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City Council Agenda Packet 07-26-2021
AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, July 26, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center CITY COUNCIL SPECIAL MEETING Monticello Community Center 4:30 p.m. Budget Review Mayor: Lloyd Hilgart Council Members: Jim Davidson, Charlotte Gabler, Brian Hudgins, 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 July 12, 2021 • Special Meeting Minutes from July 19, 2021 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. Council Liaison Updates • EDA • MOAA • CMRP • Parks, Art & Recreation Commission F. Department Updates • Economic Development Update • Riverfest Recap • Online Building Permit 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 2021-59 accepting a donation for Fire Department general use of $400 from the Riverfest Committee 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 in conjunction with their annual banquet on September 20, 2021 Consideration of approving Special Event Permit allowing use of the Commuter Lot and related assistance and approving a temporary liquor license for Taste of the Towns event on September 16, 2021. Applicant: Monticello Rotary Club G. Consideration of adopting a Resolution 2021-51 approving a Development Stage Planned Unit Development and resolution 2021-52 approving Preliminary Plat for Stony Brook Village, to include 28 Twin Home Units in the R-2 (Single Family and 2 Family Residential) District. Applicant: Mark Elliot Homes H. Consideration of approving a Final Plat to create a single lot for an existing financial institution in the Central Community District (CCD). Applicant: CorTrust Bank (Mark Nettesheim) Consideration of adopting Resolution 2021-54 approving the extension of flexibility and temporary waivers or suspensions of fees and ordinances as related to outdoor dining areas and temporary signs Consideration of adopting Resolution 2021-55 accepting a petition and calling for a public hearing on August 23, 2021 for vacation of a portion of Dundas Road and Marvin Road right of way as legally described for the proposed Kampschroer Addition K. Consideration of adopting Resolution 2021-56 accepting bids and awarding contract to Visu-Sewer for the 2021 CIPP Sanitary Sewer Lining Project, City Project No. 21CO06 for a total amount of $105,832.50 L. Consideration of approving the replacement of the Parks Department 2010 Bobcat A770 skid loader and purchase of a 2021 Bobcat A770 skid loader with bucket and a 60 -month extended warranty for $74,212.07 through the Central Equipment Fund M. Consideration of authorizing the purchase of a 2021 Huffcutt Birch Modular Restrooms for $135,250 to replace existing restrooms at Ellison Park N. Consideration of approving updates to the park maintenance shed at Bertram Chain of Lakes Regional Park for school district use at a total cost of $36,917 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings A. PUBLIC HEARING: Consideration of adopting Resolution 2021-57 modifying Tax Increment Financing (TIF) District #1-22 for parcel removals related to lot combinations 4. Regular Agenda A. Consideration to proceed with relocating the DMV to 118 W 61h Street and authorizing staff to work with the Construction Manager to bid out project specifications B. Consideration of approving a feasibility study for improvements on County Ditch 33 for a total amount of $25,970 5. Adjournment AGENDA CITY COUNCIL SPECIAL MEETING Monday, July 26, 2021— 4:30 p.m. Monticello Community Center —North Mississippi Room AGENDA 1. Call to Order 2. 4:30 p.m. Budget Workshop 3. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, July 12, 2021— 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Charlotte Gabler, Brian Hudgins, 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 Hudgins moved approval of the agenda. Councilmember Gabler seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from June 28, 2021 • Regular Meeting Minutes from June 28, 2021 Councilmember Murdoff moved approval of both sets of minutes. Councilmember Hudgins seconded the motion. Motion carried unanimously. D. Citizen Comments Wayne Oberg addressed the council with positive comments on new mayor and City staff. E. Public Service Announcements • State Soccer Tournament —July 16 —18, 2021 • Movie in the Park—July 16, 2021 • Fire Department Open House — September 19, 2021 F. Council Liaison Updates • BCOL— Councilmember Murdoff noted that the meetings are back at the BCOL complex. The YMCA is having difficulty finding lifeguards. The cabins are opening soon. Online registration is beginning. The lease agreement with the school was amended. • Planning Commission — Councilmember Gabler provided an update of the Planning Commission which included three public hearings — a variance, PUD, and a Conditional Use Permit. Teri Lehner was recommended as the new Planning Commission member. F. Department Update • Construction Update — Matt Leonard provided a construction update on the CR 118/Fenning Ave. Project which has commenced. The project City Council Minutes: July 12, 2021 Page 1 1 5 appears to be progressing well. The 1-94 project is progressing, with the installation of the noise wall along Timber Ridge area. 2. Consent Agenda: Councilmember Davidson moved approval of the consent agenda. Councilmember Gabler 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 $. B. Consideration of approving new hires and departures for city departments. Action taken: Approved the hires C. Consideration of approving the sale/disposal of surplus city property for the Parks Department. Action taken: No report this cycle. D. Consideration of adopting Resolution 2021-46 accepting a grant from CMAB of $4,000 for Walnut Street green space art installation. Action taken: Adopted the resolution accepting the grant. Consideration of approving a waiver of outdoor noise restrictions for Nordic Brewing for outdoor concerts. Action taken: Approved the waiver of outdoor noise restrictions. Consideration of adopting Resolution 2021-47 accepting donations for Walk & Roll event. Action taken: Resolution accepting donations was accepted. G. Consideration of authorizing Request for Proposals for audit services. Action taken: Authorized Request For Proposals for audit services. H. Consideration of approving a Planned unit Development adjustment at Ultra Machining Corp Planned Unit Development. Applicant: Ultra Machining Corp (UMC). Action taken: Approved the proposed PUD adjustment for Ultra Machining accommodating changes to the design of the site landscaping and changes to the building exterior design as shown in the submitted plans, based on findings in the resolution. Consideration of approving a request for conditional Use Permit for a Group Residential Facility, Multi -Family in an R-3 District. Applicant: Dawn Rogosheske. Action taken: Approved the Conditional Use Permit for Group Residential Facility based on findings in Resolution PC -2021-020 and subject to conditions in Exhibit Z. Consideration of appointing Teri Lehner to the Monticello Planning Commission for a term to expire on December 31, 2023. Action taken: Appointment was approved. K. Consideration of approving Changer Order #1 for the 2020 Stormwater Improvement Project, City Project 200002 in the amount of $29,675.30. Action taken: Change order was approved. City Council Minutes: July 12, 2021 Page 2 1 5 L. Consideration of adopting Resolution 2021-48 authorizing the preparation of a Feasibility Report for the 2022 Street Improvement project and approve a contract with Hakanson Anderson to provide engineering services at a not to exceed price of $60,000. Action taken: Resolution was adopted. M. Consideration of authorizing the City Administrator to amend the lease agreement with the Monticello School District 882 for the 2021-2022 school year to include the cost of site improvement estimated at $30,000. Action taken: Amended lease agreement was approved. N. Consideration of adopting Resolution 2021-49 supporting construction of the Fallon Avenue Trunk sanitary sewer line extension. Action taken: Resolution was adopted. 4. Regular Agenda: A. Consideration of authorizing a payment to Coalition of Utility Cities for City share of CUC membership dues in the amount of $45,961 Rachel Leonard, City Administrator, gave a brief presentation. The presentation included information on the Integrated Resource Plan process, legislative initiatives, CUC's work plan, and budget. Monticello's share of the dues will increase by $13,616, which is the 2021 unbudgeted amount. The CUC overspent its 2020-2021 budget by around $25,000. Reserve balances were used to fund the additional spending and Flaherty & Hood waived some of their fees. Staff recommended authorizing the payment as the work of the coalition is not anticipated to decline anytime soon. There was minimal discussion among City Council. Councilmember Gabler questioned whether the City was notified in advanced. Ms. Leonard noted that the City was not notified prior, however, once they knew that the fees would be higher, they explained the reason thoroughly. Ms. Gabler wondered if the City could enter a multi-year contract to lock in the fee. Mayor Hilgart moved approval of authorizing the payment. Councilmember Gabler seconded the motion. Motion carried unanimously. B. Consideration of approving an amendment to community solar garden subscriation atareements with Novel Solar Two LLC. a Minnesota limited liabili company Sarah Rathlisberger, Finance Director, gave a brief presentation. The presentation included a review of the community solar garden subscriptions with Novel Solar Two LLC. Staff recommended an amendment to increase the production capacity of subscriptions to maximum available in existing Novel Solar Two, LLC community solar garden sites. Based on the current bill credit rate, the City's return on investment would increase $9,000 per year. It was noted that the amendment would be the third revision to the contract. Minimal discussion occurred. City Council Minutes: July 12, 2021 Page 3 1 5 Councilmember Hudgins moved approval of the amendment. Councilmember Murdoff seconded the motion. Motion carried unanimously. C. Consideration of aporovine a Durchase aereement and authorizine the Citv of Monticello to purchase parcel 155-230-000010 for the price of $3,264,559 Rachel Leonard presented on the consideration to purchase Outlot A, Cedar Street Addition, PID 155-230-000010. The property is slightly over 35 acres and is centrally located in the proposed Chelsea Commons project area and is contiguous with two parcels already owned by the City. The purchase price of $3,264,559 will be paid by a remaining balance in a closed bond fund and the capital projects fund. Ms. Leonard noted that the purchase would be a significant investment in the Chelsea Commons project. However, it would not obligate the City Council to future project costs. The Small Area Plan would be brought for consideration in the future. Additionally, having site control would give the City the greatest flexibility to achieve its goals. There was some discussion among City Council. Councilmember Murdoff questioned whether the Small Area Plan would be complete by end of August. Ms. Leonard noted that there will be an additional workshop in August to discuss the project and then the Small Area Plan, funding, and phasing will all be brought to future meetings. Councilmember Gabler expressed support of the project, but noted that the City should continue to focus on other areas and projects within the City, such as a splash pad, park items, etc. She also mentioned it having a different name other than Chelsea, such as Cedar. Ms. Leonard noted that there is a naming project in process. Ms. Leonard commented that the City is looking at prioritization and the areas where the City can have the largest impact. This includes BCOL, downtown, Public Works building, and other items. Mayor Hilgart expressed support and commented on the importance of looking at projects that build tax base and that this is an opportunity to build out this corridor. The Council expressed support of the purchase. Councilmember Davidson moved approval of the land purchase for $3,264,559 contingent on the Planning Commission finding it consistent with the Comprehensive Plan. Councilmember Hudgins seconded the motion. Motion carried unanimously. S. Additional Items: Mayor Hilgart expressed the City's gratitude to the Riverfest Committee, volunteers, City staff, and others who made the Riverfest celebration a success. City Council Minutes: July 12, 2021 Page 4 1 5 6. Adjournment: By consensus, the meeting was adjourned at 7:36 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Administrator City Council Minutes: July 12, 2021 Page 5 1 5 MINUTES SPECIAL MEETING MONTICELLO CITY COUNCIL Monday, July 19, 2021— 5 p.m. Bridge Room, Monticello Community Center Present: Lloyd Hilgart, Jim Davidson, Charlotte Gabler, Sam Murdoff Absent: Brian Hudgins Others: Rachel Leonard, Sarah Rathlisberger, Tracy Ergen, Matt Leonard, Tom Pawelk, Mike Mossey, Mike Haaland, Randall Johnsen, and Jennifer Schreiber Call to Order Mayor Hilgart called special meeting to order at 5 p.m. 2. 5 P.M. Budget Review Rachel Leonard, City Administrator, gave a brief introduction for the budget workshop, the first workshop on the 2022 budget. A schedule of meetings was presented with the final review taking place on September 13 with the adoption of the preliminary tax levy. Sarah Rathlisberger, Finance Director, provided information on personnel, equipment, and major non -capital items. There was some discussion on the need for additional personnel, specifically at Hi -Way Liquors and the DMV. Liquor store manager Randall Johnsen provided some detail on the need for an additional full-time staff person at the store. Both the liquor store and the DMV deal with high turnover among part-time staff and it is an ongoing issue. Ms. Rathlisberger then provided a list of requested equipment for 2022. The Council and staff discussed the fleet maintenance program and how to potentially build the Central Equipment Fund. Major non -capital items were then reviewed. These include building improvements, IT items, Fire Department items, and annual repair and maintenance items. The Council was receptive to discuss the proposed budget items. No items were removed from consideration. The discussion will continue at the next budget workshop prior to the regular meeting on July 26. 3. Adjournment By consensus, the meeting was adjourned at 7 p.m. Recorder: Jennifer Schreiber Approved: Attest: City Council Special Meeting Minutes—July 19, 2021 City Administrator City Council Agenda: 07/26/2021 2A. Consideration of approving payment of bills Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 07/26/2021 ® Consent 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 $671,558.84. 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. I. Budget Impact: N/A II. Staff Workload Impact: No additional work. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of bill and purchase card registers as presented. SUPPORTING DATA • Bill registers and purchase card registers Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 07/21/2021 - 3:39PM Batch: 00203.07.2021 - 203.07.2021 AP Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 5660 ABSOLUTE PRINT GRAPHICS Check Sequence: 1 ACH Enabled: False 57237 UB July Invoices (3639) Print, Fold, Stuff, Enve 655.68 07/27/2021 601-49440-431800 57237 UB July Invoices (3639) Print, Fold, Stuff, Enve 655.67 07/27/2021 602-49490-431800 Check Total: 1,311.35 Vendor: 5750 ALICIA MAI AMUNDSON Check Sequence: 2 ACH Enabled: False 7/16/2021 Farmers Market Token Collection Log - 7/8 & 7i 33.00 07/27/2021 226-45127-431992 Check Total: 33.00 Vendor: 3491 ARTISAN BEER COMPANY Check Sequence: 3 ACH Enabled: False 3483468 resale- wine 284.50 07/27/2021 609-49750-425300 3483469 resale- beer 614.60 07/27/2021 609-49750-425200 3484153 resale- beer 38.60 07/27/2021 609-49750-425200 3484459 resale- beer 150.55 07/27/2021 609-49750-425200 3484784 resale- beer 101.55 07/27/2021 609-49750-425200 Check Total: 1,189.80 Vendor: 4502 ARVIG Check Sequence: 4 ACH Enabled: True 316643 FMN 5/2021 expenses- UHL- Bard, AC unit @ ] 795.00 07/27/2021 656-49877-422990 317621 FMN 6/2021 expenses- Rath buried drops 6,975.00 07/27/2021 656-49877-440100 317621 FMN 6/2021 expenses- permit 45.00 07/27/2021 656-49877-422990 7/8/2021 Managed IT Services - July 2021 1,145.60 07/27/2021 702-00000-431900 7/8/2021 IT Services - July 2021 73.00 07/27/2021 702-00000-431990 Check Total: 9,033.60 Vendor: 1062 BEAUDRY OIL COMPANY Check Sequence: 5 ACH Enabled: True 1821142 (5) 33 lb. cylinder refill 95.00 07/27/2021 101-43120-421200 1851529 hydraulic fluid refill barrell 1,518.29 07/27/2021 101-43127-422990 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 2 Check Total: 1,613.29 Vendor: 1065 BELLBOY CORPORATION Check Sequence: 6 ACH Enabled: True 103537500 resale- mix 169.50 07/27/2021 609-49750-425400 103537500 asst. bags 133.70 07/27/2021 609-49754-421990 103537500 freight 1.39 07/27/2021 609-49750-433300 103578700 freight 1.40 07/27/2021 609-49750-433300 103578700 resale- mix 209.00 07/27/2021 609-49750-425400 103578700 resale- condiments 96.25 07/27/2021 609-49750-425500 90143900 freight 180.58 07/27/2021 609-49750-433300 90143900 resale -liquor 14,915.95 07/27/2021 609-49750-425100 90143900 resale - wine 212.00 07/27/2021 609-49750-425300 90170700 resale- liquor credit inv. 89483400; 89373000; E -34.33 07/27/2021 609-49750-425100 90197900 resale- liquor 148.75 07/27/2021 609-49750-425100 90197900 freight 7.35 07/27/2021 609-49750-433300 90224900 resale- liquor credit inv. 90143900 -133.80 07/27/2021 609-49750-425100 90256000 resale -liquor 3,002.85 07/27/2021 609-49750-425100 90256000 resale- wine 176.00 07/27/2021 609-49750-425300 90256000 freight 29.59 07/27/2021 609-49750-433300 Check Total: 19,116.18 Vendor: 1067 BERNICK'S Check Sequence: 7 ACH Enabled: False 220519 Resale - Pop, Gatorade, Bubblr, Hog Wash 260.95 07/27/2021 226-45125-425410 230765 resale- beer credit -72.18 07/27/2021 609-49750-425200 230766 resale- soda pop 69.04 07/27/2021 609-49750-425400 230767 resale- beer 2,632.90 07/27/2021 609-49750-425200 230768 Pop for Block Parry 112.47 07/27/2021 101-45130-444210 230768 Pop for Wedding 220.70 07/27/2021 226-45123-421990 233022 resale- soda pop 99.36 07/27/2021 609-49750-425400 233023 resale- beer 2,415.85 07/27/2021 609-49750-425200 Check Total: 5,739.09 Vendor: 5025 BEVERAGE LINE SERVICE LLC Check Sequence: 8 ACH Enabled: False 3155 Clean Tap Beer Lines (2) 50.00 07/27/2021 226-45123-431990 Check Total: 50.00 Vendor: 5764 BYRON BJORKLUND Check Sequence: 9 ACH Enabled: False 7/9/2021 202107 - Escrow Refund Storage Link 1,834.20 07/27/2021 101-00000-220110 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 3 Check Total: 1,834.20 Vendor: 1074 BOLTON AND MENK INC Check Sequence: 10 ACH Enabled: False 0271070 21C005 - Sewer Comp Plan 7,250.00 07/27/2021 601-49440-431990 0271247 ZPARKS ELREST - Ellison Park Restroom Sun 3,062.50 07/27/2021 400-43300-453010 0271249 200002 CONSTR - 2020 Stormwater Improvem 1,398.50 07/27/2021 652-00000-165010 Check Total: 11,711.00 Vendor: 4328 BREAKTHRU BEVERAGE MN WINE & SPIF Check Sequence: 11 ACH Enabled: False 340205259 resale- liquor 1,950.84 07/27/2021 609-49750-425100 340205259 resale- wine 616.00 07/27/2021 609-49750-425300 340205259 freight 41.96 07/27/2021 609-49750-433300 340294524 resale- liquor 1,695.09 07/27/2021 609-49750-425100 340294524 resale- wine 80.83 07/27/2021 609-49750-425300 340294524 resale- mix 60.22 07/27/2021 609-49750-425400 340294524 freight 33.42 07/27/2021 609-49750-433300 340294525 resale -beer 533.60 07/27/2021 609-49750-425200 Check Total: 5,011.96 Vendor: 5776 BRIGHT PEST SOLUTIONS LLC Check Sequence: 12 ACH Enabled: False 7/7/2021 Treatment for Ants & Mice Bait Stations @ PW 150.00 07/27/2021 101-43110-431990 Check Total: 150.00 Vendor: 1801 CANNON RIVER WINERY Check Sequence: 13 ACH Enabled: True 11900 resale- wine 312.00 07/27/2021 609-49750-425300 Check Total: 312.00 Vendor: 4646 CAPITOL BEVERAGE SALES L.P. Check Sequence: 14 ACH Enabled: True 2567061 resale- beer 26,318.46 07/27/2021 609-49750-425200 2567061 resale- beer n/a 393.64 07/27/2021 609-49750-425400 2569159 resale- beer 878.00 07/27/2021 609-49750-425200 2569417 resale- beer 16,713.65 07/27/2021 609-49750-425200 2569417 resale- beer n/a 215.23 07/27/2021 609-49750-425400 Check Total: 44,518.98 Vendor: 1117 COALITION OF UTILITY CITIES Check Sequence: 15 ACH Enabled: False 0066766 Coalition of Utility Cities Dues 2021 45,961.00 07/27/2021 101-41310-443300 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 4 Check Total: 45,961.00 Vendor: 5779 MANUEL CORTEZ Check Sequence: 16 ACH Enabled: False 7/2/2021 Performance @ Music on the Mississippi - 7/28/ 500.00 07/27/2021 226-45127-431990 Check Total: 500.00 Vendor: 2935 CUSTOMIZED FIRE RESCUE TRAINING IN( Check Sequence: 17 ACH Enabled: False 1901 MBFTE reimburse - NFPA 1001 SCBA Confide] 1,200.00 07/27/2021 101-42200-433100 1908 FIREDN-CARSRU -MBFTE reimburse - (9) SR 3,600.00 07/27/2021 101-42200-433100 1958 MBFTE reimburse - (5) NFPA 1033 Fire Investip 2,500.00 07/27/2021 101-42200-433100 Check Total: 7,300.00 Vendor: 1129 DAHLHEIMER BEVERAGE LLC Check Sequence: 18 ACH Enabled: True 1423477 resale - beer 76.20 07/27/2021 609-49750-425200 1423818 resale - beer 1,221.60 07/27/2021 609-49750-425200 1423818 resale - beer n/a 75.00 07/27/2021 609-49750-425400 1423819 resale - beer 33,287.56 07/27/2021 609-49750-425200 1424702 resale - beer 348.00 07/27/2021 609-49750-425200 1425075 resale - beer 14,686.40 07/27/2021 609-49750-425200 1425075 resale - beer n/a 205.20 07/27/2021 609-49750-425400 1426574 resale - beer 1,929.40 07/27/2021 609-49750-425200 1427176 resale - beer 21,582.62 07/27/2021 609-49750-425200 1427181 resale - beer 457.50 07/27/2021 609-49750-425200 1428441 resale - beer 6,398.97 07/27/2021 609-49750-425200 1429113 resale - beer credit -119.50 07/27/2021 609-49750-425200 Check Total: 80,148.95 Vendor: 5782 LEAH DAHNERT Check Sequence: 19 ACH Enabled: True 7/14/2021 Refund MCC Corp Membership (April) 25.66 07/27/2021 101-00000-217900 Check Total: 25.66 Vendor: 5777 ELIZABETH ANN DANGER Check Sequence: 20 ACH Enabled: False 7/2/2021 Music on the Mississippi Performance - 8/4/21 500.00 07/27/2021 226-45127-431990 Check Total: 500.00 Vendor: 1136 GORDON J DEHMER Check Sequence: 21 ACH Enabled: False 1638 (2) H.D. brackets - #862 & #864 80.00 07/27/2021 101-42200-422990 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 5 Check Total: 80.00 Vendor: 2050 DEMVI LLC Check Sequence: 22 ACH Enabled: False 7/20/2021 Parking Lot Maintenance - July 2021 198.02 07/27/2021 213-46301-443990 Check Total: 198.02 Vendor: 2440 DESIGN ELECTRIC INC Check Sequence: 23 ACH Enabled: False App. # 1 CARES ACT reimbursed - Xcel ballfields retro 1 5,037.00 07/27/2021 101-45203-440100 Check Total: 5,037.00 Vendor: 5201 DICK FAMILY, INC. Check Sequence: 24 ACH Enabled: True 1180106 resale- beer 2,452.75 07/27/2021 609-49750-425200 1180106 resale- beer n/a 