/23 18:15 911 Open Line 2023039040 911 05/10/23 10:27 911 Open Line 2023039179 911 05/10/23 11:49 911 Open Line 2023039215 911 Page 2 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/10/23 15:40 911 Open Line 2023039295 911 05/10/23 18:05 911 Open Line 2023039362 911 05/11/23 12:34 911 Open Line 2023039604 911 05/11/23 12:43 911 Open Line 2023039607 911 05/11/23 15:03 911 Open Line 2023039665 911 05/11/23 15:03 911 Open Line 2023039667 911 05/11/23 16:06 911 Open Line 2023039705 911 05/11/23 17:28 911 Open Line 2023039741 911 05/12/23 11:28 911 Open Line 2023039971 911 05/12/23 16:15 911 Open Line 2023040088 911 05/12/23 17:24 911 Open Line 2023040110 911 05/12/23 23:50 911 Open Line 2023040251 911 05/13/23 02:42 911 Open Line 2023040287 911 05/13/23 07:00 911 Open Line 2023040305 911 05/13/23 07:59 911 Open Line 2023040313 911 05/13/23 16:37 911 Open Line 2023040473 911 05/13/23 17:29 911 Open Line 2023040488 911 05/14/23 13:13 911 Open Line 2023040712 911 05/14/23 13:21 911 Open Line 2023040718 911 05/14/23 16:26 911 Open Line 2023040785 911 05/15/23 14:30 911 Open Line 2023041106 911 05/15/23 17:22 911 Open Line 2023041191 911 05/16/23 14:38 911 Open Line 2023041466 911 05/16/23 14:39 911 Open Line 2023041468 911 05/16/23 14:41 911 Open Line 2023041470 911 05/16/23 14:48 911 Open Line 2023041474 911 05/16/23 15:12 911 Open Line 2023041484 911 05/16/23 16:55 911 Open Line 2023041543 911 05/16/23 17:41 911 Open Line 2023041562 911 05/16/23 19:25 911 Open Line 2023041597 911 05/17/23 11:34 911 Open Line 2023041765 911 05/17/23 18:58 911 Open Line 2023041938 911 05/17/23 23:00 911 Open Line 2023042011 911 05/18/23 11:52 911 Open Line 2023042156 911 05/18/23 12:22 911 Open Line 2023042171 911 05/18/23 13:32 911 Open Line 2023042196 911 05/18/23 21:16 911 Open Line 2023042391 911 05/18/23 23:03 911 Open Line 2023042420 911 05/19/23 07:26 911 Open Line 2023042472 911 05/19/23 12:31 911 Open Line 2023042530 911 05/19/23 17:11 911 Open Line 2023042643 911 05/20/23 08:56 911 Open Line 2023042825 911 05/20/23 11:27 911 Open Line 2023042871 911 05/20/23 12:11 911 Open Line 2023042888 911 05/20/23 19:25 911 Open Line 2023043055 911 05/20/23 19:51 911 Open Line 2023043063 911 05/21/23 10:16 911 Open Line 2023043226 911 Page 3 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/21/23 11:24 911 Open Line 2023043242 911 05/21/23 12:14 911 Open Line 2023043259 911 05/21/23 12:14 911 Open Line 2023043260 911 05/21/23 12:48 911 Open Line 2023043281 911 05/21/23 16:08 911 Open Line 2023043364 911 05/21/23 16:17 911 Open Line 2023043366 911 05/21/23 16:33 911 Open Line 2023043376 911 05/21/23 19:25 911 Open Line 2023043445 911 05/22/23 15:01 911 Open Line 2023043686 911 05/22/23 18:51 911 Open Line 2023043783 911 05/22/23 19:24 911 Open Line 2023043797 911 05/22/23 20:10 911 Open Line 2023043807 911 05/22/23 20:19 911 Open Line 2023043812 911 05/23/23 09:02 911 Open Line 2023043892 911 05/23/23 17:41 911 Open Line 2023044080 911 05/23/23 17:55 911 Open Line 2023044085 911 05/23/23 19:22 911 Open Line 2023044131 911 05/23/23 20:27 911 Open Line 2023044144 911 05/24/23 11:05 911 Open Line 2023044287 911 05/24/23 13:41 911 Open Line 2023044336 911 05/25/23 17:14 911 Open Line 2023044765 911 05/25/23 18:09 911 Open Line 2023044780 911 05/26/23 13:34 911 Open Line 2023045046 911 05/26/23 14:55 911 Open Line 2023045078 911 05/26/23 15:39 911 Open Line 2023045102 911 05/26/23 19:12 911 Open Line 2023045219 911 05/26/23 22:00 911 Open Line 2023045289 Domestic Disturbance WP23012841 911 05/26/23 23:10 911 Open Line 2023045315 911 05/26/23 23:33 911 Open Line 2023045322 911 05/27/23 14:37 911 Open Line 2023045504 911 05/27/23 15:20 911 Open Line 2023045524 911 05/28/23 10:42 911 Open Line 2023045819 911 05/28/23 18:39 911 Open Line 2023045990 911 05/29/23 12:33 911 Open Line 2023046188 911 05/29/23 13:54 911 Open Line 2023046218 911 05/29/23 14:10 911 Open Line 2023046227 911 05/29/23 14:13 911 Open Line 2023046228 911 05/29/23 15:27 911 Open Line 2023046254 911 05/29/23 17:22 911 Open Line 2023046289 911 05/30/23 08:25 911 Open Line 2023046466 911 05/30/23 09:18 911 Open Line 2023046490 911 05/30/23 10:25 911 Open Line 2023046518 911 05/30/23 10:34 911 Open Line 2023046522 911 05/30/23 11:53 911 Open Line 2023046553 911 05/30/23 12:00 911 Open Line 2023046557 911 05/30/23 12:07 911 Open Line 2023046561 911 05/30/23 14:40 911 Open Line 2023046614 911 Page 4 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/30/23 17:22 911 Open Line 2023046698 911 05/30/23 18:37 911 Open Line 2023046734 911 05/30/23 19:52 911 Open Line 2023046759 911 05/31/23 09:19 911 Open Line 2023046895 911 05/31/23 10:55 911 Open Line 2023046926 911 05/31/23 11:32 911 Open Line 2023046951 911 05/31/23 16:06 911 Open Line 2023047071 911 05/31/23 19:32 911 Open Line 2023047157 911 05/31/23 23:17 911 Open Line 2023047236 911 911 Open Line; Suspicious - Circumstances Total: 1 Agency Assist 05/23/23 21:05 911 Open Line; 2023044156 911 Abandoned Vehicle Total: 2 05/19/23 22:35 Agency Assist 05/18/23 07:27 Abandoned Vehicle 2023042063 Abandoned Vehicle WP23011885 911 05/19/23 21:16 Abandoned Vehicle 2023042720 Motorist Aid WP23012077 Officer Agency Assist Total: 14 05/05/23 11:27 Agency Assist 2023037458 Drugs WP23010294 WP23010531 Phone 05/05/23 22:32 Agency Assist 2023037736 Agency Assist WP23010618 Phone 05/11/23 12:55 Agency Assist 2023039613 Agency Assist WP23011197 Phone 05/14/23 17:19 Agency Assist 2023040806 Agency Assist WP23011514 Officer 05/15/23 09:53 Agency Assist 2023041028 Medical - Psychiatric - WP23011575 Phone 05/17/23 17:10 Agency Assist 2023041892 Agency Assist WP23011836 Phone 05/18/23 19:14 Agency Assist 2023042347 Agency Assist WP23011960 Phone 05/19/23 22:35 Agency Assist 2023042741 Agency Assist WP23012086 Phone 05/25/23 20:32 Agency Assist 2023044834 Agency Assist WP23012719 Phone 05/26/23 08:40 Agency Assist 2023044945 Agency Assist WP23012748 Phone 05/27/23 18:34 Agency Assist 2023045615 Agency Assist WP23012930 Phone 05/29/23 21:25 Agency Assist 2023046385 Agency Assist WP23013140 Phone 05/31/23 04:14 Agency Assist 2023046840 Agency Assist WP23013261 Phone 05/31/23 17:12 Agency Assist 2023047103 Agency Assist WP23013341 Phone Alarm Total: 3 05/19/23 23:30 Alarm 2023042758 Noise WP23012094 Phone 05/20/2312:24 Alarm 2023042895 Phone 05/30/23 21:46 Alarm 2023046794 Phone Animal Total: 16 05/03/23 07:59 Animal 2023036692 Animal WP23010294 Phone 05/04/2310:35 Animal 2023037083 Animal WP23010412 Phone 05/05/23 09:47 Animal 2023037408 Animal WP23010520 Phone 05/07/23 09:16 Animal 2023038166 Animal WP23010756 911 05/07/2313:16 Animal 2023038224 Animal WP23010774 Phone 05/12/2311:18 Animal 2023039965 Animal WP23011292 Phone 05/17/2314:38 Animal 2023041831 Animal WP23011812 911 05/19/2319:19 Animal 2023042693 Phone 05/20/2312:12 Animal 2023042889 Animal WP23012128 Phone 05/21/2313:32 Animal 2023043297 Animal WP23012245 Phone Page 5 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/21/2319:45 Animal 2023043453 Animal WP23012290 Phone 05/24/23 17:20 Animal 2023044415 Neighborhood Dispute WP23012576 911 05/25/23 09:42 Animal 2023044597 Animal WP23012636 Phone 05/29/23 20:56 Animal 2023046375 Animal WP23013139 Phone 05/31/2312:23 Animal 2023046971 Animal WP23013308 911 05/31/2317:30 Animal 2023047109 Animal WP23013343 Phone Animal - Abuse; Lost - Found Property Total: 1 05/21/23 15:39 Animal - Abuse; Lost - 2023043352 Lost - Found Property WP23012262 Phone Animal - Barking Dog Total: 2 WP23010822 05/02/23 16:57 Animal - Barking Dog 2023036527 Animal - Barking Dog WP23010249 911 05/20/23 12:50 Animal - Barking Dog 2023042911 Animal - Barking Dog WP23012129 Phone Animal - Bites - Attacks Total: 3 05/07/23 19:43 Animal - Bites - Attacks 2023038390 Animal - Bites - Attacks WP23010822 Phone 05/11/23 17:11 Animal - Bites - Attacks 2023039734 Animal WP23011238 911 05/29/23 17:50 Animal - Bites - Attacks 2023046301 Animal - Bites - Attacks WP23013118 Phone Assault Total: 2 911 05/02/23 12:15 Check Welfare 05/07/2314:12 Assault 2023038241 Assault WP23010780 Phone 05/08/23 23:23 Assault 2023038804 Assault WP23010961 911 Burglary Total: 1 Check Welfare 2023037274 Suspicious - Circumstances WP23010479 05/16/23 11:18 Burglary 2023041394 Suspicious - Circumstances WP23011687 Phone Check Welfare Total: 33 05/01/23 15:09 Check Welfare 2023036192 Check Welfare WP23010153 Phone 05/01/23 16:53 Check Welfare 2023036235 Check Welfare WP23010167 911 05/02/23 03:42 Check Welfare 2023036348 911 05/02/23 12:15 Check Welfare 2023036446 Check Welfare WP23010221 Phone 05/03/23 15:20 Check Welfare 2023036833 Check Welfare WP23010334 911 05/04/23 19:24 Check Welfare 2023037274 Suspicious - Circumstances WP23010479 911 05/05/23 14:41 Check Welfare 2023037527 Check Welfare WP23010558 Officer 05/09/23 15:14 Check Welfare 2023038981 Death Investigation - Suicide WP23011024 911 05/09/23 20:50 Check Welfare 2023039076 Check Welfare WP23011047 Phone 05/10/23 09:31 Check Welfare 2023039160 Check Welfare WP23011065 Phone 05/11/23 13:30 Check Welfare 2023039634 Check Welfare WP23011203 Phone 05/11/23 19:10 Check Welfare 2023039774 Check Welfare WP23011246 911 05/11/23 20:37 Check Welfare 2023039812 Check Welfare WP23011259 Phone 05/12/23 10:03 Check Welfare 2023039944 Check Welfare WP23011289 Phone 05/12/23 17:38 Check Welfare 2023040113 Check Welfare WP23011332 Phone 05/13/23 15:41 Check Welfare 2023040452 Check Welfare WP23011416 Phone 05/15/23 10:46 Check Welfare 2023041046 Check Welfare WP23011581 Phone 05/18/23 15:25 Check Welfare 2023042235 Check Welfare WP23011928 911 05/18/23 22:47 Check Welfare 2023042413 Domestic Disturbance WP23011973 Officer 05/19/23 12:50 Check Welfare 2023042538 Check Welfare WP23012006 Phone 05/19/23 14:31 Check Welfare 2023042576 Civil Complaint WP23012033 Phone 05/20/23 17:31 Check Welfare 2023043015 Check Welfare WP23012156 911 Page 6 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/21/23 16:52 911 Check Welfare 2023043381 Check Welfare WP23012269 Phone 05/22/23 07:52 WP23010420 Check Welfare 2023043542 Warrant - Arrest WP23012314 Phone 05/23/23 02:35 Aid Check Welfare 2023043858 Check Welfare WP23012416 Officer 05/23/23 11:10 Citizen Check Welfare 2023043942 Check Welfare WP23012439 Phone 05/24/23 05:26 2023039729 Check Welfare 2023044208 WP23011236 Phone 911 05/25/23 12:07 Aid Check Welfare 2023044638 Check Welfare WP23012657 Phone 05/25/23 13:22 Citizen Check Welfare 2023044671 Check Welfare WP23012665 911 05/28/23 09:21 Citizen Check Welfare 2023045791 Check Welfare WP23012977 911 05/28/23 21:10 05/16/23 21:54 Check Welfare 2023046031 Check Welfare WP23013049 Phone 05/30/23 21:28 Phone Check Welfare 2023046787 Check Welfare WP23013252 911 05/31/23 11:21 WP23011894 Check Welfare 2023046937 Check Welfare WP23013299 Phone Check Welfare; Medical - Psychiatric - Behavioral Total: 1 05/22/23 20:27 Check Welfare; Medical 2023043817 Check Welfare WP23012403 911 Citizen Aid Total: 18 05/03/23 14:28 Citizen Aid 2023036814 Citizen Aid WP23010326 911 05/04/23 12:08 Citizen Aid 2023037100 Citizen Aid WP23010420 Phone 05/08/23 07:51 Citizen Aid 2023038470 Citizen Aid WP23010843 Phone 05/09/23 10:00 Citizen Aid 2023038874 Citizen Aid WP23010981 Phone 05/11/23 16:55 Citizen Aid 2023039729 Citizen Aid WP23011236 Phone 05/11/23 19:33 Citizen Aid 2023039785 Citizen Aid WP23011249 Phone 05/15/23 14:35 Citizen Aid 2023041111 Civil Complaint WP23011603 Phone 05/16/23 21:00 Citizen Aid 2023041626 Citizen Aid WP23011748 Phone 05/16/23 21:54 Citizen Aid 2023041638 Citizen Aid WP23011751 Phone 05/18/23 09:31 Citizen Aid 2023042100 Citizen Aid WP23011894 Phone 05/21/23 18:22 Citizen Aid 2023043413 Citizen Aid WP23012277 911 05/21/23 19:38 Citizen Aid 2023043448 Citizen Aid WP23012287 Phone 05/22/23 14:20 Citizen Aid 2023043668 Citizen Aid WP23012355 Phone 05/24/23 12:06 Citizen Aid 2023044312 Citizen Aid WSRO2301254Thone 05/25/23 08:43 Citizen Aid 2023044582 Citizen Aid WP23012630 911 05/29/23 04:59 Citizen Aid 2023046099 Citizen Aid WP23013069 Phone 05/29/23 20:52 Citizen Aid 2023046372 Citizen Aid WP23013136 Phone 05/30/23 08:53 Citizen Aid 2023046483 Citizen Aid WP23013168 Phone Civil Complaint Total: 27 05/01/23 11:44 Civil Complaint 2023036121 Civil Complaint WP23010132 Phone 05/02/23 19:38 Civil Complaint 2023036585 Civil Complaint WP23010264 911 05/04/23 12:05 Civil Complaint 2023037099 Civil Complaint WP23010419 Phone 05/04/23 14:06 Civil Complaint 2023037138 Civil Complaint WP23010432 911 05/04/23 15:58 Civil Complaint 2023037184 Civil Child Custody WP23010445 Phone 05/06/23 13:37 Civil Complaint 2023037911 Civil Complaint WP23010678 Phone 05/06/23 16:56 Civil Complaint 2023037982 Civil Complaint WP23010698 Phone 05/06/23 16:57 Civil Complaint 2023037984 Civil Complaint WP23010701 Phone 05/07/23 19:46 Civil Complaint 2023038391 Civil Complaint WP23010823 911 05/08/23 10:21 Civil Complaint 2023038519 Civil Complaint WP23010855 Phone 05/08/23 11:08 Civil Complaint 2023038539 Civil Complaint WP23010864 Phone 05/11/23 10:42 Civil Complaint 2023039559 Civil Complaint WP23011178 Phone Page 7 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/17/23 16:26 Civil Complaint 2023041872 Citizen Aid WP23011828 Phone 05/17/23 18:08 Civil Complaint 2023041919 Civil Complaint WP23011848 Phone 05/19/23 15:59 Civil Complaint 2023042618 Civil Complaint WP23012051 Phone 05/19/23 17:47 Civil Complaint 2023042654 Civil Complaint WP23012062 Phone 05/22/23 15:21 Civil Complaint 2023043695 Civil Complaint WP23012364 911 05/22/23 15:28 Civil Complaint 2023043697 Civil Child Custody WP23012365 Phone 05/23/23 19:16 Civil Complaint 2023044130 Civil Complaint WP23012487 911 05/24/23 18:41 Civil Complaint 2023044448 Civil Child Custody WP23012583 911 05/24/23 21:56 Civil Complaint 2023044508 Civil Complaint WP23012608 911 05/25/23 16:01 Civil Complaint 2023044733 Civil Complaint WP23012688 Phone 05/27/23 07:10 Civil Complaint 2023045365 Civil Complaint WP23012866 Phone 05/27/23 08:20 Civil Complaint 2023045378 Civil Complaint WP23012869 Phone 05/28/23 06:26 Civil Complaint 2023045768 Civil Complaint WP23012973 Phone 05/30/23 15:41 Civil Complaint 2023046643 Civil Complaint WP23013216 Phone 05/31/23 19:50 Civil Complaint 2023047166 Civil Complaint WP23013363 Phone Civil Complaint; Animal Total: 1 Civil Process 2023044951 Officer 05/10/23 20:17 Civil Complaint; Animal 2023039404 Civil Complaint WP23011138 911 Civil Lockout Total: 1 05/17/23 09:50 Civil Lockout 2023041729 Civil Process Total: 32 05/01/23 12:29 Civil Process 2023036140 Officer 05/03/23 13:34 Civil Process 2023036787 Officer 05/04/23 09:14 Civil Process 2023037070 Officer 05/04/23 10:06 Civil Process 2023037080 Officer 05/05/23 09:25 Civil Process 2023037402 Officer 05/08/23 08:58 Civil Process 2023038487 Officer 05/08/23 09:11 Civil Process 2023038489 Officer 05/08/23 16:05 Civil Process 2023038679 Officer 05/08/23 16:16 Civil Process 2023038681 Officer 05/09/23 08:05 Civil Process 2023038843 Officer 05/09/23 08:23 Civil Process 2023038847 Officer 05/09/23 09:32 Civil Process 2023038864 Officer 05/09/23 10:22 Civil Process 2023038882 Officer 05/09/23 18:23 Civil Process 2023039042 Officer 05/09/23 18:32 Civil Process 2023039046 Officer 05/09/23 18:38 Civil Process 2023039048 Officer 05/09/23 21:43 Civil Process 2023039085 Officer 05/10/23 08:05 Civil Process 2023039139 Officer 05/10/23 08:20 Civil Process 2023039142 Officer 05/10/23 14:49 Civil Process 2023039277 Officer 05/11/23 09:16 Civil Process 2023039527 Officer 05/12/23 09:09 Civil Process 2023039931 Officer 05/15/23 15:55 Civil Process 2023041154 Officer 05/26/23 08:55 Civil Process 2023044948 Officer 05/26/23 09:03 Civil Process 2023044951 Officer Page 8 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/26/23 09:18 Civil Process 2023044957 Officer 05/30/23 09:29 Civil Process 2023046494 Officer 05/30/23 10:48 Civil Process 2023046529 Officer 05/30/23 13:03 Civil Process 2023046579 Officer 05/30/23 13:07 Civil Process 2023046583 Officer 05/30/23 16:44 Civil Process 2023046677 Officer 05/30/23 16:49 Civil Process 2023046679 Officer Commercial Fire Alarm Total: 2 05/02/23 07:13 Commercial Fire Alarm 2023036360 05/13/23 10:20 Commercial Fire Alarm 2023040356 Commercial General Alarm Total: 34 05/01/23 22:19 Commercial General 2023036326 05/02/23 23:36 Commercial General 2023036639 05/03/23 07:10 Commercial General 2023036679 05/04/23 16:06 Commercial General 2023037189 05/06/23 23:07 Commercial General 2023038089 05/07/23 09:08 Commercial General 2023038164 05/07/23 15:19 Commercial General 2023038269 05/10/23 19:26 Commercial General 2023039390 05/12/23 23:02 Commercial General 2023040239 05/14/23 19:29 Commercial General 2023040865 05/16/23 08:27 Commercial General 2023041348 05/17/23 07:02 Commercial General 2023041691 05/19/23 12:31 Commercial General 2023042531 05/19/23 19:51 Commercial General 2023042700 05/20/23 00:56 Commercial General 2023042777 05/21/23 03:03 Commercial General 2023043183 05/21/23 09:32 Commercial General 2023043220 05/21/23 19:01 Commercial General 2023043434 05/23/23 16:57 Commercial General 2023044054 05/23/23 20:16 Commercial General 2023044143 05/24/23 00:32 Commercial General 2023044182 05/24/23 20:15 Commercial General 2023044484 05/26/23 16:38 Commercial General 2023045130 05/26/23 21:33 Commercial General 2023045279 05/28/23 13:17 Commercial General 2023045861 05/30/23 04:01 Commercial General 2023046432 05/30/23 09:02 Commercial General 2023046487 05/30/23 13:41 Commercial General 2023046599 05/30/23 18:08 Commercial General 2023046716 05/31/23 03:27 Commercial General 2023046835 05/31/23 04:46 Commercial General 2023046843 05/31/23 05:52 Commercial General 2023046849 05/31/23 06:51 Commercial General 2023046860 05/31/23 11:16 Commercial General 2023046935 Commercial General Alarm Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone 911 WP23012836 Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Phone Page 9 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Court Order Violation Total: 7 05/09/23 22:47 Court Order Violation 2023039095 05/10/23 13:40 Court Order Violation 2023039242 05/19/23 15:46 Court Order Violation 2023042612 05/21/23 19:18 Court Order Violation 2023043443 05/23/23 13:31 Court Order Violation 2023043991 05/27/23 20:02 Court Order Violation 2023045656 05/31/23 20:06 Court Order Violation 2023047176 Criminal Damage to Property Total: 9 05/02/23 15:56 Criminal Damage to 2023036504 05/04/23 19:10 Criminal Damage to 2023037270 05/08/23 10:55 Criminal Damage to 2023038533 05/09/23 14:56 Criminal Damage to 2023038976 05/16/23 15:49 Criminal Damage to 2023041504 05/19/23 14:47 Criminal Damage to 2023042588 05/22/23 18:09 Criminal Damage to 2023043765 05/23/23 19:02 Criminal Damage to 2023044121 05/25/23 08:30 Criminal Damage to 2023044577 Court Order Violation Court Order Violation Court Order Violation Court Order Violation Court Order Violation Court Order Violation Court Order Violation WP23011052 Officer WP23011088 Phone WP23012050 Phone WP23012285 911 WP23012451 Phone WP23012945 Phone WP23013367 Phone MVA - Hit & Run WP23010245 Phone Suspicious - Circumstances WP23010476 Phone Criminal Damage to Property WP23010860 Citizen Aid WP23011021 Phone Criminal Damage to Property WP23011721 911 Criminal Damage to Property WP23012039 911 Criminal Damage to Property WP23012384 911 Criminal Damage to Property WP23012483 Phone Criminal Damage to Property WP23012628 Phone CSC Sex Offense Total: 1 05/02/23 07:59 CSC Sex Offense 2023036371 CSC Sex Offense Disabled Vehicle Total: 3 05/05/23 06:25 Disabled Vehicle 2023037364 05/16/23 16:10 Disabled Vehicle 2023041516 05/20/23 22:12 Disabled Vehicle 2023043112 Disabled Vehicle Disorderly Total: 7 05/04/2317:02 Domestic Disorderly 2023037212 05/04/23 21:24 Domestic Disorderly 2023037320 05/11/23 22:05 Domestic Disorderly 2023039839 05/12/23 23:09 Domestic Disorderly 2023040241 05/15/2319:13 Domestic Disorderly 2023041240 05/24/2313:36 Domestic Disorderly 2023044335 05/31/2319:05 Domestic Disorderly 2023047145 Domestic Disturbance Total: 12 05/05/23 00:33 Domestic Disturbance 2023037338 05/05/23 13:33 Domestic Disturbance 2023037500 05/08/23 21:08 Domestic Disturbance 2023038785 05/08/23 22:57 Domestic Disturbance 2023038801 05/12/23 22:33 Domestic Disturbance 2023040236 05/15/23 19:30 Domestic Disturbance 2023041244 05/19/23 05:40 Domestic Disturbance 2023042464 05/21/23 11:56 Domestic Disturbance 2023043255 05/22/23 21:05 Domestic Disturbance 2023043829 05/23/23 10:52 Domestic Disturbance 2023043935 Disorderly Harassment Disorderly Disorderly Disorderly Disorderly Disorderly Civil Complaint Domestic Disturbance Court Order