48.00 07/27/2021 609-49750-425400 1751000014 resale- beer credit -31.75 07/27/2021 609-49750-425400 1751000015 resale- beer credit -21.07 07/27/2021 609-49750-425400 Check Total: 2,447.93 Vendor: 5340 DISGRUNTLED BREWING DISGRUNTLED Check Sequence: 25 ACH Enabled: False 1795 resale- beer 158.00 07/27/2021 609-49750-425200 Check Total: 158.00 Vendor: 5545 DRASTIC MEASURES BREWING, LLC Check Sequence: 26 ACH Enabled: True 1427 resale- beer 574.00 07/27/2021 609-49750-425200 Check Total: 574.00 Vendor: 5784 DUININCK CONCRETE Check Sequence: 27 ACH Enabled: False 7/20/2021 BCOL - 6x300 fabric roll; (109) 7' curb stops; do 5,716.65 07/27/2021 101-45203-421990 7/20/2021 BCOL - short paid- removed tax due to tax-exen -392.65 07/27/2021 101-45203-421990 Check Total: 5,324.00 Vendor: 5771 EAST SIDE OIL COMPANIES, INC Check Sequence: 28 ACH Enabled: False R93808 waste oil disposal 45.00 07/27/2021 101-43127-431990 Check Total: 45.00 Vendor: 1153 ECM PUBLISHERS INC Check Sequence: 29 ACH Enabled: True 842649 21C006 CONSTR - Sanitary Sewer Lining Bids 204.60 07/27/2021 602-00000-165010 843476 Ad # 1147291 (3) Monti Riverfest 474.00 07/27/2021 609-49754-434990 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 844639 PH TIF 1-22 Ad# 1150837 324.59 07/27/2021 213-46522-435100 Check Total: 1,003.19 Vendor: 4191 ELK RIVER GREENHOUSE LLC Check Sequence: 30 7/16/2021 Farmers Market Token Collection Log - 7/8 & 7i 405.00 07/27/2021 226-45127-431992 Check Total: 405.00 Vendor: 2561 FERGUSON WATERWORKS #2516 Check Sequence: 31 476564 resale - LF 1-1/2 T10 meter P/C R900I usg 687.69 07/27/2021 601-49440-422710 476564-1 resale - LF 2 T10 meter p/c R900I usg 816.53 07/27/2021 601-49440-422710 477439 resale -(18) LF 5/8x3/4 T10 meter 4,375.80 07/27/2021 601-49440-422710 478318 resale - (60) meter coup 531.00 07/27/2021 601-49440-422710 Check Total: 6,411.02 Vendor: 2273 FIBERNET MONTICELLO - ACH Check Sequence: 32 7/8/2021 July 2021 - Phone - City Hall 707.11 07/27/2021 702-00000-432100 7/8/2021 July 2021 - Phone - MCC 585.82 07/27/2021 702-00000-432100 7/8/2021 July 2021 - Phone - Ballfields 20.22 07/27/2021 702-00000-432100 7/8/2021 July 2021 - Phone - DMV 315.02 07/27/2021 702-00000-432100 7/8/2021 July 2021 - Phone - Hi Way Liquor 357.80 07/27/2021 702-00000-432100 7/8/2021 July 2021 - Phone - Fire Hall 456.51 07/27/2021 702-00000-432100 7/8/2021 July 2021 - Phone - Public Works 1,906.57 07/27/2021 702-00000-432100 7/8/2021 July 2021 - Phone - Parks 116.10 07/27/2021 702-00000-432100 7/8/2021 July 2021 - Phone - Prairie Center 13.40 07/27/2021 702-00000-432100 7/8/2021 July 2021 - Phone - Sheriff 70.58 07/27/2021 702-00000-432100 7/8/2021 July 2021 - Internet - City Hall 248.90 07/27/2021 702-00000-432300 7/8/2021 July 2021 - Internet - MCC 10.00 07/27/2021 702-00000-432300 7/8/2021 July 2021 - Internet - Ballfields 10.00 07/27/2021 702-00000-432300 7/8/2021 July 2021 - Internet - DMV 43.95 07/27/2021 702-00000-432300 7/8/2021 July 2021 - Internet - Hi Way Liquor 43.95 07/27/2021 702-00000-432300 7/8/2021 July 2021 - Internet - Fire Hall 168.90 07/27/2021 702-00000-432300 7/8/2021 July 2021 - Internet - Animal Shelter 31.95 07/27/2021 702-00000-432300 7/8/2021 July 2021 - Internet - Public Works 51.95 07/27/2021 702-00000-432300 7/8/2021 July 2021 - Internet - Sheriff 43.95 07/27/2021 702-00000-432300 7/8/2021 July 2021 - Cable - Fire Hall 110.85 07/27/2021 101-42200-431990 7/8/2021 July 2021 - Cable - MCC 185.85 07/27/2021 226-45127-432500 7/8/2021 July 2021 - Data Hosting 500.00 07/27/2021 702-00000-431900 7/8/2021 July 2021 - Service Contract 250.00 07/27/2021 702-00000-431900 7/8/2021 July 2021 - Phone & Internet - Monti Arts 95.12 07/27/2021 101-45204-431990 ACH Enabled: True ACH Enabled: False ACH Enabled: True AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 7 Check Total: 6,344.50 Vendor: 1179 FIRE SAFETY USA INC Check Sequence: 33 ACH Enabled: False 140573 super vac battery ppv w/ Milwaukee batteries an, 3,500.00 07/27/2021 101-42200-424100 Check Total: 3,500.00 Vendor: 5781 ERIKA FISHER Check Sequence: 34 ACH Enabled: True 7/14/2021 Refund MCC Corp Membership Deduction (Apr 105.00 07/27/2021 101-00000-217900 Check Total: 105.00 Vendor: 3762 GARRETTS DIAMOND CITY BREAD Check Sequence: 35 ACH Enabled: True 7/2/2021 Farmers Market Token Collection Log - 7/8 & 7i 150.00 07/27/2021 226-45127-431992 Check Total: 150.00 Vendor: 5783 GRANITE CITY REAL ESTATE Check Sequence: 36 ACH Enabled: False TIF 1-40 Pay As You Go - 1st Pmt 2021 Interest 5,863.37 07/27/2021 213-46540-465110 Check Total: 5,863.37 Vendor: 5482 GRANITE ELECTRONICS, INC. Check Sequence: 37 ACH Enabled: False 150009803-1 #120 - installation of radio & converter 1,200.69 07/27/2021 703-00000-165010 Check Total: 1,200.69 Vendor: 5780 GREAT BUY HOMES Check Sequence: 38 ACH Enabled: False 7/14/2021 Escrow Refund - 9448 Giffort Ct/Sunset Ponds A 2,000.00 07/27/2021 101-00000-220110 Check Total: 2,000.00 Vendor: 5773 HAGEN CHRISTENSEN & MCIIWAIN ARCH Check Sequence: 39 ACH Enabled: False 2148-1 DMV Relocation Services - May 2021 7,058.80 07/27/2021 653-00000-165010 Check Total: 7,058.80 Vendor: 1223 HAWKINS INC Check Sequence: 40 ACH Enabled: True 4976836 Pool Chemicals 1,045.73 07/27/2021 226-45124-421600 Check Total: 1,045.73 Vendor: 4650 JASEN HOGLUND Check Sequence: 41 ACH Enabled: False 01712 (2) 3" numbers 15.00 07/27/2021 101-43120-421990 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 01712 (9) assorted vinyl letters; numbers 965.00 07/27/2021 101-45201-421990 Check Total: 980.00 Vendor: 5487 JONATHAN HOPKINS Check Sequence: 42 ACH Enabled: False 7/16/2021 Farmers Market Token Collection Log - 7/15/21 50.00 07/27/2021 226-45127-431992 Check Total: 50.00 Vendor: 5489 HR GREEN INC Check Sequence: 43 ACH Enabled: False 144871 21C004 - Water Comp Plan - June 2021 3,652.48 07/27/2021 601-49440-431990 Check Total: 3,652.48 Vendor: 5444 J & G HOLDINGS Check Sequence: 44 ACH Enabled: True 3359 dba CMT Janitorial- 8/2021 cleaning service - 1/ 224.00 07/27/2021 101-42200-431100 3359 dba CMT Janitorial- 8/2021 cleaning service - l/ 224.00 07/27/2021 101-42100-431990 Check Total: 448.00 Vendor: 1253 J H LARSON COMPANY Check Sequence: 45 ACH Enabled: False S102529376.001 Fluorescent Lamps 32W (60), 26W (48) 334.11 07/27/2021 701-00000-421990 Check Total: 334.11 Vendor: 3369 JAKE'S EXCAVATING INC Check Sequence: 46 ACH Enabled: True 4691 (1) full burial wkend; (1) full burial 850.00 07/27/2021 215-49010-431150 Check Total: 850.00 Vendor: 1263 JOHNSON BROTHERS LIQUOR CO. Check Sequence: 47 ACH Enabled: False 1837297 resale- liquor 3,307.75 07/27/2021 609-49750-425100 1837297 freight 74.51 07/27/2021 609-49750-433300 1837668 resale- liquor 2,545.44 07/27/2021 609-49750-425100 1837668 freight 46.19 07/27/2021 609-49750-433300 1838694 resale- liquor 2,350.99 07/27/2021 609-49750-425100 1838694 freight 28.68 07/27/2021 609-49750-433300 1838695 freight 75.24 07/27/2021 609-49750-433300 1838695 resale- wine 2,210.86 07/27/2021 609-49750-425300 1838695 resale- mix 110.95 07/27/2021 609-49750-425400 1839959 resale- liquor 971.70 07/27/2021 609-49750-425100 1839959 freight 12.29 07/27/2021 609-49750-433300 1839960 freight 16.39 07/27/2021 609-49750-433300 1839960 resale- wine 654.50 07/27/2021 609-49750-425300 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 1839960 resale- juice 35.20 07/27/2021 609-49750-425500 1839961 resale -beer 76.80 07/27/2021 609-49750-425200 1842230 resale- liquor 254.52 07/27/2021 609-49750-425100 1842230 freight 4.47 07/27/2021 609-49750-433300 1842231 freight 19.37 07/27/2021 609-49750-433300 1842231 resale- wine 628.08 07/27/2021 609-49750-425300 1843080 resale- liquor 4,752.35 07/27/2021 609-49750-425100 1843080 freight 61.34 07/27/2021 609-49750-433300 1843081 resale- wine 1,800.77 07/27/2021 609-49750-425300 1843081 resale- mix 142.95 07/27/2021 609-49750-425400 1843081 freight 47.38 07/27/2021 609-49750-433300 1844465 freight 23.52 07/27/2021 609-49750-433300 1844465 resale- liquor 2,750.69 07/27/2021 609-49750-425100 1844466 resale- liquor 72.00 07/27/2021 609-49750-425100 1844466 resale- wine 1,332.55 07/27/2021 609-49750-425300 1844466 freight 30.92 07/27/2021 609-49750-433300 1844467 resale- beer 76.80 07/27/2021 609-49750-425200 Check Total: 24,515.20 Vendor: 1273 KIWI KAI IMPORTS, INC. Check Sequence: 48 ACH Enabled: False 132767 resale- wine 820.00 07/27/2021 609-49750-425300 132767 resale- liquor 440.00 07/27/2021 609-49750-425100 132767 freight 12.50 07/27/2021 609-49750-433300 132872 resale -liquor 135.33 07/27/2021 609-49750-425100 132872 freight 2.25 07/27/2021 609-49750-433300 Check Total: 1,410.08 Vendor: 5270 JUDITH KOVACS Check Sequence: 49 ACH Enabled: True 7/16/2021 Farmers Market Token Collection Log - 7/8/21 46.00 07/27/2021 226-45127-431992 Check Total: 46.00 Vendor: 4494 LAXMI HOTEL INC Check Sequence: 50 ACH Enabled: False TIF 1-22.5 Pay As You Go - 1st Pmt 2021 - Interest 5,993.34 07/27/2021 213-46585-465110 Check Total: 5,993.34 Vendor: 3933 CHARLES LONG Check Sequence: 51 ACH Enabled: False 7/16/2021 Farmers Market Token Collection Log - 7/8 & 7i 316.00 07/27/2021 226-45127-431992 Check Total: 316.00 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 5457 LUCID BREWING, LLC Check Sequence: 52 ACH Enabled: True 11123 resale- beer 234.49 07/27/2021 609-49750-425200 Check Total: 234.49 Vendor: 5709 BEN LUNDQUIST Check Sequence: 53 ACH Enabled: True 002 Quarter 2, 2021 - MontiArts Asst. Director 6,249.99 07/27/2021 101-45204-431990 Check Total: 6,249.99 Vendor: 4456 LUPULIN BREWING LLC Check Sequence: 54 ACH Enabled: True 38336 resale- beer 212.25 07/27/2021 609-49750-425200 38463 resale- beer 1,505.61 07/27/2021 609-49750-425200 38503 resale- beer 673.94 07/27/2021 609-49750-425200 Check Total: 2,391.80 Vendor: 1303 M AMUNDSON CIGAR & CANDY CO, LLP Check Sequence: 55 ACH Enabled: True 324250 resale- cigarettes 1,756.94 07/27/2021 609-49750-425500 324250 resale- tobacco; cigars; soda pop; mix; barware 588.08 07/27/2021 609-49750-425400 Check Total: 2,345.02 Vendor: 3745 MANSFIELD OIL COMPANY Check Sequence: 56 ACH Enabled: True 22485632 (566) gal. diesel @ $2.81 1,588.72 07/27/2021 101-43120-421200 22485633 (358) gal. unleaded @ $2.71 968.73 07/27/2021 101-43120-421200 22491108 (604) gal. unleaded @ $2.66 1,606.05 07/27/2021 101-43120-421200 22491109 (208) gal. diesel @ $2.78 577.98 07/27/2021 101-43120-421200 Check Total: 4,741.48 Vendor: 1726 MARCO TECHNOLOGIES Check Sequence: 57 ACH Enabled: False INV8944738 Microsoft 0365 Contract Payment 7/16/21 - 8/1' 649.50 07/27/2021 702-00000-431990 Check Total: 649.50 Vendor: 1309 MARTIE'S FARM SERVICE INC Check Sequence: 58 ACH Enabled: False 183391 Adopt a Park - bamboo stakes 6.49 07/27/2021 101-45201-440900 Check Total: 6.49 Vendor: 1328 MIDWAY IRON & METAL CO INC Check Sequence: 59 ACH Enabled: False 497086 asst. size smith plate steel; 250.44 07/27/2021 101-45201-421990 497092 8' tube steel; (6) 20' angle; (2) 24' tube; etc 1,950.25 07/27/2021 101-45201-421990 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 11 Check Total: 2,200.69 Vendor: 1827 MIDWEST LANDSCAPES Check Sequence: 60 ACH Enabled: False 2847 (2) 6' Black Hills Spruce 462.90 07/27/2021 101-45201-422500 Check Total: 462.90 Vendor: 1932 MIRACLE RECREATION EQUIPMENT CO Check Sequence: 61 ACH Enabled: False 834198 (12) slash proof seat w/ shackles 834.44 07/27/2021 101-45201-421990 Check Total: 834.44 Vendor: 2512 MONTICELLO PLBG HTG AC LLC Check Sequence: 62 ACH Enabled: False 23078 plumbing quote- annual RPZ testing; flush wate 147.00 07/27/2021 101-42200-440100 Check Total: 147.00 Vendor: 1377 MONTICELLO SENIOR CENTER Check Sequence: 63 ACH Enabled: True July 2021 Monthly Allocation - July 2021 5,416.67 07/27/2021 101-45175-444310 Check Total: 5,416.67 Vendor: 5586 MOOSE LAKE BREWING CO. Check Sequence: 64 ACH Enabled: True 712-003 resale- beer 216.00 07/27/2021 609-49750-425200 Check Total: 216.00 Vendor: 1390 MTI DISTRIBUTING INC Check Sequence: 65 ACH Enabled: True 1297502-03 caster wheel asm 287.43 07/27/2021 101-45201-421990 Check Total: 287.43 Vendor: 1913 NEW FRANCE WINE Check Sequence: 66 ACH Enabled: False 175736 resale- wine 464.00 07/27/2021 609-49750-425300 175736 freight 7.50 07/27/2021 609-49750-433300 Check Total: 471.50 Vendor: 1687 NORTHLAND SECURITIES INC Check Sequence: 67 ACH Enabled: False 6713 202041 - Chelsea Commons Project 1,290.00 07/27/2021 101-41910-431990 6721 TIF 22 537.50 07/27/2021 213-46522-431990 Check Total: 1,827.50 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1401 NORTHWEST ASSOCIATED CONSULTANTS Check Sequence: 68 ACH Enabled: True 25369 June 2021 - Technical Assistance City Projects 4,272.45 07/27/2021 101-41910-431990 25370 202110 - G Cubed Townhome PUD 1,744.40 07/27/2021 101-00000-220110 25370 202114 - Stony Brook Village PUD 1,886.80 07/27/2021 101-00000-220110 25371 June 2021 - Technical Assistance - Meetings 150.00 07/27/2021 101-41910-431990 Check Total: 8,053.65 Vendor: 5426 NOVEL SOLAR TWO LLC Check Sequence: 69 ACH Enabled: True 3008 Solar Rebate {rpgram - Xcel 27,529.58 07/27/2021 101-41310-443992 Check Total: 27,529.58 Vendor: UB*00881 DAVE O'CONNELL Check Sequence: 70 ACH Enabled: False Refund Check 48.05 01/16/2020 601-00000-202010 Check Total: 48.05 Vendor: 1412 OMANN BROTHERS INC Check Sequence: 71 ACH Enabled: False 15237 (6.01) AC Fines mix 498.83 07/27/2021 101-43120-422400 15243 (2) AC Fines mix 166.00 07/27/2021 101-43120-422400 Check Total: 664.83 Vendor: 1427 PHILLIPS WINE & SPIRITS CO Check Sequence: 72 ACH Enabled: False 6232111 resale- liquor 1,058.70 07/27/2021 609-49750-425100 6232111 freight 12.67 07/27/2021 609-49750-433300 6233042 resale- liquor 1,789.00 07/27/2021 609-49750-425100 6233042 freight 24.09 07/27/2021 609-49750-433300 6233043 freight 2.98 07/27/2021 609-49750-433300 6233043 resale- wine 136.00 07/27/2021 609-49750-425300 6234024 resale- liquor 1,156.41 07/27/2021 609-49750-425100 6234024 freight 11.92 07/27/2021 609-49750-433300 6234025 freight 38.61 07/27/2021 609-49750-433300 6234025 resale- wine 935.04 07/27/2021 609-49750-425300 6234025 resale - liquor 228.00 07/27/2021 609-49750-425100 6234025 resale - mix 224.00 07/27/2021 609-49750-425400 6237442 freight 27.32 07/27/2021 609-49750-433300 6237442 resale- liquor 2,096.59 07/27/2021 609-49750-425100 6237443 resale- mix 126.00 07/27/2021 609-49750-425400 6237443 resale -liquor 923.68 07/27/2021 609-49750-425100 6237443 freight 32.78 07/27/2021 609-49750-433300 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 12 Invoice No Description Amount Payment Date Acct Number Reference AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 13 Check Total: 8,823.79 Vendor: 1455 RED'S MARATHON Check Sequence: 73 ACH Enabled: False June 2021 fule slips June 2021 - Parks 218.87 07/27/2021 101-45201-421200 Check Total: 218.87 Vendor: 5304 REINDERS INC. Check Sequence: 74 ACH Enabled: False 3079845 (2) 30 gal. Surge 3,483.90 07/27/2021 101-45201-421600 3081165-00 (4) plastic idler; (4) belt; (8) plastic tubing 225.32 07/27/2021 101-45201-421990 Check Total: 3,709.22 Vendor: UB*01053 STEVEN & MARTHA REISHUS Check Sequence: 75 ACH Enabled: False Refund Check 62.43 12/14/2020 601-00000-202010 Check Total: 62.43 Vendor: 5759 RES GREAT LAKES, LLC Check Sequence: 76 ACH Enabled: False 8494 site prep herbicide remaining amount 1,077.00 07/27/2021 101-45201-431900 Check Total: 1,077.00 Vendor: 5778 BRENNA RICHTER Check Sequence: 77 ACH Enabled: False 7/2/2021 Performance @ Farmers Market - 7/29/21 100.00 07/27/2021 226-45127-431990 Check Total: 100.00 Vendor: 5502 ALEX ROWLAND Check Sequence: 78 ACH Enabled: True 7/16/2021 Farmers Market Token Collection Log - 7/15/21 116.00 07/27/2021 226-45127-431992 Check Total: 116.00 Vendor: 1470 RUSSELL SECURITY RESOURCE INC Check Sequence: 79 ACH Enabled: True A39971 High Security Keys (4) 56.00 07/27/2021 101-41310-421990 Check Total: 56.00 Vendor: 5523 RUSTECH BREWING COMPANY, LLC Check Sequence: 80 ACH Enabled: True 1073 resale - beer 310.00 07/27/2021 609-49750-425200 Check Total: 310.00 Vendor: 5775 SAND CREEK LLC Check Sequence: 81 ACH Enabled: False AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 13 Invoice No Description Amount Payment Date Acct Number Reference 7/7/2021 Refund - Permit Overcharge 3,100.00 07/27/2021 101-41310-443990 Check Total: 3,100.00 Vendor: 3751 CHRISTINE SCHYMA Check Sequence: 82 ACH Enabled: False 7/16/2021 Farmers Market Token Collection Log - 7/15/21 84.00 07/27/2021 226-45127-431992 Check Total: 84.00 Vendor: 2497 SHERBURNE WRIGHT CABLE COMMISSIC Check Sequence: 83 ACH Enabled: False 07/11/2021 Cable PEG Fees - TDSBridgewater Qtr 2 2021 1,508.72 07/27/2021 101-00000-208020 7/8/2021 Cable Franchise Fees - TDSBridgewater Qtr 2 2 9,371.48 07/27/2021 101-00000-208020 Check Total: 10,880.20 Vendor: 5211 RANDI ANN SMELSER Check Sequence: 84 ACH Enabled: False 7/1/2021 Mileage Reimbursement - Watkins Vet Clinic (6t 36.96 07/27/2021 101-42700-433100 7/1/2021 Reimbursement - Supplies: Cat Litter 22.51 07/27/2021 101-42700-421990 July 2nd Semi Monthly Contract Payment 1,622.25 07/27/2021 101-42700-431200 Check Total: 1,681.72 Vendor: 3309 SOUTHERN GLAZER'S WINE AND SPIRITS. Check Sequence: 85 ACH Enabled: False 2100136 resale- liquor 672.36 07/27/2021 609-49750-425100 2100136 freight 8.16 07/27/2021 609-49750-433300 2100137 resale- wine 852.00 07/27/2021 609-49750-425300 2100137 freight 18.20 07/27/2021 609-49750-433300 2103231 resale- liquor 3,601.08 07/27/2021 609-49750-425100 2103231 freight 29.17 07/27/2021 609-49750-433300 2103232 freight 24.50 07/27/2021 609-49750-433300 2103232 resale- wine 1,104.27 07/27/2021 609-49750-425300 Check Total: 6,309.74 Vendor: 5774 JASON ALLEN STENSLAND Check Sequence: 86 ACH Enabled: False 9596 4'X 8' Portable Sign - MCC 517.75 07/27/2021 226-45127-431990 9597 4'X 8' Portable Sign - Parks 546.25 07/27/2021 101-45201-421990 Check Total: 1,064.00 Vendor: 1897 STEPP MANUFACTURING CO INC Check Sequence: 87 ACH Enabled: False 59536 137" heated hot hose assy. 2,879.14 07/27/2021 101-43120-422100 Check Total: 2,879.14 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 14 Invoice No Description Amount Payment Date Acct Number Reference Vendor: 1886 SWANK MOTION PICTURES INC Check Sequence: 88 ACH Enabled: False DB 3045279 Rights & Rental Fee for Movie in the Park - Son 665.00 07/27/2021 226-45127-431990 Check Total: 665.00 Vendor: 1518 TDS TELECOM Check Sequence: 89 ACH Enabled: True 763-271-3257 TDS 102.11 07/27/2021 702-00000-432100 763-295-0078 TDS - Fire 160.58 07/27/2021 702-00000-432100 763-295-2005 TDS 20.37 07/27/2021 702-00000-432100 763-295-3714 TDS 344.61 07/27/2021 702-00000-432100 Check Total: 627.67 Vendor: 5749 THOUSAND HILLS CATTLE CO Check Sequence: 90 ACH Enabled: True 7/16/2021 Farmers Market Token Collection Log - 7/15/21 29.00 07/27/2021 226-45127-431992 Check Total: 29.00 Vendor: 2397 TOWMASTER Check Sequence: 91 ACH Enabled: False 440510 tarp housing s-9 pulltarp; tarp 12' asphalt w/ side 1,556.00 07/27/2021 101-43120-422110 Check Total: 1,556.00 Vendor: 4656 TRUE FABRICATIONS, INC. Check Sequence: 92 ACH Enabled: False 878419 resale - barware 580.00 07/27/2021 609-49750-425400 Check Total: 580.00 Vendor: 5772 TSS AUTOMOTIVE EQUIPMENT SERVICES Check Sequence: 93 ACH Enabled: False 4305 reinstall (2) post lift, bleed & equalize cables 589.00 07/27/2021 101-45201-440100 Check Total: 589.00 Vendor: 5505 TWIN STAR EQUIPMENT & MFG CO Check Sequence: 94 ACH Enabled: True 3508 (10) 4.5 " LED flood lights 550.00 07/27/2021 101-43120-422100 Check Total: 550.00 Vendor: 3783 ULINE Check Sequence: 95 ACH Enabled: False 135232006 es paper towels; (4) cs. can liner; (2)12pk box cu 311.84 07/27/2021 609-49754-421990 1357726559 36ct. facial tissue; (10) traffic cones; (24) 32 oz. 355.63 07/27/2021 609-49754-421990 Check Total: 667.47 Vendor: 1544 US POSTAL SERVICE Check Sequence: 96 ACH Enabled: False AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 15 Invoice No Description Amount Payment Date Acct Number Reference 7/7/2021 PI 42 - UB July Billing (3639 pcs) (1/2) 836.97 07/27/2021 601-49440-432200 7/7/2021 PI 42 - UB July Billing (3639 pcs) (1/2) 836.97 07/27/2021 602-49490-432200 Check Total: 1,673.94 Vendor: 1552 VIKING COCA COLA BOTTLING CO Check Sequence: 97 ACH Enabled: True 2736224 resale- soda pop 911.00 07/27/2021 609-49750-425400 Check Total: 911.00 Vendor: 1684 VINOCOPIA Check Sequence: 98 ACH Enabled: True 282564 resale- liquor 126.25 07/27/2021 609-49750-425100 282564 freight 2.50 07/27/2021 609-49750-433300 283001 resale- mix 72.00 07/27/2021 609-49750-425400 283001 resale- wine 1,092.00 07/27/2021 609-49750-425300 283001 freight 16.00 07/27/2021 609-49750-433300 Check Total: 1,308.75 Vendor: 1561 WATER LABORATORIES INC Check Sequence: 99 ACH Enabled: False 8586 June 2021 Water Testing 255.00 07/27/2021 601-49440-431990 Check Total: 255.00 Vendor: 1572 THE WINE COMPANY Check Sequence: 100 ACH Enabled: True 177476 resale- wine 552.00 07/27/2021 609-49750-425300 177476 freight 8.40 07/27/2021 609-49750-433300 Check Total: 560.40 Vendor: 1573 WINE MERCHANTS INC Check Sequence: 101 ACH Enabled: False 7337682 resale- wine 329.02 07/27/2021 609-49750-425300 7337682 freight 4.47 07/27/2021 609-49750-433300 Check Total: 333.49 Vendor: 1577 WRIGHT CO AUDITOR-TREAS - ACH Check Sequence: 102 ACH Enabled: True 11 2021 Special Assessment Fee 2,532.40 07/27/2021 101-41550-431250 7/13/2021 Court Fines & Fees - June 2021 4,892.60 07/27/2021 101-42100-430410 Check Total: 7,425.00 Vendor: 1581 WRIGHT CO RECORDER Check Sequence: 103 ACH Enabled: False 202100000036 202105 - Termination A# 1474324 46.00 07/27/2021 101-41910-443990 AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 16 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 46.00 Total for Check Run: 446,635.36 Total of Number of Checks: 103 The preceding list of bills payable was reviewed and approved for payment. Date: 7/26/2021 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (07/21/2021 - 3:39 PM) Page 17 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 07/20/2021 - 12:51PM Batch: 00201.07.2021 - 201.07.2021 US Bank Invoice No Description Amount Payment Date Acct Number Moiiii6effo Y Reference Vendor: 4263 CAYAN Check Sequence: 1 ACH Enabled: True 1885355 (16,242) transactions June 2021 1,743.99 07/15/2021 609-49754-443980 1885355 June 2021 cc machine rental 128.68 07/15/2021 609-49754-424100 Check Total: 1,872.67 Vendor: 1592 IRS Check Sequence: 2 ACH Enabled: True CP210 IRS - Penalty Qtr 3 2020 (COVID/ESL) 222.64 07/15/2021 101-41520-443990 Check Total: 222.64 Vendor: 5415 MII LIFE INSURANCE INC Check Sequence: 3 ACH Enabled: True 39875118 FSA - Dependent Care 497.86 07/15/2021 101-00000-217200 39875118 FSA -Medical -13.26 07/15/2021 101-00000-217300 39882443 FSA- Dependent Care 497.86 07/15/2021 101-00000-217200 39888558 FSA- Dependent Care 995.72 07/15/2021 101-00000-217200 39888558 FSA -Medical 135.46 07/15/2021 101-00000-217300 Check Total: 2,113.64 Vendor: 1593 MN DEPT OF REVENUE - ACH Check Sequence: 4 ACH Enabled: True June June Sales Tax - Liquor 4,769.46 07/15/2021 609-00000-208100 June June Sales Tax - Liquor 0.24 07/15/2021 609-00000-362900 June June Sales Tax - General 347.30 07/15/2021 