Violation Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Domestic Disturbance Civil Complaint Domestic Disturbance WSR023010205 Phone 911 WP23012191 911 WP23010457 Phone WP23010495 Phone WP23011262 911 WP23011371 911 WP23011639 Phone WP23012546 911 WP23013353 911 WP23010502 911 WP23010549 Phone WP23010948 911 WP23010958 911 WP23011370 911 WP23011643 911 WP23011984 Phone WP23012234 911 WP23012407 Phone WP23012436 Phone Page 10 of 35 Incident Start Date/Time Initial Call CFS # 05/26/23 02:26 Domestic Disturbance 2023044910 05/26/23 10:04 Domestic Disturbance 2023044970 Drugs Total: 2 WP23012271 05/10/2312:12 Drugs 2023039222 05/17/23 08:13 Drugs 2023041701 Dumping Total: 1 WP23012954 05/17/2316:10 Dumping 2023041867 Extra Patrol Total: 2 911 05/08/23 16:59 Extra Patrol 2023038691 05/30/23 17:18 Extra Patrol 2023046697 Fight Total: 1 05/23/2318:40 Fight 2023044112 Fire - Other Total: 6 05/03/23 18:59 Fire - Other 2023036917 05/20/23 10:47 Fire - Other 2023042861 05/21/23 16:55 Fire - Other 2023043382 05/25/23 20:36 Fire - Other 2023044836 05/27/23 21:54 Fire - Other 2023045696 05/31/23 04:53 Fire - Other 2023046845 Fire - Smoke - Odor Total: 2 05/08/23 21:17 Fire - Smoke - Odor 2023038789 05/16/23 17:05 Fire - Smoke - Odor 2023041547 Fire - Structure Total: 1 05/27/23 07:09 Fire - Structure 2023045364 Fire - Vehicle Total: 1 05/31/23 00:53 Fire - Vehicle 2023046830 Fraud - Checks - Cards Total: 5 05/01/23 19:33 Fraud - Checks - Cards 2023036285 05/02/23 17:32 Fraud - Checks - Cards 2023036541 05/08/23 14:56 Fraud - Checks - Cards 2023038647 05/11/23 13:15 Fraud - Checks - Cards 2023039624 05/23/23 16:16 Fraud - Checks - Cards 2023044038 Fraud - Forgery Total: 1 05/16/23 14:07 Fraud - Forgery 2023041455 Fraud - Internet Total: 2 05/03/23 14:15 Fraud - Internet 2023036806 05/18/23 15:43 Fraud - Internet 2023042247 Funeral Escort Total: 2 05/13/23 11:34 Funeral Escort 2023040380 Final Incident Case Number How Reported Domestic Disturbance WP23012733 911 Citizen Aid WP23012752 911 Drugs WP23011084 Phone Drugs WSR023011768 Dumping WP23011826 Phone Extra Patrol WP23010916 Phone Extra Patrol WP23013226 Phone Fight WP23012480 Phone Fire - Other WP23010359 911 Fire - Other WP23012123 Phone Fire - Other WP23012271 Phone Fire - Other WP23012720 Phone Fire - Other WP23012954 Phone Fire - Other WP23013264 911 Fire - Smoke - Odor WP23010951 911 Fire - Smoke - Odor WP23011729 911 Fire - Structure WP23012865 911 Agency Assist WP23013259 911 Fraud - Checks - Cards WP23010184 Phone Fraud - Checks - Cards WP23010252 Phone Citizen Aid WP23010905 Phone Suspicious - Circumstances WP23011201 Phone Fraud - Checks - Cards WP23012463 Phone Fraud - Forgery WP23011707 Phone Fraud - Internet WP23010325 Phone Fraud - Internet WP23011933 Phone Phone Page 11 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/23/23 10:15 Funeral Escort 2023043923 Phone Gun Incident Total: 1 05/18/23 19:20 Gun Incident 2023042348 Gun Incident WP23011955 911 Harassment Total: 12 05/03/2311:25 Harassment 2023036753 Assault WSRO2301031:Ehone 05/04/2316:01 Harassment 2023037187 Harassment WP23010446 Phone 05/05/2312:37 Harassment 2023037481 Harassment WSRO23010543 05/12/2311:26 Harassment 2023039969 Harassment WP23011293 Phone 05/12/23 20:35 Harassment 2023040187 Harassment WP23011356 Phone 05/16/2316:35 Harassment 2023041527 Harassment WP23011725 Phone 05/16/2318:29 Harassment 2023041581 Harassment WP23011737 Phone 05/19/2318:40 Harassment 2023042676 Harassment WP23012065 Phone 05/23/2313:08 Harassment 2023043983 Harassment WP23012446 911 05/23/2317:14 Harassment 2023044065 Harassment WP23012468 911 05/23/2317:31 Harassment 2023044076 Harassment WP23012473 Phone 05/24/2314:30 Harassment 2023044354 Harassment WP23012551 Phone Info Total: 3 05/26/23 23:06 Juvenile - Complaint 2023045313 Juvenile - Complaint WP23012849 05/02/23 10:17 Info 2023036414 2023045637 Juvenile - Complaint Phone 05/07/23 15:16 Info 2023038267 2023047186 Juvenile - Complaint Phone 05/15/23 23:12 Info 2023041292 Phone Intoxicated Person Total: 2 Juvenile - Runaway 2023045248 Juvenile - Runaway WP23012827 05/13/23 05:07 Intoxicated Person 2023040296 Intoxicated Person WP23011382 911 05/25/23 23:14 Intoxicated Person 2023044877 Unwanted Person WP23012728 Phone Juvenile - Complaint Total: 15 05/02/23 13:52 Juvenile - Complaint 2023036469 Juvenile - Complaint WP23010230 911 05/06/23 12:49 Juvenile - Complaint 2023037894 Juvenile - Complaint WP23010671 Phone 05/08/23 18:45 Juvenile - Complaint 2023038748 Juvenile - Complaint WP23010932 Phone 05/08/23 20:14 Juvenile - Complaint 2023038772 Juvenile - Complaint WP23010939 Phone 05/10/23 16:31 Juvenile - Complaint 2023039325 Domestic Disturbance WP23011113 Phone 05/11/23 08:10 Juvenile - Complaint 2023039503 Juvenile - Complaint WSRO23011164 05/11/23 17:49 Juvenile - Complaint 2023039750 Juvenile - Complaint WP23011242 Phone 05/12/23 20:09 Juvenile - Complaint 2023040168 Juvenile - Complaint WP23011352 Phone 05/19/23 18:29 Juvenile - Complaint 2023042670 Juvenile - Complaint WP23012064 Phone 05/21/23 15:26 Juvenile - Complaint 2023043349 Juvenile - Complaint WP23012261 Phone 05/24/23 08:03 Juvenile - Complaint 2023044229 Juvenile - Complaint WSRO230125Wone 05/24/23 19:36 Juvenile - Complaint 2023044469 Juvenile - Complaint WP23012593 Phone 05/26/23 23:06 Juvenile - Complaint 2023045313 Juvenile - Complaint WP23012849 Phone 05/27/23 19:23 Juvenile - Complaint 2023045637 Juvenile - Complaint WP23012934 Phone 05/31/23 20:28 Juvenile - Complaint 2023047186 Juvenile - Complaint WP23013371 Phone Juvenile - Runaway Total: 1 05/26/23 20:16 Juvenile - Runaway 2023045248 Juvenile - Runaway WP23012827 911 Lift Assist Total: 4 Page 12 of 35 Incident Start Date/Time Initial Call CFS # Final Incident 05/08/23 14:06 Lift Assist 2023038614 Property 05/27/23 19:33 Lift Assist 2023045643 Property 05/31/2314:11 Lift Assist 2023047015 Property 05/31/23 15:43 Lift Assist 2023047054 Property Littering Total: 1 Lost - Found Property 05/20/2318:53 Littering 2023043038 Littering Lock Out - Lock In Total: 3 Lost - Found Property 05/14/23 14:04 Lock Out - Lock In 2023040738 Lock Out - Lock In 05/19/23 14:02 Lock Out - Lock In 2023042565 Lock Out - Lock In 05/22/23 05:52 Lock Out - Lock In 2023043522 Lock Out - Lock In Lost - Found Property Total: 8 05/09/23 12:49 Lost - Found Property 2023038936 Lost - Found Property 05/09/23 13:03 Lost - Found Property 2023038941 Lost - Found Property 05/09/23 13:49 Lost - Found Property 2023038959 Lost - Found Property 05/20/23 15:39 Lost - Found Property 2023042981 Lost - Found Property 05/22/23 01:36 Lost - Found Property 2023043511 Lost - Found Property 05/24/23 17:43 Lost - Found Property 2023044426 Lost - Found Property 05/25/23 20:19 Lost - Found Property 2023044829 Lost - Found Property 05/26/23 16:03 Lost - Found Property 2023045111 Lost - Found Property Case Number How Reported 911 WP23012163 Phone WP23011493 Phone WP23012020 WP23012307 Phone WP23010999 WP23011002 WP23011007 WP23012146 911 WP23012303 WP23012580 WP23012714 WP23012790 Marine Incident - Boat and Water Total: 1 05/30/23 15:28 Marine Incident - Boat 2023046635 Marine Incident - Boat and WREC23013210311 Medical - Abdominal Pain Total: 7 05/07/23 08:27 Medical - Abdominal 2023038154 911 05/11/23 03:33 Medical - Abdominal 2023039474 911 05/12/23 11:39 Medical - Abdominal 2023039975 Phone 05/14/23 21:51 Medical - Abdominal 2023040917 911 05/15/23 19:53 Medical - Abdominal 2023041248 Phone 05/17/23 06:22 Medical - Abdominal 2023041687 911 05/30/23 12:28 Medical - Abdominal 2023046564 911 Medical - Allergies - Stings Total: 1 05/22/23 11:32 Medical - Allergies - 2023043614 Phone Medical - Back Pain Total: 1 05/05/23 01:15 Medical - Back Pain 2023037343 911 Medical - Bleeding - Lacerations Total: 3 05/08/23 06:38 Medical - Bleeding - 2023038456 911 05/15/23 17:35 Medical - Bleeding - 2023041204 911 05/16/23 16:12 Medical - Bleeding - 2023041518 911 Medical - Breathing Problems Total: 9 05/02/23 06:22 Medical - Breathing 2023036355 911 05/03/23 05:27 Medical - Breathing 2023036666 911 05/07/23 03:36 Medical - Breathing 2023038129 Medical - Breathing Problems WP23010746 911 Page 13 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/07/23 21:52 Medical - Breathing 2023038417 911 05/08/23 05:56 Medical - Breathing 2023038448 911 05/08/23 19:52 Medical - Breathing 2023038766 911 05/10/23 19:28 Medical - Breathing 2023039391 911 05/27/23 07:37 Medical - Breathing 2023045368 911 05/29/23 08:14 Medical - Breathing 2023046111 911 Medical - Carbon Monoxide Inhalation Total: 2 2023042537 05/02/23 15:22 Medical - Carbon 2023036496 911 05/23/23 22:26 Medical - Carbon 2023044169 911 Medical - Chest Pain Total: 1 2023044281 911 05/03/23 08:31 Medical - Chest Pain 2023036703 911 Medical - Diabetic Total: 2 05/27/23 18:58 Medical - Fall Under 6 05/10/23 17:56 Medical - Diabetic 2023039356 911 05/27/23 10:40 Medical - Diabetic 2023045418 911 Medical - Electrocution Total: 1 2023046434 05/22/23 12:58 Medical - Electrocution 2023043647 Medical - Electrocution WSR02301234M11 Medical - Fall Under 6 Feet Total: 12 05/01/23 02:19 Medical - Fall Under 6 2023036006 911 05/01/23 21:17 Medical - Fall Under 6 2023036316 911 05/02/23 13:35 Medical - Fall Under 6 2023036463 Phone 05/14/23 13:26 Medical - Fall Under 6 2023040723 911 05/15/23 13:55 Medical - Fall Under 6 2023041096 911 05/19/23 12:48 Medical - Fall Under 6 2023042537 911 05/23/23 08:02 Medical - Fall Under 6 2023043879 Phone 05/24/23 10:34 Medical - Fall Under 6 2023044281 911 05/24/23 12:10 Medical - Fall Under 6 2023044313 911 05/27/23 18:58 Medical - Fall Under 6 2023045628 911 05/28/23 07:37 Medical - Fall Under 6 2023045779 Phone 05/30/23 04:42 Medical - Fall Under 6 2023046434 911 Medical - Heart Problems Total: 1 05/30/23 17:57 Medical - Heart 2023046712 911 Medical - Non Emergency Transport Total: 2 05/21/23 14:18 Medical - Non 2023043310 911 05/22/23 17:12 Medical - Non 2023043742 911 Medical - Psychiatric - Behavioral Total: 12 05/03/23 19:10 Medical - Psychiatric - 2023036921 Medical - Psychiatric - WP23010362 911 05/04/23 14:55 Medical - Psychiatric - 2023037158 Medical - Psychiatric - WP23010438 911 05/08/23 11:31 Medical - Psychiatric - 2023038551 Medical - Psychiatric - WP23010868 911 05/09/23 16:55 Medical - Psychiatric - 2023039018 Court Order Violation WP23011035 911 05/10/23 11:06 Medical - Psychiatric - 2023039202 Medical - Psychiatric - WP23011078 Phone 05/10/23 19:59 Medical - Psychiatric - 2023039401 Medical - Psychiatric - WP23011133 911 05/11/23 14:49 Medical - Psychiatric - 2023039659 Medical - Psychiatric - WP23011206 911 Page 14 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/11/23 20:48 Medical - Psychiatric - 2023039814 Medical - Psychiatric - WP23011254 911 05/12/23 17:44 Medical - Psychiatric - 2023040119 Medical - Psychiatric - WP23011333 911 05/19/23 22:02 Medical - Psychiatric - 2023042731 Medical - Psychiatric - WP23012080 911 05/21/23 21:59 Medical - Psychiatric - 2023043485 Medical - Psychiatric - WP23012297 Officer 05/24/23 23:49 Medical - Psychiatric - 2023044531 Medical - Psychiatric - WP23012614 Phone Medical - Seizure Total: 7 05/04/23 19:08 Medical - Seizure 2023037269 911 05/10/23 18:11 Medical - Seizure 2023039364 911 05/13/23 19:01 Medical - Seizure 2023040520 911 05/14/23 01:11 Medical - Seizure 2023040612 Medical - Seizure WP23011459 911 05/16/23 13:42 Medical - Seizure 2023041443 911 05/21/23 12:44 Medical - Seizure 2023043280 911 05/22/23 12:43 Medical - Seizure 2023043641 911 Medical - Sick Total: 17 05/01/23 07:17 Medical - Sick 2023036031 911 05/05/23 18:09 Medical - Sick 2023037626 911 05/06/23 00:15 Medical - Sick 2023037757 911 05/06/23 01:08 Medical - Sick 2023037764 911 05/06/23 20:48 Medical - Sick 2023038054 911 05/08/23 17:39 Medical - Sick 2023038713 911 05/11/23 16:54 Medical - Sick 2023039728 911 05/13/23 09:03 Medical - Sick 2023040335 911 05/13/23 18:36 Medical - Sick 2023040512 911 05/14/23 18:47 Medical - Sick 2023040846 911 05/14/23 19:44 Medical - Sick 2023040869 911 05/18/23 02:14 Medical - Sick 2023042036 911 05/18/23 08:14 Medical - Sick 2023042080 911 05/21/23 20:34 Medical - Sick 2023043463 911 05/22/23 04:27 Medical - Sick 2023043518 911 05/23/23 08:21 Medical - Sick 2023043882 911 05/25/23 10:34 Medical - Sick 2023044611 911 Medical - Sick; Medical - Breathing Problems Total: 1 05/25/23 03:06 Medical - Sick; Medical 2023044548 911 Medical - Stroke Total: 2 05/17/23 15:14 Medical - Stroke 2023041846 911 05/29/23 17:39 Medical - Stroke 2023046294 911 Medical - Trauma Total: 4 05/01/23 10:55 Medical - Trauma 2023036101 911 05/18/23 09:26 Medical - Trauma 2023042096 911 05/31/23 06:52 Medical - Trauma 2023046861 Medical - Trauma WP23013270 911 05/31/23 09:19 Medical - Trauma 2023046896 911 Medical - Unconscious - Fainting Total: 6 05/12/23 19:33 Medical - Unconscious - 2023040156 911 Page 15 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/16/23 22:26 Medical - Unconscious - 2023041644 05/18/23 18:49 Medical - Unconscious - 2023042325 05/18/23 19:51 Medical - Unconscious - 2023042362 05/30/23 11:06 Medical - Unconscious - 2023046537 05/31/23 19:56 Medical - Unconscious - 2023047168 Motorist Aid Total: 7 Medical - Unconscious - WP23011757 911 911 911 911 911 05/04/23 12:32 Motorist Aid 2023037107 Officer 05/08/23 16:40 Motorist Aid 2023038685 Phone 05/10/23 18:37 Motorist Aid 2023039377 Phone 05/11/23 12:07 Motorist Aid 2023039594 Phone 05/18/23 21:37 Motorist Aid 2023042399 Phone 05/19/23 10:07 Motorist Aid 2023042499 Phone 05/26/23 14:16 Motorist Aid 2023045064 Phone MVA - Car Deer Total: 1 05/31/23 16:46 MVA - Hit & Run 05/26/23 08:14 MVA - Car Deer 2023044940 MVA - Car Deer WP23012743 Phone MVA - Hit & Run Total: 7 05/03/23 10:21 MVA - Hit & Run 2023036733 MVA - Hit & Run WP23010306 05/07/23 21:34 MVA - Hit & Run 2023038415 MVA - Hit & Run WP23010831 05/14/23 07:06 MVA - Hit & Run 2023040632 MVA - Hit & Run WP23011463 05/14/23 11:10 MVA - Hit & Run 2023040682 MVA - Hit & Run WP23011480 911 05/17/23 16:49 MVA - Hit & Run 2023041885 MVA - Hit & Run WP23011831 05/21/23 12:28 MVA - Hit & Run 2023043269 MVA - Hit & Run WP23012240 05/31/23 16:46 MVA - Hit & Run 2023047095 MVA - Hit & Run WP23013339 MVA - Injuries Total: 3 MVA - No Injuries 2023040390 MVA - No Injuries 05/17/23 17:54 MVA - Injuries 2023041908 MVA - Injuries WP23011841 05/24/23 16:20 MVA - Injuries 2023044395 MVA - No Injuries WP23012570 911 05/30/23 17:26 MVA - Injuries 2023046699 MVA - Injuries WP23013229 911 MVA - No Injuries Total: 21 05/01/23 17:15 MVA - No Injuries 2023036242 DUI - MVA WP23010170 911 05/08/23 17:31 MVA - No Injuries 2023038708 MVA - No Injuries WP23010922 05/10/23 07:19 MVA - No Injuries 2023039126 MVA - No Injuries WP23011060 911 05/10/23 09:38 MVA - No Injuries 2023039163 MVA - No Injuries WSRO23011066 05/10/23 15:53 MVA - No Injuries 2023039307 MVA - No Injuries WP23011107 911 05/11/23 18:10 MVA - No Injuries 2023039758 MVA - No Injuries WP23011244 911 05/13/23 12:13 MVA - No Injuries 2023040390 MVA - No Injuries WP23011400 911 05/14/23 13:09 MVA - No Injuries 2023040710 05/16/23 13:23 MVA - No Injuries 2023041435 MVA - No Injuries WP23011702 05/16/23 14:14 MVA - No Injuries 2023041458 MVA - No Injuries WP23011709 911 05/17/23 13:19 MVA - No Injuries 2023041794 MVA - No Injuries WP23011803 Phone 05/17/23 14:52 MVA - No Injuries 2023041839 MVA - No Injuries WP23011816 05/19/23 13:05 MVA - No Injuries 2023042546 MVA - Injuries WP23012009 911 05/19/23 14:57 MVA - No Injuries 2023042595 MVA - No Injuries WP23012041 05/19/23 18:30 MVA - No Injuries 2023042671 MVA - No Injuries WP23012067 05/25/23 11:26 MVA - No Injuries 2023044628 MVA - No Injuries WP23012651 911 Page 16 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/28/23 10:33 MVA - No Injuries 2023045817 MVA - No Injuries WP23012982 911 05/30/23 07:20 MVA - No Injuries 2023046454 MVA - No Injuries WP23013161 911 05/30/23 10:29 MVA - No Injuries 2023046520 MVA - Hit & Run WSR023013182 Ordinance Violation 05/30/23 11:02 MVA - No Injuries 2023046535 Agency Assist WP23013186 911 05/30/23 16:43 MVA - No Injuries 2023046676 MVA - No Injuries WP23013221 911 Neighborhood Dispute Total: 3 05/01/23 00:17 Neighborhood Dispute 2023035996 Neighborhood Dispute WP23010111 05/21/23 19:39 Neighborhood Dispute 2023043450 Neighborhood Dispute WP23012289 05/25/23 14:21 Neighborhood Dispute 2023044686 Neighborhood Dispute WP23012675 Noise Total: 3 2023042479 Ordinance Violation WP23011990 05/26/23 15:10 Ordinance Violation 2023045087 05/06/23 22:24 Noise 05/27/23 23:21 2023038082 Noise Ordinance Violation WP23010729 05/13/23 00:13 Noise 2023040260 Noise 05/04/23 13:57 Phone Call WP23011374 05/20/23 22:52 Noise Other 2023043123 Noise WP23012192 Noise; Animal - Barking Dog Total: 1 05/27/23 20:19 Noise; Animal - Barking 2023045664 Off -Road Vehicle Complaint Total: 2 05/07/23 17:52 Off -Road Vehicle 2023038346 05/28/23 09:47 Off -Road Vehicle 2023045800 Ordinance Violation Total: 7 Noise WP23012942 Off -Road Vehicle Complaint WP23010808 Phone Off -Road Vehicle Complaint WP23012979 Phone 05/04/23 13:14 Ordinance Violation 2023037121 Ordinance Violation WPRK23010427 05/09/23 10:31 Ordinance Violation 2023038885 Ordinance Violation WP23010983 05/15/23 19:24 Ordinance Violation 2023041243 Ordinance Violation WP23011642 05/18/23 15:28 Ordinance Violation 2023042236 Ordinance Violation WP23011929 05/19/23 08:07 Ordinance Violation 2023042479 Ordinance Violation WP23011990 05/26/23 15:10 Ordinance Violation 2023045087 Ordinance Violation WP23012782 05/27/23 23:21 Ordinance Violation 2023045725 Ordinance Violation WPRK23012959 Parking Total: 7 05/05/23 22:24 Parking 2023037734 Parking WP23010621 05/08/2317:55 Parking 2023038725 Parking WP23010926 05/12/23 08:53 Parking 2023039924 Parking WP23011285 05/12/2310:54 Parking 2023039962 Parking WP23011290 05/15/2316:50 Parking 2023041179 Parking WP23011624 911 05/27/2319:34 Parking 2023045645 Parking WP23012938 Phone 05/28/2310:34 Parking 2023045818 Parking WP23012983 Phone Call Total: 3 05/04/23 13:57 Phone Call 2023037135 Other 05/14/23 10:19 Phone Call 2023040662 911 05/22/23 15:51 Phone Call 2023043711 Other Probation Check Total: 5 05/01/23 10:34 Probation Check 2023036093 05/12/23 13:11 Probation Check 2023040022 Officer 05/12/23 13:19 Probation Check 2023040027 Officer Page 17 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/16/23 14:28 Probation Check 2023041463 Officer 05/16/23 14:56 Probation Check 2023041478 Officer Prowler Total: 2 05/16/23 22:09 Prowler 2023041641 Prowler WP23011752 911 05/16/23 23:26 Prowler 2023041657 Prowler WP23011755 911 Public Disturbance Total: 1 05/26/23 22:03 Public Disturbance 2023045291 Public Disturbance WP23012839 911 Public Works - Utilities Total: 4 05/18/23 18:10 Public Works - Utilities 2023042309 Phone 05/24/23 11:59 Public Works - Utilities 2023044309 Phone 05/30/23 16:34 Public Works - Utilities 2023046670 Public Works - Utilities WP23013219 911 05/30/23 18:25 Public Works - Utilities 2023046727 Public Works - Utilities WP23013236 Phone Repossession Total: 5 05/14/2313:25 Repossession 2023040722 Phone 05/17/2318:56 Repossession 2023041937 Text 05/19/23 20:47 Repossession 2023042714 Phone 05/24/23 22:50 Repossession 2023044513 Phone 05/26/2315:35 Repossession 2023045098 Phone Residential Fire Alarm Total: 4 WSIU23010409 05/16/23 18:36 Residential Fire Alarm 2023041584 Phone 05/27/23 23:20 Residential Fire Alarm 2023045724 Phone 05/29/23 02:32 Residential Fire Alarm 2023046091 911 05/29/23 09:16 Residential Fire Alarm 2023046119 911 Residential General Alarm Total: 5 05/04/23 08:38 Residential General 2023037053 Phone 05/15/23 14:48 Residential General 2023041116 Text 05/18/23 07:06 Residential General 2023042060 Phone 05/24/23 12:03 Residential General 2023044311 Phone 05/31/23 09:51 Residential General 2023046904 Phone Residential Medical Alarm Total: 6 05/03/23 01:33 Residential Medical 2023036651 Phone 05/16/23 15:45 Residential Medical 2023041502 Phone 05/18/23 23:05 Residential Medical 2023042421 Phone 05/19/23 22:46 Residential Medical 2023042745 Phone 05/24/23 10:20 Residential Medical 2023044274 Phone 05/28/23 16:38 Residential Medical 2023045937 Phone Search Warrant Total: 1 05/04/23 09:24 Search Warrant 2023037072 Search Warrant WSIU23010409 SIA Area Watch Total: 28 05/01/23 00:49 SIA Area Watch 2023035998 05/01/23 08:33 SIA Area Watch 2023036051 Page 18 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/03/23 04:38 SIA Area Watch 2023036664 05/03/23 23:38 SIA Area Watch 2023036992 05/04/23 02:22 SIA Area Watch 2023037008 05/04/23 02:28 SIA Area Watch 2023037009 05/04/23 02:31 SIA Area Watch 2023037010 05/04/23 