101-00000-208100 June June Sales Tax - General -0.30 07/15/2021 101-00000-362900 June June Waste Tax - General 138.30 07/15/2021 101-00000-208120 June June Waste Tax - General 0.70 07/15/2021 101-43230-443990 June June Sales Tax - MCC 3,894.00 07/15/2021 226-00000-208100 June June Sales Tax - Water 1,873.34 07/15/2021 601-00000-208100 June June Sales Tax - Water -0.34 07/15/2021 601-00000-362900 June June Sales Tax - Cemetary 6.19 07/15/2021 215-00000-208100 June June Sales Tax - Cemetary -0.19 07/15/2021 215-00000-362900 AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 1 Invoice No Description Amount Payment Date Acct Number Reference Check Total: 11,028.70 Vendor: 5147 MN PEIP Check Sequence: 5 1103937 Health Insurance - Aug. 2021 41,106.72 07/15/2021 101-00000-217061 Check Total: 41,106.72 Vendor: 1426 CITY OF MONTICELLO Check Sequence: 6 UB May 2021 5005 - spklr - 822 Hart Blvd. 6.06 07/15/2021 101-43120-438200 UB May 2021 8631 - Animal Shelter 116.51 07/15/2021 101-42700-438200 UB May 2021 5026 - Ellison Park 467.18 07/15/2021 101-45201-438200 UB May 2021 8905 - PW Office 16.97 07/15/2021 101-43127-438200 UB May 2021 5002- spklr- 1510 Hart Blvd 0.00 07/15/2021 101-43120-438200 UB May 2021 8119 - 303 6th St - Parks new 120.28 07/15/2021 101-45201-438200 UB May 2021 7224 - WWTP 2,156.39 07/15/2021 602-49480-438200 UB May 2021 8394 - spklr - Riverside Cem. 13.87 07/15/2021 215-49010-438200 UB May 2021 7256-004 - 130 Brdwy- Stormwtr 19.25 07/15/2021 213-46301-438200 UB May 2021 5004 - spklr - 1390 Hart Blvd 6.06 07/15/2021 101-43120-438200 UB May 2021 7441 - spklr - 200 W. Broadway 8.33 07/15/2021 101-43120-438200 UB May 2021 14915 - spklr - 4100 1/2 Cedar 7.22 07/15/2021 101-43120-438200 UB May 2021 8528 - Monti -NSP Sftbll Fields 752.95 07/15/2021 101-45203-438200 UB May 2021 8086 - 4th St. Warming House 16.97 07/15/2021 101-45201-438200 UB May 2021 8177 - Library 172.04 07/15/2021 101-45501-438200 UB May 2021 8674 - spklr - 207 Chelsea Rd 63.17 07/15/2021 601-49440-438200 UB May 2021 8117 - MCC 675.34 07/15/2021 226-45126-438200 UB May 2021 8622 - Pioneer Park bathroom 16.97 07/15/2021 101-45201-438200 UB May 2021 10128 - Prairie Cntr. Bldg. 38.47 07/15/2021 101-41941-438200 UB May 2021 8906 - spklr - PW 6.06 07/15/2021 101-43127-438200 UB May 2021 5569 - spklr - Meadow Oak Ave 9.76 07/15/2021 101-45201-438200 UB May 2021 8488 - spklr - Hillcrest Park 176.94 07/15/2021 101-45201-438200 UB May 2021 15291 - Commuter Lot- Stormwtr 40.25 07/15/2021 101-43120-438200 UB May 2021 13953 - spklr - Hwy25/SE Brdwy 11.50 07/15/2021 101-43120-438200 UB May 2021 15064 - spklr -Featherstone Pk 67.94 07/15/2021 101-45201-438200 UB May 2021 15363 - spklr- Fallon/7th St. 8.00 07/15/2021 101-43120-438200 UB May 2021 5248 - spklr - Bridge Park E 307.09 07/15/2021 101-45201-438200 UB May 2021 7885 - DMV/Food Shelf 41.94 07/15/2021 653-41990-438200 UB May 2021 15292 - Dwntwn Parking-Strmwtr 19.25 07/15/2021 101-43120-438200 UB May 2021 5249 - spklr - Bridge Park W 275.51 07/15/2021 101-45201-438200 UB May 2021 8533 - spklr Chelsea Rd Lft St 74.55 07/15/2021 602-49490-438200 UB May 2021 15362 - spklr-Fallon/Chelsea 6.06 07/15/2021 101-43120-438200 UB May 2021 7256-007 - 103 Pine St- EDA 37.97 07/15/2021 213-46301-438200 UB May 2021 5003 - spklr - 1460 Hart Blvd 0.00 07/15/2021 101-43120-438200 ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 2 Invoice No Description Amount Payment Date Acct Number Reference UB May 2021 8903 - PW Shop/Clerical 606.97 07/15/2021 101-43127-438200 UB May 2021 8120 - Bldg. Inspec. Garage 37.97 101-43230-438400 07/15/2021 101-41940-438200 UB May 2021 10063 - spklr - Front St. Park 48.90 7/06/2021 07/15/2021 101-45201-438200 UB May 2021 7256-008 - 112 River St. W EDA 37.97 Advanced Disposal - May 2021 07/15/2021 213-46301-438200 UB May 2021 10267 - spklr - Comm. Garden 6.97 47.74 07/15/2021 226-45127-438200 UB May 2021 5250 - Bridge Park W 26.93 07/15/2021 07/15/2021 101-45201-438200 UB May 2021 8904 - PW Vehicle Storage 10.51 602-49480-438400 07/15/2021 101-43127-438200 UB May 2021 5637 - Meadow Oak Dog Park 6.87 7/06/2021 07/15/2021 101-45201-438200 UB May 2021 7256-003 - MontiArts 37.97 Advanced Disposal - May 2021 07/15/2021 101-45204-438200 UB May 2021 8114 - Hi -Way Liquors 73.08 53.82 07/15/2021 609-49754-438200 UB May 2021 14522 - spklr - Hillside Cem. 6.06 07/15/2021 07/15/2021 101-45201-438200 UB May 2021 15640 - 103 Chelsea Rd- Fire 194.02 101-41310-444140 07/15/2021 101-42200-438200 UB May 2021 725 6-00 10 - 101 Broadway W 37.97 7/06/2021 07/15/2021 101-45204-438200 UB May 2021 7256-0011 107 Broadway W 37.97 Amazon - Paper Plates 07/15/2021 101-45204-438200 101-41310-421990 Check Total: 6,927.01 40.50 07/15/2021 101-41310-421990 Vendor: 2811 US BANK CORPORATE PMT SYSTEM Check Sequence: 7 7/06/2021 Advanced Disposal - May 2021 42,118.98 07/15/2021 101-43230-438400 7/06/2021 Advanced Disposal - May 2021 - Recycling 19,437.60 07/15/2021 101-43230-438400 7/06/2021 Advanced Disposal - May 2021 - GFEE 3,968.42 07/15/2021 101-00000-208120 7/06/2021 Advanced Disposal - May 2021 35.80 07/15/2021 101-43127-438400 7/06/2021 Advanced Disposal - May 2021 47.74 07/15/2021 101-45201-438400 7/06/2021 Advanced Disposal - May 2021 23.87 07/15/2021 101-45201-438400 7/06/2021 Advanced Disposal - May 2021 113.38 07/15/2021 602-49480-438400 7/06/2021 Advanced Disposal - May 2021 208.87 07/15/2021 226-45126-438400 7/06/2021 Advanced Disposal - May 2021 23.87 07/15/2021 609-49754-438400 7/06/2021 Advanced Disposal - May 2021 23.87 07/15/2021 101-45201-438400 7/06/2021 Advanced Disposal - May 2021 53.82 07/15/2021 101-45201-438400 7/06/2021 Advanced Disposal - May 2021 11.93 07/15/2021 101-45501-431990 7/06/2021 Aldi - Water for Walk & Roll 11.94 07/15/2021 101-41310-444140 7/06/2021 Amazon - O Ring Rebuild Kit for Adult Spa (2) 45.90 07/15/2021 226-45126-422990 7/06/2021 Amazon - Post It Tabs, Flags, 52.10 07/15/2021 101-41310-421990 7/06/2021 Amazon - Paper Plates 30.33 07/15/2021 101-41310-421990 7/06/2021 Amazon - Self Stick Easel Ruled Pads (2 pk) 40.50 07/15/2021 101-41310-421990 7/06/2021 Amazon - Certificate Frames (2) 31.96 07/15/2021 101-41800-421990 7/06/2021 Amazon - Desk Chair (communications) 83.27 07/15/2021 101-41310-421990 7/06/2021 Amazon - Colored Paper (2) 34.58 07/15/2021 101-41310-421990 7/06/2021 Amazon - Minigrip Clear Reclosable Bags (500) 168.08 07/15/2021 101-42400-421990 7/06/2021 Amazon - Paper Cups (1000) 91.99 07/15/2021 101-41310-421990 7/06/2021 Amazon - Pop Up Post Its 20.70 07/15/2021 101-41310-421990 7/06/2021 Amazon - Port Pwr Comp 6 Cell, Power Converi 18.85 07/15/2021 101-41310-421990 7/06/2021 Amazon - Refill Ink for Stamps (3) 24.85 07/15/2021 653-41990-421990 ACH Enabled: True AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 3 Invoice No Description Amount Payment Date Acct Number Reference 7/06/2021 Amazon - Clasp Envelopes 24.99 07/15/2021 653-41990-421990 7/06/2021 Amazon - Zipper Plastic Envelopes (10 pk) 9.49 07/15/2021 101-41310-421990 7/06/2021 Amazon - 2021 Planner 19.97 07/15/2021 226-45122-421990 7/06/2021 Amazon - Wall Mount Remote Control Holders 1 8.50 07/15/2021 226-45123-421990 7/06/2021 Amazon - HP Toner Cartridge 36.95 07/15/2021 101-41800-421990 7/06/2021 Am Red Cross - Provisional Certification Lifegu 42.00 07/15/2021 226-45124-431990 7/06/2021 Am Red Cross - Provisional Certification Lifegu 21.00 07/15/2021 226-45124-431990 7/06/2021 Am Red Cross - Recertification Fee (3) 63.00 07/15/2021 226-45124-431990 7/06/2021 Ausco - Staff T Shirts (6), Polo's (3) 88.50 07/15/2021 226-45122-421990 7/06/2021 Bluestone - Gift Certificate for Walk & Roll 25.00 07/15/2021 101-45130-444140 7/06/2021 Chatters - Gift Certificate for Walk & Roll 25.00 07/15/2021 101-45130-444140 7/06/2021 Chin Yuen - Gift Certificate for Walk & Roll 25.00 07/15/2021 101-45130-444140 7/06/2021 Cintas - Mat Service #4086716588 26.17 07/15/2021 101-45501-431990 7/06/2021 Cintas - Mat, Mop, Towel Svc #4086716682, 40: 91.25 07/15/2021 226-45126-431990 7/06/2021 Cornerstone Cafe - Gift Certificate for Walk & R 25.00 07/15/2021 101-45130-444140 7/06/2021 Cub - Marshalls Gift Card for Safety Bingo 50.00 07/15/2021 101-41800-421990 7/06/2021 Cub - Granola Bars, Juice, Donuts for Training 32.89 07/15/2021 101-41800-443990 7/06/2021 Cub - Food for Volunteer Picnic: Hot Dogs, Onic 163.86 07/15/2021 101-41800-443990 7/06/2021 Cub - Sales Tax on Food for Volunteer Picnic - R 6.34 07/15/2021 101-00000-115030 7/06/2021 Dacotah Paper - Bathroom & Lockerroom Suppl 688.63 07/15/2021 226-45126-421990 7/06/2021 Dell - Dell Dock Power Delivery (3) 567.81 07/15/2021 702-00000-424100 7/06/2021 Discount Mugs - Can Koozies for Riverfest (500 284.54 07/15/2021 101-45130-444100 7/06/2021 Quadient Leasing - Postage Machine Lease Pmt 470.46 07/15/2021 101-41310-441500 7/06/2021 General Credit Forms - Credit Card Paper (2 cas 61.84 07/15/2021 653-41990-421990 7/06/2021 Holiday - Unleaded Fuel 9.183 gals @ $3.099 28.46 07/15/2021 653-41990-421200 7/06/2021 Holiday - Unleaded Fuel 11.443 gals @ $2.849 30.31 07/15/2021 653-41990-421200 7/06/2021 Holiday - Unleaded Fuel 9.943 gals @ $2.849 28.33 07/15/2021 653-41990-421200 7/06/2021 Holiday - Unleaded Fuel 11.471 gals @ $2.849 32.68 07/15/2021 653-41990-421200 7/06/2021 Holiday - Unleaded Fuel 10.589 gals @ $2.779 29.43 07/15/2021 653-41990-421200 7/06/2021 Holiday - Unleaded Fuel 10.589 gals @ $2.999 34.32 07/15/2021 653-41990-421200 7/06/2021 Holiday - Unleaded Fuel 11.355 gals @ $2.899 32.92 07/15/2021 653-41990-421200 7/06/2021 Home Depot - Filters for Animal Control 24.09 07/15/2021 101-42700-422990 7/06/2021 Home Depot - Weed Killer, Bug Spray 34.94 07/15/2021 226-45126-422990 7/06/2021 League MN Cities - 202 1 Virtuaaal LMC Confers 99.00 07/15/2021 101-41310-433100 7/06/2021 Fleet Farm - Gift Card for Safety Bingo Prize 50.00 07/15/2021 101-41800-421990 7/06/2021 MinnCor - Title Paper (4 pks) 140.00 07/15/2021 653-41990-421990 7/06/2021 Monti Chamber - May Lunch (JT) 15.00 07/15/2021 213-46301-443990 7/06/2021 Monti Chamber - May Lunch (TH)) 15.00 07/15/2021 226-45122-443990 7/06/2021 MN Dept Labor - Building Official License Ren( 35.00 07/15/2021 101-42400-443700 7/06/2021 Monti Napa - Parts for Floor Scrubber; Belt for 1 43.94 07/15/2021 226-45126-422990 7/06/2021 Monti Napa - Fasteners for Blazer License Plate 2.54 07/15/2021 701-00000-421990 7/06/2021 NBP - Envelopes 35.79 07/15/2021 653-41990-421990 7/06/2021 NBP - Calculator Tape, Rubber Bands, Highlighl 21.90 07/15/2021 653-41990-421990 AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 4 Invoice No Description Amount Payment Date Acct Number Reference 7/06/2021 NBP - Spoons, Envelopes, Knives, Paper 126.38 07/15/2021 653-41990-421990 7/06/2021 NBP - Paper, Staples, Pens, Clips, Envelopes 81.18 07/15/2021 653-41990-421990 7/06/2021 Night Hawk Security - Monthly Security @ Old 49.95 07/15/2021 101-43110-431900 7/06/2021 Oriental Trading - Squirt Toy Assortment for Rig 118.95 07/15/2021 101-45130-444100 7/06/2021 Peach Jar - Walk & Roll Advertising 75.00 07/15/2021 101-41310-444140 7/06/2021 Pizza Ranch - Gift Card for Volunteer Picnic 25.00 07/15/2021 101-41800-443990 7/06/2021 Prof Office Svcs - Postage for Advertising Music 298.59 07/15/2021 226-45127-431990 7/06/2021 Randys - Shredding Services (CH) 31.40 07/15/2021 101-41310-431990 7/06/2021 Randys - Shredding Services (DMV) 31.40 07/15/2021 653-41990-431990 7/06/2021 Runnings - Keys for New FNM Office @ Prairie 11.94 07/15/2021 101-41941-421990 7/06/2021 Runnings - Spray for Weeds 19.99 07/15/2021 226-45126-422990 7/06/2021 Target - Pool Toys for Swim Lessons 14.00 07/15/2021 226-45124-421990 7/06/2021 Target - Mountain Bike for Walk & Roll 229.99 07/15/2021 101-45130-444140 7/06/2021 USPS - Priority Mail Pkgs to State 34.40 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 86.70 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 21.50 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 11.40 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 11.40 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 22.35 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 14.00 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 38.60 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 19.50 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 29.60 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 14.20 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 4.80 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 6.40 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 13.80 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 26.25 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 20.95 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 19.10 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 33.95 07/15/2021 653-41990-432200 7/06/2021 USPS - Priority Mail Pkgs to State 17.60 07/15/2021 653-41990-432200 7/06/2021 USPS - Certified Letter 7.20 07/15/2021 101-41910-432200 7/06/2021 USPS - Certified Letter 7.00 07/15/2021 101-41910-432200 7/06/2021 USPS - Certified Letter 7.00 07/15/2021 101-42200-432200 7/06/2021 Verizon - Apr 21 - May 20 75.02 07/15/2021 101-43115-432100 7/06/2021 Verizon - Apr 21 - May 20 387.15 07/15/2021 101-43120-432100 7/06/2021 Verizon - Apr 21 - May 20 235.06 07/15/2021 101-45201-432100 7/06/2021 Verizon - Apr 21 - May 20 97.52 07/15/2021 601-49440-432100 7/06/2021 Verizon - Apr 21 - May 20 97.53 07/15/2021 602-49490-432100 7/06/2021 Verizon - Apr 21 - May 20 180.05 07/15/2021 101-42200-432100 7/06/2021 Von Hanson Snacks - Pretzels for Resale @ Con 78.20 07/15/2021 226-45125-425410 7/06/2021 Von Hanson Meats - Food for Volunteer Picnic 175.46 07/15/2021 101-41800-443990 AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 5 Invoice No Description Amount Payment Date Acct Number Reference 7/06/2021 Walmart.com - DVD's (3) - Movies in the Park 45.98 07/15/2021 226-45127-443990 7/06/2021 Walmart - Food for Volunteer Picnic 173.44 07/15/2021 101-41800-443990 7/06/2021 Walmart - Pad Set, Carve Board (Walk & Roll) 69.90 07/15/2021 101-45130-444140 7/06/2021 Walmart - Bikes - Walk & Roll (12) 1,302.00 07/15/2021 101-45130-444140 7/06/2021 Walmart - Bikes - Walk & Roll (1) 88.00 07/15/2021 101-45130-444140 7/06/2021 Walmart - Bikes - Walk & Roll -49.94 07/15/2021 101-45130-444140 7/06/2021 Walmart - Bikes - Walk & Roll (1) 138.00 07/15/2021 101-45130-444140 7/06/2021 Walmart - Bikes - Walk & Roll (5) 642.88 07/15/2021 101-45130-444140 7/06/2021 Walmart - Bikes - Walk & Roll (2) 188.00 07/15/2021 101-45130-444140 7/06/2021 Walmart - Replacement Canopies for Farmers M 158.00 07/15/2021 226-45127-421750 7/06/2021 Walmart - Bug Spray for Movies in the Park 21.08 07/15/2021 226-45127-421990 7/06/2021 Walmart - Beach Towels & Gift Cards for Natl S 294.48 07/15/2021 101-41800-421990 7/06/2021 Wright Co Sheriff - Background Check - Kwik T 102.35 07/15/2021 101-41410-431990 7/06/2021 York Company - Motor for Unit #1 141.00 07/15/2021 226-45126-422990 7/06/2021 Home Depot - 5K BTU window AC -159.00 07/15/2021 101-43127-421990 7/06/2021 Monti Napa - (2) quality htr 3.22 07/15/2021 101-45201-422990 7/06/2021 Runnings -5.5 oz. kwik-seal 3.79 07/15/2021 101-45201-421990 7/06/2021 Mills Fleet Farm - bushing; elbow 4.48 07/15/2021 101-45201-421990 7/06/2021 Runnings - 1 gal. muriatic acid 4.99 07/15/2021 601-49440-421990 7/06/2021 Monti Napa - U-11 - LED light 6.00 07/15/2021 101-42200-422110 7/06/2021 Monti Napa - bumper 6.36 07/15/2021 101-43120-422110 7/06/2021 Monti Napa - Engine 12 - radiator cap 6.74 07/15/2021 101-42200-422110 7/06/2021 USPS - certified mail 7.00 07/15/2021 101-42200-432200 7/06/2021 Auto Value - 1362-4 - fix it pack 8.31 07/15/2021 602-49490-422990 7/06/2021 Auto Value - bmpr pad rivets; panel retainers 8.98 07/15/2021 101-43120-422110 7/06/2021 Runnings - (2) Stihl parts 9.12 07/15/2021 101-46102-421990 7/06/2021 NBP - 40 oz. detergent 9.73 07/15/2021 609-49754-421990 7/06/2021 Mills Fleet Farm - (5) key 9.95 07/15/2021 101-45201-421990 7/06/2021 Runnings - (2) 10 oz. hvy. duty adhesive 9.98 07/15/2021 101-43120-422400 7/06/2021 Mills Fleet Farm - (2.871) gal. non-oxy gas @ $_ 10.05 07/15/2021 101-42200-421200 7/06/2021 Home Depot - teflon tape; (17) riser ext. 10.15 07/15/2021 101-45201-421990 7/06/2021 Home Depot -(4) key master padlock 10.48 07/15/2021 101-43120-421990 7/06/2021 Amazon - (3) Sharpie markers 10.99 07/15/2021 101-43110-421990 7/06/2021 Auto Value - #110 - on/off switch 10.99 07/15/2021 101-43120-422110 7/06/2021 Runnings - 6pk. scour pads; elbow galv.; comprt 11.17 07/15/2021 101-43127-421990 7/06/2021 Runnings - ant bait; 16 oz. Tero; (3) Glade freshi 13.55 07/15/2021 101-45201-421990 7/06/2021 Auto Value - #110- HD cabin air fleet 14.40 07/15/2021 101-43120-422110 7/06/2021 O'Reilly - 1 qt. motor oil; copper plug 14.56 07/15/2021 101-43120-422100 7/06/2021 Amazon - 2 pc. stainless steel strainer bowls 15.67 07/15/2021 101-45201-421990 7/06/2021 Auto Value - #117 - AC belt 15.99 07/15/2021 101-43120-422110 7/06/2021 Red's Marathon - non oxi gas for small engine 16.02 07/15/2021 101-45201-421200 7/06/2021 Fire House ID - locker tag name plate 16.28 07/15/2021 101-42200-421990 7/06/2021 Amazon - 12 pk Sharpie markers; (3) pk. oil -bas 17.68 07/15/2021 101-43110-421990 AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 6 Invoice No Description Amount Payment Date Acct Number Reference 7/06/2021 NVFC - 1 year membership- Nat. Volunteer Fire 18.00 07/15/2021 101-42200-443300 7/06/2021 Runnings - 12 oz. expanding foam; 2) silicone st 18.27 07/15/2021 101-43127-421990 7/06/2021 Monti Napa - (2) lamp relay 18.68 07/15/2021 101-45201-422990 7/06/2021 Home Depot - (4) 8' landscape timber 19.92 07/15/2021 101-45201-421990 7/06/2021 Runnings - air tool conditioner; hex bushing; 2 p 20.05 07/15/2021 101-43127-421990 7/06/2021 USPS - certified mail 21.00 07/15/2021 101-42200-432200 7/06/2021 Auto Value - #145 - (2) perfectview wipers 21.98 07/15/2021 101-43120-422110 7/06/2021 Amazon - 4x6 US Flag 22.99 07/15/2021 101-42200-421990 7/06/2021 Auto Value -gal. prime green 50/50; (3) spark ph 25.46 07/15/2021 101-45201-421990 7/06/2021 Auto Value - #117 - fuel filter; air filter 25.80 07/15/2021 101-43120-422100 7/06/2021 Runnings - #110 - valve ball; hose mender; hex 1 26.05 07/15/2021 101-43120-422110 7/06/2021 USPS - Express Mail 26.35 07/15/2021 101-45201-432200 7/06/2021 USPS - Express Mail 26.35 07/15/2021 101-45201-432200 7/06/2021 Amazon - (3) mouse pads 26.67 07/15/2021 701-00000-421990 7/06/2021 Runnings - rain gauge; alum. fittings 4pk.; fitting 27.23 07/15/2021 101-45201-421990 7/06/2021 Runnings - 3pk bandsaw blade; 2" set letters 27.28 07/15/2021 101-45201-421990 7/06/2021 Auto Value - HD air farm; (3) fuseholder; 27.71 07/15/2021 101-45201-421990 7/06/2021 Amazon - 100pk. sunscreen 29.19 07/15/2021 101-45201-421990 7/06/2021 Runnings - 4 pk. ratchet tie down 29.99 07/15/2021 602-49490-421990 7/06/2021 Spypoint - July 2021 (2) subscription for trail cai 30.00 07/15/2021 101-45201-443300 7/06/2021 Dan & Jerry's - Adopt a Park- (3) baskets 30.58 07/15/2021 101-45201-440900 7/06/2021 Amazon - wall clock 32.99 07/15/2021 101-42200-421990 7/06/2021 Holiday - Comm. 1 - (12.251) gal. unleaded @ `. 33.67 07/15/2021 101-42200-421200 7/06/2021 Runnings - anchor 34.99 07/15/2021 101-45201-421990 7/06/2021 Runnings - threadlocker gel; circ saw blade train 35.03 07/15/2021 101-45201-421990 7/06/2021 Auto Value - pk. miniatures; (10) palladium 2 gr! 35.06 07/15/2021 101-45201-422990 7/06/2021 Midway Iron & Metal - 8' re tube 35.30 07/15/2021 101-45201-421990 7/06/2021 Grainger - (4) 24 pk. batteries 35.56 07/15/2021 101-43110-421990 7/06/2021 M & M Express - guide ABR R 30cm/12 35.85 07/15/2021 101-45201-422990 7/06/2021 Amazon - (2) 25 pk. thermal laminating pouches 35.98 07/15/2021 101-43110-421990 7/06/2021 Auto Value - #150 - Lumen LED round 35.99 07/15/2021 101-43120-422100 7/06/2021 Dan & Jerry's - Adopt a Park- assorted plants 36.21 07/15/2021 101-45201-440900 7/06/2021 Runnings - ball mount; receiver pin lock; hitch p 36.27 07/15/2021 101-45201-421990 7/06/2021 Runnings - recoil rope 39.60 07/15/2021 101-43120-422100 7/06/2021 Marties - (2) Quick Pro 39.90 07/15/2021 101-45201-421600 7/06/2021 Runnings - railroad clay 6# 39.99 07/15/2021 101-43120-422400 7/06/2021 Home Depot - EZ dowel join jig kit; 16 oz. ult. N 40.95 07/15/2021 101-45201-421990 7/06/2021 Runnings - irrigation parts - pvc coupling; pvc p 41.88 07/15/2021 101-45201-421990 7/06/2021 Safeguard Security - July 2021 ACH security me 44.95 07/15/2021 101-42200-431990 7/06/2021 Monticello Printing - (50) training reports 46.25 07/15/2021 101-42200-421990 7/06/2021 Monti Napa - Engine 12 - (4) 1 gal. antifreeze 47.96 07/15/2021 101-42200-422100 7/06/2021 Auto Value - (4) 40 lb. floor dry 47.96 07/15/2021 101-45201-421990 7/06/2021 Mills Fleet Farm - U-13 (13.794) gal. unleaded i 49.30 07/15/2021 101-42200-421200 AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 7 Invoice No Description Amount Payment Date Acct Number Reference 7/06/2021 Runnings - (8) asst. drill bits 50.02 07/15/2021 101-45201-421990 7/06/2021 Cub - resale- limes; lemons 50.62 07/15/2021 609-49750-425500 7/06/2021 Fastenal - (5) bit #2; (766) k -lath SDS 51.30 07/15/2021 101-45201-421990 7/06/2021 Mills Fleet Farm - U-13 (16.554) gal. unleaded 1 51.30 07/15/2021 101-42200-421200 7/06/2021 Cub - resale- limes; lemons 53.89 07/15/2021 609-49750-425500 7/06/2021 Mills Fleet Farm - E-12 (18.152) gal. diesel @ 3 54.98 07/15/2021 101-42200-421200 7/06/2021 Northern Tool - oil extractor pump 54.99 07/15/2021 101-43127-421990 7/06/2021 Runnings - #116 - Wizards bk. Renew; gal. thimn 55.90 07/15/2021 101-43120-422110 7/06/2021 Runnings - belt sander 58.99 07/15/2021 101-45201-421990 7/06/2021 Cub - resale- limes; lemons 59.43 07/15/2021 609-49750-425500 7/06/2021 Auto Value - Trailblazer- paint for bumper (3) 59.97 07/15/2021 101-42200-422110 7/06/2021 Home Depot - 100' sprinkler wire; analogue mul 61.03 07/15/2021 101-45203-421990 7/06/2021 Mills Fleet Farm - 50' water hose; shower wand; 61.43 07/15/2021 101-45201-421990 7/06/2021 Sherwin Whns - picnic tables- 1 gal. gn. paint; c 61.72 07/15/2021 101-45201-421990 7/06/2021 Grainger - (12) filters for dehumidifier 61.80 07/15/2021 601-49440-421990 7/06/2021 Monti Napa - fuel pump; (2) fittings; (2) bit 62.93 07/15/2021 101-45201-422990 7/06/2021 Monti Napa - #110 - fuel pump 64.34 07/15/2021 101-43120-422100 7/06/2021 Hirshfield's - brush; 3pk. rolls; (12) tray liner; eb 64.43 07/15/2021 101-45201-421990 7/06/2021 Home Depot - keyed lockset;(3) screen; 100' spli 69.70 07/15/2021 101-45201-421990 7/06/2021 Mills Fleet Farm - (2) steel director's chair 74.98 07/15/2021 101-43120-421990 7/06/2021 At & T - FirstNet May 2021 mobile unlimited ca 76.46 07/15/2021 101-42200-432100 7/06/2021 DISH - July 2021 sevice 77.01 07/15/2021 609-49754-432500 7/06/2021 Amazon - (3) wrist blood pressure cuffs 77.85 07/15/2021 101-42200-421990 7/06/2021 Auto Value - 6gl box 1Ow30; 6 qt. oil disp wht; c 82.43 07/15/2021 101-45201-422990 7/06/2021 Runnings - well #1 - ball valve; nipple 83.98 07/15/2021 601-49440-422990 7/06/2021 Crow River Suspension - #214 - diagnose - tube 85.00 07/15/2021 101-45201-422990 7/06/2021 M & M Express - (2) speed feed 400; (2) drum li 87.78 07/15/2021 101-45201-422990 7/06/2021 Runnings - (2) Stilh- parts only 89.40 07/15/2021 101-45201-421990 7/06/2021 Auto Value - Trailblazer - topcoat hardener; med 93.40 07/15/2021 101-43120-422110 7/06/2021 Hirshfield's - 1 gal. satin base; gloves; tape; etc. 95.36 07/15/2021 101-45201-421990 7/06/2021 West Metro GMC - Utility 13 oil change 97.71 07/15/2021 101-42200-440500 7/06/2021 Amazon - military tactical boots - DK 98.99 07/15/2021 101-42200-421120 7/06/2021 Home Depot - (30) 60# concrete mix 101.10 07/15/2021 101-45201-421990 7/06/2021 General Rental - bucket lift rental 6/9-11/2021 530.00 07/15/2021 101-45201-441500 7/06/2021 Runnings - painters tape 6.29 07/15/2021 101-43120-422110 7/06/2021 Ancom Comm - (6) Minitor VI belt clip 90.00 07/15/2021 101-42200-421990 7/06/2021 Monticello Printing - (100) Incident Reports 105.00 07/15/2021 101-42200-421990 7/06/2021 Home Depot - R-15 xps foamular 250; (2) pvc pi 109.40 07/15/2021 101-45201-421990 7/06/2021 Sprayer Depot - (2) trigger valve; (2) spray tip fc 109.78 07/15/2021 101-43120-422100 7/06/2021 Auto Value - #404 battery 119.99 07/15/2021 602-49490-421990 7/06/2021 Auto Value - battery for Volkswagon Beetle 121.99 07/15/2021 101-45201-422990 7/06/2021 NBP -dz. legal pads; (4) nitrile gloves 127.98 07/15/2021 609-49754-421990 7/06/2021 M & M Express - (2) silentwist 5 lb. 133.18 07/15/2021 101-45201-422500 AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 8 Invoice No Description Amount Payment Date Acct Number Reference 7/06/2021 Grainger - (2) 6 pk. hand sanitizer refill 134.20 07/15/2021 602-49490-421990 7/06/2021 Cintas - Mat Service 4085393541; 4085934273 135.73 07/15/2021 609-49754-431990 7/06/2021 Red's Marathon - gasolline- Parks 138.79 07/15/2021 101-45201-421200 7/06/2021 NBP - Sharpie Markers; (6) hot cups; (2) forks; e 140.09 07/15/2021 609-49754-421990 7/06/2021 Ace of Albertville - (2) padlock key 143.88 07/15/2021 101-45201-421990 7/06/2021 Grainger - Bosun chair 152.41 07/15/2021 602-49490-421990 7/06/2021 Runnings - 10x10 ft. canopy; folding table; (4) 2 153.54 07/15/2021 101-43120-421990 7/06/2021 Home Depot - (10) rebar; carbide; (6) 10' stud 155.55 07/15/2021 101-45201-421990 7/06/2021 Home Depot - hammerdrill; 60ct. drill pt.; 2" vin 156.09 07/15/2021 101-45201-421990 7/06/2021 Cintas - Mat Service 4086716629; 4087386492 157.44 07/15/2021 609-49754-431990 7/06/2021 Auto Value - #120 - air domestic 7.42 07/15/2021 101-43120-422110 7/06/2021 Auto Value - #116 - clear coat 8.49 07/15/2021 101-43120-422110 7/06/2021 Runnings - sheet metal; gal. bar oil; nuts; washer 58.55 07/15/2021 101-42200-422100 7/06/2021 Auto Value - (7) asst. oil filters 64.11 07/15/2021 101-43127-422120 7/06/2021 Morrie's Buffalo Ford - roof rails 161.06 07/15/2021 101-42200-422100 7/06/2021 Red's Marathon - (47) gal @ $3.46 162.40 07/15/2021 101-45201-421200 7/06/2021 Red's Marathon - gasoline- Parks 164.65 07/15/2021 101-45201-421200 7/06/2021 ESS Bros. - (7) water shut-off risers 167.79 07/15/2021 101-43120-421990 7/06/2021 Auto Value - #214 - front brakes; perfectstop cer 170.50 07/15/2021 101-45201-422990 7/06/2021 Westside Tire - #131 - (2) tire mount 186.00 07/15/2021 101-43120-440440 7/06/2021 Auto Value - #214 - (2) struts 193.98 07/15/2021 101-45201-422990 7/06/2021 DSG -(2) Char pvc 221.22 07/15/2021 602-49490-421990 7/06/2021 AMEM - ZZZNEP- IMPLEM- conf. reg. 9/20-2 225.00 07/15/2021 101-42500-433100 7/06/2021 FSSolutions - (2) DOT Urine - TG; DW 112.76 07/15/2021 101-45201-431990 7/06/2021 FSSolutions - DOT Urine - RH 56.38 07/15/2021 101-43120-431990 7/06/2021 FSSolutions - DOT Urine - BR 56.38 07/15/2021 601-49440-431990 7/06/2021 Force America - #236 - (2) coupler 79.99 07/15/2021 101-45201-422990 7/06/2021 Runnings -pole pruner; gal. bar oil 232.28 07/15/2021 101-45201-421990 7/06/2021 Runnings - impact wrench; clip fan 262.38 07/15/2021 101-43127-421990 7/06/2021 Ausco - (50) Future Parks T-shirts 262.50 07/15/2021 101-45201-421990 7/06/2021 Mills Fleet Farm - air conditioner for MB office 279.99 07/15/2021 101-43127-421990 7/06/2021 Amazon - (12) lg. dual cart. OV/P95 respirator a 283.08 07/15/2021 101-45201-421990 7/06/2021 Mills Fleet Farm - band saw; (6) sign 294.33 07/15/2021 101-45201-421990 7/06/2021 Fred Pryor Career Track - comm. seminar 8/25-2 299.00 07/15/2021 101-42200-433100 7/06/2021 EPA Sales - grit catcher w/ rope 300.95 07/15/2021 602-49490-421990 7/06/2021 Monticello Printing - (14) MontiArts Posters 315.00 07/15/2021 101-45204-421990 7/06/2021 Dyna - (25) cable ties; (300) sasher split lock; etc 450.06 07/15/2021 101-43127-421990 7/06/2021 Amazon - panoramic action camera 449.99 07/15/2021 101-45201-421990 7/06/2021 Big Lake Lumber - inv. # 505456- (10) 2x10 12' 454.60 07/15/2021 101-45201-421990 7/06/2021 Klatt True Value Elec - rental lift bucket trailer 481.50 07/15/2021 101-45201-441500 7/06/2021 NBP - cs. disnfectant spray; foam; suckers; (2) a 482.79 07/15/2021 609-49754-421990 7/06/2021 Dacotah Paper - (6) cs. can liner; pap. plates; (10 503.54 07/15/2021 101-45201-421990 7/06/2021 RDO Equip - #159 - fitting; (2) low viscosity by. 508.00 07/15/2021 101-43120-422100 AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 9 Invoice No Description Amount Payment Date Acct Number Reference 7/06/2021 Breezy Point -ZZZNEP-IMPLEM- AMEM Coni 615.00 07/15/2021 101-42500-433100 7/06/2021 Ebay - Aqua Pulse- fountain/pond pump 620.00 07/15/2021 101-45201-421990 7/06/2021 Runnings - pole pruner; engine oil 634.93 07/15/2021 101-43120-424100 7/06/2021 Zee Medical - #180 contents w/o tablets; fist aid 528.75 07/15/2021 101-45201-421990 7/06/2021 Zee Medical - fist aid supplies - PW 137.55 07/15/2021 101-43120-421990 7/06/2021 Peterson Companies - irrigaion Spring start up 700.00 07/15/2021 101-45201-431990 7/06/2021 Magid Glove - gas monitor; calibration gas 719.07 07/15/2021 602-49490-421990 7/06/2021 National Camera Exchange - Cannon camera; as 760.87 07/15/2021 101-42200-424100 7/06/2021 Fastenal - (2) unc unipass; (2) SDS 12" oal; (58) 769.73 07/15/2021 101-45201-421990 7/06/2021 Ausco - (25) 32 grommet banners 800.00 07/15/2021 101-45201-421990 7/06/2021 Runnings - impact wrench batt. kit; impact wren 839.95 07/15/2021 601-49440-421990 7/06/2021 Blue Beam - (9) annual mntc. renewal; (9) Enter 981.00 07/15/2021 702-00000-431900 7/06/2021 Fastenal - (500) bulk swing chain; (117) connect 1,166.99 07/15/2021 101-45201-421990 7/06/2021 RDO Equip - #159 - repairs - sealing ring; brake 1,239.25 07/15/2021 101-43120-440440 7/06/2021 Amazon - (4) Samsung 32" curved monitors 1,356.00 07/15/2021 702-00000-421990 7/06/2021 Arctic Glacier- resale- inv.115207; 115609; 1155 2,165.80 07/15/2021 609-49750-425500 7/06/2021 Terra Products- (10) plant stands 360.00 07/15/2021 215-49010-421990 7/06/2021 Aramark - May 2021 (2) towels, rugs; paper sen 116.92 07/15/2021 101-45201-421990 7/06/2021 Aramark - May 2021 -uniforms - Parks 135.74 07/15/2021 101-45201-441700 7/06/2021 Aramark - May 2021 -uniforms - Sewer 107.98 07/15/2021 602-49490-441700 7/06/2021 Aramark - May 2021 -uniforms - Water 107.98 07/15/2021 601-49440-441700 7/06/2021 Aramark - May 2021 -uniforms - Streets 207.84 07/15/2021 101-43120-441700 7/06/2021 Aramark - May 2021- towels - Shop 189.52 07/15/2021 101-43127-421990 7/06/2021 WHCE - Sunset Ponds 5/1-6/1/2021 (982) kWh 144.35 07/15/2021 602-49490-438100 7/06/2021 WHCE - DMV 19.95 07/15/2021 653-41990-431900 7/06/2021 WHCE - 2171 W River St 36.45 07/15/2021 101-45201-431900 7/06/2021 WHCE - 5980 Jason Ave NE; repair; labor; equil 329.95 07/15/2021 601-49440-431900 7/06/2021 WHCE - MCC 27.95 07/15/2021 226-45126-431900 7/06/2021 WHCE - 207 Chelsea Rd 32.95 07/15/2021 601-49440-431900 7/06/2021 WHCE - 209 Cedar St 29.95 07/15/2021 601-49440-431900 7/06/2021 WHCE - 132 E Broadway 29.95 07/15/2021 601-49440-431900 7/06/2021 WHCE -107 River St. W 19.95 07/15/2021 101-45201-431900 7/06/2021 WHCE -- Hi -Way Liquors - June 2021 21.42 07/15/2021 609-49754-431900 7/06/2021 WHCE - MCC June 2021 19.95 07/15/2021 226-45126-431900 7/06/2021 WHCE - 200 Dundas Rd - June 2021 29.95 07/15/2021 601-49440-431900 7/06/2021 WHCE - 909 Golf Course Rd - June 2021 19.95 07/15/2021 101-43110-431900 7/06/2021 WHCE - General Street Lighting 2,239.25 07/15/2021 101-43160-438100 7/06/2021 Amazon - (4) leveling shims 65.80 07/15/2021 101-45201-421990 7/06/2021 Amazon - USB multi card reader 16.99 07/15/2021 101-43110-421990 7/06/2021 Grainger - 50 pk. sunscreen packets 39.07 07/15/2021 101-45201-421990 7/06/2021 Otterbox Business Sol - (2) kickstand hand strap 111.92 07/15/2021 101-43110-421990 7/06/2021 Ebay - usefulproducts - (2) 6.8 lb. Round Up gra 183.75 07/15/2021 101-45201-421600 7/06/2021 JME- John M. Ellsworth Co. - (2) swivel adapter 216.17 07/15/2021 601-49440-422990 AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 10 Invoice No Description Amount Payment Date Acct Number Reference 7/06/2021 Apple.com - Arts Initiative Grant- AC+ Macboo 199.00 07/15/2021 101-45204-421990 7/06/2021 Apple.com - Virtual Capacity Grant- ipad Pro; A 978.00 07/15/2021 101-45204-421990 7/06/2021 Apple.com - Arts Initiative Grant- rfb Macbook 1,949.00 07/15/2021 101-45204-421990 7/06/2021 TRS - pricing labels; label backs; etc 285.98 07/15/2021 609-49754-421990 7/06/2021 Apple.com - Arts Initiative Grant- keyboard; apI 623.00 07/15/2021 101-45204-421990 7/06/2021 Adobe - Arts Initiative Grant -Creative Cloud All 257.57 07/15/2021 101-45204-421990 7/06/2021 Auto Value - fastdry-ss-mix; (5) metal etch primo 439.21 07/15/2021 101-45201-421990 7/06/2021 Microsoft - (2) E3 licenses 64.00 07/15/2021 702-00000-431990 7/06/2021 Amazon - (19) plastic fringe drape banner- float 213.56 07/15/2021 101-45130-444100 7/06/2021 Runnings - (7) quick link bulk w/ tag 9.73 07/15/2021 101-45201-421990 7/06/2021 Auto Value - #120 - HD air farm 10.63 07/15/2021 101-43120-422100 7/06/2021 RDO Equip - #150 - workord deposit nobin 151.30 07/15/2021 101-43120-422100 7/06/2021 Certifit -Trailblazer cover 80.16 07/15/2021 101-43120-422110 7/06/2021 Runnings -(6) 24 pk. water bottles 21.54 07/15/2021 101-43120-421990 Check Total: 115,433.93 Vendor: 2438 VANCO SERVICES LLC Check Sequence: 8 00011695859 Vanco Gateway Exchange - June 2021 (1/2) 55.18 07/15/2021 601-49440-443980 00011695859 Vanco Gateway Exchange - June 2021 (1/2) 55.18 07/15/2021 602-49490-443980 Check Total: 110.36 Vendor: 2405 WELLS FARGO - Monthly Charges/Returns Check Sequence: 9 July 2021 Liq Store CC Fees (WF -0990) 8,656.49 07/15/2021 609-49754-443980 July 2021 WF account interest earnings -185.02 07/15/2021 101-00000-362110 July 2021 UB CC Fees (AmEx -8910) 42.18 07/15/2021 601-49440-443980 July 2021 CH CC Fees (WF -0999) 231.75 07/15/2021 101-41520-443980 July 2021 MCC CC Fees (iAccess FM -1476) 97.98 07/15/2021 226-45127-431992 July 2021 UB CC Fees (AmEx -8910) 42.17 07/15/2021 602-49490-443980 July 2021 WF account bank charges 1,549.10 07/15/2021 101-41520-443980 July 2021 UB CC Fees (Bluefin) 0.38 07/15/2021 602-49490-443980 July 2021 UB CC Fees (Bluefin) 0.39 07/15/2021 601-49440-443980 July 2021 MCC CC Fees (Daxco- 2887) 1,258.47 07/15/2021 226-45122-443980 July 2021 UB CC Fees (Bluefin - 7022) 878.96 07/15/2021 601-49440-443980 July 2021 UB CC Fees (Bluefin - 7022) 878.95 07/15/2021 602-49490-443980 July 2021 Global Payment - CivicRec -14.75 07/15/2021 101-45201-443980 July 2021 MCC CC Fees (Clover App- Fmrs Mkt) 25.17 07/15/2021 226-45122-443980 Check Total: 13,462.22 ACH Enabled: True ACH Enabled: True AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 11 Invoice No Description Amount Payment Date Acct Number Reference Total for Check Run: 192,277.89 Total of Number of Checks: The preceding list of bills payable was reviewed and approved for payment. Date: 7/26/2021 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (07/20/2021 - 12:51 PM) Page 12 Accounts Payable Computer Check Proof List by Vendor User: Debbie.Davidson Printed: 07/22/2021 - 11:35AM Batch: 00204.07.2021 - 204.07.2021 AP Invoice No Description Amount Payment Date Acct Number Vendor: 5785 JOHN M. & MARY E. LUNDSTEN 7/22/2021 Escrow deposit for purchase of land 155-230-001 32,645.59 Check Total: 32,645.59 Total for Check Run: 32,645.59 Total of Number of Checks: 1 Check Sequence: 1 07/27/2021 400-43300-451020 Moiiii6effo Y Reference ACH Enabled: False The preceding list of bills payable was reviewed and approved for payment. Date: 7/26/2021 Approved by Mayor Lloyd Hilgart AP -Computer Check Proof List by Vendor (07/22/2021 - 11:35 AM) Page I City Council Agenda: 07/26/2021 2B. Consideration of approving new hires and departures for City departments Prepared by: Meeting Date: ❑ Regular Agenda Item Human Resources Manager 07/26/2021 ® Consent 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. I. 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 Angela DeMichele Haley Foster Tom Pawelk* Trevor Mack* Name NEW EMPLOYEES Title Fitness Instructor Comm/Mkting Sp. Parks and Rec Dir IT Technician Department Hire Date MCC 7/9/21 PT Admin 7/26/21 FT Parks and Rec. 7/31/21 FT IT 8/16/21 FT TERMINATING EMPLOYEES Reason Department Last Day Leah Dahnert Voluntary DMV 5/28/21 PT Lily Keenan Voluntary MCC 6/25/21 PT Olivia Neros Voluntary MCC 6/28/21 PT Paris Estes Voluntary MCC 6/29/21 PT Jennifer Gunderson Voluntary MCC 7/9/21 PT Ray Dahlof Voluntary Liquor Store 7/16/21 PT * Promotion New Hire and Terms City Council 2021: 7/22/2021 Class Class City Council Agenda: 07/26/2021 2C. Consideration of approving the sale or disposal of surplus City property Prepared by: Meeting Date: ❑ Regular Agenda Item N/A 07/26/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 07/26/2021 2D. Consideration of adopting Resolution 2021-59 accepting donation of $400 from the Riverfest Committee for Fire Department general use Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 07/26/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-59 accepting the donation from the Riverfest Committee. REFERENCE AND BACKGROUND The City Council is being asked to approve a donation for City use. As required by State statute, if the City accepts the donation of funds, the City Council is required to adopt a resolution specifying the amount of the donation and its use. The Riverfest Committee donated $400 to the Fire Department. Its designation was for general use. Budget Impact: The donation will be used by the Fire Department on needed items. II. Staff Workload Impact: Minimal. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2021-55 accepting the donation. SUPPORTING DATA • Resolution CITY OF MONTICELLO RESOLUTION NO. 2021-59 RESOLUTION APPROVING CONTRIBUTIONS WHEREAS, the City of Monticello is generally authorized to accept contributions of real and personal property pursuant to Minnesota Statutes Sections 465.03 and 465.04 for the benefit of its citizens and is specifically authorized to maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor. Said gifts may be limited under provisions of MN Statutes Section 471.895. WHEREAS, the following persons and or entities have offered to contribute contributions or gifts to the City as listed: DONOR/ENTITY DESCRIPTION VALUE Riverfest Committee Cash $400 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the following stated purpose: DONOR/ENTITY PURPOSE/AMOUNT Riverfest Committee Fire Department Use/$400 Adopted by the City Council of Monticello this 2611 day of July, 2021. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 07/26/2021 2E. Consideration of approving an application for a temporary gambling permit for a raffle and bingo to be conducted by the Wright County Ducks Unlimited, Chapter 39, at their annual banquet on September 20, 2021 at the VFW, 713 Cedar Street Prepared by: Meeting Date: ❑ Regular Agenda Item City Clerk 07/26/2021 ® Consent 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 September 20, 2021, being held at the VFW, 713 Cedar Street. REFERENCE AND BACKGROUND The Wright County Ducks Unlimited has applied for a temporary charitable gambling permit for a raffle to be held on September 20, 2021 in conjunction with their annual membership banquet. The event is being held at the VFW, 713 Cedar Street. 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 11/17 Page 1 of 2 An exempt permit may be issued to a nonprofit Application Fee (non-refundable) organization that: Applications are processed in the order received. If the application • conducts lawful gambling on five or fewer days, and is postmarked or received 30 days or more before the event, the • awards less than $50,000 in prizes during a calendar application fee is $100; otherwise the fee is $150. year. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651-539-1900. service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organization ( f r vious Gambling / Name: �JIP V� 1'lT C j �l ��'�t j�{J �' Permit Number: 1� Minnesota Tax ID Federal Employer ID Number, if any: Number (FEIN), if any: Mailing Address: City: V� ��.� State: ZL553U County: �L Name of Chief Executive Officer (CEO): e 045 $ U\ CEO Daytime Phone:70-- 74I-_3gaa CEO Email: C Cb VYN (permit will be emailed to this email ad ess unless otherwise indicated below) Email permit to (if other than the CEO): NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious Veterans X`�Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) 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 ❑ 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. X IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) Lu 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 V LA/ (for raffles, list the site where the drawing will take place). (' Physical Address (do not use P.O. box): 71 t,,/'-QJdr ✓� Check one: M19 El City: a/o Zip: s County: F]Township: Zip: County: Date(s) of activity (for raffles, indicate the date of the drawing): Se fN Check each type of gambling activity that your organization will conduct: Bingo 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. 11/17 LG220 Application for Exempt Permit Page 2 of 2 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL for a gambling premises located within city limits The application is acknowledged with no waiting period. The application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days (60 days for a 1st class city). The application is denied. Print City Name: Signature of City Personnel: Title: Date: The city or county must sign before submitting application to the Gambling Control Board. COUNTY APPROVAL for a gambling premises located in a township 1he application is acknowledged with no waiting period. he application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days. EThe application is denied. Print County Name: Signature of County Personnel: Title: Date: TOWNSHIP (if required by the county) On behalf of the township, I acknowledge that the organization is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or deny an application, per Minn. Statutes, section 349.213.) Print Township Name: Signature of Township Officer: Title: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) Date: The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned to th Bo rd wit�on 30 ays of the event date. q� Chief Executive Officer's Signature: �z&Date: U (Si nature must be CEO's signature; designee may not sign) r Print Name: ��r(`t 5 r5b Y'1 REQUIREMENTS I 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. Only one application is required if one or more raffle drawings are conducted on the same day. Financial report to be completed within 30 days after the gambling activity is done: A financial report form will be mailed with your permit. Complete and return the financial report form to the Gambling Control Board. Your organization must keep all exempt records and reports for 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). application fee (non-refundable). If the application is postmarked or received 30 days or more before the event, the application fee is $100; otherwise the fee is $150. Make check payable to State of Minnesota. To: Minnesota Gambling Control Board 1711 West County Road B, Suite 300 South Roseville, MN 55113 Questions? , Call the Licensing Section of the Gambling Control Board at 651-539-1900. Data privacy notice: The information requested application. Your organization's name and ment of Public satety; Attorney General; 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: 07/26/2021 2F. Consideration of approving a Special Event Permit allowing use of the Commuter Lot and related assistance and approving a temporary liquor license for `Taste of the Towns' event on September 16, 2021. Applicant: Monticello Rotary Club Prepared by: Meeting Date: ❑ Regular Agenda Item Economic Development Manager/City 07/26/2021 ® Consent Agenda Item Clerk Reviewed by: Approved by: PW Director/City Engineer, Parks City Administrator Superintendent, Economic Development Manager ACTION REQUESTED Motion to approve use of commuter parking lot, City staff assistance, waiver of Special Event fee and tent fee, and approve a temporary liquor license for the Taste of the Towns event sponsored by the Monticello Rotary Club on September 16, 2021. Approval is contingent on continued site plan and traffic control coordination with Public Works and the Wright County Sheriff's Office, lot closure signage, and receipt of Certificate of Liability Insurance. REFERENCE AND BACKGROUND The City Council is asked to consider approving the use of the City -owned commuter parking lot, assistance consisting of providing barricades, cones, trash receptacles, and picnic tables, waiving of event permit and tent fees, and approving a temporary liquor license for the Rotary Club's Taste of the Towns on September 16, 2021. The Taste of the Towns event is the Rotary Club's largest fundraiser and has been an annual occurrence in September for several years, excluding 2020 when the event was canceled due to COVID-19 restrictions. The event takes place from 5:30 — 8:30 p.m. and offers attendees an opportunity to socialize while sampling food and beverages from area businesses. It also includes raffle drawings for various retail spirits and gift certificates. Musical entertainment is also provided in a small-scale format as part of the event. Proceeds from the event are used to support community service projects in the City of Monticello. Typically, approximately 600 to 700 tickets are sold for the event. All patrons taking part in this event must be at least 21 or older and identification will be checked at the entrance door. This year, the Rotary Club is asking for the use of the City -owned commuter parking lot near the Monticello Emagine Movie Theatre complex located at 9375 Deegan Avenue. The reason for City Council Agenda: 07/26/2021 the switch back to the commuter lot from the downtown City -owned parking lot is due to concerns by downtown businesses about the loss of parking stalls during two full days. The commuter parking lot is large and can easily accommodate the Taste of the Towns event. The Rotary Club is requesting that the commuter lot be closed on Wednesday at 5:00 p.m. for set up and remain closed until Friday afternoon to accommodate take-down. As in past years, the Rotary is proposing to set up large rental tents for the event. To secure the tents, metal stakes will be fastened into the parking lot pavement surface. Rotary is again asked to patch and repair the stake locations to the satisfaction of the Public Works Department. Public Works has indicated they will assist the Rotary Club with necessary critical supplies for the event. The tent(s) are erected on the afternoon prior to the event and removed the day following the event. Due to lingering concerns about social closeness, there will be two (2) main tents to allow vendors and attendees to spread out. A map of the site layout is attached to this report. Event parking will be directed to the Emagine Theater parking lot and the balance of the commuter parking lot. I. Staff Workload Impact: The Rotary Club is requesting City assistance and coordination for the lot closure, including city assistance for delivery and pick-up of barricades, cones, trash receptacles, and picnic tables. These will be delivered to the site and picked up during regular staff hours. Processing the event permit requires minimal staff time. II. Budget Impact: The budget impact is minimal. STAFF RECOMMENDED ACTION Staff recommends approval of the Special Event Permit for the Taste of the Towns event and related needed support from the City Public Works Department and Wright County Sheriff's Office for traffic control. SUPPORTING DATA A. Taste of the Towns Special Event Permit Application B. Aerial Image C. Site Layout Map D. Save the Date Post Card E. Temporary Liquor License Application July 21, 2021 Monticello City Council 505 Walnut Street Monticello, MN 55362 Members of the Monticello City Council, Rotary ,%'.'