20:15 SIA Area Watch 2023037287 05/04/23 22:12 SIA Area Watch 2023037330 05/06/23 08:07 SIA Area Watch 2023037796 05/08/23 02:25 SIA Area Watch 2023038435 05/12/23 01:52 SIA Area Watch 2023039876 05/15/23 04:14 SIA Area Watch 2023040968 05/15/23 23:17 SIA Area Watch 2023041294 05/17/23 14:10 SIA Area Watch 2023041814 05/17/23 23:47 SIA Area Watch 2023042019 05/18/23 00:36 SIA Area Watch 2023042025 05/18/23 00:48 SIA Area Watch 2023042026 05/18/23 01:16 SIA Area Watch 2023042028 05/19/23 05:08 SIA Area Watch 2023042460 05/23/2310:04 SIA Area Watch 2023043916 05/24/23 20:37 SIA Area Watch 2023044486 05/28/2310:09 SIA Area Watch 2023045809 05/29/23 07:14 SIA Area Watch 2023046106 05/29/23 23:18 SIA Area Watch 2023046408 05/30/23 06:40 SIA Area Watch 2023046442 05/30/2314:37 SIA Area Watch 2023046612 05/31/23 23:37 SIA Area Watch 2023047240 SIA Business Walk Through Total: 35 05/01/2311:38 SIA Business Walk 2023036118 05/03/2311:08 SIA Business Walk 2023036747 05/03/23 13:49 SIA Business Walk 2023036791 05/03/23 15:45 SIA Business Walk 2023036842 05/04/23 05:07 SIA Business Walk 2023037019 05/04/23 19:49 SIA Business Walk 2023037280 05/06/2311:24 SIA Business Walk 2023037860 05/07/23 10:09 SIA Business Walk 2023038174 05/10/23 11:36 SIA Business Walk 2023039212 05/10/23 19:45 SIA Business Walk 2023039398 05/12/23 07:50 SIA Business Walk 2023039910 05/12/23 13:35 SIA Business Walk 2023040034 05/13/23 19:08 SIA Business Walk 2023040522 05/14/23 10:53 SIA Business Walk 2023040673 05/14/23 11:18 SIA Business Walk 2023040686 05/16/23 13:15 SIA Business Walk 2023041430 05/17/23 11:34 SIA Business Walk 2023041766 05/17/23 12:42 SIA Business Walk 2023041782 05/18/23 11:45 SIA Business Walk 2023042152 Page 19 of 35 Incident Start Date/Time SIA Initial Call CFS # 05/20/23 13:15 SIA Business Walk 2023042926 05/21/23 09:18 SIA Business Walk 2023043216 05/21/23 23:51 SIA Business Walk 2023043501 05/22/23 12:43 SIA Business Walk 2023043640 05/24/23 21:18 SIA Business Walk 2023044500 05/25/23 00:10 SIA Business Walk 2023044532 05/26/23 01:27 SIA Business Walk 2023044902 05/27/23 16:12 SIA Business Walk 2023045551 05/28/23 09:49 SIA Business Walk 2023045801 05/28/23 11:54 SIA Business Walk 2023045838 05/28/23 14:03 SIA Business Walk 2023045878 05/29/23 12:22 SIA Business Walk 2023046181 05/30/23 09:02 SIA Business Walk 2023046486 05/30/23 11:22 SIA Business Walk 2023046541 05/30/2311:39 SIA Business Walk 2023046548 05/31/23 15:24 SIA Business Walk 2023047040 SIA City Council - City Hall Total: 3 05/08/23 17:29 SIA City Council - City 2023038706 05/18/23 09:11 SIA City Council - City 2023042094 05/22/23 17:30 SIA City Council - City 2023043749 SIA Community Engagement Total: 3 05/06/23 10:13 SIA Community 2023037832 05/18/23 07:04 SIA Community 2023042058 05/18/23 18:17 SIA Community 2023042311 SIA Community Presentation Total: 1 05/11/23 13:36 SIA Community 2023039637 SIA Foot Patrol Total: 8 05/03/23 12:25 SIA Foot Patrol 2023036766 05/10/23 15:00 SIA Foot Patrol 2023039279 05/14/23 10:17 SIA Foot Patrol 2023040661 05/17/23 14:04 SIA Foot Patrol 2023041812 05/18/23 14:30 SIA Foot Patrol 2023042213 05/26/23 14:49 SIA Foot Patrol 2023045076 05/27/23 11:49 SIA Foot Patrol 2023045438 05/31/23 15:38 SIA Foot Patrol 2023047049 SIA House Check Total: 2 05/18/23 15:50 SIA House Check 2023042254 05/27/23 15:37 SIA House Check 2023045534 SIA Other Total: 2 05/07/23 01:12 SIA Other 2023038111 05/11/2310:03 SIA Other 2023039545 SIA Parks Total: 43 Final Incident Case Number How Reported Officer Officer Officer Page 20 of 35 Incident Start Date/Time Initial Call CFS # 05/01/23 00:55 SIA Parks 2023035999 05/04/23 00:12 SIA Parks 2023036998 05/04/23 00:35 SIA Parks 2023037001 05/04/23 00:42 SIA Parks 2023037003 05/04/23 00:50 SIA Parks 2023037004 05/04/23 04:14 SIA Parks 2023037017 05/04/2313:11 SIA Parks 2023037120 05/05/23 22:09 SIA Parks 2023037730 05/06/2311:51 SIA Parks 2023037879 05/06/2317:46 SIA Parks 2023037999 05/06/23 20:12 SIA Parks 2023038042 05/06/23 22:12 SIA Parks 2023038076 05/07/23 10:07 SIA Parks 2023038173 05/10/23 14:38 SIA Parks 2023039271 05/11/23 09:33 SIA Parks 2023039532 05/12/23 19:48 SIA Parks 2023040161 05/13/23 00:03 SIA Parks 2023040255 05/13/2312:06 SIA Parks 2023040388 05/13/23 16:16 SIA Parks 2023040466 05/13/23 22:10 SIA Parks 2023040581 05/14/23 09:53 SIA Parks 2023040657 05/16/2310:22 SIA Parks 2023041376 05/17/23 19:19 SIA Parks 2023041950 05/18/23 02:08 SIA Parks 2023042035 05/19/23 13:05 SIA Parks 2023042544 05/20/2310:28 SIA Parks 2023042851 05/21/23 08:47 SIA Parks 2023043206 05/21/23 23:04 SIA Parks 2023043495 05/24/23 11:19 SIA Parks 2023044290 05/25/23 02:54 SIA Parks 2023044547 05/26/23 01:23 SIA Parks 2023044901 05/26/23 04:08 SIA Parks 2023044914 05/26/2319:46 SIA Parks 2023045231 05/26/23 21:44 SIA Parks 2023045285 05/27/23 00:36 SIA Parks 2023045334 05/27/23 12:11 SIA Parks 2023045447 05/27/23 15:05 SIA Parks 2023045514 05/27/23 18:47 SIA Parks 2023045622 05/27/23 23:16 SIA Parks 2023045721 05/28/23 10:07 SIA Parks 2023045808 05/29/23 03:31 SIA Parks 2023046094 05/29/23 10:48 SIA Parks 2023046153 05/31/23 00:06 SIA Parks 2023046824 SIA Water Patrol Total: 1 05/12/23 16:03 SIA Water Patrol 2023040085 Final Incident Case Number How Reported Juvenile - Party WP23010620 Officer Page 21 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported Sign - Signal Repair Total: 4 05/05/23 07:47 Sign - Signal Repair 2023037376 05/07/23 02:05 Sign - Signal Repair 2023038119 05/26/23 21:58 Sign - Signal Repair 2023045288 05/31/23 05:16 Sign - Signal Repair 2023046847 Soliciting Total: 1 05/24/2316:58 Soliciting 2023044407 Stolen - Property Total: 2 05/02/23 13:40 Stolen - Property 2023036464 05/05/23 16:18 Stolen - Property 2023037579 Stolen - Vehicle Total: 2 05/05/23 20:56 Stolen - Vehicle 2023037708 05/17/23 13:35 Stolen - Vehicle 2023041802 Surveillance Total: 4 05/04/23 09:09 Surveillance 2023037064 05/22/23 09:04 Surveillance 2023043566 05/23/2310:16 Surveillance 2023043924 05/31/2319:08 Surveillance 2023047146 Suspicious - Circumstances Total: 25 05/02/23 05:33 Suspicious - 2023036351 05/02/23 12:58 Suspicious - 2023036451 05/03/23 11:55 Suspicious - 2023036757 05/05/23 03:30 Suspicious - 2023037352 05/06/23 18:25 Suspicious - 2023038009 05/11/23 09:37 Suspicious - 2023039536 05/13/23 07:55 Suspicious - 2023040311 05/13/23 12:23 Suspicious - 2023040394 05/14/23 07:43 Suspicious - 2023040636 05/14/23 08:37 Suspicious - 2023040641 05/14/23 10:36 Suspicious - 2023040665 05/14/23 13:30 Suspicious - 2023040726 05/14/23 14:22 Suspicious - 2023040746 05/16/23 12:10 Suspicious - 2023041409 05/17/23 18:00 Suspicious - 2023041913 05/18/23 13:09 Suspicious - 2023042186 05/19/23 23:55 Suspicious - 2023042765 05/22/23 05:54 Suspicious - 2023043523 05/22/23 16:20 Suspicious - 2023043724 05/27/23 20:02 Suspicious - 2023045655 05/27/23 23:32 Suspicious - 2023045729 05/28/23 15:04 Suspicious - 2023045899 05/30/23 10:08 Suspicious - 2023046508 05/30/23 17:12 Suspicious - 2023046692 Soliciting Lost - Found Property Stolen - Property Phone Phone 911 Phone WP23012573 Phone WP23010225 Phone WP23010573 Phone Suspicious -Circumstances WP23010610 911 911 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 - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Suspicious - Circumstances Neighborhood Dispute Suspicious - Circumstances WP23010201 911 WP23010223 Phone WP23010311 Phone WP23010509 911 WP23010709 911 WP23011173 Phone WP23011385 Phone WP23011402 911 WP23011464 Phone WP23011466 Phone WP23011473 Phone 911 WP23011500 Phone WP23011695 Phone WP23011844 911 WP23011910 Phone WP23012095 Phone WP23012308 Phone WP23012370 911 WP23012940 911 WP23012960 Phone WP23013009 Phone WP23013178 Phone WP23013228 Phone Page 22 of 35 Incident Start Date/Time Initial Call CFS # 05/31/23 18:23 Suspicious - 2023047131 Suspicious - Item Total: 2 05/15/23 15:18 Suspicious - Item 2023041132 05/24/23 17:27 Suspicious - Item 2023044422 Suspicious - Person - Vehicle Total: 33 Final Incident Case Number How Reported Suspicious - Circumstances WP23013352 Phone Suspicious - Item WP23011611 Phone Suspicious - Item WP23012577 911 05/01/23 06:46 Suspicious - Person - 2023036026 Suspicious - Person - Vehicle WP23010118 911 05/01/23 21:56 Suspicious - Person - 2023036322 Suspicious - Person - Vehicle WP23010195 911 05/01/23 23:09 Suspicious - Person - 2023036331 Suspicious - Person - Vehicle WP23010196 911 05/02/23 16:11 Suspicious - Person - 2023036512 Suspicious - Person - Vehicle WP23010247 911 05/02/23 17:00 Suspicious - Person - 2023036531 Suspicious - Person - Vehicle WP23010250 Phone 05/03/23 19:40 Suspicious - Person - 2023036935 Suspicious - Person - Vehicle WP23010369 Phone 05/04/23 16:40 Suspicious - Person - 2023037202 Trespass WP23010452 911 05/05/23 02:14 Suspicious - Person - 2023037349 Suspicious - Person - Vehicle WP23010506 Phone 05/05/23 16:51 Suspicious - Person - 2023037594 Suspicious - Person - Vehicle WP23010575 Phone 05/06/23 03:15 Suspicious - Person - 2023037774 Suspicious - Person - Vehicle WP23010632 Officer 05/06/23 10:45 Suspicious - Person - 2023037847 Suspicious - Person - Vehicle WP23010654 Phone 05/07/23 00:52 Suspicious - Person - 2023038109 Suspicious - Person - Vehicle WP23010739 Phone 05/07/23 23:08 Suspicious - Person - 2023038426 Suspicious - Person - Vehicle WP23010835 Phone 05/08/23 15:14 Suspicious - Person - 2023038653 Suspicious - Person - Vehicle WP23010906 Phone 05/12/23 16:50 Suspicious - Person - 2023040101 Suspicious - Person - Vehicle WP23011330 Phone 05/12/23 19:23 Suspicious - Person - 2023040150 Suspicious - Person - Vehicle WP23011348 Phone 05/13/23 23:53 Suspicious - Person - 2023040597 Suspicious - Circumstances WP23011449 Officer 05/14/23 19:21 Suspicious - Person - 2023040858 Agency Assist WP23011525 Officer 05/15/23 09:13 Suspicious - Person - 2023041020 Suspicious - Person - Vehicle WP23011568 Phone 05/16/23 15:53 Suspicious - Person - 2023041506 Traffic - Complaint WP23011720 Phone 05/19/23 00:19 Suspicious - Person - 2023042436 Suspicious - Person - Vehicle WP23011977 Phone 05/19/23 01:47 Suspicious - Person - 2023042446 Suspicious - Person - Vehicle WP23011979 911 05/20/23 07:58 Suspicious - Person - 2023042813 Suspicious - Person - Vehicle WP23012109 Phone 05/20/23 17:59 Suspicious - Person - 2023043023 Suspicious - Person - Vehicle WP23012159 Phone 05/22/23 12:00 Suspicious - Person - 2023043621 Suspicious - Person - Vehicle WP23012340 Phone 05/22/23 19:37 Suspicious - Person - 2023043802 Check Welfare WP23012396 Phone 05/23/23 02:23 Suspicious - Person - 2023043857 Suspicious - Person - Vehicle WP23012415 Phone 05/24/23 22:55 Suspicious - Person - 2023044516 Suspicious - Person - Vehicle WP23012610 Phone 05/25/23 00:28 Suspicious - Person - 2023044534 Suspicious - Person - Vehicle WP23012615 Officer 05/26/23 02:54 Suspicious - Person - 2023044912 Suspicious - Person - Vehicle WP23012735 Phone 05/26/23 22:59 Suspicious - Person - 2023045311 Suspicious - Person - Vehicle WP23012847 Phone 05/28/23 19:34 Suspicious - Person - 2023046006 Suspicious - Person - Vehicle WP23013038 911 05/30/23 15:13 Suspicious - Person - 2023046627 Suspicious - Person - Vehicle WP23013210 Phone Theft Total: 11 05/02/23 22:32 Theft 2023036629 Suspicious - Circumstances WP23010274 911 05/04/23 12:50 Theft 2023037114 Citizen Aid WP23010425 Phone 05/06/2316:36 Theft 2023037972 Theft WP23010696 Phone 05/07/2318:21 Theft 2023038357 Theft WP23010814 911 05/13/23 01:21 Theft 2023040275 Theft WP23011377 Phone 05/13/2317:38 Theft 2023040492 Theft WP23011424 Phone Page 23 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/21/2316:27 Theft 2023043372 Theft WP23012267 Phone 05/26/2318:49 Theft 2023045208 Theft WP23012817 911 05/27/23 08:52 Theft 2023045386 Theft WP23012871 Phone 05/27/2310:03 Theft 2023045407 Theft WP23012874 Phone 05/31/2310:36 Theft 2023046919 Theft WP23013289 Phone Theft - From Vehicle Total: 2 Suspicious - Person - Vehicle WP23012911 911 2023046168 05/08/23 10:59 Theft - From Vehicle 2023038537 Theft - From Vehicle WP23010862 Phone 05/12/23 00:14 Theft - From Vehicle 2023039861 Theft - From Vehicle WP23011268 911 Theft - Gas Drive Off Total: 1 05/25/23 12:59 Theft - Gas Drive Off 2023044660 Theft - Shoplifting Total: 12 05/02/23 14:55 Theft - Shoplifting 05/04/23 12:22 Theft - Shoplifting 05/04/23 19:07 Theft - Shoplifting 05/11/23 19:18 Theft - Shoplifting 05/12/23 11:48 Theft - Shoplifting 05/18/23 19:05 Theft - Shoplifting 05/21/23 12:25 Theft - Shoplifting 05/21/23 16:06 Theft - Shoplifting 05/22/23 14:22 Theft - Shoplifting 05/27/23 16:21 Theft - Shoplifting 05/29/23 11:55 Theft - Shoplifting 05/31/23 16:37 Theft - Shoplifting Threats Total: 6 05/03/2310:08 Threats 05/05/23 07:34 Threats 05/20/2313:28 Threats 05/22/23 00:47 Threats 05/24/2314:39 Threats 05/26/23 22:52 Threats Traffic - Complaint Total: 34 05/01/23 13:18 Traffic - Complaint 05/03/23 21:01 Traffic - Complaint 05/04/23 17:11 Traffic - Complaint 05/04/23 20:46 Traffic - Complaint 05/05/23 20:08 Traffic - Complaint 05/06/23 11:35 Traffic - Complaint 05/06/23 14:33 Traffic - Complaint 05/07/23 14:37 Traffic - Complaint 05/08/23 17:49 Traffic - Complaint 05/08/23 20:31 Traffic - Complaint 05/09/23 10:47 Traffic - Complaint 05/13/23 20:12 Traffic - Complaint 05/14/23 18:48 Traffic - Complaint Phone 2023036491 Theft - Shoplifting WP23010242 Phone 2023037102 Civil Complaint WP23010421 Phone 2023037268 Theft - Shoplifting WP23010474 Phone 2023039777 Theft - Shoplifting WP23011247 911 2023039980 Theft - Shoplifting WP23011296 Phone 2023042341 Theft - Shoplifting WP23011952 Phone 2023043266 Theft - Shoplifting WP23012237 911 2023043361 Theft - Shoplifting WP23012263 Phone 2023043669 Theft - Shoplifting WP23012356 Phone 2023045553 Suspicious - Person - Vehicle WP23012911 911 2023046168 Theft - Shoplifting WP23013083 Phone 2023047088 Theft - Shoplifting WP23013337 Phone 2023036730 Disorderly WP23010303 Phone 2023037370 Threats WSR0230105'Fihone 2023042933 Disorderly WP23012134 911 2023043509 Threats WP23012302 911 2023044358 Threats WP23012555 Phone 2023045309 Civil Complaint WP23012846 Phone 2023036155 MVA - No Injuries WP23010140 911 2023036959 Traffic - Complaint WP23010375 911 2023037220 Traffic - Complaint WP23010458 Phone 2023037302 Traffic - Complaint WP23010489 Phone 2023037691 Traffic - Complaint WP23010601 Phone 2023037869 Traffic - Complaint WP23010663 911 2023037933 Traffic - Complaint WP23010687 911 2023038248 Traffic - Complaint WP23010785 911 2023038719 Traffic - Complaint WP23010924 911 2023038774 Traffic - Complaint WP23010943 911 2023038891 Traffic - Complaint WP23010985 Phone 2023040543 Traffic - Complaint WP23011438 911 2023040847 Traffic - Complaint WP23011523 911 Page 24 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/15/23 22:33 Traffic - Complaint 2023041288 Traffic - Complaint WP23011656 911 05/17/23 17:51 Traffic - Complaint 2023041906 Traffic - Complaint WP23011840 911 05/17/23 18:10 Traffic - Complaint 2023041920 Traffic - Complaint WP23011846 Phone 05/18/23 01:35 Traffic - Complaint 2023042031 Officer 05/01/23 11:04 911 05/18/23 14:04 Traffic - Complaint 2023042206 Traffic - Complaint WP23011918 911 05/19/23 11:48 Traffic - Complaint 2023042520 Traffic - Complaint WP23012002 911 05/20/23 03:58 Traffic - Complaint 2023042792 Traffic - Complaint WP23012104 Phone 05/20/23 10:09 Traffic - Complaint 2023042845 Traffic - Complaint WP23012120 911 05/21/23 14:59 Traffic - Complaint 2023043335 Traffic - Complaint WP23012257 Phone 05/23/23 17:22 Traffic - Complaint 2023044069 Traffic - Complaint WP23012469 Phone 05/24/23 00:36 Traffic - Complaint 2023044184 Traffic - Complaint WP23012503 Phone 05/24/23 09:31 Traffic - Complaint 2023044259 Traffic - Complaint WP23012525 Phone 05/25/23 16:36 Traffic - Complaint 2023044753 Traffic - Complaint WP23012695 911 05/26/23 02:28 Traffic - Complaint 2023044911 Traffic - Complaint WP23012734 911 05/26/23 20:16 Traffic - Complaint 2023045247 Traffic - Complaint WP23012826 911 05/29/23 17:49 Traffic - Complaint 2023046300 Traffic - Complaint WP23013119 Phone 05/30/23 03:00 Traffic - Complaint 2023046429 Traffic - Complaint WP23013156 911 05/30/23 14:50 Traffic - Complaint 2023046620 911 05/30/23 15:39 Traffic - Complaint 2023046642 Traffic - Complaint WP23013215 Phone 05/31/23 15:47 Traffic - Complaint 2023047057 Traffic - Complaint WP23013330 Phone 05/31/23 21:44 Traffic - Complaint 2023047209 Traffic - Complaint WP23013376 Phone Traffic - Complaint; Noise Total: 1 05/05/23 20:24 Traffic - Complaint; 2023037696 Traffic - Complaint WP23010606 911 Traffic - Hazard Total: 2 05/02/23 11:03 Traffic - Hazard 2023036424 Traffic - Hazard WP23010217 911 05/30/23 18:27 Traffic - Hazard 2023046728 Traffic - Hazard WP23013238 Officer Traffic Stop Total: 431 05/01/23 01:57 Traffic Stop 2023036004 Officer 05/01/23 01:58 Traffic Stop 2023036005 Officer 05/01/23 04:44 Traffic Stop 2023036017 Officer 05/01/23 04:48 Traffic Stop 2023036018 Officer 05/01/23 06:59 Traffic Stop 2023036028 Officer 05/01/23 08:58 Traffic Stop 2023036055 Officer 05/01/23 10:43 Traffic Stop 2023036098 Officer 05/01/23 11:04 Traffic Stop 2023036104 Officer 05/01/23 11:09 Traffic Stop 2023036107 Officer 05/01/23 11:12 Traffic Stop 2023036108 Officer 05/01/23 11:36 Traffic Stop 2023036117 Officer 05/01/23 11:54 Traffic Stop 2023036124 Officer 05/01/23 11:54 Traffic Stop 2023036125 Officer 05/01/23 13:01 Traffic Stop 2023036149 Officer 05/01/23 14:16 Traffic Stop 2023036174 Officer 05/01/23 14:59 Traffic Stop 2023036186 Officer 05/01/23 15:54 Traffic Stop 2023036206 Officer 05/01/23 16:11 Traffic Stop 2023036214 Officer Page 25 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/01/2318:05 Traffic Stop 2023036260 Officer 05/01/23 20:38 Traffic Stop 2023036304 Officer 05/01/23 23:47 Traffic Stop 2023036333 CSC Sex Offense WP23010197 Officer 05/02/23 08:10 Traffic Stop 2023036375 Officer 05/02/23 08:18 Traffic Stop 2023036381 Officer 05/02/23 08:58 Traffic Stop 2023036392 Officer 05/02/23 11:39 Traffic Stop 2023036435 Officer 05/02/2312:09 Traffic Stop 2023036441 Officer 05/02/23 12:12 Traffic Stop 2023036442 Traffic Stop WP23010220 Officer 05/02/2312:20 Traffic Stop 2023036447 Officer 05/02/23 14:16 Traffic Stop 2023036476 Traffic Stop WP23010232 Officer 05/02/23 17:44 Traffic Stop 2023036544 Officer 05/02/2317:51 Traffic Stop 2023036547 Officer 05/02/2318:06 Traffic Stop 2023036553 Officer 05/02/2318:25 Traffic Stop 2023036560 Officer 05/02/2318:38 Traffic Stop 2023036567 Officer 05/02/23 18:43 Traffic Stop 2023036569 Officer 05/02/23 21:11 Traffic Stop 2023036611 Officer 05/02/23 22:08 Traffic Stop 2023036622 Officer 05/03/23 05:22 Traffic Stop 2023036665 Officer 05/03/23 10:12 Traffic Stop 2023036732 Officer 05/03/2317:02 Traffic Stop 2023036870 Traffic Stop WP23010343 Officer 05/03/23 17:15 Traffic Stop 2023036874 Traffic Stop WP23010344 Officer 05/03/23 18:11 Traffic Stop 2023036900 Traffic Stop WP23010356 Officer 05/03/2318:38 Traffic Stop 2023036907 Officer 05/03/23 20:31 Traffic Stop 2023036947 Traffic Stop WP23010373 Officer 05/03/23 21:12 Traffic Stop 2023036961 Officer 05/03/23 21:42 Traffic Stop 2023036971 Officer 05/03/23 22:13 Traffic Stop 2023036978 Officer 05/03/23 22:31 Traffic Stop 2023036982 Traffic Stop WP23010388 Officer 05/04/23 02:14 Traffic Stop 2023037007 Traffic Stop WP23010393 Officer 05/04/23 03:24 Traffic Stop 2023037012 Officer 05/04/23 03:40 Traffic Stop 2023037014 Officer 05/04/23 04:35 Traffic Stop 2023037018 Officer 05/04/23 07:32 Traffic Stop 2023037032 Officer 05/04/23 07:41 Traffic Stop 2023037035 Officer 05/04/23 08:05 Traffic Stop 2023037042 Officer 05/04/23 08:43 Traffic Stop 2023037054 Drugs WSIU2301040EDfficer 05/04/2312:26 Traffic Stop 2023037104 Officer 05/04/2318:00 Traffic Stop 2023037233 Officer 05/04/23 18:19 Traffic Stop 2023037245 Traffic Stop WP23010468 Officer 05/04/2318:41 Traffic Stop 2023037253 05/04/23 21:02 Traffic Stop 2023037312 Officer 05/04/23 21:08 Traffic Stop 2023037314 Traffic Stop WP23010493 Officer 05/04/23 21:22 Traffic Stop 2023037319 Officer 05/04/23 21:26 Traffic Stop 2023037323 Officer 05/04/23 21:39 Traffic Stop 2023037325 Officer Page 26 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/04/23 22:00 Traffic Stop 2023037327 Officer 05/04/23 23:25 Traffic Stop 2023037335 Officer 05/05/23 05:16 Traffic Stop 2023037359 Drugs WP23010510 Officer 05/05/23 06:10 Traffic Stop 2023037363 Officer 05/05/23 10:22 Traffic Stop 2023037431 Officer 05/05/23 11:06 Traffic Stop 2023037447 Officer 05/05/23 11:11 Traffic Stop 2023037451 Traffic Stop WP23010528 Officer 05/05/23 11:40 Traffic Stop 2023037462 Traffic Stop WP23010533 Officer 05/05/23 15:58 Traffic Stop 2023037571 Officer 05/05/23 20:56 Traffic Stop 2023037709 Officer 05/06/23 00:40 Traffic Stop 2023037762 Officer 05/06/23 08:54 Traffic Stop 2023037804 Officer 05/06/23 08:58 Traffic Stop 2023037808 Traffic Stop WP23010644 Officer 05/06/23 09:19 Traffic Stop 2023037813 Officer 05/06/23 09:25 Traffic Stop 2023037815 Traffic Stop WP23010647 Officer 05/06/23 09:50 Traffic Stop 2023037823 Traffic Stop WP23010648 Officer 05/06/23 10:17 Traffic Stop 2023037834 Officer 05/06/2310:29 Traffic Stop 2023037841 Officer 05/06/23 10:41 Traffic Stop 2023037845 Officer 05/06/2311:26 Traffic Stop 2023037861 Officer 05/06/2314:53 Traffic Stop 2023037945 Officer 05/06/23 15:15 Traffic Stop 2023037951 Officer 05/06/2315:24 Traffic Stop 2023037954 Officer 05/06/23 15:48 Traffic Stop 2023037959 Officer 05/06/23 16:11 Traffic Stop 2023037965 Traffic Stop WP23010693 Officer 05/06/2316:35 Traffic Stop 2023037971 Officer 05/06/2317:38 Traffic Stop 2023037996 Officer 05/06/2318:04 Traffic Stop 2023038004 Traffic Stop WP23010707 Officer 05/06/23 20:12 Traffic Stop 2023038041 Traffic Stop WP23010718 Officer 05/06/23 20:19 Traffic Stop 2023038044 Officer 05/06/23 20:46 Traffic Stop 2023038052 Traffic Stop WP23010719 Officer 05/06/23 20:55 Traffic Stop 2023038057 Officer 05/06/23 21:17 Traffic Stop 2023038062 Officer 05/06/23 23:09 Traffic Stop 2023038090 Officer 05/07/23 00:23 Traffic Stop 2023038102 Traffic Stop WP23010737 Officer 05/07/23 00:44 Traffic Stop 2023038108 Officer 05/07/23 11:57 Traffic Stop 2023038200 Traffic Stop WP23010765 Officer 05/07/23 12:07 Traffic Stop 2023038202 Officer 05/07/23 12:27 Traffic Stop 2023038208 Traffic Stop WP23010769 Officer 05/07/23 15:12 Traffic Stop 2023038264 Officer 05/07/23 18:01 Traffic Stop 2023038349 Traffic Stop WP23010811 Officer 05/07/23 18:13 Traffic Stop 2023038354 Officer 05/07/23 18:54 Traffic Stop 2023038369 Officer 05/07/23 19:36 Traffic Stop 2023038387 Officer 05/07/23 20:55 Traffic Stop 2023038405 Officer 05/08/23 09:19 Traffic Stop 2023038495 Officer 05/08/23 09:27 Traffic Stop 2023038497 Officer Page 27 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/08/23 09:48 Traffic Stop 2023038506 Traffic Stop WP23010852 Officer 05/08/23 10:09 Traffic Stop 2023038515 Officer 05/08/2310:30 Traffic Stop 2023038520 Traffic Stop WP23010856 Officer 05/08/23 10:46 Traffic Stop 2023038530 Officer 05/08/23 10:57 Traffic Stop 2023038535 Officer 05/08/2311:08 Traffic Stop 2023038540 Officer 05/08/23 12:47 Traffic Stop 2023038581 Officer 05/08/23 15:46 Traffic Stop 2023038670 Officer 05/08/2315:53 Traffic Stop 2023038673 Officer 05/08/23 20:49 Traffic Stop 2023038780 Traffic Stop WP23010945 Officer 05/08/23 21:49 Traffic Stop 2023038791 Officer 05/09/23 07:14 Traffic Stop 2023038829 Traffic Stop WP23010966 Officer 05/09/23 14:15 Traffic Stop 2023038965 Officer 05/09/23 18:50 Traffic Stop 2023039053 Officer 05/09/23 19:37 Traffic Stop 2023039064 Officer 05/09/23 20:10 Traffic Stop 2023039068 Officer 05/09/23 20:26 Traffic Stop 2023039072 Officer 05/09/23 20:48 Traffic Stop 2023039075 Officer 05/09/23 23:20 Traffic Stop 2023039101 Officer 05/10/23 02:31 Traffic Stop 2023039111 Officer 05/10/23 06:58 Traffic Stop 2023039123 Officer 05/10/23 18:32 Traffic Stop 2023039374 Officer 05/10/23 18:57 Traffic Stop 2023039384 Officer 05/10/23 22:44 Traffic Stop 2023039448 Officer 05/10/23 23:18 Traffic Stop 2023039455 Officer 05/11/23 01:25 Traffic Stop 2023039464 Officer 05/11/23 06:41 Traffic Stop 2023039487 Officer 05/11/23 07:06 Traffic Stop 2023039491 Officer 05/11/23 07:26 Traffic Stop 2023039497 Traffic Stop WP23011161 Officer 05/11/23 07:41 Traffic Stop 2023039499 Traffic Stop WP23011162 Officer 05/11/23 07:53 Traffic Stop 2023039501 Officer 05/11/23 08:11 Traffic Stop 2023039505 Officer 05/11/23 09:11 Traffic Stop 2023039525 Traffic Stop WP23011170 Officer 05/11/23 11:00 Traffic Stop 2023039568 Warrant - Arrest WSIU23011182Jfficer 05/11/23 20:35 Traffic Stop 2023039811 Officer 05/11/23 20:39 Traffic Stop 2023039813 Drugs WP23011258 Officer 05/12/23 06:59 Traffic Stop 2023039901 Officer 05/12/23 10:04 Traffic Stop 2023039945 Officer 05/12/23 17:21 Traffic Stop 2023040109 Officer 05/12/23 19:15 Traffic Stop 2023040147 Officer 05/12/23 20:11 Traffic Stop 2023040169 Officer 05/12/23 21:20 Traffic Stop 2023040215 Officer 05/13/23 01:11 Traffic Stop 2023040273 Officer 05/13/23 04:34 Traffic Stop 2023040293 Officer 05/13/23 04:58 Traffic Stop 2023040294 Officer 05/13/23 08:06 Traffic Stop 2023040317 Traffic Stop WP23011386 Officer 05/13/23 08:13 Traffic Stop 2023040320 Officer Page 28 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/13/23 08:56 Traffic Stop 2023040334 Traffic Stop WP23011388 Officer 05/13/23 09:43 Traffic Stop 2023040343 Officer 05/13/23 10:54 Traffic Stop 2023040362 Officer 05/13/23 14:51 Traffic Stop 2023040428 Officer 05/13/23 15:13 Traffic Stop 2023040436 Officer 05/13/23 17:36 Traffic Stop 2023040490 Officer 05/13/23 17:37 Traffic Stop 2023040491 Traffic Stop WP23011425 Officer 05/13/23 18:00 Traffic Stop 2023040498 Officer 05/13/23 19:51 Traffic Stop 2023040538 Officer 05/13/23 20:03 Traffic Stop 2023040541 Traffic Stop WP23011437 Officer 05/13/23 21:13 Traffic Stop 2023040561 Officer 05/13/23 21:40 Traffic Stop 2023040576 Officer 05/13/23 23:22 Traffic Stop 2023040590 Officer 05/13/23 23:27 Traffic Stop 2023040592 Officer 05/14/23 00:57 Traffic Stop 2023040609 Traffic Stop WP23011457 Officer 05/14/23 02:23 Traffic Stop 2023040619 Officer 05/14/23 02:30 Traffic Stop 2023040620 Officer 05/14/23 04:06 Traffic Stop 2023040623 Officer 05/14/23 04:56 Traffic Stop 2023040626 Officer 05/14/23 07:05 Traffic Stop 2023040631 Officer 05/14/23 11:08 Traffic Stop 2023040681 Traffic Stop WP23011479 Officer 05/14/23 11:16 Traffic Stop 2023040685 Officer 05/14/23 14:29 Traffic Stop 2023040750 Officer 05/14/23 14:32 Traffic Stop 2023040754 Officer 05/14/23 15:03 Traffic Stop 2023040760 Traffic Stop WP23011504 Officer 05/14/23 15:10 Traffic Stop 2023040764 Officer 05/14/23 17:36 Traffic Stop 2023040814 Officer 05/14/23 17:59 Traffic Stop 2023040819 Officer 05/14/23 19:28 Traffic Stop 2023040862 Officer 05/14/23 19:29 Traffic Stop 2023040863 DUI WP23011529 Officer 05/14/23 23:37 Traffic Stop 2023040939 Officer 05/15/23 07:09 Traffic Stop 2023040986 Traffic Stop WP23011564 Officer 05/15/23 12:48 Traffic Stop 2023041083 Officer 05/15/23 16:18 Traffic Stop 2023041159 Officer 05/15/23 16:29 Traffic Stop 2023041166 Traffic Stop WP23011620 Officer 05/15/23 16:41 Traffic Stop 2023041175 Traffic Stop WP23011622 Officer 05/15/23 18:36 Traffic Stop 2023041230 Officer 05/15/23 19:01 Traffic Stop 2023041238 Officer 05/16/23 00:01 Traffic Stop 2023041299 Officer 05/16/23 00:53 Traffic Stop 2023041303 Officer 05/16/23 03:41 Traffic Stop 2023041311 Officer 05/16/23 11:40 Traffic Stop 2023041401 Officer 05/16/23 11:47 Traffic Stop 2023041404 Traffic Stop WP23011693 Officer 05/16/23 14:14 Traffic Stop 2023041459 Officer 05/16/23 15:46 Traffic Stop 2023041503 Traffic Stop WP23011719 Officer 05/16/23 16:07 Traffic Stop 2023041514 Officer 05/16/23 16:16 Traffic Stop 2023041520 Officer Page 29 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/16/23 18:08 Traffic Stop 2023041573 Traffic Stop WP23011734 Officer 05/16/23 20:58 Traffic Stop 2023041625 Officer 05/17/23 06:59 Traffic Stop 2023041689 Officer 05/17/23 07:26 Traffic Stop 2023041693 Officer 05/17/23 10:14 Traffic Stop 2023041735 Officer 05/17/23 11:25 Traffic Stop 2023041761 Officer 05/17/23 15:18 Traffic Stop 2023041847 Officer 05/17/23 18:58 Traffic Stop 2023041939 Officer 05/17/23 19:05 Traffic Stop 2023041945 Officer 05/17/23 20:08 Traffic Stop 2023041968 Officer 05/17/23 20:36 Traffic Stop 2023041974 Traffic Stop WP23011864 Officer 05/17/23 21:12 Traffic Stop 2023041982 Officer 05/17/23 21:32 Traffic Stop 2023041988 Officer 05/17/23 21:57 Traffic Stop 2023041997 Officer 05/17/23 22:01 Traffic Stop 2023041998 Traffic Stop WP23011870 Officer 05/18/23 02:57 Traffic Stop 2023042038 Traffic Stop WP23011881 Officer 05/18/23 10:59 Traffic Stop 2023042134 Officer 05/18/23 12:40 Traffic Stop 2023042177 Officer 05/18/23 14:23 Traffic Stop 2023042210 Officer 05/18/23 15:25 Traffic Stop 2023042234 Officer 05/18/23 17:13 Traffic Stop 2023042292 Officer 05/18/23 21:28 Traffic Stop 2023042395 Officer 05/18/23 22:46 Traffic Stop 2023042412 Officer 05/19/23 09:23 Traffic Stop 2023042490 Officer 05/19/23 12:09 Traffic Stop 2023042526 Officer 05/19/23 21:01 Traffic Stop 2023042718 Officer 05/20/23 11:38 Traffic Stop 2023042876 Officer 05/20/23 15:05 Traffic Stop 2023042965 Officer 05/20/23 15:32 Traffic Stop 2023042977 Officer 05/20/23 16:40 Traffic Stop 2023042995 Officer 05/20/23 17:10 Traffic Stop 2023043005 Officer 05/20/23 18:55 Traffic Stop 2023043039 Officer 05/20/23 19:24 Traffic Stop 2023043054 Traffic Stop WP23012168 Officer 05/20/23 19:48 Traffic Stop 2023043061 Officer 05/20/23 20:19 Traffic Stop 2023043071 Traffic Stop WP23012175 Officer 05/20/23 21:28 Traffic Stop 2023043094 Officer 05/20/23 21:44 Traffic Stop 2023043100 Officer 05/20/23 21:53 Traffic Stop 2023043105 Officer 05/20/23 22:19 Traffic Stop 2023043116 Officer 05/21/23 00:47 Traffic Stop 2023043157 Officer 05/21/23 02:00 Traffic Stop 2023043172 Traffic Stop WP23012203 Officer 05/21/23 02:22 Traffic Stop 2023043175 Officer 05/21/23 10:49 Traffic Stop 2023043233 Traffic Stop WP23012226 Officer 05/21/23 11:03 Traffic Stop 2023043236 Traffic Stop WP23012227 Officer 05/21/23 11:32 Traffic Stop 2023043246 Officer 05/21/23 13:48 Traffic Stop 2023043302 Officer 05/21/23 14:34 Traffic Stop 2023043322 Officer Page 30 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/21/2315:05 Traffic Stop 2023043342 Traffic Stop WP23012258 Officer 05/21/23 15:12 Traffic Stop 2023043344 Officer 05/21/23 17:11 Traffic Stop 2023043388 Officer 05/21/2318:09 Traffic Stop 2023043410 Officer 05/21/23 18:43 Traffic Stop 2023043424 Officer 05/21/2319:00 Traffic Stop 2023043433 Officer 05/21/2319:08 Traffic Stop 2023043437 Traffic Stop WP23012283 Officer 05/21/23 20:57 Traffic Stop 2023043468 05/21/23 21:37 Traffic Stop 2023043478 Officer 05/21/23 21:39 Traffic Stop 2023043479 Officer 05/21/23 21:52 Traffic Stop 2023043482 Officer 05/21/23 22:42 Traffic Stop 2023043492 Officer 05/21/23 22:52 Traffic Stop 2023043494 Traffic Stop WP23012299 Officer 05/21/23 23:12 Traffic Stop 2023043496 Officer 05/22/23 00:25 Traffic Stop 2023043505 Traffic Stop WP23012301 Officer 05/22/23 05:46 Traffic Stop 2023043520 Traffic Stop WP23012306 Officer 05/22/23 12:45 Traffic Stop 2023043643 Traffic Stop WP23012346 Officer 05/22/23 19:10 Traffic Stop 2023043791 Traffic Stop WP23012391 Officer 05/22/23 22:58 Traffic Stop 2023043841 Traffic Stop WP23012412 Officer 05/23/23 00:13 Traffic Stop 2023043847 Officer 05/23/23 00:47 Traffic Stop 2023043850 Officer 05/23/23 01:07 Traffic Stop 2023043851 Officer 05/23/23 01:33 Traffic Stop 2023043853 Officer 05/23/23 08:48 Traffic Stop 2023043887 Officer 05/23/2310:21 Traffic Stop 2023043925 Traffic Stop WP23012433 Officer 05/23/23 11:39 Traffic Stop 2023043955 Officer 05/23/2312:36 Traffic Stop 2023043970 Officer 05/23/2313:03 Traffic Stop 2023043981 Traffic Stop WP23012445 Officer 05/23/2318:53 Traffic Stop 2023044118 Traffic Stop WP23012482 Officer 05/23/23 21:40 Traffic Stop 2023044160 Officer 05/24/23 02:11 Traffic Stop 2023044195 Officer 05/24/23 02:17 Traffic Stop 2023044196 Traffic Stop WP23012508 Officer 05/24/2310:08 Traffic Stop 2023044270 Officer 05/24/2312:28 Traffic Stop 2023044320 Officer 05/24/2313:04 Traffic Stop 2023044327 Traffic Stop WP23012543 Officer 05/24/2313:51 Traffic Stop 2023044341 Officer 05/24/2317:03 Traffic Stop 2023044410 Officer 05/24/23 19:40 Traffic Stop 2023044471 Officer 05/24/23 20:40 Traffic Stop 2023044488 Officer 05/24/23 21:17 Traffic Stop 2023044498 Officer 05/24/23 21:30 Traffic Stop 2023044504 Officer 05/25/23 03:42 Traffic Stop 2023044551 Officer 05/25/23 08:30 Traffic Stop 2023044579 Officer 05/25/23 14:25 Traffic Stop 2023044687 Officer 05/25/23 14:45 Traffic Stop 2023044695 Officer 05/25/23 14:53 Traffic Stop 2023044698 Traffic Stop WP23012680 Officer 05/25/23 15:07 Traffic Stop 2023044704 Traffic Stop WP23012681 Officer Page 31 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/25/23 16:27 Traffic Stop 2023044748 Officer 05/25/23 16:53 Traffic Stop 2023044759 Officer 05/25/23 19:04 Traffic Stop 2023044794 Officer 05/25/23 20:06 Traffic Stop 2023044821 Officer 05/25/23 20:33 Traffic Stop 2023044835 Officer 05/25/23 22:59 Traffic Stop 2023044874 Traffic Stop WP23012729 Officer 05/26/23 00:25 Traffic Stop 2023044896 Officer 05/26/23 01:34 Traffic Stop 2023044905 Officer 05/26/23 01:47 Traffic Stop 2023044907 Officer 05/26/23 02:15 Traffic Stop 2023044909 Officer 05/26/23 12:17 Traffic Stop 2023045017 Officer 05/26/2312:57 Traffic Stop 2023045033 Officer 05/26/2313:04 Traffic Stop 2023045036 Officer 05/26/23 13:41 Traffic Stop 2023045047 Officer 05/26/2313:54 Traffic Stop 2023045055 Traffic Stop WP23012773 Officer 05/26/23 15:17 Traffic Stop 2023045089 Officer 05/26/2315:36 Traffic Stop 2023045100 Officer 05/26/2315:39 Traffic Stop 2023045103 Officer 05/26/2316:53 Traffic Stop 2023045137 Officer 05/26/2317:27 Traffic Stop 2023045156 Traffic Stop WP23012799 Officer 05/26/23 17:47 Traffic Stop 2023045171 Officer 05/26/2318:07 Traffic Stop 2023045181 Traffic Stop WP23012810 Officer 05/26/23 18:13 Traffic Stop 2023045183 Officer 05/26/2318:20 Traffic Stop 2023045191 Officer 05/26/23 18:46 Traffic Stop 2023045205 Officer 05/26/2318:51 Traffic Stop 2023045210 Officer 05/26/2319:07 Traffic Stop 2023045214 Officer 05/26/2319:30 Traffic Stop 2023045226 Officer 05/26/2319:34 Traffic Stop 2023045229 Officer 05/26/2319:56 Traffic Stop 2023045237 Officer 05/26/23 20:11 Traffic Stop 2023045245 Officer 05/26/23 20:15 Traffic Stop 2023045246 Officer 05/26/23 21:24 Traffic Stop 2023045276 Officer 05/26/23 23:13 Traffic Stop 2023045317 Officer 05/26/23 23:49 Traffic Stop 2023045327 Officer 05/27/23 08:04 Traffic Stop 2023045375 Officer 05/27/23 08:41 Traffic Stop 2023045384 Officer 05/27/23 09:12 Traffic Stop 2023045392 05/27/23 09:45 Traffic Stop 2023045396 Officer 05/27/23 11:27 Traffic Stop 2023045433 Officer 05/27/23 11:44 Traffic Stop 2023045436 Traffic Stop WP23012885 Officer 05/27/23 14:04 Traffic Stop 2023045489 Officer 05/27/23 14:37 Traffic Stop 2023045505 Traffic Stop WP23012902 Officer 05/27/23 15:06 Traffic Stop 2023045516 Officer 05/27/23 15:54 Traffic Stop 2023045542 Traffic Stop WP23012909 Officer 05/27/23 16:28 Traffic Stop 2023045558 Officer 05/27/23 16:36 Traffic Stop 2023045560 Traffic Stop WP23012916 Officer Page 32 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/27/23 16:55 Traffic Stop 2023045565 Officer 05/27/23 20:08 Traffic Stop 2023045657 Officer 05/27/23 22:27 Traffic Stop 2023045708 Officer 05/27/23 23:07 Traffic Stop 2023045719 Officer 05/27/23 23:26 Traffic Stop 2023045727 Officer 05/27/23 23:56 Traffic Stop 2023045734 Officer 05/28/23 00:36 Traffic Stop 2023045740 Officer 05/28/23 00:51 Traffic Stop 2023045743 Officer 05/28/23 01:25 Traffic Stop 2023045748 Officer 05/28/23 02:12 Traffic Stop 2023045754 Officer 05/28/23 04:37 Traffic Stop 2023045763 Officer 05/28/23 04:48 Traffic Stop 2023045765 Officer 05/28/23 06:32 Traffic Stop 2023045771 Officer 05/28/23 06:56 Traffic Stop 2023045774 Traffic Stop WP23012974 Officer 05/28/2311:02 Traffic Stop 2023045823 Officer 05/28/23 11:36 Traffic Stop 2023045830 Officer 05/28/23 11:44 Traffic Stop 2023045834 Officer 05/28/23 14:10 Traffic Stop 2023045884 Warrant - Arrest WP23013004 Officer 05/28/23 15:11 Traffic Stop 2023045903 Officer 05/28/2316:52 Traffic Stop 2023045950 05/28/23 17:11 Traffic Stop 2023045956 Officer 05/28/23 17:41 Traffic Stop 2023045971 Officer 05/28/23 17:47 Traffic Stop 2023045973 Court Order Violation WP23013029 Officer 05/28/23 22:01 Traffic Stop 2023046048 Officer 05/28/23 22:04 Traffic Stop 2023046049 Officer 05/29/23 01:07 Traffic Stop 2023046083 Officer 05/29/23 10:44 Traffic Stop 2023046150 Officer 05/29/23 12:20 Traffic Stop 2023046180 Officer 05/29/23 12:34 Traffic Stop 2023046189 Officer 05/29/23 14:06 Traffic Stop 2023046223 Officer 05/29/23 14:13 Traffic Stop 2023046230 Officer 05/29/23 14:21 Traffic Stop 2023046234 Traffic Stop WP23013099 Officer 05/29/23 14:25 Traffic Stop 2023046235 Officer 05/29/23 15:05 Traffic Stop 2023046244 Traffic Stop WP23013103 Officer 05/29/23 15:14 Traffic Stop 2023046248 Officer 05/29/23 16:11 Traffic Stop 2023046268 Traffic Stop WP23013109 Officer 05/29/23 17:00 Traffic Stop 2023046281 Officer 05/29/23 17:23 Traffic Stop 2023046290 Officer 05/29/23 18:12 Traffic Stop 2023046311 Officer 05/29/23 19:26 Traffic Stop 2023046336 Officer 05/29/23 19:37 Traffic Stop 2023046340 Officer 05/29/23 20:01 Traffic Stop 2023046350 Traffic Stop WP23013129 Officer 05/29/23 20:45 Traffic Stop 2023046368 Officer 05/29/23 22:19 Traffic Stop 2023046401 Officer 05/29/23 22:54 Traffic Stop 2023046404 Officer 05/29/23 23:22 Traffic Stop 2023046410 Traffic Stop WP23013151 Officer 05/30/23 10:00 Traffic Stop 2023046504 Warrant - Arrest WP23013179 Officer Page 33 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/30/2310:09 Traffic Stop 2023046509 05/10/2317:12 Training Officer 05/30/23 12:42 Traffic Stop 2023046572 Traffic Stop WP23013198 Officer 05/30/2315:35 Traffic Stop 2023046640 05/23/2312:47 Training Officer 05/30/23 15:44 Traffic Stop 2023046645 Traffic Stop WP23013217 Officer 05/30/2315:55 Traffic Stop 2023046648 Officer 05/30/2315:56 Traffic Stop 2023046650 Officer 05/30/23 16:19 Traffic Stop 2023046662 Officer 05/30/2317:06 Traffic Stop 2023046687 Officer 05/30/2317:27 Traffic Stop 2023046701 Officer 05/30/2319:27 Traffic Stop 2023046747 Officer 05/30/23 20:29 Traffic Stop 2023046769 Officer 05/30/23 21:02 Traffic Stop 2023046782 Officer 05/30/23 22:06 Traffic Stop 2023046797 Officer 05/30/23 22:24 Traffic Stop 2023046804 Officer 05/30/23 22:33 Traffic Stop 2023046806 Officer 05/30/23 22:50 Traffic Stop 2023046813 Officer 05/30/23 22:52 Traffic Stop 2023046814 Officer 05/30/23 23:11 Traffic Stop 2023046817 Traffic Stop WP23013258 Officer 05/30/23 23:52 Traffic Stop 2023046822 Officer 05/31/23 00:54 Traffic Stop 2023046831 Officer 05/31/23 01:06 Traffic Stop 2023046832 Officer 05/31/23 07:17 Traffic Stop 2023046867 Officer 05/31/23 08:33 Traffic Stop 2023046881 Officer 05/31/23 08:42 Traffic Stop 2023046883 Officer 05/31/2310:05 Traffic Stop 2023046907 Officer 05/31/2311:08 Traffic Stop 2023046931 Officer 05/31/2314:02 Traffic Stop 2023047012 Traffic Stop WP23013319 Officer 05/31/23 14:46 Traffic Stop 2023047025 Officer 05/31/2315:09 Traffic Stop 2023047034 Traffic Stop WP23013323 Officer 05/31/23 17:43 Traffic Stop 2023047116 Traffic Stop WP23013346 Officer 05/31/2317:55 Traffic Stop 2023047122 Officer 05/31/2319:31 Traffic Stop 2023047156 DUI WP23013360 Officer 05/31/23 21:24 Traffic Stop 2023047203 Officer 05/31/23 21:33 Traffic Stop 2023047205 Officer 05/31/23 21:41 Traffic Stop 2023047207 Officer 05/31/23 22:02 Traffic Stop 2023047212 Traffic Stop WP23013380 Officer 05/31/23 22:47 Traffic Stop 2023047228 Officer Training Total: 12 05/01/23 08:31 Training 2023036050 05/03/2314:42 Training 2023036822 Phone 05/04/2310:29 Training 2023037081 Phone 05/10/2317:12 Training 2023039340 Phone 05/11/2310:00 Training 2023039544 05/18/2315:57 Training 2023042259 05/22/2314:18 Training 2023043667 05/23/2312:47 Training 2023043974 Page 34 of 35 Incident Start Date/Time Initial Call CFS # Final Incident Case Number How Reported 05/24/23 09:15 Training 2023044252 05/26/2312:06 Training 2023045016 Phone 05/30/23 07:40 Training 2023046458 05/31/2312:43 Training 2023046982 Transport Total: 1 Phone 05/19/23 08:31 Transport 2023042482 Trespass Total: 2 05/15/23 09:29 Trespass 2023041023 Trespass WP23011572 Phone 05/29/23 22:19 Trespass 2023046402 Trespass WP23013148 Phone Unwanted Person Total: 7 05/02/23 16:32 Warrant - Arrest 2023036519 Warrant - Arrest 05/03/23 19:47 Unwanted Person 2023036937 Unwanted Person WP23010370 Phone 05/05/23 13:06 Unwanted Person 2023037491 Civil Complaint WP23010546 911 05/05/23 20:25 Unwanted Person 2023037697 Unwanted Person WP23010605 911 05/06/23 14:27 Unwanted Person 2023037929 Civil Complaint WP23010685 911 05/12/23 14:53 Unwanted Person 2023040063 Unwanted Person WP23011318 Phone 05/12/23 15:47 Unwanted Person 2023040077 Unwanted Person WP23011324 911 05/31/23 13:37 Unwanted Person 2023047000 Unwanted Person WP23013314 Phone Walk Away Total: 2 05/08/23 17:53 Walk Away 2023038721 Walk Away WP23010927 911 05/22/23 10:33 Walk Away 2023043594 Walk Away WSRO23012335 Warrant - Arrest Total: 3 2023036440 05/02/23 17:30 Warrant - Attempt 05/02/23 16:32 Warrant - Arrest 2023036519 Warrant - Arrest WP23010248 Officer 05/11/23 11:02 Warrant - Arrest 2023039570 Warrant - Arrest WSIU23011181Dfficer 05/11/23 11:44 Warrant - Arrest 2023039584 Warrant - Arrest WP23011188 Officer Warrant - Attempt Total: 11 05/01/23 11:22 Warrant - Attempt 2023036113 05/01/23 11:59 Warrant - Attempt 2023036126 05/01/23 12:06 Warrant - Attempt 2023036129 05/02/23 11:55 Warrant - Attempt 2023036440 05/02/23 17:30 Warrant - Attempt 2023036540 05/06/23 15:49 Warrant - Attempt 2023037960 05/11/23 17:24 Warrant - Attempt 2023039737 Warrant - Arrest WP23011240 Officer 05/14/23 15:34 Warrant - Attempt 2023040773 Warrant - Arrest WP23011510 Officer 05/17/23 10:15 Warrant - Attempt 2023041736 05/18/23 11:46 Warrant - Attempt 2023042153 05/22/23 12:04 Warrant - Attempt 2023043624 Drugs WP23012347 Officer Total Records: 1421 Page 35 of 35 Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Shift Stop Starting Hours (beginning of month): 14,253.75 M -T -D (detailed below): 1,802.00 Balance going forward (to next month): 12,451.75 Position Time Type Regular Hours Y -T -D: 8,488.25 ** 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 -May -23 6:00 1 -May -23 18:00 Monticello (60) 3210 Sheriff Gener, 12 1 -May -23 8:00 1 -May -23 20:00 Monticello (60) 3211 Sheriff Gener; 12 1 -May -23 10:00 1 -May -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 1 -May -23 18:00 2 -May -23 6:00 Monticello (60) 3240 Sheriff Gener; 12 1 -May -23 20:00 2 -May -23 6:00 Monticello (60) 3241 Sheriff Gener, 10 2 -May -23 6:00 2 -May -23 18:00 Monticello (60) 3210 Sheriff Gener; 12 2 -May -23 8:00 2 -May -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 2 -May -23 10:00 2 -May -23 22:00 Monticello (60) 3220 Sheriff Gener; 12 2 -May -23 18:00 3 -May -23 6:00 Monticello (60) 3240 Sheriff Gener, 12 2 -May -23 20:00 2 -May -23 21:00 Extra Hours: Mo 3211 EOS Premium 1 2 -May -23 20:00 3 -May -23 4:00 Monticello (60) 3241 Sheriff Gener, 8 3 -May -23 6:00 3 -May -23 18:00 Monticello (60) 3210 Sheriff Gener, 12 3 -May -23 8:00 3 -May -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 3 -May -23 10:00 3 -May -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 3 -May -23 18:00 4 -May -23 6:00 Monticello (60) 3240 Sheriff Gener, 12 3 -May -23 18:00 4 -May -23 6:00 Monticello (60) 3241 Sheriff Gener, 12 4 -May -23 6:00 4 -May -23 12:00 Monticello (60) 3210 Sheriff Gener, 6 4 -May -23 8:00 4 -May -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 4 -May -23 10:00 4 -May -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 4 -May -23 18:00 5 -May -23 6:00 Monticello (60) 3240 Sheriff Gener, 12 4 -May -23 18:00 5 -May -23 6:00 Monticello (60) 3241 Sheriff Gener, 12 5 -May -23 6:00 5 -May -23 6:15 Extra Hours: Mo 3241 EOS Premium 0.25 5 -May -23 6:00 5 -May -23 18:00 Monticello (60) 3210 Sheriff Gener, 12 5 -May -23 8:00 5 -May -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 5 -May -23 10:00 5 -May -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 5 -May -23 18:00 6 -May -23 6:00 Monticello (60) 3240 Sheriff Gener, 12 5 -May -23 20:00 6 -May -23 6:00 Monticello (60) 3241 Sheriff Gener, 10 6 -May -23 6:00 6 -May -23 18:00 Monticello (60) 3210 Sheriff Gener, 12 6 -May -23 8:00 6 -May -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 6 -May -23 10:00 6 -May -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 6 -May -23 18:00 7 -May -23 6:00 Monticello (60) 3240 Sheriff Gener, 12 6 -May -23 20:00 7 -May -23 6:00 Monticello (60) 3241 Sheriff Gener, 10 7 -May -23 6:00 7 -May -23 14:00 Monticello (60) 3210 Sheriff Gener, 8 7-May-23 8:00 7-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 7-May-23 10:00 7-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 7-May-23 18:00 8-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 7-May-23 20:00 8-May-23 4:00 Monticello (60) 3241 Sheriff Gener, 8 8-May-23 6:00 8-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 8-May-23 8:00 8-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 8-May-23 10:00 8-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 8-May-23 18:00 9-May-23 4:00 Monticello (60) 3230 Sheriff Gener, 10 8-May-23 20:00 9-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 9-May-23 6:00 9-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 9-May-23 8:00 9-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 9-May-23 10:00 9-May-23 18:00 Monticello (60) 3220 Sheriff Gener, 8 9-May-23 16:00 10-May-23 2:00 Monticello (60) 3230 Sheriff Gener, 10 9-May-23 18:00 9-May-23 20:00 Extra Hours: Mo 3211 EOS Premium 2 9-May-23 18:00 10-May-23 4:00 Monticello (60) 3240 Sheriff Gener, 10 9-May-23 20:00 10-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 9-May-23 20:00 9-May-23 21:00 Extra Hours: Mo 3220 EOS Premium 1 10-May-23 6:00 10-May-23 13:00 Monticello (60) 3211 Sheriff Gener, 7 10-May-23 6:00 10-May-23 16:00 Monticello (60) 3210 Sheriff Gener; 10 10-May-23 10:00 10-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 10-May-23 18:00 11-May-23 4:00 Monticello (60) 3240 Sheriff Gener; 10 10-May-23 20:00 11-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 11-May-23 6:00 11-May-23 16:00 Monticello (60) 3211 Sheriff Gener; 10 11-May-23 6:00 11-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 11-May-23 16:00 11-May-23 22:00 Monticello (60) 3220 Sheriff Gener; 6 11-May-23 18:00 12-May-23 4:00 Monticello (60) 3240 Sheriff Gener, 10 11-May-23 20:00 12-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 12-May-23 6:00 12-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 12 12-May-23 6:00 12-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 12-May-23 10:00 12-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 12-May-23 18:00 13-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 12-May-23 18:00 13-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 12-May-23 18:00 12-May-23 18:30 Extra Hours: Mo 3211 EOS Premium 0.5 12-May-23 18:00 12-May-23 18:30 Extra Hours: Mo 3210 EOS Premium 0.5 13-May-23 6:00 13-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 12 13-May-23 6:00 13-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 13-May-23 10:00 13-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 13-May-23 18:00 14-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 13-May-23 18:00 14-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 14-May-23 6:00 14-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 12 14-May-23 6:00 14-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 14-May-23 10:00 14-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 14-May-23 18:00 15-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 14-May-23 18:00 15-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 15-May-23 6:00 15-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 15-May-23 8:00 15-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 15-May-23 10:00 15-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 15-May-23 18:00 16-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 15-May-23 18:00 16-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 16-May-23 6:00 16-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 16-May-23 8:00 16-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 16-May-23 10:00 16-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 16-May-23 18:00 17-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 16-May-23 18:00 17-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 17-May-23 6:00 17-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 17-May-23 6:00 17-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 12 17-May-23 16:00 17-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 6 17-May-23 18:00 18-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 17-May-23 18:00 18-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 18-May-23 6:00 18-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 18-May-23 8:00 18-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 18-May-23 10:00 18-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 18-May-23 18:00 19-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 18-May-23 18:00 19-May-23 6:00 Monticello (60) 3241 Sheriff Gener; 12 19-May-23 6:00 19-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 19-May-23 6:00 19-May-23 6:45 Extra Hours: Mo 3241 Sheriff Premie 0.75 19-May-23 8:00 19-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 19-May-23 10:00 19-May-23 22:00 Monticello (60) 3220 Sheriff Gener; 12 19-May-23 18:00 20-May-23 0:00 Monticello (60) 3240 Sheriff Gener, 6 19-May-23 18:00 20-May-23 6:00 Monticello (60) 3241 Sheriff Gener; 12 20-May-23 0:00 20-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 6 20-May-23 6:00 20-May-23 18:00 Monticello (60) 3210 Sheriff Gener; 12 20-May-23 8:00 20-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 20-May-23 10:00 20-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 20-May-23 18:00 21-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 20-May-23 18:00 21-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 21-May-23 6:00 21-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 21-May-23 8:00 21-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 21-May-23 10:00 21-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 21-May-23 16:00 22-May-23 4:00 Monticello (60) 3240 Sheriff Gener, 12 21-May-23 18:00 22-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 22-May-23 6:00 22-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 22-May-23 8:00 22-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 22-May-23 10:00 22-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 22-May-23 14:00 23-May-23 0:00 Monticello (60) 3230 Sheriff Gener, 10 22-May-23 18:00 23-May-23 4:00 Monticello (60) 3240 Sheriff Gener, 10 22-May-23 20:00 23-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 23-May-23 6:00 23-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 23-May-23 8:00 23-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 23-May-23 10:00 23-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 23-May-23 16:00 24-May-23 2:00 Monticello (60) 3230 Sheriff Gener, 10 23-May-23 18:00 23-May-23 19:00 Extra Hours: Mo 3211 EOS Premium 1 23-May-23 18:00 24-May-23 4:00 Monticello (60) 3240 Sheriff Gener, 10 23-May-23 20:00 24-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 24-May-23 6:00 24-May-23 8:00 Monticello (60) 3210 Sheriff Gener, 2 24-May-23 8:00 24-May-23 16:00 Monticello (60) 3211 Sheriff Gener, 8 24-May-23 10:00 24-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 24-May-23 16:00 24-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 2 24-May-23 18:00 24-May-23 20:00 Monticello (60) 3230 Sheriff Gener, 2 24-May-23 20:00 25-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 10 24-May-23 20:00 25-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 25-May-23 6:00 25-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 25-May-23 8:00 25-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 25-May-23 10:00 25-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 25-May-23 18:00 25-May-23 20:00 Monticello (60) 3230 Sheriff Gener, 2 25-May-23 20:00 26-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 10 25-May-23 20:00 26-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 26-May-23 6:00 26-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 26-May-23 8:00 26-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 26-May-23 10:00 26-May-23 12:00 Monticello (60) 3220 Sheriff Gener, 2 26-May-23 12:00 26-May-23 22:00 Monticello (60) 3220 Sheriff Gener; 10 26-May-23 18:00 27-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 26-May-23 18:00 27-May-23 6:00 Monticello (60) 3241 Sheriff Gener; 12 27-May-23 6:00 27-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 27-May-23 8:00 27-May-23 20:00 Monticello (60) 3211 Sheriff Gener; 12 27-May-23 10:00 27-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 27-May-23 18:00 28-May-23 6:00 Monticello (60) 3240 Sheriff Gener; 12 27-May-23 18:00 28-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 28-May-23 6:00 28-May-23 18:00 Monticello (60) 3210 Sheriff Gener; 12 28-May-23 8:00 28-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 28-May-23 10:00 28-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 28-May-23 18:00 29-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 28-May-23 18:00 29-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 28-May-23 20:00 29-May-23 4:00 Monticello (60) 3230 Sheriff Gener, 8 29-May-23 6:00 29-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 29-May-23 8:00 29-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 29-May-23 10:00 29-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 29-May-23 18:00 30-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 29-May-23 18:00 30-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 29-May-23 20:00 30-May-23 4:00 Monticello (60) 3230 Sheriff Gener, 8 30-May-23 6:00 30-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 30-May-23 8:00 30-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 30-May-23 8:00 30-May-23 20:00 Monticello (60) 3221 Sheriff Gener, 12 30-May-23 10:00 30-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 30-May-23 18:00 31-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 30-May-23 18:00 31-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 31-May-23 6:00 31-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 31-May-23 8:00 31-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 31-May-23 10:00 31-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 31-May-23 18:00 1-Jun-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 31-May-23 18:00 1-Jun-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 TOTAL: 1,802.00 Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Shift Stop Starting Hours (beginning of month): 20,940.00 M -T -D (detailed below): 1,891.75 Balance going forward (to next month): 19,048.25 Position Time Type Regular Hours Y -T -D: 1,891.75 ** 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 -Jan -23 6:00 1 -Jan -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 1 -Jan -23 8:00 1 -Jan -23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 1 -Jan -23 12:00 1 -Jan -23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 1 -Jan -23 18:00 2 -Jan -23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 1 -Jan -23 20:00 2 -Jan -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 1 -Jan -23 22:00 1 -Jan -23 22:15 Extra Hours: Mo 3221 EOS Premium 0.25 2 -Jan -23 6:00 2 -Jan -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 2 -Jan -23 8:00 2 -Jan -23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 2 -Jan -23 12:00 2 -Jan -23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 2 -Jan -23 14:00 3 -Jan -23 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 2 -Jan -23 18:00 3 -Jan -23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 2 -Jan -23 20:00 3 -Jan -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 3 -Jan -23 4:00 3 -Jan -23 5:00 Extra Hours: Mo 3240 EOS Premium 1.00 3 -Jan -23 6:00 3 -Jan -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 3 -Jan -23 8:00 3 -Jan -23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 3 -Jan -23 12:00 3 -Jan -23 14:00 Monticello (52) 3221 Sheriff Gener, 2.00 3 -Jan -23 14:00 4 -Jan -23 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 3 -Jan -23 14:00 3 -Jan -23 22:00 Monticello (52) 3221 Sheriff Gener, 8.00 3 -Jan -23 18:00 4 -Jan -23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 3 -Jan -23 20:00 4 -Jan -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 4 -Jan -23 6:00 4 -Jan -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 4 -Jan -23 8:00 4 -Jan -23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 4 -Jan -23 12:00 4 -Jan -23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 4 -Jan -23 14:00 5 -Jan -23 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 4 -Jan -23 18:00 5 -Jan -23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 4 -Jan -23 20:00 5 -Jan -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 5 -Jan -23 6:00 5 -Jan -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 5 -Jan -23 8:00 5 -Jan -23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 5 -Jan -23 12:00 5 -Jan -23 12:30 Monticello (52) 3221 Sheriff Gener, 0.50 5 -Jan -23 12:30 5 -Jan -23 14:30 Monticello (52) 3221 Sheriff Gener, 2.00 5 -Jan -23 14:00 6 -Jan -23 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 5 -Jan -23 14:30 5 -Jan -23 22:00 Monticello (52) 3221 Sheriff Gener, 7.50 5 -Jan -23 18:00 6 -Jan -23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 5-Jan-23 20:00 6-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 6-Jan-23 6:00 6-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 6-Jan-23 6:00 6-Jan-23 9:45 Extra Hours: Mo 3241 EOS Premium 3.75 6-Jan-23 8:00 6-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 6-Jan-23 12:00 6-Jan-23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 6-Jan-23 18:00 7-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 6-Jan-23 20:00 7-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 7-Jan-23 6:00 7-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 7-Jan-23 8:00 7-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 7-Jan-23 12:00 7-Jan-23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 7-Jan-23 18:00 8-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 7-Jan-23 20:00 8-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 8-Jan-23 6:00 8-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 8-Jan-23 8:00 8-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 8-Jan-23 12:00 8-Jan-23 17:00 Monticello (52) 3221 Sheriff Gener, 5.00 8-Jan-23 17:00 8-Jan-23 22:00 Monticello (52) 3221 Sheriff Gener, 5.00 8-Jan-23 18:00 9-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 8-Jan-23 20:00 9-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 9-Jan-23 6:00 9-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 9-Jan-23 8:00 9-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 9-Jan-23 12:00 9-Jan-23 18:00 Monticello (52) 3221 Sheriff Gener, 6.00 9-Jan-23 18:00 9-Jan-23 22:00 Monticello (52) 3221 Sheriff Gener, 4.00 9-Jan-23 18:00 10-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 9-Jan-23 20:00 10-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 10-Jan-23 6:00 10-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 10-Jan-23 8:00 10-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 10-Jan-23 10:00 10-Jan-23 20:00 Monticello (52) 3221 Sheriff Gener, 10.00 10-Jan-23 16:00 11-Jan-23 2:00 Monticello (52) 3230 Sheriff Gener, 10.00 10-Jan-23 16:00 10-Jan-23 17:30 Extra Hours: Mo Deputy EOS Premium 1.50 10-Jan-23 18:00 11-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 10-Jan-23 20:00 11-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 11-Jan-23 6:00 11-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 11-Jan-23 8:00 11-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 11-Jan-23 10:00 11-Jan-23 20:00 Monticello (52) 3221 Sheriff Gener, 10.00 11-Jan-23 18:00 12-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 11-Jan-23 20:00 12-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 12-Jan-23 6:00 12-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 12-Jan-23 8:00 12-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 12-Jan-23 12:00 12-Jan-23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 12-Jan-23 16:00 13-Jan-23 2:00 Monticello (52) 3230 Sheriff Gener, 10.00 12-Jan-23 18:00 13-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 12-Jan-23 20:00 13-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 13-Jan-23 6:00 13-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 13-Jan-23 8:00 13-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 13-Jan-23 12:00 13-Jan-23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 13-Jan-23 16:00 14-Jan-23 2:00 Monticello (52) 3230 Sheriff Gener, 10.00 13-Jan-23 18:00 14-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 13 -Jan -23 20:00 14 -Jan -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 14 -Jan -23 6:00 14 -Jan -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 14 -Jan -23 8:00 14 -Jan -23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 14 -Jan -23 12:00 14 -Jan -23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 14 -Jan -23 18:00 15 -Jan -23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 14 -Jan -23 20:00 15 -Jan -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 15 -Jan -23 6:00 15 -Jan -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 15 -Jan -23 8:00 15 -Jan -23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 15 -Jan -23 12:00 15 -Jan -23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 15 -Jan -23 18:00 16 -Jan -23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 15 -Jan -23 20:00 16 -Jan -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 16 -Jan -23 6:00 16 -Jan -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 16 -Jan -23 8:00 16 -Jan -23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 16 -Jan -23 14:00 17 -Jan -23 0:00 Monticello (52) 3221 Sheriff Gener, 10.00 16 -Jan -23 18:00 17 -Jan -23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 16 -Jan -23 20:00 17 -Jan -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 16 -Jan -23 20:00 17 -Jan -23 0:15 Monticello (52) 3220 Sheriff Premie 4.25 16 -Jan -23 20:30 17 -Jan -23 3:30 Monticello (52) 3230 Sheriff Gener, 7.00 16 -Jan -23 20:30 17 -Jan -23 4:30 Extra Hours: Mo Deputy Sheriff Gener, 8.00 16 -Jan -23 22:00 17 -Jan -23 3:00 Extra Hours: Mo 3220 EOS Premium 5.00 16 -Jan -23 22:00 17 -Jan -23 1:00 Monticello (52) 3211 EOS Premium 3.00 16 -Jan -23 22:15 17 -Jan -23 3:45 Extra Hours: Mo Deputy Call Back Hou 5.50 16 -Jan -23 22:30 17 -Jan -23 6:00 Extra Hours: Mo Deputy Sheriff Premie 7.50 16 -Jan -23 23:15 17 -Jan -23 4:30 Extra Hours: Mo Deputy Sheriff Gener, 5.25 16 -Jan -23 23:30 17 -Jan -23 4:30 Extra Hours: Mo Deputy Sheriff Premie 5.00 16 -Jan -23 23:30 17 -Jan -23 5:00 Extra Hours: Mo 3211 Sheriff Premie 5.50 16 -Jan -23 23:30 17 -Jan -23 4:30 Extra Hours: Mo Deputy EOS Premium 5.00 16 -Jan -23 23:30 17 -Jan -23 4:30 Extra Hours: Mo Deputy Sheriff Premie 5.00 16 -Jan -23 23:30 17 -Jan -23 4:00 Extra Hours: Mo Deputy Call Back Hou 4.50 16 -Jan -23 23:30 17 -Jan -23 4:00 Extra Hours: Mo Deputy Emergency RE 4.50 16 -Jan -23 23:30 17 -Jan -23 4:30 Extra Hours: Mo Deputy Emergency RE 5.00 16 -Jan -23 23:30 17 -Jan -23 5:00 Extra Hours: Mo Deputy Sheriff Premie 5.50 16 -Jan -23 23:30 17 -Jan -23 5:30 Extra Hours: Mo Deputy Sheriff Premie 6.00 16 -Jan -23 23:30 17 -Jan -23 5:15 Extra Hours: Mo Deputy Sheriff Premie 5.75 16 -Jan -23 23:30 17 -Jan -23 4:45 Extra Hours: Mo Deputy Sheriff Premie 5.25 16 -Jan -23 23:45 17 -Jan -23 4:00 Extra Hours: Mo Deputy Sheriff Premie 4.25 16 -Jan -23 23:45 17 -Jan -23 4:30 Extra Hours: Mo Deputy Call Back Hou 4.75 16 -Jan -23 23:45 17 -Jan -23 4:30 Extra Hours: Mo Deputy Call Back Hou 4.75 16 -Jan -23 23:45 17 -Jan -23 4:30 Extra Hours: Mo Deputy Sheriff Gener, 4.75 17 -Jan -23 0:00 17 -Jan -23 3:30 Extra Hours: Mo 3221 Sheriff Gener, 3.50 17 -Jan -23 0:15 17 -Jan -23 3:45 Extra Hours: Mo Deputy Sheriff Gener, 3.50 17 -Jan -23 2:00 17 -Jan -23 5:30 Extra Hours: Mo Deputy EOS Premium 3.50 17 -Jan -23 2:00 17 -Jan -23 5:00 Extra Hours: Mo Deputy EOS Premium 3.00 17 -Jan -23 2:00 17 -Jan -23 4:30 Extra Hours: Mo Deputy EOS Premium 2.50 17 -Jan -23 2:00 17 -Jan -23 3:45 Extra Hours: Mo Deputy EOS Premium 1.75 17 -Jan -23 4:00 17 -Jan -23 6:00 Extra Hours: Mo Deputy EOS Premium 2.00 17 -Jan -23 4:00 17 -Jan -23 6:00 Extra Hours: Mo 3240 EOS Premium 2.00 17-Jan-23 6:00 17-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 17-Jan-23 6:00 17-Jan-23 7:15 Extra Hours: Mo 3241 EOS Premium 1.25 17-Jan-23 6:00 17-Jan-23 7:30 Extra Hours: Mo Deputy EOS Premium 1.50 17-Jan-23 6:00 17-Jan-23 7:00 Extra Hours: Mo 3240 EOS Premium 1.00 17-Jan-23 8:00 17-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 17-Jan-23 12:00 17-Jan-23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 17-Jan-23 16:00 17-Jan-23 16:30 Extra Hours: Mo 3210 EOS Premium 0.50 17-Jan-23 18:00 18-Jan-23 0:00 Monticello (52) 3240 Sheriff Gener, 6.00 17-Jan-23 20:00 18-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 18-Jan-23 0:00 18-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 4.00 18-Jan-23 6:00 18-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 18-Jan-23 8:00 18-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 18-Jan-23 12:00 18-Jan-23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 18-Jan-23 14:00 19-Jan-23 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 18-Jan-23 18:00 19-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 18-Jan-23 20:00 19-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 19-Jan-23 6:00 19-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 19-Jan-23 8:00 19-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 19-Jan-23 10:00 19-Jan-23 16:00 Monticello (52) 3221 Sheriff Gener, 6.00 19-Jan-23 14:00 20-Jan-23 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 19-Jan-23 18:00 20-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 19-Jan-23 20:00 20-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 20-Jan-23 6:00 20-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 20-Jan-23 8:00 20-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 20-Jan-23 12:00 20-Jan-23 22:00 Monticello (52) 3221 Sheriff Gener, 10.00 20-Jan-23 14:00 21-Jan-23 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 20-Jan-23 18:00 21-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 20-Jan-23 21:00 21-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 9.00 21-Jan-23 6:00 21-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 21-Jan-23 8:00 21-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 21-Jan-23 10:00 21-Jan-23 20:00 Monticello (52) 3221 Sheriff Gener, 10.00 21-Jan-23 14:00 22-Jan-23 0:00 Monticello (52) 3230 Sheriff Gener, 10.00 21-Jan-23 18:00 22-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 21-Jan-23 20:00 22-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 22-Jan-23 6:00 22-Jan-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 22-Jan-23 8:00 22-Jan-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 22-Jan-23 10:00 22-Jan-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 22-Jan-23 18:00 23-Jan-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 22-Jan-23 18:00 23-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 23-Jan-23 6:00 23-Jan-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 23-Jan-23 8:00 23-Jan-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 23-Jan-23 10:00 23-Jan-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 23-Jan-23 18:00 24-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 23-Jan-23 18:00 24-Jan-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 23-Jan-23 20:00 23-Jan-23 21:00 Extra Hours: Mo 3211 EOS Premium 1.00 24-Jan-23 6:00 24-Jan-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 24-Jan-23 8:00 24-Jan-23 18:45 Monticello (52) 3211 Sheriff Gener, 10.75 24-Jan-23 10:00 24-Jan-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 24-Jan-23 18:00 25-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 24-Jan-23 18:00 25-Jan-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 25-Jan-23 6:00 25-Jan-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 25-Jan-23 8:00 25-Jan-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 25-Jan-23 10:00 25-Jan-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 25-Jan-23 18:00 26-Jan-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 25-Jan-23 18:00 26-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 25-Jan-23 19:00 25-Jan-23 22:00 Monticello (52) 3221 Sheriff Gener, 3.00 25-Jan-23 22:00 25-Jan-23 22:30 Extra Hours: Mo 3221 EOS Premium 0.50 26-Jan-23 6:00 26-Jan-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 26-Jan-23 8:00 26-Jan-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 26-Jan-23 10:00 26-Jan-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 26-Jan-23 18:00 27-Jan-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 26-Jan-23 18:00 27-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 27-Jan-23 6:00 27-Jan-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 27-Jan-23 8:00 27-Jan-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 27-Jan-23 10:00 27-Jan-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 27-Jan-23 18:00 28-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 27-Jan-23 18:00 28-Jan-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 28-Jan-23 6:00 28-Jan-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 28-Jan-23 8:00 28-Jan-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 28-Jan-23 10:00 28-Jan-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 28-Jan-23 18:00 29-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 28-Jan-23 18:00 29-Jan-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 29-Jan-23 6:00 29-Jan-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 29-Jan-23 8:00 29-Jan-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 29-Jan-23 10:00 29-Jan-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 29-Jan-23 18:00 30-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 29-Jan-23 18:00 30-Jan-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 30-Jan-23 6:00 30-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 30-Jan-23 8:00 30-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 30-Jan-23 10:00 30-Jan-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 30-Jan-23 18:00 31-Jan-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 30-Jan-23 20:00 31-Jan-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 31-Jan-23 6:00 31-Jan-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 31-Jan-23 8:00 31-Jan-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 31-Jan-23 10:00 31-Jan-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 31-Jan-23 18:00 1-Feb-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 31-Jan-23 20:00 1-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 TOTAL: 1,891.75 Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Shift Stop Starting Hours (beginning of month): 19,048.25 M -T -D (detailed below): 1,491.50 Balance going forward (to next month): 17,556.75 Position Time Type Regular Hours Y -T -D: 3,383.25 ** 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 -Feb -23 6:00 1 -Feb -23 13:30 Monticello (52) 3210 Sheriff Gener, 7.50 1 -Feb -23 8:00 1 -Feb -23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 1 -Feb -23 10:00 1 -Feb -23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 1 -Feb -23 18:00 2 -Feb -23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 1 -Feb -23 20:00 2 -Feb -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 2 -Feb -23 6:00 2 -Feb -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 2 -Feb -23 8:00 2 -Feb -23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 2 -Feb -23 10:00 2 -Feb -23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 2 -Feb -23 18:00 3 -Feb -23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 2 -Feb -23 20:00 3 -Feb -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 3 -Feb -23 6:00 3 -Feb -23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 3 -Feb -23 8:00 3 -Feb -23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 3 -Feb -23 18:00 4 -Feb -23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 3 -Feb -23 18:00 4 -Feb -23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 4 -Feb -23 6:00 4 -Feb -23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 4 -Feb -23 8:00 4 -Feb -23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 4 -Feb -23 10:00 4 -Feb -23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 4 -Feb -23 18:00 5 -Feb -23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 4 -Feb -23 18:00 5 -Feb -23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 5 -Feb -23 6:00 5 -Feb -23 10:00 Extra Hours: Mo 3240 EOS Premium 4.00 5 -Feb -23 6:00 5 -Feb -23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 5 -Feb -23 8:00 5 -Feb -23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 5 -Feb -23 18:00 6 -Feb -23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 5 -Feb -23 18:00 6 -Feb -23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 6 -Feb -23 6:00 6 -Feb -23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 6 -Feb -23 10:00 6 -Feb -23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 6 -Feb -23 18:00 7 -Feb -23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 6 -Feb -23 18:00 7 -Feb -23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 7 -Feb -23 6:00 7 -Feb -23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 7 -Feb -23 8:00 7 -Feb -23 20:00 Monticello (52) 3220 Sheriff Gener, 12.00 7 -Feb -23 18:00 8 -Feb -23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 7 -Feb -23 18:00 8 -Feb -23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 8 -Feb -23 6:00 8 -Feb -23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 8-Feb-23 10:00 8-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 8-Feb-23 18:00 9-Feb-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 8-Feb-23 18:00 9-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 9-Feb-23 6:00 9-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 9-Feb-23 8:00 9-Feb-23 10:00 Monticello (52) 3211 Sheriff Gener, 2.00 9-Feb-23 10:00 9-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 9-Feb-23 13:00 9-Feb-23 20:00 Monticello (52) 3211 Sheriff Gener, 7.00 9-Feb-23 14:00 9-Feb-23 18:00 Monticello (52) 3240 Sheriff Gener, 4.00 9-Feb-23 18:00 9-Feb-23 22:00 Monticello (52) 3240 Sheriff Gener, 4.00 9-Feb-23 18:00 10-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 9-Feb-23 22:00 10-Feb-23 2:00 Monticello (52) 3240 Sheriff Gener, 4.00 10-Feb-23 6:00 10-Feb-23 10:00 Monticello (52) 3210 Sheriff Gener, 4.00 10-Feb-23 8:00 10-Feb-23 14:00 Monticello (52) 3211 Sheriff Gener, 6.00 10-Feb-23 10:00 10-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 8.00 10-Feb-23 10:00 10-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 10-Feb-23 14:00 10-Feb-23 18:00 Monticello (52) 3211 Sheriff Gener, 4.00 10-Feb-23 18:00 11-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 10-Feb-23 18:00 11-Feb-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 11-Feb-23 6:00 11-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 11-Feb-23 10:00 11-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 11-Feb-23 18:00 12-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 11-Feb-23 18:00 12-Feb-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 11-Feb-23 18:00 11-Feb-23 19:00 Extra Hours: Mo 3210 EOS Premium 1.00 12-Feb-23 6:00 12-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 12-Feb-23 8:00 12-Feb-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 12-Feb-23 10:00 12-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 12-Feb-23 18:00 13-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 12-Feb-23 18:00 13-Feb-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 13-Feb-23 6:00 13-Feb-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 13-Feb-23 8:00 13-Feb-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 13-Feb-23 10:00 13-Feb-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 13-Feb-23 16:00 13-Feb-23 16:30 Extra Hours: Mo 3210 EOS Premium 0.50 13-Feb-23 16:00 13-Feb-23 17:30 Extra Hours: Mo 3210 EOS Premium 1.50 13-Feb-23 20:00 14-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 13-Feb-23 20:00 14-Feb-23 4:00 Monticello (52) 3240 Sheriff Gener, 8.00 14-Feb-23 6:00 14-Feb-23 7:00 Extra Hours: Mo 3241 EOS Premium 1.00 14-Feb-23 6:00 14-Feb-23 7:00 Extra Hours: Mo 3241 EOS Premium 1.00 14-Feb-23 6:00 14-Feb-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 14-Feb-23 8:00 14-Feb-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 14-Feb-23 10:00 14-Feb-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 14-Feb-23 18:00 15-Feb-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 14-Feb-23 20:00 15-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 15-Feb-23 6:00 15-Feb-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 15-Feb-23 8:00 15-Feb-23 10:00 Monticello (52) 3220 Sheriff Gener, 2.00 15-Feb-23 8:00 15-Feb-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 15-Feb-23 10:00 15-Feb-23 16:00 Monticello (52) 3220 Sheriff Gener, 6.00 15-Feb-23 18:00 16-Feb-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 IS-Feb-23 18:00 15-Feb-23 20:00 Monticello (52) 3220 Sheriff Gener, 2.00 15-Feb-23 20:00 16-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 16-Feb-23 6:00 16-Feb-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 16-Feb-23 8:00 16-Feb-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 16-Feb-23 10:00 16-Feb-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 16-Feb-23 18:00 17-Feb-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 16-Feb-23 20:00 17-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 17-Feb-23 6:00 17-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 17-Feb-23 8:00 17-Feb-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 17-Feb-23 10:00 17-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 17-Feb-23 18:00 18-Feb-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 17-Feb-23 18:00 18-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 18-Feb-23 6:00 18-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 18-Feb-23 8:00 18-Feb-23 13:00 Monticello (52) 3211 Sheriff Gener, 5.00 18-Feb-23 10:00 18-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 18-Feb-23 14:00 18-Feb-23 18:00 Monticello (52) 3211 Sheriff Gener, 4.00 18-Feb-23 18:00 19-Feb-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 18-Feb-23 18:00 19-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 19-Feb-23 6:00 19-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 19-Feb-23 10:00 19-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 19-Feb-23 18:00 20-Feb-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 19-Feb-23 18:00 20-Feb-23 4:00 Monticello (52) 3241 Sheriff Gener, 10.00 20-Feb-23 4:00 20-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 2.00 20-Feb-23 6:00 20-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 20-Feb-23 8:00 20-Feb-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 20-Feb-23 10:00 20-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 20-Feb-23 18:00 21-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 20-Feb-23 18:00 21-Feb-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 20-Feb-23 22:00 20-Feb-23 22:30 Extra Hours: Mo 3220 EOS Premium 0.50 21-Feb-23 6:00 21-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 21-Feb-23 8:00 21-Feb-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 21-Feb-23 10:00 21-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 21-Feb-23 16:00 22-Feb-23 4:00 Monticello (52) 3240 Sheriff Gener, 12.00 21-Feb-23 18:00 22-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 22-Feb-23 6:00 22-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 22-Feb-23 8:00 22-Feb-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 22-Feb-23 14:00 22-Feb-23 18:00 Monticello (52) 3220 Sheriff Gener, 4.00 22-Feb-23 18:00 23-Feb-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 22-Feb-23 18:00 23-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 23-Feb-23 6:00 23-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 23-Feb-23 8:00 23-Feb-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 23-Feb-23 10:00 23-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 23-Feb-23 18:00 24-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 23-Feb-23 18:00 24-Feb-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 24-Feb-23 6:00 24-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 24-Feb-23 8:00 24-Feb-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 24-Feb-23 10:00 24-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 24-Feb-23 18:00 25-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 24-Feb-23 18:00 25-Feb-23 2:30 Monticello (52) 3240 Sheriff Gener, 8.50 25-Feb-23 2:30 25-Feb-23 4:00 Monticello (52) 3240 Sheriff Gener, 1.50 25-Feb-23 6:00 25-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 25-Feb-23 8:00 25-Feb-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 25-Feb-23 10:00 25-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 25-Feb-23 18:00 26-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 25-Feb-23 18:00 25-Feb-23 19:30 Extra Hours: Mo 3210 EOS Premium 1.50 25-Feb-23 18:00 25-Feb-23 19:30 Extra Hours: Mo 3210 EOS Premium 1.50 25-Feb-23 20:00 26-Feb-23 4:00 Monticello (52) 3240 Sheriff Gener, 8.00 26-Feb-23 6:00 26-Feb-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 26-Feb-23 8:00 26-Feb-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 26-Feb-23 10:00 26-Feb-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 26-Feb-23 18:00 27-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 26-Feb-23 18:00 27-Feb-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 27-Feb-23 6:00 27-Feb-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 27-Feb-23 8:00 27-Feb-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 