--Iub of Monticello The Rotary Club of Monticello would like to request a special event permit for the Taste of the Towns event on Thursday, September 16, 2021 from 5:30-8:30pm. The Taste of the Towns event is a fun food and beverage experience where patrons enjoy sampling various food and beverages. In 2018, over 580 people participated. A maximum of 1000 tickets will be sold at $30 per person. Tickets are sold to persons 21 years of age and older. The event has been very successful over the years. It was not held in 2020 due to the COVID Pandemic. The Rotary Club is looking forward to another great community get together in September. All proceeds benefit local community service projects such as: Literacy Dictionary Donations to all 3rd grade students, Natural Playground at Bertram Chain of Lakes, Teen Accident Avoidance Driving Course, STRIVE High School Student Mentoring, Student of the Month programs, Arion Music Awards, MHS Scholarships (3 for $750 each), Camp Enterprise for High School Students, Monticello High School All -Night Graduation Party, Food Shelf, Meals on Wheels, Toys for Tots and much more. We are asking the City to allow Taste of the Towns to take place in the City commuter parking lot on Deegan Avenue adjacent to the Emagine Theatre complex which is located at 9375 Deegan Ave. We would also like to request: • Barricade for lot with notice of closure Wed. Sept. 15, 7am - Friday afternoon, Sept. 17th, 6 pm. We would need vehicles off the lot on Wed., Sept. 15th by 7am to allow for tent set-up. The tents will be taken down Friday afternoon. • 10 picnic tables and 8 garbage barrels. (Additional containers will be provided by Advanced Disposal & JME, with JME handling disposal.) • Barricades and cones for lot Everything will be held under two large tents. Our hope is to attract 40 vendors (20 food and 20 beverage). The spaces for each vendor are 10'x 8' and the beverage and food vendors will be staggered throughout the space. Having two tents will allow vendors and attendees to spread out more. All food and beverage will stay under the tents and not leave the premises. We will be contacting surrounding businesses for their permission to use their lots for parking. At the end of the event we will restore the property to its former condition. Thank you for taking time to consider this special event for the Monticello community. Sincerel Ji Thares, Community Services Committee Chair y Club of Monticello PO Box 161, Monticello MN 55362 CITY 0 Monticeflo CITY OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 . info(a,ci.monticello. mn.Lis Special Event Permit 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. 07/25/16 PROPERTY INFORMATION Property Address Commuter Parking Lot on Deegan Avenue (9375 Deegan Ave next) Property Legal Description Outlot B, Jefferson Commons, Wright County Property ID Number 155164000020 PROPERTY OWNER INFORMATION Owner Name City of Monticello Owner Address 505 Walnut Street, Suite 1 Owner Phone 763-295-2711 Owner Email Rachel. Leona rd@ci.monticel lo. mn.us APPLICANT INFORMATION Applicant Name Rotary Club of Monticello Applicant Address P.O. Box 161, Monticello, MN 55362 Applicant Phone 763-271-3254 Applicant Email jim.thares@ci.monticello.mn.us Name of Event Taste of the Towns Location/Address of Event Commuter Parking Lot - 9375 Deegan Ave. is the adjacent property Dates & Times of Event September 16, 2021 - 5:30 p.m. to 8:30 p.m. 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. 07/25/16 APPLICANT APPLICATION SUBMITTAL REQUIREMENTS CITY CHECK-IN CHECK A written narrative including: 1. A description of the proposed special event, how it will function on the property, hours and dates of operation, and any other information necessary to fully describe the request; and 2. An explanation of how the proposed special event will meet each of the review criteria specified by code (on reverse), as well as any additional criteria that may apply for the specific use. 3. Any requested use of City facilities, City staff resources, City equipment and City property (including rights of way) and/or any requested waiver of application fee or park rental fees requires review and approval by the City Council A site plan showing all information necessary to accurately depict how the proposed use will function on the site. Information required on the site plan shall include but not be limited to: 1. The location of all existing and proposed structures; 2. Driveways and parking areas; 3. Proposed storage spaces; 4. Natural features such as woodlands, wetlands, shorelines, etc; 5. Proposed number of parking spaces (if applicable). If deemed necessary by the Community Development Department, a survey may be required to be submitted with the application in addition to a site plan. Certificate of insurance/liability coverage. Electronic copies of all written narratives and plan sets required above. Application fee of $50.00. Special Event Review Process • The City Clerk will review all Temporary Use Permit applications. • Applications determined to conform with the approval criteria outlined in Monticello Zoning Code Section 2.4(L)(4)(a) and listed below shall be approved by the Community Development Department with any conditions deemed necessary. A copy of the approved permit shall be provided to the applicant which includes all conditions and comments. • Applications not conforming with the approval criteria outlined in Section 2.4(L)(4)(a) shall be denied by the Community Development Department. • A notice of denial shall be provided to the applicant which includes all identified reasons for denial. Special Event Temporary Use Permit Approval Criteria Approval of a Temporary Use Permit shall only be granted once the 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; 07/25/16 Special Event Temporary Use Permit Approval Criteria, cont. • Not include permanent alterations to the site; • Not maintain temporary signs associated with the use or structure after the activity ends; • Not violate the applicable conditions of approval that apply to a site or use on the site; • Not interfere with the normal operations of any permanent use located on the property; and • Contain sufficient land area to allow the temporary use, structure, or special event to occur, as well as adequate land to accommodate the parking and traffic movement associated with the temporary use, without disturbing environmentally sensitive lands. • Not create an unreasonable risk of significant: 1. Damage to public or private property, beyond normal wear and tear; 2. Injury to persons; 3. Public or private disturbances or nuisances; 4. Unsafe impediments or distractions to, or congestion of, vehicular or pedestrian travel; 5. Additional and impracticable or unduly burdensome police, fire, trash removal, maintenance, or other public services demands; and 6. Other adverse effects upon the public health, safety, or welfare. • The special event shall not be of such a nature, size, or duration that the particular location requested cannot reasonably accommodate the event. • The special event shall not conflict with another permitted special event at the same location in a manner that will negatively impact the public health, welfare, or safety. Special Event Temporary Use Permit Conditions of Approval In approving the Temporary Use Permit for the special event, the 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. 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. 07/25/16 Property Owner's Statement I am the fee title owner of the described property and I agree to this application. I certify that I am in compliance with all ordinance requirements and conditions regarding other City approval that have been previously granted. (Signature) (Date) Applicant's Statement This application shall be processed in my name and I am the party whom the City should contact regarding the application. I have completed all of the applicable filing requirements and I hereby acknowledge that I have read and fully understand the applicable provisions of the City Ordinances and current policies related to this application and that the documents and information I have submitted are true and correct. (Signature) (Date) % 2/ z D Z CITY A R (City Clerk Signature) (Date) (Community Development Director Signature) (Date) Special Event Permit Approved ❑ Denied ❑ Approval is granted with the following conditions: Internal review checklist (as applicable): Public Works Routing Admin Parks Streets Director Law Enforcement Notification Building Department Monticello Community Center Room/Park Reservations Post -Approval Routing/Requirements Applicant Public Works Law Enforcement Notification City Clerk Monticello Community Center Room/Park Reservations Liability Insurance Certificate Received Surrounding Property Owner Notification Complete 07/25/16 4 Cb ^O%A V.+Cr- err �;, Beacon Wright County, MN PO r 1<,,. 1, A,1 Date created: 7/21/2021 Last Data Uploaded: 7/21/20217:52:11 AM Developed by41 Schneider GEOSPATIAL clew Id Is :SAHC L :TYC L �UNICL RIVATEC L WPCL ways iterstate tate Hwy IS Hwy Township Limits arcels orrens Rotar TKU nf THF Mims THURSHY S(PIN 16 7 20 21 5:30-8:30pm Held RAIN or SHINE, underTICKETS $ 3 U '-Tickets $40 at the door. COMMUTER LOT on Deegan Ave.Must be 21 years old. by - •ine Theater -Just •ff Hwy.25Admission includes: Wine Glass, TICKETS AVAILABLE AT.'BEST WESTERN PLUS CHELSEA HOTEL --- - -' Food & Beverage samplings MAJIRS! ADVERTISING & DESIGN • GATEWAY FINANCIAL STRATEGIES • LOCH JEWELERS • DAN OLSON, STATE FARM INSURANCE PURCHASEONLINEAT.• Rota ryTasteoftheTown.com Facebook.com/TasteoftheTowns Proceeds to Monticello Community Service Projects Rotary Club of Monticello 19 Minnesota Department of Public Safety FmL(DjAlcohol and Gambling Enforcement Division 445 Minnesota Street, Suite 1600, St. Paul, MN 55101 A�: Al 111111"s -MME Mosul naml a, IKOIM smum 651-201-7507 Fax 651-297-5259 TTY 651-282-6555 Alcohol & Gambling Enforcement APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Name of organization Date organized Tax exempt number Rotary Club of Monticello une 30, 295511 Address City State Zip Code P.O. Box 161 __7 55362 Monticello Minnesota -1 771 Name of person making application Business phone Home phone Fim Thares 1763-271-3254 [612-219-8357 Date(s) of event Type of organization ❑ Microdistillery ❑ Small Brewer September 16, 2021 x❑ Club ❑ Charitable ❑ Religious ❑ Other non-profit Organization officer's name City State Zip Code Feremiah Mack (President 07-01-21 to 06-30-22) Monticello Minnesota 55362 Organization officer's name City State Zip Code Perry Slonecker (Vice President 07-01-21 to 07-01-21 Monticello Minnesota —� 55362 Organization officer's name City State Zip Code FI I I IMinnesota- Locationwhere permit will be used. If an outdoor area, describe. City Owned Commuter Parking Lot at the south end of Deegan Avenue. The Emagine Movie Theatre complex is the property across the street from the Commuter Parking Lot. The movie theatre address is 9375 Deegan Avenue, Monticello, MN 55362 If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County approving the license Fee Amount Date Fee Paid Date Approved Permit Date City or County E-mail Address City or County Phone Number Signature City Clerk or County Official Please Print Name of City Clerk or County Official CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL THE APPLICATION SIGNED BY CITY/COUNTY TO AGE.TEMPORARYAPPLICATION@STATE.MN.US City Council Agenda: 07/26/2021 2G. Consideration of approving Resolution 2021-51 for Development Stage Planned Unit Development and 2021-52 for Preliminary Plat for Stony Brook Village, to include 28 Twin Home Units in the R-2 (Single Family and 2 Family Residential) District. Applicant: Mark Elliot Homes Prepared by: Meeting Date: ❑ Regular Agenda Item NAC/Community Development Director 07/26/2021 ® Consent Agenda Item Reviewed by: Approved by: Project Engineer, Chief Building & City Administrator Zoning Official, Fire Marsal, Community & Economic Development Coordinator ACTION REQUESTED Decision 1: Consideration of a Preliminary Plat for Stony Brook Village Motion to adopt Resolution No. 2021-51 recommending approval of the Stony Brook Village preliminary plat, subject to conditions in Exhibit Z as recommended by the Planning Commission and based on findings in said Resolution. Decision 2: Consideration of a Development Stage PUD for Stony Brook Village Motion to adopt Resolution No. 2021-52 recommending approval of the Stony Brook Village Development Stage PUD, subject to conditions in Exhibit Z as recommended by the Planning Commission and based on findings in said Resolution. REFERENCE AND BACKGROUND Property: Legal Description: Unplatted PID: 155-500-101402 Planning Case Number: 2021-014 Request(s): Preliminary Plat/Rezoning from R-2, Single and Two -Family Residence District to PUD, Planned Unit Development District/Development Stage PUD Deadline for Decision: July 23, 2021 (60 -day deadline) applications extended to September 21, 2021 (120 -day deadline) City Council Agenda: 07/26/2021 Land Use Designation: Mixed Density Residential Zoning Designation: R-2, Single and Two -Family Residence District Overlays/Environmental Regulations Applicable: NA Current Site Uses: Vacant Surrounding Land Uses: North: Vacant Land, Single Family Residential (R-2) East: Vacant Land (R-3) South: Existing Single -Family Residential (B-3) West: Single Family Residential (R-1) Project Description: The applicant proposes to plat the property with a public street, developing 14 two-family buildings (total of 28 units). ho City Council Agenda: 07/26/2021 ANALYSIS: Preliminary Plat The parcel size is just under 7 acres, accounting for the required Elm Street right of way dedication. As such, the proposed density is approximately 4.1 units per acre, below the ranges projected for the Mixed Density Residential Land Use category in the Comprehensive Plan, which calls for between 8-12 units per acre. The density is also below the 6.2 units/acre range allowable in the current R-2 zoning district. The property abuts an R-1, Single Family neighborhood on its western boundary, which is just under 3 units per acre. The project development is consistent with the allowed uses in the R-2 District and serves as an appropriate transition between the single family and higher density land uses planned for property to the east and north. The project would be served with a public street accessing Elm Street and curving to the south with a cul-de-sac design of just over 700 feet in total length. The Subdivision Ordinance limits cul-de-sac streets to 600 feet. However, in this case, it is not possible to serve the site and continue the street to another external connection. To accommodate the longer -than -typical dead-end street design, staff recommends a pedestrian connection from the end of the cul-de- sac as noted in the Pedestrian Circulation paragraph below. Although a variance was noticed for the length, the design can be accommodated through the PUD without the need for variance. The plat creates a series of 28 building lots, each 45 feet in width by 82 feet in depth, in pairs. The building lots are surrounded by a common area lot owned and maintained by a Homeowner's Association. The narrative does not identify whether the HOA will have responsibilities for other maintenance, such as building exteriors or individual driveway snow removal. With the final PUD and plat, the applicant will be asked to clarify that information. The plat includes right of way dedication for Elm Street, as well as a portion of undedicated 7th Street in the southwest corner of the site. The City Engineer has noted a need for additional right of way width on Elm Street to meet collector route standards. This should not impact lot layout. The plat shows a discrepancy in the legal description along the west boundary adjacent to the single-family neighborhood. This discrepancy would typically be resolved by the applicant and the County Surveyor during formal County plat review and is added below as a condition of approval. Land Use The site is guided "Mixed Density Residential" within the Monticello 2040 Plan. The designation is intended to encourage a wide range of housing types, densities and residential development between 8-25 units per acre. While the proposed density for this project is below the guided City Council Agenda: 07/26/2021 range, the location of the site relative to the mix of adjacent densities and uses results in an ideal transition within the area in both unit style and density. Site and Building Data As noted, the property is just under 7 acres. There is inadequate frontage on 7t" Street to establish another outlet from the development, and connections to either 7t" Street or Elm Street would result in access locations too close to the existing 7t"/Elm intersection. As such, the cul-de-sac length is an exception requested through the PUD zoning. The street serves a total of 14 two-family buildings, 28 individual units. Each unit is approximately 40 feet wide by 56 feet in length (2,200 square feet), one level, slab -on grade, including a garage of 550 square feet. Net livable floor area is approximately 1,650 square feet, meeting the R-2 minimum square footage requirements. The buildings are designed with the garages adjoining each other in the pairs of units, set back from the public street at 30 feet, consistent with the typical requirements for the R-2 zoning. Similarly, rear setbacks of 30 feet are maintained, and side-to-side building separations appear to be 20 feet, again consistent with the R-2 setback standards that would require 10 feet on each side (total of 20 foot separation). To accommodate the unit lots as shown, Lots 9 and 10 are somewhat crowded into the northwest corner of the site, resulting in a greater setback from the street than most other units, and placing these two more in the rear yards of the adjoining property. An option would be to shift units 11— 26 counterclockwise around the cul-de-sac and allow unit 26 to move closer to the right of way as a result. The R-2 zoning requirements would allow a 20 foot setback for this "side yard" on a corner site such as this one. In this way, all units would retain a more balanced setback from the street and avoid the rear yard setting of units 9 and 10. Off -Street Parking The project illustrates driveways that would serve the two -car garages and narrow at the right of way line to meet the city's driveway width requirement. Each unit would have two garage spaces, plus two driveway parking spaces. There would be opportunities for on -street visitor parking when needed due to the width of the building areas between units. Pedestrian Circulation The plan does not show pedestrian improvements for the project. The following requirements would be standard considerations for residential projects: • Add a 10' bituminous pathway along Elm Street. • Work with neighboring owner and/or Parks Department to connect Elm Street pathway to the 7t" Street pathway. • Add 6' concrete sidewalk along one side of the internal street. City Council Agenda: 07/26/2021 • Provide a sidewalk connection/outlet from the proposed cul-de-sac to Elm Street pathway. Landscaping The ordinance establishes a baseline tree planting requirement for residential property of two 2" caliper trees per unit. No additional unit planting plan is required. As a PUD, staff would recommend additional tree and shrub planting to buffer the rear building exposures from Elm Street, and an enhancement of the ponding areas beyond just seeding as now proposed. In addition to these enhancements, staff would recommend some planting to separate future patio spaces in the rear of each pair of units. Patios are not shown on the site plans, but rear access doors are included that would appear to provide access to such a space. Creating a common plan to address patio privacy for individual patio owners could minimize future conflicts over how to create that buffer. In addition, a bufferyard requirement is applied when the proposed development abuts land uses that vary from the proposed project. In this case, a bufferyard requirement of Type "A" would be required along the west property line. For an "A" buffer, the landscaping ordinance requires a planting density of the following: • 2 ACI of canopy trees + • 10 ACI of understory trees + • 15 small shrubs per 100 linear feet The west boundary is approximately 540 feet in length, which results in a requirement for 11 ACI of canopy trees, 54 ACI of understory trees, and 81 small shrubs. The landscaping plan proposes 10 ACI of canopy trees in the buffer area, 12 ACI of understory trees, and more than 81 shrubs. The plan notes suggest that a portion of the required buffer tree planting would be accounted for with some of the saved trees along the property boundary. Staff's concern with this approach is that those saved trees consist of Siberian Elm and Boxelder, both of which are undesirable species. It would be staff's recommendation that they be removed from the site; but in any case, should not be applied to the buffer planting requirement. As such, the understory tree planting in the buffer should be increased with an additional 42 ACI of such trees. Tree Protection The tree removal plan proposes the removal of a large number of existing trees, the majority of which are Siberian Elm and some Green Ash. Both species are undesirable and pose no issue for removal. One tree is a large Sugar Maple in the northeast corner of the site, listed at 46 inches in diameter. This is considered a "significant tree" under the City's tree protection requirements and must be replaced with other tree planting on site of at least 18 ACI. That minimum City Council Agenda: 07/26/2021 replacement quantity is met on the plan with other tree planting beyond the requirements listed above. Fencing Unless proposed to address the patio screening/buffering noted above and any requirements of the proposed retaining walls along the north edge of the site, no fencing is now included in the plan. Building Size & Materials The building plans submitted illustrate a mix of design styles in a vinyl product. However, the applicant has indicated that building materials are proposed to include a mix of LP lapped siding and stone wainscot on the main level, with a mix of LP board and batten and shakes on the upper front -and rear -facing gables. Side and rear wall materials are shown as lapped siding. The proposed elevations present a significant level of detail and reflect the enhanced design required as part of a PUD. The LP siding is a superior product to vinyl, which is shown on the original version of the plan submission. The applicant has indicated that LP would be used, and the plans would be revised as a part of the final PUD plan set. Lighting No separate lighting plan is proposed. Street lighting would be required per City subdivision standards. Trash/Recycling No common trash is proposed. Individual trash containers would be required to stored within the garages. Signage The applicant has not provided any monumentation signage at this point. Erosion Control/Drainage The City Engineering has provided separate comment on drainage. Utilities The City Engineering has provided separate comment on utility plans. Phasing The project is proposed as a single phase. PUD Zoning The project requires a PUD, accomplished by establishment of a PUD Zoning District applicable to the subject site. In this case, PUD is being requested to: City Council Agenda: 07/26/2021 (1) accommodate the additional length of the cul-de-sac street (just over 700 feet); (2) accommodate building lots that do not have direct frontage on a public street, but rather rely on access across a common lot owned by an HOA; In response, staff is seeking additional landscape treatments of the exposed areas along Elm Street and around the stormwater ponding. Apart from these, the project appears to be well designed as consistent with the City's requirements for PUD consideration. As a Planned Unit Development, the developer will be required to submit a future application for final stage PUD (as well as final plat). Council will consider the rezoning to PUD action with the final stage PUD and final plat applications. PARKS, ARTS & RECREATION COMMISSION REVIEW AND PARK DEDICATION The Parks, Arts and Recreation Commission reviewed this item on May 27, 2021. The Commission has recommended that no land dedication be required as a part of this subdivision. Instead, a cash payment in lieu of land according to the City's schedule would be required, in addition to the pathway connection along Elm and the internal sidewalk noted within this report. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed this item and held a public hearing on the proposed plat, rezoning to PUD and development stage PUD on July 6, 2021. During the hearing, a resident along Elm Street noted concern regarding the speed of traffic along Elm Street. The resident inquired as to whether the development would include any park development. Also entered into the record was a letter of public comment which addressed traffic, habitat and use concerns. Applicant Mark Pasvogel of MEH Homes also addressed the Commission. Mr. Pasvogel indicated that the development is intended to be a senior project, targeting residents 55+ in age. Given that market, no internal park is planned. He noted some concern with a portion of Condition #8 requiring the sidewalk connection from the end of the cul-de-sac to the Elm Street pathway. He explained that with the addition of the Elm Street pathway and internal sidewalk, his residents would have needed pedestrian access to the pathway system, without the potential intrusion into the neighborhood of cut -through traffic. The noted connection would create unnecessary intrusion into the development and adjacent to the private property of the residents. After public comment, the Commission discussed the pathway connections and traffic concerns. The Commission generally concurred with the applicant on the elimination of the connection from the cul-de-sac but maintaining the other required pathway along Elm and City Council Agenda: 07/26/2021 internal sidewalk. Council liaison Gabler noted that a speed trailer could be used to further evaluate speed in the Elm Street area. Staff indicated that the vicinity is identified for further evaluation as part of Safe Routes to School planning; the proposed Elm Street pathway will be an important link for the corridor. The Commission also inquired as to the small triangular remnant parcel located to the south of the plat along 7t" and Elm. Staff noted that parcel is owned by a separate property owner and is part of a larger parcel currently occupied by an existing single-family use. It is not part of the plat. Following their discussion, the Planning Commission voted unanimously to approve each of the three requests. The City council will review the rezoning action with the final plat and final Stage PUD decision. Budget Impact: None. The applicant is required to submit escrows to cover the costs for plan review and inspection at both the planning and project stages. 2. Staff Workload Impact: Both in-house and consulting staff have reviewed the application and revised submittals in preparation for the staff report and supporting documents. 3. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan guides the subject site as Mixed Density Residential. The Monti2040 Plan specifically cites this designation as an opportunity for development projects which respond to the surrounding land uses, the specific parcel size, and the scale of neighborhood. In addition, the Plan supports a full -range of housing types to accommodate life- cycle housing options. STAFF RECOMMENDED ACTION City staff recommends approval of the Preliminary Plat and Development Stage PUD for Stony Brook Village, with the conditions noted in Exhibit Z, and as referenced in the accompanying resolutions. The project is consistent with the land use plan and zoning for the site. The proposed project provides an appropriate level of transition in densities and unit styles for the existing and proposed land uses in the area. As a proposed PUD, the project offers enhanced architectural detail in the home design and site layout. SUPPORTING DATA A. Resolution 2021-51, Preliminary Plat B. Resolution 2021-52, Development Stage PUD C. Resolution PC -2021-021, Preliminary Plat D. Resolution PC -2021-022, Rezoning E. Resolution PC -2021-023, Development Stage PUD City Council Agenda: 07/26/2021 F. Ordinance No. XXX, Draft G. Aerial Site Image H. Applicant Narrative I. Certificate of Survey J. Civil Plans, including: a. Cover b. Existing Conditions c. Preliminary Plat d. Preliminary Grading, Drainage & Erosion Control e. Preliminary Utility Plan f. Civil Details g. Landscaping Plan h. Landscaping Notes i. Vegetation Preservation & Protection Plan K. Colored Elevations L. Elevations & Floor Plans M. City Engineer's Letter, dated June 24th, 2021 N. Monticello Zoning Ordinance, Excerpts O. Monticello 2040 Plan, Excerpts P. Letter of Public Comment Z. Conditions of Approval EXHIBIT Z Conditions of Approval City Council Agenda: 07/26/2021 Stony Brook Village Preliminary Plat, Development Stage PUD 1. Revise the landscaping plan to increase understory tree planting along the west buffer of at least 42 ACI. Remove unwanted species including Siberian Elm and Boxelder trees as a component of the landscaping plan. 2. Replace the Specimen Tree loss as required by city ordinance. 3. Revise the landscaping plan to add additional planting along the Elm Street exposure and the stormwater ponding areas. 4. Clarify the potential for porches or patios in the rear of the units. 5. Address landscaping in the areas of the patios to provide additional privacy screening and buffering. 6. Address the discrepancy in west lot line location with the County Surveyor as a part of the Plat recording process. 7. Consideration of shifting building/lot locations around the cul-de-sac to minimize the siting of buildings behind adjoining structures as noted in this report. 8. Provision of sidewalk along the internal street and pathway along Elm Street, Grrcra-a`r' crEZWGii'r^c9lapeE tien #errrthe end vTr-hCiEial pGthWGY. (Condition as recommended by the Planning Commission.) 9. Compliance with the terms of the City's engineering staff letter dated June 24tH 2021. 10. Comments and recommendations of other staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-51 APPROVAL OF A PRELIMINARY PLAT FOR STONY BROOK VILLAGE, A RESIDENTIAL SUBDVISION WHEREAS, the applicant owns unplatted property along Elm Street in the R-2, Single and Two -Family Residential Zoning District; and WHEREAS, the applicant has submitted a request to plat said property into 28 two- family unit lots and one common lot, along with public street dedication and other features, under a PUD; and WHEREAS, the site is guided for medium density residential uses under the label Mixed Neighborhood in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long-term use and development of the property for industrial uses; and WHEREAS, the plat will comply with the required policies and requirements of the Subdivision Ordinance, contingent on conditions noted in this resolution and upcoming Final Plat review comments; and WHEREAS, the Planning Commission held a public hearing on July 6, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The Preliminary Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to a low to medium density residential use. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as a mixed residential area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-51 4. The development and building designs successfully fulfill the intent of the City's development plans and regulations. 5. The flexibility from Subdivision Regulations in the Preliminary Plat for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Preliminary Plat for Stony Brook Village, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Revise the landscaping plan to increase understory tree planting along the west buffer of at least 42 ACI. Remove unwanted species including Siberian Elm and Boxelder trees as a component of the landscaping plan. 2. Replace the Specimen Tree loss as required by city ordinance. 3. Revise the landscaping plan to add additional planting along the Elm Street exposure and the stormwater ponding areas. 4. Clarify the potential for porches or patios in the rear of the units. 5. Address landscaping in the areas of the patios to provide additional privacy screening and buffering. 6. Address the discrepancy in west lot line location with the County Surveyor as a part of the Plat recording process. 7. Consideration of shifting building/lot locations around the cul-de-sac to minimize the siting of buildings behind adjoining structures as noted in this report. 8. Provision of sidewalk along the internal street and pathway along Elm Street. 9. Compliance with the terms of the City's engineering staff letter dated June 24, 2021. 10. Comments and recommendations of other staff and Planning Commission. ADOPTED BYthe Monticello City Council this 26th day of July, 2021. ATTEST: Jennifer Schreiber, City Clerk 2 CITY OF MONTICELLO Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-52 APPROVAL OF A DEVELOPMENT STAGE PUD FOR STONY BROOK VILLAGE, A RESIDENTIAL SUBDVISION WHEREAS, the applicant owns property along Elm Street, currently zoned R-2, Single and Two -Family Residence District; and WHEREAS, the applicant has submitted a request to plat said property into 28 residential building lots and one common lot under a PUD; and WHEREAS, the site is guided for medium density residential uses under the label Mixed Neighborhood in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long-term use and development of the property for residential uses; and WHEREAS, the proposed PUD falls below the densities prescribed in the Comprehensive Plan, but create positive density transition between the adjoining single family and other higher density property in the area; and WHEREAS, the Planning Commission held a public hearing on July 6, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the City Council of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to a low to medium density residential use. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a mixed residential area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4. The development and building designs successfully fulfill the intent of the City's development plans and regulations. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-52 The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Monticello, Minnesota, that the Monticello City Council approves the Development Stage PUD for Stony Brook Village, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Revise the landscaping plan to increase understory tree planting along the west buffer of at least 42 ACI. Remove unwanted species including Siberian Elm and Boxelder trees as a component of the landscaping plan. 2. Replace the Specimen Tree loss as required by city ordinance. 3. Revise the landscaping plan to add additional planting along the Elm Street exposure and the stormwater ponding areas. 4. Clarify the potential for porches or patios in the rear of the units. 5. Address landscaping in the areas of the patios to provide additional privacy screening and buffering. 6. Address the discrepancy in west lot line location with the County Surveyor as a part of the Plat recording process. 7. Consideration of shifting building/lot locations around the cul-de-sac to minimize the siting of buildings behind adjoining structures as noted in this report. 8. Provision of sidewalk along the internal street and pathway along Elm Street. 9. Compliance with the terms of the City's engineering staff letter dated June 24, 2021. 10. Comments and recommendations of other staff and Planning Commission. ADOPTED BYthe Monticello City Council this 26th day of July, 2021. ATTEST: Jennifer Schreiber, City Clerk 2 CITY OF MONTICELLO Lloyd Hilgart, Mayor CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-021 RECOMMENDING APPROVAL OF A PRELIMINARY PLAT FOR STONY BROOK, A RESIDENTIAL SUBDVISION WHEREAS, the applicant owns unplatted property along Elm Street in the R-2, Single and Two -Family Residential Zoning District; and WHEREAS, the applicant has submitted a request to plat said property into 28 two-family unit lots and one common lot, along with public street dedication and other features, under a PUD; and WHEREAS, the site is guided for medium density residential uses under the label Mixed Neighborhood in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long- term use and development of the property for industrial uses; and WHEREAS, the plat will comply with the required policies and requirements of the Subdivision Ordinance, contingent on conditions noted in this resolution and upcoming Final Plat review comments; and WHEREAS, the Planning Commission held a public hearing on July 6, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: The Preliminary Plat provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to a low to medium density residential use. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as a mixed residential area. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-021 4. The development and building designs successfully fulfill the intent of the City's development plans and regulations. 5. The flexibility from Subdivision Regulations in the Preliminary Plat for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Preliminary Plat for Stony Brook, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Revise the landscaping plan to increase understory tree planting along the west buffer of at least 42 ACI. Remove unwanted species including Siberian Elm and Boxelder trees as a component of the landscaping plan. 2. Replace the Specimen Tree loss as required by city ordinance. 3. Revise the landscaping plan to add additional planting along the Elm Street exposure and the stormwater ponding areas. 4. Clarify the potential for porches or patios in the rear of the units. 5. Address landscaping in the areas of the patios to provide additional privacy screening and buffering. 6. Address the discrepancy in west lot line location with the County Surveyor as a part of the Plat recording process. 7. Consideration of shifting building/lot locations around the cul-de-sac to minimize the siting of buildings behind adjoining structures as noted in this report. 8. Provision of sidewalk along the internal street and pathway along Elm Street. 9. Compliance with the terms of the City's engineering staff letter dated June 24, 2021. 10. Comments and recommendations of other staff and Planning Commission. ADOPTED this 6t" dayof July, 2021, bythe Planning Commission of the Cityof Monticello, Minnesota. MONTICELLO PLANNING COMMISSION M Paul Konsor, Chair CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-021 ATTEST: Angela Schumann, Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-022 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE ZONING ORDINANCE AND MAP, CREATING THE STONY BROOK PUD DISTRICT, AND REZONING THE SUBJECT PROPERTY TO STONY BROOK PLANNED UNIT DEVELOPMENT DISTRICT WHEREAS, the applicant owns property along Elm Street, currently zoned R-2, Single and Two -Family Residence District; and WHEREAS, the applicant has submitted a request to plat said property into 28 residential building lots and one common lot under a PUD; and WHEREAS, the site is guided for medium density residential uses under the label Mixed Neighborhood in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long- term use and development of the property for residential uses; and WHEREAS, the proposed PUD falls below the densities prescribed in the Comprehensive Plan, but create positive density transition between the adjoining single family and other higher density property in the area; and WHEREAS, the Planning Commission held a public hearing on July 6, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The Rezoning provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to appropriate residential densities for the area. 2. The proposed improvements on the site under the PUD Zoning are consistent with the needs of the development in this location as a mixed residential area. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-022 4.. The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the creation of the Stony Brook PUD District and rezoning of the subject property to Stony Brook PUD District. ADOPTED this 6t" day ofJuly, 2021, bythe Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION IN ATTEST: Paul Konsor, Chair Angela Schumann, Community Development Director 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-023 RECOMMENDING APPROVAL OF A DEVELOPMENT STAGE PLANNED UNIT DEVELOPMENT FOR STONY BROOK, A 28 UNIT TWO-FAMILY RESIDENTIAL PROJECT WHEREAS, the applicant owns property along Elm Street, currently zoned R-2, Single and Two -Family Residence District; and WHEREAS, the applicant has submitted a request to plat said property into 28 residential building lots and one common lot under a PUD; and WHEREAS, the site is guided for medium density residential uses under the label Mixed Neighborhood in the City's Comprehensive Plan; and WHEREAS, the proposed PUD, along with the companion Plat, are consistent with the long- term use and development of the property for residential uses; and WHEREAS, the proposed PUD falls below the densities prescribed in the Comprehensive Plan, but create positive density transition between the adjoining single family and other higher density property in the area; and WHEREAS, the Planning Commission held a public hearing on July 6, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The PUD provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by putting the existing and proposed improvements and parcels to a low to medium density residential use. 2. The proposed improvements on the site under the PUD are consistent with the needs of the development in this location as a mixed residential area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-023 4. The development and building designs successfully fulfill the intent of the City's development plans and regulations. 5. The PUD flexibility for the project is consistent with the intent of the City's economic development objectives, as well as with the intent of the PUD zoning regulations. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approves the Development Stage PUD for Stony Brook, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. Revise the landscaping plan to increase understory tree planting along the west buffer of at least 42 ACI. Remove unwanted species including Siberian Elm and Boxelder trees as a component of the landscaping plan. 2. Replace the Specimen Tree loss as required by city ordinance. 3. Revise the landscaping plan to add additional planting along the Elm Street exposure and the stormwater ponding areas. 4. Clarify the potential for porches or patios in the rear of the units. 5. Address landscaping in the areas of the patios to provide additional privacy screening and buffering. 6. Address the discrepancy in west lot line location with the County Surveyor as a part of the Plat recording process. 7. Consideration of shifting building/lot locations around the cul-de-sac to minimize the siting of buildings behind adjoining structures as noted in this report. 8. Provision of sidewalk along the internal street and pathway along Elm Street. 9. Compliance with the terms of the City's engineering staff letter dated June 24, 2021. 10. Comments and recommendations of other staff and Planning Commission. ADOPTED this 6t" day, of July, 2021, bythe Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION M CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC -2021-023 Paul Konsor, Chair ATTEST: Angela Schumann, Community Development Director ORDINANCE NO. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE 10 OF THE MONTICELLO CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY AMENDING THE TEXT AND ZONING MAP, ESTABLISHING THE STONY BROOK PUD DISTRICT, AND REZONING THE FOLLOWING PROPERTY FROM R-2, SINGLE AND TWO-FAMILY RESIDENTIAL DISTRICT TO PUD, STONY BROOK PLANNED UNIT DEVELOPMENT DISTRICT: BLOCK 1, LOTS 1-29, STONY BROOK THE CITY COUNCIL OF THE CITY OF MONTICELLO HEREBY ORDAINS: Section 1. Section 3.8, Planned Unit Development Districts, of the Zoning Ordinance of the City of Monticello is hereby amended to add the following: (13) Stony Brook PUD District (a) Purpose. The purpose of the Stony Brook PUD District is to provide for the development of certain real estate subject to the District for two-family residential land uses. (b) Permitted Uses. Permitted principal uses in the Stony Brook PUD District shall be two-family residential uses as found in the R-2 Single and Two -Family Residential District of the Monticello Zoning Ordinance, subject to the approved Final Stage Development Plans dated , 2021, and development agreement dated , 2021, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the Monticello Zoning Ordinance, Chapter 2, Section (0) — Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c) Accessory Uses. Accessory uses shall be those commonly accessory and incidental to residential uses, and as specifically identified by the approved final stage PUD plans. (d) District Performance Standards. Performance standards for the development of any lot in the Stony Brook PUD District shall adhere to the approved final stage PUD plans and development agreement. In such case where any proposed improvement is not addressed by the final stage PUD, then the regulations of the R-2, Single and Two -Family Residential District shall apply. (e) Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, exterior building materials or colors, lot coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the Monticello Zoning Ordinance, Section 2.4 (P)(10). The City may require that substantial changes in overall use ORDINANCE NO. of the PUD property be processed as a new project, including a zoning district amendment. Section 2. The zoning map of the City of Monticello is hereby amended to rezone the following described parcels from A -O, Agricultural Open Space to R-1, Single Family Residence District: PID NUMBERS: 155-500-101402 (See attached Legal Description) Section 2. The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 3. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official Monticello City Code, Title 10, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5. This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at Monticello City Hall for examination upon request. ADOPTED BY the Monticello City Council this day of , 2021. ATTEST: Rachel Leonard, City Administrator AYES: NAYS: Lloyd Hilgart, Mayor 2 Mark Elliot Homes I Request for Variance, Rezoning to PUD, Development Stage PUD, & Preliminary Plat 701 Elm Street I Legal: Lengthy Legal - See City Hall I PID: 155-500-101402 Created by: City of Monticello STONY BROOK VILLAGE Residential Development Narrative Monticello, MN Existing Conditions The 7.5 -acre site is located in the northwest quadrant of Elm Street & 7th Street W. in Monticello, Minnesota. The site is currently vacant. Historical aerial photos indicate the site was once used for automobile storage. The site is sparsely treed and consists mostly of Siberian Elm with a smaller amount of Ash, Cottonwood, Boxelder and Maple. No wetlands are present on the site. The site is zoned R-2 Residential Multifamily. The Developer Mark Elliot Homes (MEH) is an experienced developer/home builder in the Twin Cities that has developed 3 communities and built over 350 homes, including in the cities of Cottage Grove, Inver Grove Heights Lakeville, Farmington, Rosemount and Buffalo. MEH understands the financial obligations of land development, including the need to put up a financial surety for the construction costs and to pay development & application fees; all of which will be detailed in the Developers Agreement. Neighborhood Goals Stony Brook Village will convert a vacant lot into a residential neighborhood with 28 twin home units. The identified goals in creating this new neighborhood include: • Provide housing and an increased tax base for the City of Monticello by redeveloping a historically underused parcel. • Develop a PUD project that follows R-2 zoning standards as much as feasible. • Provide increased residential market diversity with the development of quality slab -on - grade twin homes. • Creating a neighborhood layout that is sensitive to the existing conditions, including availability of utilities, natural grades and drainage patterns. • Assist the City in enhancing the pedestrian and trail connectivity of the area. • Enhancement of a small community feel. The Neighborhood General Site Information The proposed 7.5 -acre Stony Brook Village consists of 28 twin home units with a typical lot size of 45 feet wide by 82 feet deep with common space that will be maintained by the Home Stony Brook Village Narrative 5/17/2021 Owners Association (HOA). Minimum setbacks are proposed to be consistent with R-2 standards: front setback of 30 feet; side setback of 10' feet, 20 feet between buildings; corner lot side setback of 20 feet and rear yard setback of 30 feet. The site will have one cul-de-sac to serve all the units with road access from Elm Street. The twin homes will be one story slab -on -grade units with 1,605 square feet of living space and 9' ceilings throughout. The floor plan includes two bedrooms with a den, a master bathroom and a % bathroom. Layout There are a number of site conditions that were reviewed and considered in the layout of Stony Brook Village. These include: • Existing Terrain and Drainage. The site is generally flat but gradually drains to Elm Street. This drainage pattern will be maintained but enhanced with stormwater best management practices and engineered outlets connected to Elm Street storm sewer. • Tree Screening. Perimeter tree and landscape planting will provide a sense of place and privacy screening for the residents and neighbors. • Utilities. Water & sewer will be extended to the site from existing stubs in Elm Street. Stony Brook Village Narrative 5/17/2021 2 O 0 U- 00 00 0 m 0 m 0 0 w Un 0 0 0 00 0 m 0 m 0 0 in l \ 3 I I I \ \ \ I- FD. 1/2 IN OPEN \ _ i \ FD. 7 IN IRON ROD FD. 1/2 OPEN, LS #75233 I `7' 1 �,V \ \ / /-I �' �' %/ /--)/AV/ \ �e Z SOUTHERLY PLAT OF HAROLD RUFFS E RECORDED \ (680.4 DEED) S83 21'23"E ADD/T/O/� & i \ 676 79 (MEAS) AS l�/ONUMENTED cb - - POTENTIAL OVERLAP i FD. 1/2 OPEN -� J' TAREA: 804 SF OR 0.018 AC MORE OR LESS - - - 10.5± EX. 8" DIP -' Qo � x POSSIBLE FENCE ENCROACHMENT 4 I x X30 -11.2± 00� rY, A,, U v", w EX 8" DIFF �o ` �) Q o a NO BUILDINGS OBSERVED I �� Ln L -w k NO APPARENT RIGHT OF WAYAND \ Z 0 0 \ /„ �q EASEMENT ON RECORD o W W \LL- LL LI)U L \ ° o je \ Z o wo CENTERLINE OF TOWNSHIP _ Ln w ROAD AS TRAVELED O� LLnLn Lu`- - w z of w i z n I° ---LL LL LU <j \ = n�_ I il W ^r 40 vV �I / �I FD. 1/2 IN OPEN -'// I I l^I v v i L. v i i -t /I / I � I / 4336.74 N88°50'01 "W `-W 1/4 COR OF SEC. 70, SE COR OF THE TWP. 727, RGE. 25 RECORDED PLAT OF COUNTRY CLUB MANOR FD. 1/2 IN OPEN; LS #UN -READABLE DESIGNED: DDG CHECKED: MJW DRAWN: SRM/JWM HORIZONTAL SCALE: 50' VERTICAL SCALE: INITIAL ISSUE: 04/02/2021 REVISIONS: PREPARED FOR: �P NO APPARENT RIGHT OF WAY AND j EASEMENT ON RECORD I I , I i SOUTH LINE OF THE SE 1/4 OF THE NE 1/4 OF SEC. 70 i i ❑r sro - SAN SAN SAN SAN FD. COTTON GIN SPIKE MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 �s qN NE COR OF SEC. 10, -' TWP. 727, RGE. 25 FD. CAST IRON MONUMENT 0 0 wv 1Z LU I U- Uo O W LU Ln z W IW=— I I Call 48 Hours before digging: 811 or call811.com Common Ground Allance LEGAL DESCRIPTION (PER TITLE COMMITMENT NO. 626830) That part of the East 30 acres of the Southeast Quarter of the Northeast Quarter of Section 70, Township 727, Range 25, Wright County, Minnesota, described as follows: Beginning at the Southwest comer of the 30 acre tract,- thence Northerly along the west line of said tract distant 659.0 feet, thence easterly distant 680.4 feet to the centerline of Township Road; thence southwesterly along the centerline of said Township Road distant 703.8 feet to the South line of the Southeast Quarter of the Northeast Quarter of Section 10; thence westerly along said south line distant 274.0 feet to the point of beginning. Abstract Property GENERAL NOTES 7. This survey was prepared using Land Title Inc., Issuing Agent for Old Republic National Title Insurance Company, Title Commitment Number 626830, having an effective date of December 2, 2020 at 7:00 A.M. 2. Address of subject property: 707 Elm Street, Monticello, MN 55362. (Table A, Item 2) 3. Subject property appears to be classified as "Zone X" (area of minimal flood hazard) when scaled from Flood Insurance Rate Map Community - Panel Number 2705410005B, dated November 1, 7979. (Table A, Item 3) 4. Subject property contains 326,683 Sq. Ft. or 7.50 acres. (Table A, Item 4) 5. No buildings were observed as part of this survey. (Table A, Item 7(a)) 6. Subject property contains no parking stalls. (Table A, Item 9) 7. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. (MINNESOTA ticket number: 270060493) (Table A Item I7(a)) 8. Bearings based on the Wright County Coordinate System 1983NAD (7986adj) In US Survey Feet. 9. Field data collection on which this map is based was performed while snow was covering all or part of the subject property. There is a possibility that existing improvements that would normally be observable without the snow cover may exist. EXCEPTIONS (PER TITLE COMMITMENT NO. 626830) 72. Subject to rood(s) as shown by available maps. (Road Right of Way Map not provided, Existing Road Shown on Survey) 73. Reservation in favor of the State of Minnesota in trust of the taxing districts concerned, of all mineral rights as provided by law as referenced in Document Number A7290776. (Blanket in Nature) POSSIBLE ENCROACHMENTS O1 FENCE OVER WEST PROPERTY LINE ()OVERHEAD POWER ACROSS THE SOUTHEAST CORNER OF SUBJECT PROPERTY SURVEYOR'S NOTES: The west line of the subject property is referred as both the east line of the West 70 acres of the SE 1/4 of the NE 1/4, and the west line of the East 30 acres of the SE 1/4 of the NE 1/4 on multiple recorded subdivision plats. In all instances said line has been accepted as monumented and occupied. The east line of the West 70 acres and the west line of the East 30 acres will inherently have complications with regards to gaps or overlaps based upon how they are calculated. We have show 3 calculated positions for these lines on this survey. Further review by a qualified real estate attorney or title examiner is necessary to clarify title and ownership. CERTIFICATION TO Mark Elliot Homes, LLC, Tyler South, LLC, a Minnesota limited liability company and Land Title, Inc., Issuing Agent for Old Republic National Title Insurance Company: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2027 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BYALTA AND NSPS, AND INCLUDES ITEMS 7, 2, 3, 4, 7(a), 8, 9, and 77(a) OF TABLEA THEREOF. THE FIELD WORK WAS COMPLETED ON March 75,202 7. MATHEWJ. WELINSKI, PS DATE 04/02/2027 MN LICENSE NO. 53596, EXPIRATION 06/30/2022 MATT. WELINSKI @WESTWOODPS. COM I E 1/4 COR OF SEC. 70, TWP. 727, RGE. 25 - I WATERMAIN CORNER FALLS INA TELEPHONE MH FENCE LINE S88°50'00"E ` CONTROLLED ACCESS — — 687.39 A SAN SAN SAN SAN SAN SAN SAN I LEGEND • 0 SANITARY MANHOLE POWER POLE co SEWER CLEANOUT BOUNDARY LINE sr STORM MANHOLE RIGHT-OF-WAY LINE ® CATCH BASIN LOT LINE ® FLARED END SECTION — — — — — — EASEMENT LINE I HYDRANT — — SECTION LINE X GATE VALVE GAS GAS LINE POH POWER OVERHEAD Q ELECTRIC BOX SAN SANITARYSEWER STREET LIGHT sro STORM SEWER GUY WIRE STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westw000dps.com Westwood Professional Services, Inc. VICINITY MAP (NOT TO SCALE) X� I I � I 7TH STREET W SITE ELM STREET I I I I I CITY OF MONTICELLO / SECTION 10, TOWNSHIP 727, RANGE 25 WAr WATERMAIN FENCE LINE x CONTROLLED ACCESS A CONCRETE SURFACE BITUMINOUS SURFACE • FOUND MONUMENT (SEE LABEL) O CAST IRON MONUMENT (SEE LABEL) O SET MONUMENT (SEE LABEL) Q TELEPHONE BOX ® STEEL/WOOD POST o SIGN 1"=50' 0' 50' 100' 150' SHEET NUMBER: 1 ALTA/NSPS LAND TITLE of SURVEY 1 PROJECT NUMBER: 030308.00 1 DATE: 04/02/2021 W 0 Q J J O O of C0 z O v c V CU v Q) N c O N N O IL O O >CU N O N N FOR STONY BROOK VILLAGE MONTICELLO, MINNESOTA PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 CONTACT: MARK ELLIOT PHONE: 952-392-9227 EMAIL: MARK@ MARKELLIOTHOM ES.COM PREPARED BY: Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. PROJECT NUMBER: 0030308.00 CONTACT: JOHN H. BENDER SHEET INDEX SHEET LIST TABLE Sheet Number Sheet Title 1 Cover 2 Existing Conditions 3 Preliminary Plat 4 Preliminary Grading, Drainage & Erosion Control Plan 5 Preliminary Utility Plan 6 Civil Details 7 Civil Details 8 Preliminary Landscape Plan 9 Landscape Notes & Details 10 Vegetation Preservation & Protection Plan 11 Vegetation Preservation & Protection Data Vicinity Map (NOT TO SCALE) NO. DATE REVISION SHEETS 1 05/03/21 ADDED DRIVEWAYS ALL PRELIMINARY •� STONY BROOK VILLAGE MONTICELLO, MINNESOTA INITIAL SUBMITTAL DATE: 04/05/21 PROJECT NUMBER: 0030308.00 LU Q J J 0 O W m z O O Call 48 Hours before digging: V\SqIV811 or call811.com � O \ � Common Groun A lance a O LEGAL DESCRIPTION I I I I \ \ That part of the East 30 acres of the Southeast Quarter of the Northeast Quarter of Section 10, Township 121, Range 25, Wright County, Minnesota, described as follows: Beginning at the Southwest comer of the 30 acre \ I tract; thence Northerly along the west line of said tract distant 659.0 feet; thence easterly distant 680.4 feet to I,-FD. 1/2 IN OPEN I \ , '4F I the centerline of Township Road; thence southwesterly along the centerline of said Township Road distant 703.8 feet to the South line of the Southeast Quarter of the Northeast Quarter of Section 10; thence westerly along / \ ' 1 IN I ON ROD -' °3 said south line distant 274.0 feet to the point of beginning. ' FD. 1/2 OPEN; LS #15233 / 7/_, `) L \ \ / -'-/-14-1 V /T \ GENERAL NOTES: I y�6 SOUTHERLY /P �� I 1. Property description is a Conveyance of Forfeited Lands per Document No. 1290716 l LAVE OF THE RECORDED , \ 9� (680.4 DEED) PLA T OF HAROLD S83 ° ] ] 23 RUFFS ADD/TION & I \ E 676 79 (MEAS) ASMONOME/VTED I 2 Field data collection on which this map is based Was performed while snow was covering all or part of the --POTENTIAL OVERLAP i FD. 1/2 OPEN-� p subject property. There is a possibility that existing improvements that would normally be observable without T Fx - the snow cover may exist. - 10.5± X 936 / h ° LEGEND m � � POSSIBLE FENCE ENCROACHMENT X 3 I Qs SANITARY MANHOLE STEEL/WOOD POST O 30 °0 l - - 11.2± � � �ti / � ` I co SEWER CLEANOUT SIGN STORM MANHOLE BOUNDARY LINE w I �� ® CATCH BASIN RIGHT -OF -WAV LINE �o z (Y 0 ^ z I \ or FLARED END SECTION — LOT LINE �W X QL -1 a 40 I J( HYDRANT — — — — - EASEMENT LINE 00 O L'3 �' ^ a p / g GATE VALVE — — SECTION LINE o(Z)9�� wq �. LU LLJ W \ k �,P/ ❑E ELECTRIC BOXLLLL 40 oAs GAS LINE O\ u POH POWER OVERHEAD w a l/ STREET LIGHT / z w O Ln W n CENTERLINE OF TOWNSHIP - SAN SANITARY SEWER w - - _ = U 938 � ROAD AS TRAVELED `�\\ QO O GUY WIRE \ LL O O \� V" j� r POWER POLE STO STORM SEWER z �\ / �- L \ WAT WATERMAIN T I , i 1 `2 L- D� ❑T TELEPHONE BOX O� VVI iLn X — FENCE LINE / I nvLu LU l L ' / r L/ P �o _ � A CONTROLLED ACCESS F 7 L_ .� L- / Z w CONCRETE SURFACE Z � W BITUMINOUS SURFACE 0 C9 Ci / 36 Q • FOUND MONUMENT (SEE LABEL) cC \ \ I O CAST IRON MONUMENT (SEE LABEL) 0 p P '2q ° I O SET MONUMENT (SEE LABEL) °QW / O 2 cc LL P I X zoo SURVEYOR'S NOTES: �U I L° �� \ems- � J]\ W Q tt�; a The west line of the subject property is referred as both the east line of the West 10 acres of the SE 1/4 of the NE 1/4, and the west line of the East 30 acres of the SE 1/4 of the NE 1/4 on multiple recorded Fj� \ - oFElar�AL G a subdivision plats. In all instances said line has been accepted as monumented and occupied. The east �A° line of the West 10 acres and the west line of the East 30 acres will inherently have complications with �9r GL O 936 �P �P I regards to gaps or overlaps based upon how they are calculated. We have show 3 calculated positions o I for these lines on this survey. Further review by a qualified real estate attorney or title examiner is s9ti �'-FD. 1/2 IN OPEN o A necessary to clarify title and ownership. � � o 0�j 10 � q X lt? � P SW COR O THE EAST 30 A OF THE" 1 SE 1/4 OF THE NE 1/4 OF SEC. 10 r, rI �j FD. 1/2 IN OPEN; - \ �� v v L. v . Q::::�sq� LS #15233 �\ V�y2 �P s �i SOUTH LINE OF qT 0 Q° v 6 i I THE NE 1/4 OF SEC. 10_ S8804947"E 325.77 (274.0 DEED) Q_ Q SE COR OF THE RECORDED PLAT OF -' �sy� /y o �- -- —_ �. '— — — —� COUNTRY CLUB MANOR 9r (MEAS) Q �� D. 1/2 tA( OPE ; LS #UN -READABLE \ ` 9 \ AN SAN SA T— u.. � �jANL� SAN AN SAN SAN SAN SAN SAN SAN s so �P `- FD. COTTON GIN SPIKE 0' ### #### #### 4>g ��T. 9A2 � NOT FOR CONSTRUCTION DESIGNED: CTY INITIAL ISSUE: 04/05/21 REVISIONS: CHECKED: DRAWN: 1HB CTY Q 05/03/21 ADDED DRIVEWAYS Q HORIZONTAL SCALE: ### Q VERTICAL SCALE: ### OR ## Q 0 PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA MATT WELINSKI DATE: 05/03/21 LICENSE NO. 53596 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc SHEET NUMBER: 2 EXISTING CONDITIONS OF PROJECT NUMBER: 0030308.00 I DATE: 05/03/21 11 W a J J 0 m z O V C a� V Ln 0 LA 0 a 0 0 v N 0 N O DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR 5' INITIAL ISSUE: 04/05/21 REVISIONS: A 05/03/21 ADDED DRIVEWAYS A. 0 ❑. ❑A PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY MEYER DATE: 05/03/2 LICENSE NO. 26971 STONY BROOK VILLAGE MONTICELLO, MINNESOTA LEGAL DESCRIPTION Call 48 Hours before digging: 811 or call811.com Common Ground Alliance That part of the East 30 acres of the Southeast Quarter of the Northeast Quarter of Section 10, Township 121, Range 25, Wright County, Minnesota, described as follows: Beginning at the Southwest comer of the 30 acre tract; thence Northerly along the west line of said tract distant 659.0 feet; thence easterly distant 680.4 feet to the centerline of Township Road; thence southwesterly along the centerline of said Township Road distant 703.8 feet to the South line of the Southeast Quarter of the Northeast Quarter of Section 10; thence westerly along said south line distant 274.0 feet to the point of beginning. SITE DEVELOPMENT DATA • EXISTING ZONING: • GRnSS SITF ARFA- MAJOR R.O.W. (7TH ST W & ELM ST): NET SITE AREA: • DEVELOPMENT SUMMARY TWINHOMES: • PROJECT DENSITY: GROSS: N ET: LOT STANDARDS STANDARD R-2 STANDARDS SETBACKS FRONT 30' MIN SIDE INTERIOR LOT 10'/10'; 20' BTW BLDGS SIDE CORNER LOT 20' REAR 30' DEVELOPMENT NOTES R-2 7.50 AC 0.67 AC 6.83 AC 28 HOMES ±3.73 UN/AC ±4.10 U N/AC TYPICAL TWNHOME LOT DETAIL 5' 45 45 40 40 N00 00 L 1 00 00 LnLn N 00 X,XXX SF X,XXX SF 40 40 45 T45 TYPICAL LOT DIMENSION 1. ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS. 5. STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. SITE LEGEND EXISTING PROPOSED Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc 5' LOT NUMBER LOT AREA ROAD RIGHT-OF-WAY PROPERTY LINE LOT LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER TIP -OUT CURB AND GUTTER POND NORMAL WATER LEVEL RETAINING WALL 0' 50' 100' 150' NOT FOR CONSTRUCTION SHEET NUMBER: 3 PRELIMINARY PLAT OF PROJECT NUMBER: 0030308.00 I DATE: 05/03/21 11 W 0 a J J 0 0 ckC m z P- L/) V C a� V i 4J V7 0 N 0 a 0 0 3 LA CD N 1 \ r- D 11 1 SF II C \ 0 \ -9.? \ F SILT FENCE PLACED 1 FT INSIDE PROPERTY LINE (TYP.) 938 9�e / TW 39.8 940 938 936 BW 36. - X 1 936 9 TW 391. 8 *-TW 3 2 TW 9.3 � IBW 38.8 W .2- BW 8 -931.5 <) n 8 7 I ' TW 39 8 0 x l 10 I 6 BW 38.8 932 SO�SOG I ' 5 ' T 39.3 X3 I BW 38. r v °�� 1 940.7 SOG 4� TW 39. I °,I 9.7 I x 39 ' V TW 39..8 rro \ o = 40.2 W 38.3 C.X 40.8 ��Ro 940 3 .7 I 3 .8 x SO p 38.5 9 / G 3g 11 2 I 4. % %� o- =8 3 M� 5A 37.94 �• I m ' �q�' R 3 o-� P I 12 ' 38.8 934 3jS. o 38.5 2 \7 NP 4*SO F EV 938 0 y FF I x3� m m \ r I 26 96J4 13 ! �L 2°i° V 938 U l% o\° 3�i 7 I62% 0 L o -O OR O Ln o / 25 I I 14 1 4.1 °r° CO w - x 39. � x 38.8 15 ° o � o MLJI 6 8.0% - \ T I I I 93) \ O -s' - - d E °i• LP 7+81.89 11*61 X / M I 27 938 / SOG 28 938 \936 24 9� 93�s 934 \ sb� INFILT. BASIN (1P) \ NWL 931.5 OE 933.0 HWL 934.0 EOF 934 35.0 Q O 932 S / / 936 / 934 x 18 / 27.0 9_,77 TW 3 BW 3 TW 1 BW w` 93( /,`O 8• �c 6.8 38 v 38.8 oz Leh/ C� F �V ,SBo REMOVE 72 LF t.,umD c`� I I r_K �'�l 111 � ROCK CONSTRUCTION ENTRANCE (TYP.) 110, INLET PROTECTION (TYP.) 0�9i 23 ELEV 936.98 EOF No 37.5 400, 0.60 00 0 F rn p -m ti o LA 38.4 ° 938 ° �°/ 2 e !/ \ Lr! � 940 \ 940.3 19 sOG 20 •940 \ 38.7 938 2 000, 28. INFILT. BASIN (2P) .9389 \93.s NWL 932.5 36 924 OE 934.0 22 F HWL 935.2 `36�3� rn � rn � M� Qac S_ �o h � / Q / 9 / O T J M "'ool l DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR 5' INITIAL ISSUE: 04/05/21 O� T C) O / O 5 5 X / T ) O o 9yF % g D REVISIONS: PREPARED FOR: 05/03/21 ADDED DRIVEWAYS MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 0 STO oa � D 0 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 JOHN H. BENDER DATE: 05/03/21 LICENSE NO. 43358 y %= 0' 50' 100' 150' o a LOT CORNER ELEVATION 00 00 M M LOT NUMBER DRAINAGE ARROW 99 REAR GROUND GRADE AT WALKOUT/LOOKOUT (0.5' 983.0 BELOW BASEMENT FLOOR ELEVATION FOR WALKOUT) WO 983.0 MINIMUM BASEMENT 991.0 G FLOOR ELEVATION LU a FRONT GROUND GRADE of AT GARAGE DOOR rn > K rn 0 o 00 R = RAMBLER, GRADED F R 8.2' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR. R(1) = RAMBLER, GRADED FOR 7.7' OF DIFFERENCE FROM BASEMENT FLOOR ELEVATION TO FRONT GROUND GRADE AT GARAGE DOOR. LO = FULL BASEMENT LOOKOUT GRADED FOR 5.0' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE LOOKOUT TO THE FRONT GROUND GRADE AT THE GARAGE DOOR. WO = FULL BASEMENT WALKOUT, GRADED FOR 8.7' OF DIFFERENCE FROM THE REAR GROUND GRADE AT THE WALKOUT TO FRONT GROUND AT GARAGE DOOR. SOG = SLAB ON GRADE UNIT. NOTE: 1. THE NUMBER IN THE PARENTHESIS INDICATES THE NUMBER OF BLOCKS THAT THE GARAGE IS DROPPED. EACH BLOCK = 8". INDICATES A CUSTOM HOUSE PAD WHICH HAS NOT BEEN COMPLETELY GRADED OR PREPARED CUSTOM TO PROPOSED GRADE. ELEVATIONS AND HOUSE STYLES SHOWN ARE ENGINEERS SUGGESTED DESIGN FOR CUSTOM LOTS AND SHOULD BE VERIFIED WITH THE DEVELOPER. LAST REVISED: VAN* 111100d TYPICAL LOT 08/15/17 GD25A STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or call811.com Common Groun A iance GRADING & EROSION CONTROL LEGEND EXISTING PROPOSED PROPERTY LINE SB -19 SB -19 SOIL BORING LOCATION 980- -980. INDEX CONTOUR _ - - -98 2 - - --982- - INTERVAL CONTOUR • 900.00 x 900.00 SPOT ELEVATION HP/LP HIGH/LOW POINT x 900.00 CL -CL CL -CL ELEVATION x 900.00 0.00% FLOW DIRECTION TW=XXX.XX TOP AND BOTTOM OF RETAINING WALL BW=XXX.XX E.O.F.--� ♦ EMERGENCY OVERFLOW X.XX% PROPOSED STREET PROFILE GRADE DD ►► STORM SEWER TREE LINE TREE PROTECTION FENCE RETAINING WALL (MODULAR BLOCK) GL GRADING LIMITS SF SILT FENCE POST -SF SILT FENCE -POST GRADING HDSF HEAVY DUTY SILT FENCE RSC REDUNDANT SEDIMENT CONTROL OO■ INLET PROTECTION ODOo00O EROSION CONTROL CHECKS/BIOROLLS ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET TURF REINFORCEMENT MAT POND NORMAL WATER LEVEL WETLAND LINE WETLAND FILL WETLAND BUFFER POND ACCESS MAINTENANCE BENCH 0- - -0 WETLAND BUFFER LIMITS O WETLAND BUFFER MONUMENT D N D DO NOT DISTURB GRADING & DRAINAGE NOTES 1. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 2. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 4. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 5. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. EROSION CONTROL NOTES 1. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 2. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 3. REDUNDANT PERIMETER SEDIMENT CONTROLS ARE NECESSARY WHEN SOIL DISTURBANCE IS WITHIN 50 FEET OF SURFACE WATERS. REDUNDANT SEDIMENT CONTROLS COULD INCLUDE: 3.1. TWO ROWS OF SILT FENCE (SEPARATED BY 8 FEET); OR 3.2. SILT FENCE AND A TOPSOIL BERM (STABILIZE BERM WITH MULCH); OR 3.3. SILT FENCE AND FIBER LOGS; OR 3.4. TOPSOIL BERM AND FIBER LOGS (STABILIZE BERM WITH MULCH). 4. REDUNDANT SEDIMENT CONTROLS MUST BE INSTALLED PRIOR TO DISTURBING WITHIN 50 FEET OF THE SURFACE WATER. NOT FOR CONSTRUCTION SHEET NUMBER: PRELIMINARY GRADING, 4 DRAINAGE & EROSION OF 11 CONTROL PLAN PROJECT NUMBER: 0030308.00 DATE: 05/03/21 W a J J O m z 0 Un IM � I \ / I \ I \ WA I \ \SANS DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR S' INITIAL ISSUE: 04/05/21 REVISIONS: 05/03/21 ADDED DRIVEWAYS 0 0 ❑A PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 - CONNECT TO EXISTING WATERMAIN w/8" GV \ EX MH 6002 RE=935.65 IE(1M=920.24 IE(NS)=920.04 / h° INFILT. BASIN (2P) v NWL 932.5 �� OE 934.0 HWL 935.2 �° o / 5h N P / EX. MH 6001 / RE=934.95 IE(1M=919.77 / IE(NS)=979.60 �P ❑T STO — SAN SAN SAN SAN EX. 18" RCP ` - EX. MH 8-3 RE = 936.40 IE(N)=918.85 IE(SW,E)=913.01 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 JOHN H. BENDER DATE: 05/03/2 LICENSE NO. 43358 - EX./ H 6004 SAN n SAN SAN SAN SAN SAN SAN - Call 48 Hours before digging: 811 or call811.com Common Ground Alliance UTILITY LEGEND EXISTING PROPOSED — SAN — -0 ► 0 SANITARY SEWER DD ------ E ►► STORM SEWER DT ►►► DRAIN TILE WAT WATER MAIN WAT-------- ��} HYDRANT GENERAL UTILITY NOTES 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. 2. UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 2013 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., AUGUST 31, 2016 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. 3. THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. 4. VERIFY EXISTING INVERT LOCATION & ELEVATION PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. I M !I 0' 50' 100' 150' NOT FOR CONSTRUCTION Westwood Phone (952) 937-5150 Whitewater Drive, Suite #300 STONY BROOK VILLAGE Minnetonka, PRELIMINARY UTILITY PLAN Fax (952) 937-5822 Minnetonka, MN 55343 TollFreeW�� Ps88) rofess on I 937-5150 �I�W@StNfOOdpS.com MONTICELLO, MINNESOTA Inc. I SHEET NUMBER: 5 OF PROJECT NUMBER: 0030308.00 I DATE: 05/03/21 11 W a J J O O m z 0 STREET 01 (STA -0+50-10+00) •.1 •.1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 7' MIN. 3' (VARIES) �7 MqX 0.67' ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: 50' VERTICAL SCALE: 10' OR 5' EL. OF GROUND 0.5 FEET BELOW GARAGE SLAB UNLESS OTHERWISE NOTED. INITIAL ISSUE: 04/05/21 REVISIONS: 05/03/21 ADDED DRIVEWAYS A ❑A 0.5' TOP801L 58' I 3' I 27' R -0'W 14' i 16' CL ROADWAY FINISHED GRADE AFTER HOUSE Y FINISHED GRADE FOR PAD 1.0' TO SUB RADE ENGINEERED FILL � � ENGINEERED FILL SUITABLE BEARING SOIL N.T.S. (TYP.) SLAB -ON -GRADE (SOG) PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 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 JOHN H. BENDER DATE: 05/03/21 LICENSE NO. 43358 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Call 48 Hours before digging: 811 or call811.com Common Ground Alliance I M — !I 0' 50' 100' 150' NOT FOR CONSTRUCTION SHEET NUMBER Westwood 6 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 CIVIL DETAILS Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc OF PROJECT NUMBER: 0030308.00 I DATE: 05/03/21 11 V C v V v Ln 0 Ln Ln v 0 O O CD r\I M u Cn W z 0 O LJ a Title: Standard Plate Library Riprap Detail City of Monticello Date: Q3-05 Plate No. Revised:4009 03-15 R/W 60' R/W A~ REVISIONS: Rig JH13 d O ® N m INR e ### ' i?m o " a 6" r vio .. N2 �I)2.O 1:g IN 5002 (TYPICAL) 2' 1 1/2 "TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 w m du N Z 6" CLASS V GRAVEL (MODIFIED) mLr � ommamn _ N��mm<[NONmmmmm y oy nawci mm am q W > NmOm N H ZH 9Dy M. Nmm_amry�mwPvra�n D m„ giry,n �NN oII �m� 8 U _ mamm FF qqg QED - 10 q 'Cy O - nW h n}n Q 10H'a o .4 - m�3j I�1F�_a zz W�� a LLo a - om w - urircim� 2 2 CIL D_ Ag, mm i7mmmm mmm a_ X21. N 4 1 ¢¢ r/�� uodWIX 3� - moa _ EiY v1n� Title: Standard Plate Library Riprap Detail City of Monticello Date: Q3-05 Plate No. Revised:4009 03-15 R/W 60' R/W ® THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS REVISIONS: Rig JH13 d O ® N m INR e ### ' ¢ o " a 6" r vio 4,00; Z O Sit a �U 9 � AND MULCH OR SOD 0 5002 (TYPICAL) 2' 1 1/2 "TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 w m du N Z 6" CLASS V GRAVEL (MODIFIED) mLr � ommamn _ P1NnnmmT.l.a,_ —6- MINIMUM SCANTY AND COMPACT SUBGRADE mm am q W > Q �vli / D m„ giry,n LL 66 8 Title: Standard Plate Library Riprap Detail City of Monticello Date: Q3-05 Plate No. Revised:4009 03-15 R/W 60' R/W ® THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS REVISIONS: Rig JH13 NAq-t ® N �t A� � ### m Standard Plate Library CURB & GUTTER 6" r Residential (Minor) 4,00; 200% 200 54� 9 � AND MULCH OR SOD 0 5002 (TYPICAL) 2' 1 1/2 "TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 w m du N Z 6" CLASS V GRAVEL (MODIFIED) mLr � ommamn _ P1NnnmmT.l.a,_ —6- MINIMUM SCANTY AND COMPACT SUBGRADE mm am q W > �vli / D m„ giry,n mmnamoa��u?ww _ � FF qqg QED 10 q Iq O - nW h 111 .4 10H'a o .4 - zz W�� a LLo a w - urircim� 2 2 CIL D_ Ag, mm Title: Standard Plate Library Riprap Detail City of Monticello Date: Q3-05 Plate No. Revised:4009 03-15 R/W 60' R/W ® THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS REVISIONS: t JH13 ENGINEER. 0 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL ® WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER- SEE PLATE 4006 FOR DETAILS 12' OR 14' 30', 32' OR 36'I FACE TO FACE VARIES ### MODIFIED DESIGN 0 Standard Plate Library CURB & GUTTER 6" r Residential (Minor) 4,00; 200% 200 54� 4" TOPS011. SEED, AND MULCH OR SOD 0 5002 (TYPICAL) 2' 1 1/2 "TYPE 2360 BITUMINOUS WEARING COURSE TACK COAT MNDOT 2357 w m 2" TYPE 2360 BITUMINOUS NON -WEARING COURSE 6" CLASS V GRAVEL (MODIFIED) PER MRDOT SPECIAL PROVISION 3866 12" TO 24" SELECT GRANULAR BORROW (2'- 6" BEHIND CURB) —6- MINIMUM SCANTY AND COMPACT SUBGRADE 2 ROLLS OF SOD TO BE PLACED BEHIND CURB AND SIDEWALK/iRAL. WING NUT ® THE USE AND THICKNESS OF SELECT GRANULAR BORROW IS BASED ON EXISTING SOIL CONDITIONS REVISIONS: AS DETERMINED BY THE CITY ENGINEER- ® MEET WIDTH TO BE DETERMINED BY THE CM JH13 ENGINEER. 0 6" PERFORATED P.E. PIPE WITH FABRIC. INSTALL DRAWN: WHERE CLAY SOILS ARE ENCOUNTERED IN THE ROADWAY SUBGRADE OR AS DIRECTED BY THE ENGINEER- SEE PLATE 4006 FOR DETAILS Q Title: ### Typical Street Standard Plate Library ### OR ## Q Residential (Minor) City of Monticello Date: Plate No. 03-05 5002 Revised:__ _ Title: Inlet Protection Standard Plate Library Grate Inlet Cover City of Monticello Date- 03-07 Plate Na" Revised:03-15 6005 Standard Plate Library City of Monticello DESIGNED: WING NUT INITIAL ISSUE: 04/05/21 REVISIONS: CHECKED: JH13 Q 05/03/21 ADDED DRIVEWAYS DRAWN: OVERFLOW SLOT IN SHROUD Q HORIZONTAL SCALE: ### Q VERTICAL SCALE: ### OR ## Q A ATTACHMENT HOOK SILT FABRIC SLEEVE w m PER MRDOT SPECIAL PROVISION 3866 c ,� �vli / IoW MaTj Wi t a W W .4 10H'a o .4 - zz W�� a LLo a w X21. N 4 1 ¢¢ r/�� uodWIX 3� - W EiY v1n� a - Oaw OFm Or m %4; �Q a� a oW EDW i.f a — ® �� LLSekj gj�Z i� � W m OVERFLOW SLOT IN SHROUD0�O� S gym$ j4n 9VT a �+ s SILT FABRIC SLEEVE 4in S'mW ♦= WOEE u1 $ An PER MNDOT SPECIAL PROVISION 3866 82o� �FP Piz m F w F�F=2W 1�� dtiTn In1'. S o� s SFE9 ��i7irfim Title: Inlet Protection Standard Plate Library Grate Inlet Cover City of Monticello Date- 03-07 Plate Na" Revised:03-15 6005 Standard Plate Library City of Monticello DESIGNED: CTY INITIAL ISSUE: 04/05/21 REVISIONS: CHECKED: JH13 Q 05/03/21 ADDED DRIVEWAYS DRAWN: CTY Q HORIZONTAL SCALE: ### Q VERTICAL SCALE: ### OR ## Q A F v dl UU S pl I u, `O II y E A CALL TO GOPHER STATE ONE (454-0002) IS REQUIRED A MINIMUM DF 48 "OURS PRIOR TO PERFORMING ANY EXCAVATION. Title: Residential Building Erosion Control late: Plate No. 03-05 6006 devised: 03 —15 SAME SLOPE AS ROADWAY I HORIZONTAL '- (FORMS MAY BE TILTED) REVERSE SLOPE CUTTER SECTION DIVIDER PLATE 3"R 3'R 3i 1 SLOPE 0.06 FT/FT 8" 13 1/2 SLOPE OR ILS•{+1 '� s _ 2" MIN rZ• 7'T/ HORIZONTAL MNDOT SLOPE 0.06 FT/FT NORMAL, UNLESS / STANDARD PLATE NO. 71W H OTHERWISE SPECIFIFD. IF A DIFFERENT SPECIFICATION REFERENCE 2531 GUTTER MAY BE TILOPE TED IS PERNITTEO. THE FORM 7 8612 CONCRETE CURB BL GUTTER CONCRETE -- 21.1 Fr / COU.. YDS. (6612)12) DIVIDER PLATE 3"R CD SLOPE DOR B FT/FT j/ � 2" MIN 2' 7-I P, i a HORIZONTAL LINE 00 /// MNDOT �j SLOPE 0.06 Fr/FT NORMAL, UNLESS / STANDARD PLATE NO. 7100 H OTHERWISE SFT M. IF A DIFFERENT SPFCIFlCATION REFERENCE 2531 GUTMAYO INUTEDOPE IS PERMITTED. THE FORM CONCRETE B618 CONCRETE CURB BC GUTTER CONCRETE _ 0.028E Yon CUD.S(8616) YDS. (BES 8) 12" 3/4 " / PER FT 3 35 7" O" WOR20NTAL LINE---��� 2'- 0" MODIFIED DESIGN "D" CURB & GUTTER Title: Standard Plate Library Concrete Curb & Gutter for Streets City of Monticello Date: 03-05 1 Plate No. Revised: 5005 Ill G' TO 7- CIA. RGLL ENCLOSED IN PLASTIC CR POLYESTER NETTING TYPE 21 BIOROLL DITCH CHECK USE ON HOUGH GRADED AREAS 1" X 2` X 1S" LONG WOODEN STAKES AT I' O` SPACING MAXIMUM. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE SIORCLL AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. B[OROLL PROVIDE S' TO 10" OF EMBEDMENT DEPTH. 45' FLOW B' - 10' EMBEDMENT DEPTH BIOROLL STAKING DETATL 1 ENTRENCH A MINIMUM OF 2' NOTE, WHEN MORE THAN I HIORCLL/COMPOST LOG IS NEEDED, OVERLAP ENDS A MINIMUM OF 6' AND STAKE PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 111.1110. Bio Log Staking Standard Plate Library Straw or Wood Bio Roll City of Monticello Date: 03-08 Plate No. Revised:03-15 60Q9 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 JOHN H. BENDER DATE: 05/03/21 LICENSE NO. 43358 60' SPECIAL NOTE: SPECIAL ATTENTION SHALL BE PAID WHEN INSTALLING DRIVEWAYS TO NOT UNDERMINE OR DAMAGE EXISTING SIDEWALKS. (TYPICAL DESIGN / - ROW (TEMPORARY DESIGN 40' 32' FACE TO FACE NOTE: ALL TEMPORARY CUL-DE-SACS SHALL CONFORM TO TYPICAL STREET SECTION DETAILS. NOTE: DESIGN "D" CURB AND GUTTER TO BE USED WITHIN TEMPORARY CUL-DE-SACS. WlTere LTV IIVPI VI W—P IO sheeting, place sod strips perpendicular to the direction of water flow. SHINGLING SOD OF J y 3" OF 1-1/2' D 6" CRUSHED CONCRETE"DR 1z APPROVED EQUIVVAiENT TAPER DEPTH AND WIDTH IN 10' SIDEWALK CURB & GUTTER 11 -3" OF 1-1/2" ROCK OR 6" CRUSHED CONCRETE Call 48 Hours before digging: 811 or call811.11 Common Ground Alliance EXISTING CURB OVERFLOW IS J§ OF THE CURB BOX HEIGHT 0��000�00 PLAN WIMCO ROAD DRAIN CG -23' HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL DEFLECTOR PLATE OR CITY APPROVED EQUAL. OVERFLOW IS X2 OF THE CURB BOX HEIGHT OVERFLOW AT TOP OF z; FILTER ASSEMBLY • FOR THE NEW R -3290 -VB STANDARD CASTING, INSTALL WIMCO ROAD DRAIN CG --3290 OR CITY APPROVED EQUAL. FILTER ASSEMBLY DIAMETER, 6" GN -GRADE 10' AT LOW POINT HIGH-FLOW FABRIC Title: Typical Title:Title:yp Residential Gravel Inlet Protection Standard Plate Library Cul -De -Sac Standard Plate Library Construction Entrance Standard Plate Library Catch Basin Insert City of Monticello Date: 03-05 Plate No. City of Monticello Date: 03-05 plate No. City of Monticello Date: 03-07 Plate No. Revised: 03-15 5010 Revised:03-15 6001 Revised: 03-15 6004 Where the flow of water is concentrated, place sod stips parallel to the direction of OVERLAPPING SOD water flow. NOTE: Although pegging of sod is not specifically required it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to lack of protection or proper care. Title: Standard Plate Library Sod Placement City of Monticello Date: 03-07 Plate No. Revised: 03- 15 6010 0.7 STAPLES PER 6O.YD 115-11.IF, -YU. 11 SLOPPB S1 SLOPES D 0" it 2D'J 3.75 6TAPLE6 PER 60. YD. H— 11 ELd SHORELINE ma 1.11 —1soli BEFORE INI-11 euNKErs, wLlFmlxa Arvv Nscsssnav APPLmnnON 11111 F—RANO IAED s. eEGNATTNEIORGRTNESLOPE eYANKET TIENLAsa; TH-PSMnPERS—'SOFT WIOETraNCN T 13TPn}OPBLANKET EIRE 1 111'(THEAPART IN TONI1011 OFTHETREN11. IFF 6WIKET WITH ARINJ CF 6TPPLE6fSTPltE6 P.PWtO%MIAIELY i3"930Frn)�APART IN THE BOTTOM OF THE TRENLH. sncKFnL AxocOMRACT 111E mENCN AFTw sTARINc_APPLL sELURE aLAHxKET OVER ImnnACTEORsdL Enm ASRI-oF} STAPLES5TAKES SPACEDAF—INATELY ITISO )APARTACR066 THE ACFU OF THE BLANKET. Ts IAT OOwN OR M I-1ZONTALLY uAOss THE SLOPE. SLANKETA W- uNIR-1- ASPRO—F SIRE PAAIN6T THE SOE SURFACE. P1IEWMETS MUST EE SELIIHELY FASTENED TO 601E SMTFACE 6Y PIALINGSTAFlE65TAKE6 IN E__ REgACE TweouOHE HSFY,C O ITNEfnLOREO PLANTS OpeREPnp1OINOTO NATTA O TIcON L TTFS_ P_ER£SISTAYFs 4.THEEOCESOFP LELaz a'(�l2�)a RwPo PSN S REPNDPERSEARA WENT, PLACETHEE PTHER„ RLAPPNCe NKEF(Nux EE INSTALLEDONTOP)EEVENWITHTHECOLOREO SEAM MEHONTHEPREVKXULYINSTALLEDBLANKET I -ABU_ 11 ENo,G11INNLE AIWNHANAPPROXIMAIE a IT5�1ovERLAP. $TAm,E THROUPAI pVERLAPPEn A,: APPROKIwTELv Ir [:Rmr APART Afxp59 ENTIRE C WIKET WITH. ZLOOSEOOILCONDITKINS, THEUSEOFSFAPLEIX SFAKELENGTHSGRE MTIWNC lSa MA NECEfiEJRYTO Title: Erosion Control Blanket Standard Plate Library Stapling Patterns & Installation City of Monticello Date: 03-08 1 Plate No. Revise d:03-15 6011 NOT FOR CONSTRUCTION SHEET NUMBER Westwood 7 Phone (952) 937-5150 Whitewater Drive, Suite #300 STONY BROOK VILLAGE Minnetonka, CIVIL DETAILS Fax (952)937-5822 Minnetonka,M N 55343 Toll Free (888) 937-5150 westwoodpS.Com M O N T I C E L L O, MINNESOTA Westwood Professional Services, Inc. W1 PROJECT NUMBER: 0030308.00 I DATE: 05/03/21 11 V C a� V W 0 0 a 0 0 3 v 0 N O Q + J oA ,f 938 se 940 938 936 9 I 8 7 10 I 6 5 940 c / 3 Call 48 Hours before digging: 811 or call811.com PRELIMINARY PLANT SCHEDULE Common Groun A lance a SYMBOL QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. MATURE SIZE \ \ OVERSTORY / DECIDUOUS 24 STREET 9� TREES INFILT. BASIN (1P) \ / NWL 931.5 OVERSTORY OE 933.0 DECIDUOUS 3 HWL 934.0 BUFFER TREES 934 9315 a / / OVERSORY , + + + + 932+ 936 W i p DECIDUOUS 38 X932 + + + + + / YARD TREES 0 + + + + 934 + +/ 935 / 2 81 o i M� 1 / BUFFER Techny Arborvitae / Thuja occidentalis 'Techny' 6' HT., BB AS SHOWN H 12'-15' W 6'-8' U 7 Mugo Pine / Pinus mugo 6' HT., BB AS SHOWN H 12'-15'W 12'-15' A EVERGREEN TREES Swiss Stone Pine / Pinus cembra 6' HT., BB AS SHOWN H 25'-30'W 10'-15' Thornless Cockspur Hawthorn / Cratae us crus alli 'Inermis' 1.5" BB AS SHOWN H 15'-20'W 15'-20' BUFFER UNDERSTORY 12 Japanese Tree Lilac / S rin a reticulata 6' HT., BB CLUMP AS SHOWN H 25'-30'W 20'-25' /o DECIDUOUS Allegheny Serviceberr / Amelanchier laevis 6' HT., BB CLUMP AS SHOWN H 15'-25'W 15'-25' TREES BUFFER 133 / \ • t �° � SHRUBS 12 � I ° 938 6 h 26 13 . 938 + + + 0& �° \ + + - 25 +++ 27 14 L111i +� ( 15 ° Sienna Glen Maple / Acer x freemanii 'Sienna' 2.0" BB AS SHOWN H 40'-50'W 35'-40' 1 Red Sunset Maple / Acer rubrum 'Franksred' 2.0" BB AS SHOWN H 45'W 35' Fall Fiesta Maple / Acer saccharum 'Bailsta' 2.0" BB AS SHOWN H 50'-70'W 50' Skyline Honeylocust / Gleditsia tricanthos var. inermis 'Skycole' 2.0" BB AS SHOWN H 50'W 35'-40' White Oak / Quercus alba 2.0" BB AS SHOWN H 50'-70'W 40'-50' Red Oak / Quercus rubra 2.0" BB AS SHOWN H 50'-70'W 40'-50' Northern Pin Oak / Quercus ellipsoidalis 2.0" BB AS SHOWN H 50'-60'W 40'-50' Swamp White Oak / Quercus bicolor 2.0" BB AS SHOWN H 50'-60'W 40' St. Croix Elm / Ulmus americana 'St. Croix' 2.0" BB AS SHOWN H 60'-80'W 40'-60' Accolade Elm / Ulmusjaponica x wilsoniana 'Morton' 2.0" BB AS SHOWN H 70'W 40'-50' Yellowwood / Cladrastis kentuckea 2.0" BB AS SHOWN H 60'W 30'-40' Kentucky Coffeetree / Gymnocladus dioicus 2.0" BB AS SHOWN H 60'W 30'-40' Autumn Gold Ginkgo / Ginkgo biloba 'Autumn Gold' 2.0" BB AS SHOWN H 50'W 30' Hackberry / Celtis occidentalis 2.0" BB AS SHOWN H 50'-75'W 50' / BUFFER Techny Arborvitae / Thuja occidentalis 'Techny' 6' HT., BB AS SHOWN H 12'-15' W 6'-8' U 7 Mugo Pine / Pinus mugo 6' HT., BB AS SHOWN H 12'-15'W 12'-15' A EVERGREEN TREES Swiss Stone Pine / Pinus cembra 6' HT., BB AS SHOWN H 25'-30'W 10'-15' Thornless Cockspur Hawthorn / Cratae us crus alli 'Inermis' 1.5" BB AS SHOWN H 15'-20'W 15'-20' BUFFER UNDERSTORY 12 Japanese Tree Lilac / S rin a reticulata 6' HT., BB CLUMP AS SHOWN H 25'-30'W 20'-25' /o DECIDUOUS Allegheny Serviceberr / Amelanchier laevis 6' HT., BB CLUMP AS SHOWN H 15'-25'W 15'-25' TREES BUFFER 133 / \ • t �° � SHRUBS 12 � I ° 938 6 h 26 13 . 938 + + + 0& �° \ + + - 25 +++ 27 14 L111i +� ( 15 ° + o ��= 28 `' i� 93a 9 \+ �'6 24 �� + 935 9 hyo �u + + 934 + +�, , ++++ +++ 23 + + + 29 + i INFILT. BASIN F \938 93 \935 NWL 932.5 6934 " A, OE 934.0 O 22 ` ��� HWL 935.2 936- MO 938 \ ° 2 rn � 0 940 Q �o 19 20 0� o 940 101, 938 10 1 f Q�f � ME 0 / X 94z o / T \ / / 946 A DESIGNED: CTY s PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 REVISIONS: CHECKED: 1HB DRAWN: CTY 1 HORIZONTAL SCALE: ### Q + o ��= 28 `' i� 93a 9 \+ �'6 24 �� + 935 9 hyo �u + + 934 + +�, , ++++ +++ 23 + + + 29 + i INFILT. BASIN F \938 93 \935 NWL 932.5 6934 " A, OE 934.0 O 22 ` ��� HWL 935.2 936- MO 938 \ ° 2 rn � 0 940 Q �o 19 20 0� o 940 101, 938 10 1 f Q�f � ME 0 / X 94z o / T \ / / 946 A DESIGNED: CTY INITIAL ISSUE: 04/05/21 PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 REVISIONS: CHECKED: 1HB DRAWN: CTY A 05/03/21 ADDED DRIVEWAYS HORIZONTAL SCALE: ### Q VERTICAL SCALE: ### OR ## T -Z STO oa C -A D 0 0' 50' 100' 150' NOT FOR CONSTRUCTION 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY MEYER DATE: 05/03/21 LICENSE NO. 26971 NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. SEE FINAL PLANS FOR TREE SELECTIONS AND QUANTITIES. NATIVE SEEDING LEGEND DENOTES STORMWATER + + + + DENOTES WET MEADOW S & W NATIVE SEED MIX (33-261) + + + SEED MIX (34-271) TOTAL AREA (0.29 AC) + + + + + + + TOTAL AREA (0.16 AC) * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE LANDSCAPE REQUIREMENTS TOTAL LANDSCAPE REQUIRED: 84 TREES 4.1(G) STANDARDS FOR PERIMETER BUFFER: 79 TREES TYPE A - BASIC BUFFER, WEST PROPERTY LINE ( 552 LF ) 2.0 ACI OF CANOPY TREES, 10.0 ACI OF UNDERSTORY TREES, 15 SMALL SHRUBS PER 100 LINEAR FEET (12 ACI CANOPY TREES*, 56 ACI UNDERSTORY TREES*, 83 SHRUBS REQUIRED) TYPE B - 20' AESTHETIC BUFFER, SOUTH PROPERTY LINE ( 324 LF ) 8.0 ACI OF CANOPY TREES, 10.0 ACI OF UNDERSTORY TREES, 15 SMALL SHRUBS PER 100 LINEAR FEET (26 ACI CANOPY TREES*, 33 ACI UNDERSTORY TREES*, 49 SHRUBS REQUIRED) * INDICATES ACI MET OR PARTIALLY MET WITH TREE PRESERVATION INCENTIVE CREDIT 4.1(H) STANDARDS FOR SITE LANDSCAPING: (28 LOTS TOTAL, 3 CORNER LOTS) 62 TREES EACH LOT REQUIRES 4.0 AGGREGATE CALIPER INCHES (ACI) OF CANOPY TREES REQUIRED PLANTINGS FOR CORNER LOTS SHALL BE DOUBLE THE LISTED REQUIREMENTS (8.0 ACI OF CANOPY TREES) ( 25 REGULAR LOTS x 4.0 ACI ) + (3 CORNER LOTS x 8.0 ACI) = 62 CANOPY TREES (124 ACI) 4.2(D) TREE PRESERVATION INCENTIVE CREDIT -57 ACI (SEE CALCULATIONS ON TREE PRESERVATION TABLE SHEET) TREE REPLACEMENT REQUIREMENTS TREE REPLACEMENT REQUIREMENTS: 0 TREES E CALCULATIONS ON TREE PRESERVATION TABLE SHEET) OVERALL PROJECT REQUIREMENTS TAL LANDSCAPING REQUIRED: 84 T REQUIRED SITE LANDSCAPING 84 T 132 SHF TREE PRESERVATION REPLACEMENT 0 TI OVERALL PROJECT PROVISIONS TOTAL LANDSCAPING PROVIDED: * OVERSTORY DECIDUOUS STREET TREES: * OVERSTORY DECIDUOUS YARD TREES: * BUFFER OVERSTORY DECIDUOUS TREES: * BUFFER UNDERSTORY CONIFEROUS TREES: * BUFFER UNDERSTORY ORNAMENTAL TREES: * BUFFER SHRUBS: 84 TREES 24 TREES 38 TREES 3 TREES 7 TREES 12 TREES 133 SHRUBS SHEET NUMBER: Westwood 8 Phone (952) 937-5150 Whitewater Drive, Suite #300 PRELIMINARY LANDSCAPE PLAN OF STONY BROOK VILLAGE Minnetonka, N Fax (952) 937-5822 Minnetonka, M 55343 Toll Free (888) 937-5150 westwoodps.com 11 M O N T I C E L LO, MINNESOTA W�OOd P�°feui°nal Services, Inc PROJECT NUMBER: 0030308.00 °ATE: 05/03/21 Black Chokeberry / Aronia melanocarpa elata 36" HT., POT 5'-0" O.C. Cardinal Dogwood / Cornus sericea 'Cardinal' 36" HT., POT 5'-0" O.C. Arrowood Viburnum / Viburnum dentatum 36" HT., POT 5'-0" O.C. Cranberry Viburnum/ Viburnum trilobum 36" HT., POT 4'-0" O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. SEE FINAL PLANS FOR TREE SELECTIONS AND QUANTITIES. NATIVE SEEDING LEGEND DENOTES STORMWATER + + + + DENOTES WET MEADOW S & W NATIVE SEED MIX (33-261) + + + SEED MIX (34-271) TOTAL AREA (0.29 AC) + + + + + + + TOTAL AREA (0.16 AC) * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE LANDSCAPE REQUIREMENTS TOTAL LANDSCAPE REQUIRED: 84 TREES 4.1(G) STANDARDS FOR PERIMETER BUFFER: 79 TREES TYPE A - BASIC BUFFER, WEST PROPERTY LINE ( 552 LF ) 2.0 ACI OF CANOPY TREES, 10.0 ACI OF UNDERSTORY TREES, 15 SMALL SHRUBS PER 100 LINEAR FEET (12 ACI CANOPY TREES*, 56 ACI UNDERSTORY TREES*, 83 SHRUBS REQUIRED) TYPE B - 20' AESTHETIC BUFFER, SOUTH PROPERTY LINE ( 324 LF ) 8.0 ACI OF CANOPY TREES, 10.0 ACI OF UNDERSTORY TREES, 15 SMALL SHRUBS PER 100 LINEAR FEET (26 ACI CANOPY TREES*, 33 ACI UNDERSTORY TREES*, 49 SHRUBS REQUIRED) * INDICATES ACI MET OR PARTIALLY MET WITH TREE PRESERVATION INCENTIVE CREDIT 4.1(H) STANDARDS FOR SITE LANDSCAPING: (28 LOTS TOTAL, 3 CORNER LOTS) 62 TREES EACH LOT REQUIRES 4.0 AGGREGATE CALIPER INCHES (ACI) OF CANOPY TREES REQUIRED PLANTINGS FOR CORNER LOTS SHALL BE DOUBLE THE LISTED REQUIREMENTS (8.0 ACI OF CANOPY TREES) ( 25 REGULAR LOTS x 4.0 ACI ) + (3 CORNER LOTS x 8.0 ACI) = 62 CANOPY TREES (124 ACI) 4.2(D) TREE PRESERVATION INCENTIVE CREDIT -57 ACI (SEE CALCULATIONS ON TREE PRESERVATION TABLE SHEET) TREE REPLACEMENT REQUIREMENTS TREE REPLACEMENT REQUIREMENTS: 0 TREES E CALCULATIONS ON TREE PRESERVATION TABLE SHEET) OVERALL PROJECT REQUIREMENTS TAL LANDSCAPING REQUIRED: 84 T REQUIRED SITE LANDSCAPING 84 T 132 SHF TREE PRESERVATION REPLACEMENT 0 TI OVERALL PROJECT PROVISIONS TOTAL LANDSCAPING PROVIDED: * OVERSTORY DECIDUOUS STREET TREES: * OVERSTORY DECIDUOUS YARD TREES: * BUFFER OVERSTORY DECIDUOUS TREES: * BUFFER UNDERSTORY CONIFEROUS TREES: * BUFFER UNDERSTORY ORNAMENTAL TREES: * BUFFER SHRUBS: 84 TREES 24 TREES 38 TREES 3 TREES 7 TREES 12 TREES 133 SHRUBS SHEET NUMBER: Westwood 8 Phone (952) 937-5150 Whitewater Drive, Suite #300 PRELIMINARY LANDSCAPE PLAN OF STONY BROOK VILLAGE Minnetonka, N Fax (952) 937-5822 Minnetonka, M 55343 Toll Free (888) 937-5150 westwoodps.com 11 M O N T I C E L LO, MINNESOTA W�OOd P�°feui°nal Services, Inc PROJECT NUMBER: 0030308.00 °ATE: 05/03/21 V C a� V c 0 N a� 0 a 0 0 3 v N CD N O PLANTING NOTES 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO BE EXISTING TOP SOIL FROM SITE AND ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW), FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V -SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS -BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: ### VERTICAL SCALE: ### OR ## INITIAL ISSUE: 04/05/21 REVISIONS: 05/03/21 ADDED DRIVEWAYS A ❑A PREPARED FOR: STANDARD CITY PLANTING NOTES (1) IN SUBDIVISION PLANTINGS, NOT LESS THAN TWO OR MORE THAN THREE SPECIES OF TREES SHALL BE PLANTED IN ANY BLOCK, AND NEITHER LESS THAN 20% NOR MORE THAN 50% OF THE TOTAL TREES PLANTED IN A BLOCK MAY BE OF THE SAME SPECIES. ONLY TREES