27-Feb-23 10:00 27-Feb-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 27-Feb-23 20:00 28-Feb-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 27-Feb-23 20:00 28-Feb-23 2:00 Monticello (52) 3240 Sheriff Gener, 6.00 28-Feb-23 2:00 28-Feb-23 3:30 Extra Hours: Mo 3240 EOS Premium 1.50 28-Feb-23 6:00 28-Feb-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 28-Feb-23 8:00 28-Feb-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 28-Feb-23 10:00 28-Feb-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 28-Feb-23 20:00 1-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 28-Feb-23 20:00 1-Mar-23 2:00 Monticello (52) 3240 Sheriff Gener, 6.00 TOTAL: 1,491.50 Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Shift Stop Starting Hours (beginning of month): 17,556.75 M -T -D (detailed below): 1,653.75 Balance going forward (to next month): 15,903.00 Position Time Type Regular Hours Y -T -D: 5,037.00 ** 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 -Mar -23 6:00 1 -Mar -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 1 -Mar -23 8:00 1 -Mar -23 16:00 Monticello (52) 3211 Sheriff Gener; 8.00 1 -Mar -23 10:00 1 -Mar -23 20:00 Monticello (52) 3220 Sheriff Premie 10.00 1 -Mar -23 18:00 2 -Mar -23 4:00 Monticello (52) 3240 Sheriff Gener; 10.00 1 -Mar -23 20:00 2 -Mar -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 1 -Mar -23 20:00 1 -Mar -23 21:15 Extra Hours: Mo 3220 EOS Premium 1.25 2 -Mar -23 6:00 2 -Mar -23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 2 -Mar -23 8:00 2 -Mar -23 18:00 Monticello (52) 3211 Sheriff Gener; 10.00 2 -Mar -23 16:00 3 -Mar -23 2:00 Monticello (52) 3220 Sheriff Gener, 10.00 2 -Mar -23 18:00 3 -Mar -23 4:00 Monticello (52) 3240 Sheriff Gener; 10.00 2 -Mar -23 20:00 3 -Mar -23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 3 -Mar -23 6:00 3 -Mar -23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 3 -Mar -23 8:00 3 -Mar -23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 3 -Mar -23 16:00 3 -Mar -23 20:00 Monticello (52) 3220 Sheriff Gener, 4.00 3 -Mar -23 18:00 4 -Mar -23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 3 -Mar -23 18:00 4 -Mar -23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 4 -Mar -23 6:00 4 -Mar -23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 4 -Mar -23 8:00 4 -Mar -23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 4 -Mar -23 18:00 5 -Mar -23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 4 -Mar -23 18:00 4 -Mar -23 22:00 Monticello (52) 3220 Sheriff Gener, 4.00 4 -Mar -23 18:00 5 -Mar -23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 5 -Mar -23 6:00 5 -Mar -23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 5 -Mar -23 8:00 5 -Mar -23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 5 -Mar -23 18:00 6 -Mar -23 2:00 Monticello (52) 3240 Sheriff Gener, 8.00 5 -Mar -23 18:00 5 -Mar -23 22:00 Monticello (52) 3220 Sheriff Gener, 4.00 5 -Mar -23 18:00 6 -Mar -23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 6 -Mar -23 2:00 6 -Mar -23 6:00 Monticello (52) 3240 Sheriff Gener, 4.00 6 -Mar -23 6:00 6 -Mar -23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 6 -Mar -23 8:00 6 -Mar -23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 6 -Mar -23 10:00 6 -Mar -23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 6 -Mar -23 18:00 6 -Mar -23 20:00 Monticello (52) 3241 Sheriff Gener, 2.00 6 -Mar -23 18:00 7 -Mar -23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 6 -Mar -23 20:00 6 -Mar -23 22:00 Monticello (52) 3241 Sheriff Gener, 2.00 6-Mar-23 22:00 7-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 8.00 7-Mar-23 6:00 7-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 7-Mar-23 8:00 7-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 7-Mar-23 10:00 7-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 7-Mar-23 18:00 7-Mar-23 20:00 Monticello (52) 3240 Sheriff Gener, 2.00 7-Mar-23 18:00 8-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 7-Mar-23 20:00 8-Mar-23 4:00 Monticello (52) 3240 Sheriff Gener, 8.00 8-Mar-23 6:00 8-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 8-Mar-23 8:00 8-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 8-Mar-23 18:00 9-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 8-Mar-23 18:00 8-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 4.00 8-Mar-23 20:00 9-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 9-Mar-23 6:00 9-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 9-Mar-23 8:00 9-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 9-Mar-23 18:00 10-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 9-Mar-23 18:00 9-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 4.00 9-Mar-23 18:00 10-Mar-23 2:00 Monticello (52) 3241 Sheriff Gener; 8.00 10-Mar-23 2:00 10-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 4.00 10-Mar-23 6:00 10-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener; 12.00 10-Mar-23 8:00 10-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 10-Mar-23 10:00 10-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener; 12.00 10-Mar-23 18:00 11-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 10-Mar-23 18:00 11-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener; 12.00 11-Mar-23 6:00 11-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 11-Mar-23 8:00 11-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener; 12.00 11-Mar-23 16:00 11-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 6.00 11-Mar-23 18:00 12-Mar-23 3:00 Monticello (52) 3241 Sheriff Gener, 8.00 11-Mar-23 18:00 12-Mar-23 3:00 Monticello (52) 3240 Sheriff Gener, 8.00 12-Mar-23 3:00 12-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 3.00 12-Mar-23 3:00 12-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener, 3.00 12-Mar-23 6:00 12-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 12-Mar-23 8:00 12-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 12-Mar-23 10:00 12-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 12-Mar-23 18:00 13-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 12-Mar-23 18:00 13-Mar-23 5:00 Monticello (52) 3240 Sheriff Gener, 11.00 12-Mar-23 22:00 13-Mar-23 0:15 Extra Hours: Mo 3220 EOS Premium 2.25 13-Mar-23 6:00 13-Mar-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 13-Mar-23 8:00 13-Mar-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 13-Mar-23 10:00 13-Mar-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 13-Mar-23 20:00 14-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 13-Mar-23 20:00 14-Mar-23 5:00 Monticello (52) 3240 Sheriff Gener, 9.00 14-Mar-23 6:00 14-Mar-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 14-Mar-23 8:00 14-Mar-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 14-Mar-23 10:00 14-Mar-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 14-Mar-23 20:00 15-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 14-Mar-23 22:00 15-Mar-23 2:00 Monticello (52) 3240 Sheriff Gener, 4.00 15-Mar-23 0:00 15-Mar-23 6:00 Monticello (52) 3231 Sheriff Gener, 6.00 15-Mar-23 6:00 15-Mar-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 15-Mar-23 8:00 15-Mar-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 15-Mar-23 10:00 15-Mar-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 15-Mar-23 18:00 16-Mar-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 15-Mar-23 20:00 16-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 16-Mar-23 6:00 16-Mar-23 6:30 Extra Hours: Mo 3241 Sheriff Gener, 0.50 16-Mar-23 6:00 16-Mar-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 16-Mar-23 8:00 16-Mar-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 16-Mar-23 10:00 16-Mar-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 16-Mar-23 18:00 17-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 16-Mar-23 18:00 17-Mar-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 17-Mar-23 6:00 17-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 17-Mar-23 8:00 17-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 17-Mar-23 12:00 17-Mar-23 16:00 Monticello (52) 3220 Sheriff Gener, 4.00 17-Mar-23 18:00 18-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 17-Mar-23 18:00 18-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 18-Mar-23 6:00 18-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener; 12.00 18-Mar-23 8:00 18-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 18-Mar-23 18:00 19-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener; 12.00 18-Mar-23 18:00 18-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 4.00 18-Mar-23 18:00 19-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener; 12.00 19-Mar-23 6:00 19-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 19-Mar-23 8:00 19-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener; 12.00 19-Mar-23 18:00 20-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 19-Mar-23 18:00 19-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener; 4.00 19-Mar-23 18:00 20-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 20-Mar-23 6:00 20-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 20-Mar-23 8:00 20-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 20-Mar-23 10:00 20-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 20-Mar-23 18:00 21-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 20-Mar-23 18:00 21-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 21-Mar-23 6:00 21-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 21-Mar-23 8:00 21-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 21-Mar-23 10:00 21-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 21-Mar-23 18:00 22-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 21-Mar-23 20:00 22-Mar-23 4:00 Monticello (52) 3240 Sheriff Gener, 8.00 22-Mar-23 6:00 22-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 22-Mar-23 8:00 22-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 22-Mar-23 18:00 23-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 22-Mar-23 18:00 22-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 4.00 22-Mar-23 18:00 23-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 23-Mar-23 6:00 23-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 23-Mar-23 8:00 23-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 23-Mar-23 18:00 24-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 23-Mar-23 18:00 23-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 4.00 23-Mar-23 18:00 24-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 24-Mar-23 6:00 24-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 24-Mar-23 8:00 24-Mar-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 24-Mar-23 10:00 24-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 24-Mar-23 18:00 25-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 24-Mar-23 20:00 25-Mar-23 4:00 Monticello (52) 3240 Sheriff Gener, 8.00 25-Mar-23 6:00 25-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 25-Mar-23 8:00 25-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 25-Mar-23 10:00 25-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 25-Mar-23 18:00 26-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 25-Mar-23 20:00 26-Mar-23 4:00 Monticello (52) 3240 Sheriff Gener, 8.00 26-Mar-23 6:00 26-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 26-Mar-23 8:00 26-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 26-Mar-23 10:00 26-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 12.00 26-Mar-23 18:00 27-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 26-Mar-23 20:00 27-Mar-23 4:00 Monticello (52) 3240 Sheriff Gener, 8.00 27-Mar-23 6:00 27-Mar-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 27-Mar-23 8:00 27-Mar-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 27-Mar-23 10:00 27-Mar-23 21:00 Monticello (52) 3220 Sheriff Gener; 11.00 27-Mar-23 16:00 28-Mar-23 2:00 Monticello (52) 3230 Sheriff Gener, 10.00 27-Mar-23 18:00 27-Mar-23 21:00 Extra Hours: Mo 3211 EOS Premium 3.00 27-Mar-23 20:00 28-Mar-23 2:00 Monticello (52) 3241 Sheriff Gener, 6.00 27-Mar-23 20:00 28-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener; 10.00 28-Mar-23 6:00 28-Mar-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 28-Mar-23 8:00 28-Mar-23 18:00 Monticello (52) 3211 Sheriff Gener; 10.00 28-Mar-23 11:00 28-Mar-23 20:00 Monticello (52) 3220 Sheriff Gener, 9.00 28-Mar-23 20:00 29-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener; 10.00 28-Mar-23 20:00 28-Mar-23 20:45 Extra Hours: Mo 3220 EOS Premium 0.75 28-Mar-23 20:00 29-Mar-23 6:00 Monticello (52) 3240 Sheriff Gener, 10.00 29-Mar-23 6:00 29-Mar-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 29-Mar-23 8:00 29-Mar-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 29-Mar-23 10:00 29-Mar-23 20:00 Monticello (52) 3220 Sheriff Gener, 10.00 29-Mar-23 18:00 30-Mar-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 29-Mar-23 20:00 30-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 30-Mar-23 6:00 30-Mar-23 16:00 Monticello (52) 3210 Sheriff Gener, 10.00 30-Mar-23 8:00 30-Mar-23 18:00 Monticello (52) 3211 Sheriff Gener, 10.00 30-Mar-23 11:00 30-Mar-23 21:00 Monticello (52) 3220 Sheriff Premie 10.00 30-Mar-23 18:00 31-Mar-23 4:00 Monticello (52) 3240 Sheriff Gener, 10.00 30-Mar-23 20:00 31-Mar-23 6:00 Monticello (52) 3241 Sheriff Gener, 10.00 31-Mar-23 6:00 31-Mar-23 18:00 Monticello (52) 3210 Sheriff Gener, 12.00 31-Mar-23 8:00 31-Mar-23 20:00 Monticello (52) 3211 Sheriff Gener, 12.00 31-Mar-23 18:00 1-Apr-23 6:00 Monticello (52) 3240 Sheriff Gener, 12.00 31-Mar-23 18:00 31-Mar-23 22:00 Monticello (52) 3220 Sheriff Gener, 4.00 31-Mar-23 18:00 1-Apr-23 6:00 Monticello (52) 3241 Sheriff Gener, 12.00 TOTAL: 1,653.75 Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Shift Stop Starting Hours (beginning of month): 15,903.00 M -T -D (detailed below): 1,649.25 Balance going forward (to next month): 14,253.75 Position Time Type Regular Hours Y -T -D: 6,686.25 ** 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 -Apr -23 6:00 1 -Apr -23 18:00 Monticello (60) 3210 Sheriff Gener, 12.00 1 -Apr -23 8:00 1 -Apr -23 20:00 Monticello (60) 3211 Sheriff Gener; 12.00 1 -Apr -23 18:00 2 -Apr -23 6:00 Monticello (60) 3240 Sheriff Gener, 12.00 1 -Apr -23 18:00 1 -Apr -23 22:00 Monticello (60) 3220 Sheriff Gener; 4.00 1 -Apr -23 18:00 2 -Apr -23 6:00 Monticello (60) 3241 Sheriff Gener, 12.00 2 -Apr -23 6:00 2 -Apr -23 18:00 Monticello (60) 3210 Sheriff Gener; 12.00 2 -Apr -23 8:00 2 -Apr -23 20:00 Monticello (60) 3211 Sheriff Gener, 12.00 2 -Apr -23 16:00 2 -Apr -23 22:00 Monticello (60) 3220 Sheriff Gener; 6.00 2 -Apr -23 18:00 3 -Apr -23 6:00 Monticello (60) 3240 Sheriff Gener, 12.00 2 -Apr -23 18:00 3 -Apr -23 6:00 Monticello (60) 3241 Sheriff Gener; 12.00 3 -Apr -23 6:00 3 -Apr -23 8:30 Extra Hours: Mo 3240 EOS Premium 2.50 3 -Apr -23 6:00 3 -Apr -23 10:15 Extra Hours: Mo 3241 Sheriff Premie 4.25 3 -Apr -23 6:00 3 -Apr -23 18:00 Monticello (60) 3210 Sheriff Gener, 12.00 3 -Apr -23 8:00 3 -Apr -23 20:00 Monticello (60) 3211 Sheriff Gener, 12.00 3 -Apr -23 8:00 3 -Apr -23 20:00 Monticello (60) 3220 Sheriff Gener, 12.00 3 -Apr -23 18:00 4 -Apr -23 6:00 Monticello (60) 3241 Sheriff Gener, 12.00 3 -Apr -23 18:00 4 -Apr -23 6:00 Monticello (60) 3240 Sheriff Gener, 12.00 4 -Apr -23 6:00 4 -Apr -23 18:00 Monticello (60) 3210 Sheriff Gener, 12.00 4 -Apr -23 8:00 4 -Apr -23 20:00 Monticello (60) 3211 Sheriff Gener, 12.00 4 -Apr -23 8:00 4 -Apr -23 20:00 Monticello (60) 3220 Sheriff Gener, 12.00 4 -Apr -23 18:00 5 -Apr -23 6:00 Monticello (60) 3241 Sheriff Gener, 12.00 4 -Apr -23 18:00 5 -Apr -23 6:00 Monticello (60) 3240 Sheriff Gener, 12.00 5 -Apr -23 6:00 5 -Apr -23 18:00 Monticello (60) 3210 Sheriff Gener, 12.00 5 -Apr -23 8:00 5 -Apr -23 20:00 Monticello (60) 3211 Sheriff Gener, 12.00 5 -Apr -23 18:00 6 -Apr -23 6:00 Monticello (60) 3240 Sheriff Gener, 12.00 5 -Apr -23 18:00 5 -Apr -23 22:00 Monticello (60) 3220 Sheriff Gener, 4.00 5 -Apr -23 18:00 6 -Apr -23 6:00 Monticello (60) 3241 Sheriff Gener, 12.00 6 -Apr -23 6:00 6 -Apr -23 7:00 Extra Hours: Mo 3240 EOS Premium 1.00 6 -Apr -23 6:00 6 -Apr -23 18:00 Monticello (60) 3210 Sheriff Gener, 12.00 6 -Apr -23 8:00 6 -Apr -23 20:00 Monticello (60) 3211 Sheriff Gener, 12.00 6 -Apr -23 18:00 6 -Apr -23 22:00 Monticello (60) 3241 Sheriff Gener, 4.00 6 -Apr -23 18:00 7 -Apr -23 6:00 Monticello (60) 3240 Sheriff Gener, 12.00 6 -Apr -23 18:00 6 -Apr -23 22:00 Monticello (60) 3220 Sheriff Gener, 4.00 7-Apr-23 4:00 7-Apr-23 6:00 Monticello (60) 3241 Sheriff Gener, 2.00 7-Apr-23 6:00 7-Apr-23 18:00 Monticello (60) 3210 Sheriff Gener, 12.00 7-Apr-23 8:00 7-Apr-23 20:00 Monticello (60) 3211 Sheriff Gener, 12.00 7-Apr-23 10:00 7-Apr-23 22:00 Monticello (60) 3220 Sheriff Gener, 12.00 7-Apr-23 18:00 8-Apr-23 6:00 Monticello (60) 3241 Sheriff Gener, 12.00 7-Apr-23 18:00 8-Apr-23 6:00 Monticello (60) 3240 Sheriff Gener, 12.00 8-Apr-23 6:00 8-Apr-23 18:00 Monticello (60) 3210 Sheriff Gener, 12.00 8-Apr-23 8:00 8-Apr-23 20:00 Monticello (60) 3211 Sheriff Gener, 12.00 8-Apr-23 10:00 8-Apr-23 22:00 Monticello (60) 3220 Sheriff Gener, 12.00 8-Apr-23 18:00 9-Apr-23 6:00 Monticello (60) 3241 Sheriff Gener, 12.00 8-Apr-23 18:00 9-Apr-23 6:00 Monticello (60) 3240 Sheriff Gener, 12.00 9-Apr-23 6:00 9-Apr-23 18:00 Monticello (60) 3210 Sheriff Gener, 12.00 9-Apr-23 8:00 9-Apr-23 20:00 Monticello (60) 3211 Sheriff Gener, 12.00 9-Apr-23 10:00 9-Apr-23 22:00 Monticello (60) 3220 Sheriff Gener, 12.00 9-Apr-23 18:00 10-Apr-23 6:00 Monticello (60) 3241 Sheriff Gener, 12.00 9-Apr-23 18:00 10-Apr-23 6:00 Monticello (60) 3240 Sheriff Gener, 12.00 9-Apr-23 22:00 9-Apr-23 23:00 Extra Hours: Mo 3220 EOS Premium 1.00 10-Apr-23 6:00 10-Apr-23 16:00 Monticello (60) 3210 Sheriff Gener, 10.00 10-Apr-23 8:00 10-Apr-23 18:00 Monticello (60) 3211 Sheriff Gener; 10.00 10-Apr-23 10:00 10-Apr-23 20:00 Monticello (60) 3220 Sheriff Gener, 10.00 10-Apr-23 18:00 11-Apr-23 4:00 Monticello (60) 3240 Sheriff Gener; 10.00 10-Apr-23 20:00 11-Apr-23 6:00 Monticello (60) 3241 Sheriff Gener, 10.00 11-Apr-23 6:00 11-Apr-23 16:00 Monticello (60) 3210 Sheriff Gener; 10.00 11-Apr-23 8:00 11-Apr-23 18:00 Monticello (60) 3211 Sheriff Gener, 10.00 11-Apr-23 10:00 11-Apr-23 20:00 Monticello (60) 3220 Sheriff Gener; 10.00 11-Apr-23 18:00 12-Apr-23 4:00 Monticello (60) 3240 Sheriff Gener, 10.00 11-Apr-23 20:00 12-Apr-23 6:00 Monticello (60) 3241 Sheriff Gener, 10.00 11-Apr-23 20:00 11-Apr-23 22:00 Extra Hours: Mo 3220 EOS Premium 2.00 12-Apr-23 6:00 12-Apr-23 16:00 Monticello (60) 3210 Sheriff Gener, 10.00 12-Apr-23 8:00 12-Apr-23 18:00 Monticello (60) 3211 Sheriff Gener, 10.00 12-Apr-23 16:00 13-Apr-23 2:00 Monticello (60) 3220 Sheriff Gener, 10.00 12-Apr-23 18:00 13-Apr-23 4:00 Monticello (60) 3240 Sheriff Gener, 10.00 12-Apr-23 20:00 13-Apr-23 6:00 Monticello (60) 3241 Sheriff Gener, 10.00 13-Apr-23 6:00 13-Apr-23 12:00 Monticello (60) 3210 Sheriff Gener, 6.00 13-Apr-23 8:00 13-Apr-23 18:00 Monticello (60) 3211 Sheriff Gener, 10.00 13-Apr-23 10:00 13-Apr-23 20:00 Monticello (60) 3220 Sheriff Gener, 10.00 13-Apr-23 18:00 14-Apr-23 4:00 Monticello (60) 3240 Sheriff Gener, 10.00 13-Apr-23 20:00 14-Apr-23 6:00 Monticello (60) 3241 Sheriff Gener, 10.00 14-Apr-23 6:00 14-Apr-23 10:00 Monticello (60) 3211 Sheriff Gener, 4.00 14-Apr-23 6:00 14-Apr-23 18:00 Monticello (60) 3210 Sheriff Gener, 12.00 14-Apr-23 10:00 14-Apr-23 14:00 Monticello (60) 3211 Sheriff Gener, 4.00 14-Apr-23 14:00 14-Apr-23 18:00 Monticello (60) 3211 Sheriff Gener, 4.00 14-Apr-23 18:00 15-Apr-23 6:00 Monticello (60) 3240 Sheriff Gener, 12.00 14-Apr-23 18:00 14-Apr-23 22:00 Monticello (60) 3220 Sheriff Gener, 4.00 14-Apr-23 18:00 15-Apr-23 6:00 Monticello (60) 3241 Sheriff Gener, 12.00 15-Apr-23 6:00 15-Apr-23 10:00 Monticello (60) 3211 Sheriff Gener, 4.00 15-Apr-23 6:00 15-Apr-23 18:00 Monticello (60) 3210 Sheriff Gener, 12.00 15 -Apr -23 10:00 15 -Apr -23 14:00 Monticello (60) 15 -Apr -23 14:00 15 -Apr -23 18:00 Monticello (60) 15 -Apr -23 18:00 16 -Apr -23 6:00 Monticello (60) 15 -Apr -23 18:00 15 -Apr -23 22:00 Monticello (60) 15 -Apr -23 18:00 16 -Apr -23 6:00 Monticello (60) 16 -Apr -23 6:00 16 -Apr -23 18:00 Monticello (60) 16 -Apr -23 8:00 16 -Apr -23 20:00 Monticello (60) 16 -Apr -23 18:00 17 -Apr -23 6:00 Monticello (60) 16 -Apr -23 18:00 16 -Apr -23 22:00 Monticello (60) 16 -Apr -23 18:00 17 -Apr -23 0:00 Monticello (60) 17 -Apr -23 0:00 17 -Apr -23 2:00 Monticello (60) 17 -Apr -23 6:00 17 -Apr -23 18:00 Monticello (60) 17 -Apr -23 8:00 17 -Apr -23 20:00 Monticello (60) 17 -Apr -23 10:00 17 -Apr -23 22:00 Monticello (60) 17 -Apr -23 18:00 18 -Apr -23 6:00 Monticello (60) 17 -Apr -23 18:00 18 -Apr -23 6:00 Monticello (60) 18 -Apr -23 6:00 18 -Apr -23 18:00 Monticello (60) 18 -Apr -23 8:00 18 -Apr -23 20:00 Monticello (60) 18 -Apr -23 10:00 18 -Apr -23 22:00 Monticello (60) 18 -Apr -23 18:00 19 -Apr -23 6:00 Monticello (60) 18 -Apr -23 18:00 19 -Apr -23 6:00 Monticello (60) 19 -Apr -23 6:00 19 -Apr -23 18:00 Monticello (60) 19 -Apr -23 7:30 19 -Apr -23 8:30 Monticello (60) 19 -Apr -23 8:00 19 -Apr -23 20:00 Monticello (60) 19 -Apr -23 10:00 19 -Apr -23 22:00 Monticello (60) 19 -Apr -23 18:00 20 -Apr -23 6:00 Monticello (60) 19 -Apr -23 18:00 20 -Apr -23 6:00 Monticello (60) 20 -Apr -23 6:00 20 -Apr -23 16:00 Monticello (60) 20 -Apr -23 8:00 20 -Apr -23 20:00 Monticello (60) 20 -Apr -23 10:00 20 -Apr -23 22:00 Monticello (60) 20 -Apr -23 16:00 20 -Apr -23 18:00 Monticello (60) 20 -Apr -23 18:00 21 -Apr -23 6:00 Monticello (60) 20 -Apr -23 18:00 21 -Apr -23 6:00 Monticello (60) 21 -Apr -23 6:00 21 -Apr -23 18:00 Monticello (60) 21 -Apr -23 8:00 21 -Apr -23 20:00 Monticello (60) 21 -Apr -23 10:00 21 -Apr -23 22:00 Monticello (60) 21 -Apr -23 18:00 22 -Apr -23 6:00 Monticello (60) 21 -Apr -23 18:00 22 -Apr -23 6:00 Monticello (60) 22 -Apr -23 6:00 22 -Apr -23 18:00 Monticello (60) 22 -Apr -23 8:00 22 -Apr -23 20:00 Monticello (60) 22 -Apr -23 10:00 22 -Apr -23 22:00 Monticello (60) 22 -Apr -23 18:00 23 -Apr -23 6:00 Monticello (60) 22 -Apr -23 18:00 23 -Apr -23 6:00 Monticello (60) 23 -Apr -23 6:00 23 -Apr -23 18:00 Monticello (60) 23 -Apr -23 8:00 23 -Apr -23 20:00 Monticello (60) 23 -Apr -23 10:00 23 -Apr -23 22:00 Monticello (60) 23 -Apr -23 18:00 24 -Apr -23 6:00 Monticello (60) 3211 Sheriff Gener 3211 Sheriff Gener 3240 Sheriff Gener 3220 Sheriff Gener 3241 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3240 Sheriff Gener 3220 Sheriff Gener 3241 Sheriff Gener 3241 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3220 Sheriff Gener 3241 Sheriff Gener 3240 Sheriff Gener 3210 Sheriff Gener; 3211 Sheriff Gener 3220 Sheriff Gener; 3241 Sheriff Gener 3240 Sheriff Gener; 3210 Sheriff Gener 3220 Sheriff Gener; 3211 Sheriff Gener 3220 Sheriff Gener; 3240 Sheriff Gener 3241 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3220 Sheriff Gener 3210 Sheriff Gener 3240 Sheriff Gener 3241 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3220 Sheriff Gener 3241 Sheriff Gener 3240 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3220 Sheriff Gener 3241 Sheriff Gener 3240 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3220 Sheriff Gener 3241 Sheriff Gener 4.00 4.00 12.00 4.00 12.00 12.00 12.00 12.00 4.00 6.00 2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 1.00 12.00 12.00 12.00 12.00 10.00 12.00 12.00 2.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 23 -Apr -23 18:00 24 -Apr -23 6:00 Monticello (60) 24 -Apr -23 6:00 24 -Apr -23 16:00 Monticello (60) 24 -Apr -23 8:00 24 -Apr -23 8:45 Monticello (60) 24 -Apr -23 8:45 24 -Apr -23 18:00 Monticello (60) 24 -Apr -23 10:00 24 -Apr -23 20:00 Monticello (60) 24 -Apr -23 18:00 25 -Apr -23 4:00 Monticello (60) 24 -Apr -23 18:00 24 -Apr -23 20:30 Monticello (60) 24 -Apr -23 20:00 25 -Apr -23 6:00 Monticello (60) 25 -Apr -23 6:00 25 -Apr -23 16:00 Monticello (60) 25 -Apr -23 8:00 25 -Apr -23 18:00 Monticello (60) 25 -Apr -23 10:00 25 -Apr -23 20:00 Monticello (60) 25 -Apr -23 18:00 26 -Apr -23 4:00 Monticello (60) 25 -Apr -23 20:00 26 -Apr -23 6:00 Monticello (60) 26 -Apr -23 6:00 26 -Apr -23 16:00 Monticello (60) 26 -Apr -23 8:00 26 -Apr -23 18:00 Monticello (60) 26 -Apr -23 10:00 26 -Apr -23 16:00 Monticello (60) 26 -Apr -23 16:00 26 -Apr -23 20:00 Monticello (60) 26 -Apr -23 18:00 27 -Apr -23 4:00 Monticello (60) 26 -Apr -23 20:00 27 -Apr -23 6:00 Monticello (60) 27 -Apr -23 6:00 27 -Apr -23 16:00 Monticello (60) 27 -Apr -23 8:00 27 -Apr -23 18:00 Monticello (60) 27 -Apr -23 12:00 27 -Apr -23 16:00 Monticello (60) 27 -Apr -23 16:00 27 -Apr -23 22:00 Monticello (60) 27 -Apr -23 18:00 28 -Apr -23 4:00 Monticello (60) 27 -Apr -23 20:00 28 -Apr -23 6:00 Monticello (60) 28 -Apr -23 6:00 28 -Apr -23 18:00 Monticello (60) 28 -Apr -23 6:00 28 -Apr -23 13:00 Monticello (60) 28 -Apr -23 10:00 28 -Apr -23 12:00 Monticello (60) 28 -Apr -23 16:00 29 -Apr -23 2:00 Monticello (60) 28 -Apr -23 18:00 29 -Apr -23 6:00 Monticello (60) 28 -Apr -23 18:00 29 -Apr -23 6:00 Monticello (60) 29 -Apr -23 6:00 29 -Apr -23 18:00 Monticello (60) 29 -Apr -23 8:00 29 -Apr -23 20:00 Monticello (60) 29 -Apr -23 10:00 29 -Apr -23 22:00 Monticello (60) 29 -Apr -23 18:00 30 -Apr -23 6:00 Monticello (60) 29 -Apr -23 18:00 30 -Apr -23 6:00 Monticello (60) 30 -Apr -23 6:00 30 -Apr -23 18:00 Monticello (60) 30 -Apr -23 10:00 30 -Apr -23 22:00 Monticello (60) 30 -Apr -23 18:00 1 -May -23 6:00 Monticello (60) 30 -Apr -23 18:00 1 -May -23 6:00 Monticello (60) 3240 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3211 Sheriff Gener 3220 Sheriff Gener 3240 Sheriff Gener 3210 Sheriff Gener 3241 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3220 Sheriff Gener 3240 Sheriff Gener 3241 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3220 Sheriff Gener 3220 Sheriff Gener; 3240 Sheriff Gener 3241 Sheriff Gener; 3210 Sheriff Gener 3211 Sheriff Gener; 3220 Sheriff Gener 3220 Sheriff Gener; 3240 Sheriff Gener 3241 Sheriff Gener; 3210 Sheriff Gener 3211 Sheriff Gener 3220 Sheriff Gener 3220 Sheriff Gener 3240 Sheriff Gener 3241 Sheriff Gener 3210 Sheriff Gener 3211 Sheriff Gener 3220 Sheriff Gener 3240 Sheriff Gener 3241 Sheriff Gener 3210 Sheriff Gener 3220 Sheriff Gener 3240 Sheriff Gener 3241 Sheriff Gener TOTAL: 12.00 10.00 0.75 9.25 10.00 10.00 2.50 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 6.00 4.00 10.00 10.00 10.00 10.00 4.00 6.00 10.00 10.00 12.00 7.00 2.00 10.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 1,649.Z5 Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Shift Stop Starting Hours (beginning of month): 14,253.75 M -T -D (detailed below): 1,802.00 Balance going forward (to next month): 12,451.75 Position Time Type Regular Hours Y -T -D: 8,488.25 ** 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 -May -23 6:00 1 -May -23 18:00 Monticello (60) 3210 Sheriff Gener, 12 1 -May -23 8:00 1 -May -23 20:00 Monticello (60) 3211 Sheriff Gener; 12 1 -May -23 10:00 1 -May -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 1 -May -23 18:00 2 -May -23 6:00 Monticello (60) 3240 Sheriff Gener; 12 1 -May -23 20:00 2 -May -23 6:00 Monticello (60) 3241 Sheriff Gener, 10 2 -May -23 6:00 2 -May -23 18:00 Monticello (60) 3210 Sheriff Gener; 12 2 -May -23 8:00 2 -May -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 2 -May -23 10:00 2 -May -23 22:00 Monticello (60) 3220 Sheriff Gener; 12 2 -May -23 18:00 3 -May -23 6:00 Monticello (60) 3240 Sheriff Gener, 12 2 -May -23 20:00 2 -May -23 21:00 Extra Hours: Mo 3211 EOS Premium 1 2 -May -23 20:00 3 -May -23 4:00 Monticello (60) 3241 Sheriff Gener, 8 3 -May -23 6:00 3 -May -23 18:00 Monticello (60) 3210 Sheriff Gener, 12 3 -May -23 8:00 3 -May -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 3 -May -23 10:00 3 -May -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 3 -May -23 18:00 4 -May -23 6:00 Monticello (60) 3240 Sheriff Gener, 12 3 -May -23 18:00 4 -May -23 6:00 Monticello (60) 3241 Sheriff Gener, 12 4 -May -23 6:00 4 -May -23 12:00 Monticello (60) 3210 Sheriff Gener, 6 4 -May -23 8:00 4 -May -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 4 -May -23 10:00 4 -May -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 4 -May -23 18:00 5 -May -23 6:00 Monticello (60) 3240 Sheriff Gener, 12 4 -May -23 18:00 5 -May -23 6:00 Monticello (60) 3241 Sheriff Gener, 12 5 -May -23 6:00 5 -May -23 6:15 Extra Hours: Mo 3241 EOS Premium 0.25 5 -May -23 6:00 5 -May -23 18:00 Monticello (60) 3210 Sheriff Gener, 12 5 -May -23 8:00 5 -May -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 5 -May -23 10:00 5 -May -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 5 -May -23 18:00 6 -May -23 6:00 Monticello (60) 3240 Sheriff Gener, 12 5 -May -23 20:00 6 -May -23 6:00 Monticello (60) 3241 Sheriff Gener, 10 6 -May -23 6:00 6 -May -23 18:00 Monticello (60) 3210 Sheriff Gener, 12 6 -May -23 8:00 6 -May -23 20:00 Monticello (60) 3211 Sheriff Gener, 12 6 -May -23 10:00 6 -May -23 22:00 Monticello (60) 3220 Sheriff Gener, 12 6 -May -23 18:00 7 -May -23 6:00 Monticello (60) 3240 Sheriff Gener, 12 6 -May -23 20:00 7 -May -23 6:00 Monticello (60) 3241 Sheriff Gener, 10 7 -May -23 6:00 7 -May -23 14:00 Monticello (60) 3210 Sheriff Gener, 8 7-May-23 8:00 7-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 7-May-23 10:00 7-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 7-May-23 18:00 8-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 7-May-23 20:00 8-May-23 4:00 Monticello (60) 3241 Sheriff Gener, 8 8-May-23 6:00 8-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 8-May-23 8:00 8-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 8-May-23 10:00 8-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 8-May-23 18:00 9-May-23 4:00 Monticello (60) 3230 Sheriff Gener, 10 8-May-23 20:00 9-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 9-May-23 6:00 9-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 9-May-23 8:00 9-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 9-May-23 10:00 9-May-23 18:00 Monticello (60) 3220 Sheriff Gener, 8 9-May-23 16:00 10-May-23 2:00 Monticello (60) 3230 Sheriff Gener, 10 9-May-23 18:00 9-May-23 20:00 Extra Hours: Mo 3211 EOS Premium 2 9-May-23 18:00 10-May-23 4:00 Monticello (60) 3240 Sheriff Gener, 10 9-May-23 20:00 10-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 9-May-23 20:00 9-May-23 21:00 Extra Hours: Mo 3220 EOS Premium 1 10-May-23 6:00 10-May-23 13:00 Monticello (60) 3211 Sheriff Gener, 7 10-May-23 6:00 10-May-23 16:00 Monticello (60) 3210 Sheriff Gener; 10 10-May-23 10:00 10-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 10-May-23 18:00 11-May-23 4:00 Monticello (60) 3240 Sheriff Gener; 10 10-May-23 20:00 11-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 11-May-23 6:00 11-May-23 16:00 Monticello (60) 3211 Sheriff Gener; 10 11-May-23 6:00 11-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 11-May-23 16:00 11-May-23 22:00 Monticello (60) 3220 Sheriff Gener; 6 11-May-23 18:00 12-May-23 4:00 Monticello (60) 3240 Sheriff Gener, 10 11-May-23 20:00 12-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 12-May-23 6:00 12-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 12 12-May-23 6:00 12-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 12-May-23 10:00 12-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 12-May-23 18:00 13-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 12-May-23 18:00 13-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 12-May-23 18:00 12-May-23 18:30 Extra Hours: Mo 3211 EOS Premium 0.5 12-May-23 18:00 12-May-23 18:30 Extra Hours: Mo 3210 EOS Premium 0.5 13-May-23 6:00 13-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 12 13-May-23 6:00 13-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 13-May-23 10:00 13-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 13-May-23 18:00 14-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 13-May-23 18:00 14-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 14-May-23 6:00 14-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 12 14-May-23 6:00 14-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 14-May-23 10:00 14-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 14-May-23 18:00 15-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 14-May-23 18:00 15-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 15-May-23 6:00 15-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 15-May-23 8:00 15-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 15-May-23 10:00 15-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 15-May-23 18:00 16-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 15-May-23 18:00 16-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 16-May-23 6:00 16-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 16-May-23 8:00 16-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 16-May-23 10:00 16-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 16-May-23 18:00 17-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 16-May-23 18:00 17-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 17-May-23 6:00 17-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 17-May-23 6:00 17-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 12 17-May-23 16:00 17-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 6 17-May-23 18:00 18-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 17-May-23 18:00 18-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 18-May-23 6:00 18-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 18-May-23 8:00 18-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 18-May-23 10:00 18-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 18-May-23 18:00 19-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 18-May-23 18:00 19-May-23 6:00 Monticello (60) 3241 Sheriff Gener; 12 19-May-23 6:00 19-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 19-May-23 6:00 19-May-23 6:45 Extra Hours: Mo 3241 Sheriff Premie 0.75 19-May-23 8:00 19-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 19-May-23 10:00 19-May-23 22:00 Monticello (60) 3220 Sheriff Gener; 12 19-May-23 18:00 20-May-23 0:00 Monticello (60) 3240 Sheriff Gener, 6 19-May-23 18:00 20-May-23 6:00 Monticello (60) 3241 Sheriff Gener; 12 20-May-23 0:00 20-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 6 20-May-23 6:00 20-May-23 18:00 Monticello (60) 3210 Sheriff Gener; 12 20-May-23 8:00 20-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 20-May-23 10:00 20-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 20-May-23 18:00 21-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 20-May-23 18:00 21-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 21-May-23 6:00 21-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 21-May-23 8:00 21-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 21-May-23 10:00 21-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 21-May-23 16:00 22-May-23 4:00 Monticello (60) 3240 Sheriff Gener, 12 21-May-23 18:00 22-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 22-May-23 6:00 22-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 22-May-23 8:00 22-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 22-May-23 10:00 22-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 22-May-23 14:00 23-May-23 0:00 Monticello (60) 3230 Sheriff Gener, 10 22-May-23 18:00 23-May-23 4:00 Monticello (60) 3240 Sheriff Gener, 10 22-May-23 20:00 23-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 23-May-23 6:00 23-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 23-May-23 8:00 23-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 23-May-23 10:00 23-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 23-May-23 16:00 24-May-23 2:00 Monticello (60) 3230 Sheriff Gener, 10 23-May-23 18:00 23-May-23 19:00 Extra Hours: Mo 3211 EOS Premium 1 23-May-23 18:00 24-May-23 4:00 Monticello (60) 3240 Sheriff Gener, 10 23-May-23 20:00 24-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 24-May-23 6:00 24-May-23 8:00 Monticello (60) 3210 Sheriff Gener, 2 24-May-23 8:00 24-May-23 16:00 Monticello (60) 3211 Sheriff Gener, 8 24-May-23 10:00 24-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 24-May-23 16:00 24-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 2 24-May-23 18:00 24-May-23 20:00 Monticello (60) 3230 Sheriff Gener, 2 24-May-23 20:00 25-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 10 24-May-23 20:00 25-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 25-May-23 6:00 25-May-23 16:00 Monticello (60) 3210 Sheriff Gener, 10 25-May-23 8:00 25-May-23 18:00 Monticello (60) 3211 Sheriff Gener, 10 25-May-23 10:00 25-May-23 20:00 Monticello (60) 3220 Sheriff Gener, 10 25-May-23 18:00 25-May-23 20:00 Monticello (60) 3230 Sheriff Gener, 2 25-May-23 20:00 26-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 10 25-May-23 20:00 26-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 10 26-May-23 6:00 26-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 26-May-23 8:00 26-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 26-May-23 10:00 26-May-23 12:00 Monticello (60) 3220 Sheriff Gener, 2 26-May-23 12:00 26-May-23 22:00 Monticello (60) 3220 Sheriff Gener; 10 26-May-23 18:00 27-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 26-May-23 18:00 27-May-23 6:00 Monticello (60) 3241 Sheriff Gener; 12 27-May-23 6:00 27-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 27-May-23 8:00 27-May-23 20:00 Monticello (60) 3211 Sheriff Gener; 12 27-May-23 10:00 27-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 27-May-23 18:00 28-May-23 6:00 Monticello (60) 3240 Sheriff Gener; 12 27-May-23 18:00 28-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 28-May-23 6:00 28-May-23 18:00 Monticello (60) 3210 Sheriff Gener; 12 28-May-23 8:00 28-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 28-May-23 10:00 28-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 28-May-23 18:00 29-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 28-May-23 18:00 29-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 28-May-23 20:00 29-May-23 4:00 Monticello (60) 3230 Sheriff Gener, 8 29-May-23 6:00 29-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 29-May-23 8:00 29-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 29-May-23 10:00 29-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 29-May-23 18:00 30-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 29-May-23 18:00 30-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 29-May-23 20:00 30-May-23 4:00 Monticello (60) 3230 Sheriff Gener, 8 30-May-23 6:00 30-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 30-May-23 8:00 30-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 30-May-23 8:00 30-May-23 20:00 Monticello (60) 3221 Sheriff Gener, 12 30-May-23 10:00 30-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 30-May-23 18:00 31-May-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 30-May-23 18:00 31-May-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 31-May-23 6:00 31-May-23 18:00 Monticello (60) 3210 Sheriff Gener, 12 31-May-23 8:00 31-May-23 20:00 Monticello (60) 3211 Sheriff Gener, 12 31-May-23 10:00 31-May-23 22:00 Monticello (60) 3220 Sheriff Gener, 12 31-May-23 18:00 1-Jun-23 6:00 Monticello (60) 3240 Sheriff Gener, 12 31-May-23 18:00 1-Jun-23 6:00 Monticello (60) 3241 Sheriff Gener, 12 TOTAL: 1,802.00 Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Starting Hours (beginning of month): 12,451.75 M -T -D (detailed below): 0.00 Balance going forward (to next month): 12,451.75 Y -T -D: 8,488.25 ** 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 TOTAL: Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Starting Hours (beginning of month): 12,451.75 M -T -D (detailed below): 0.00 Balance going forward (to next month): 12,451.75 Y -T -D: 8,488.25 ** 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 TOTAL: Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Starting Hours (beginning of month): 12,451.75 M -T -D (detailed below): 0.00 Balance going forward (to next month): 12,451.75 Y -T -D: 8,488.25 ** 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 TOTAL: Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Starting Hours (beginning of month): 12,451.75 M -T -D (detailed below): 0.00 Balance going forward (to next month): 12,451.75 Y -T -D: 8,488.25 ** 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 TOTAL: Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Starting Hours (beginning of month): 12,451.75 M -T -D (detailed below): 0.00 Balance going forward (to next month): 12,451.75 Y -T -D: 8,488.25 ** 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 TOTAL: Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Starting Hours (beginning of month): 12,451.75 M -T -D (detailed below): 0.00 Balance going forward (to next month): 12,451.75 Y -T -D: 8,488.25 ** 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 TOTAL: Monticello Patrol Hour Summary Hours Purchased Per Contract: 20,940.00 Starting Hours (beginning of month): 12,451.75 M -T -D (detailed below): 0.00 YE Differential 12,451.75 Y -T -D: 8,488.25 ** 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 TOTAL: 2023 Monticello Patrol Hour Summary Hours Purchased Per Contract: 1 20.940.00 YTD Hours Provided by WCSO(detailed below): 0.00 2023 YE Differential 20.940.00 Shift Start Shift Stop Date Shift Start Time Shift Stop Date Time Schedule Position Time Type Regular Hours TOTAL: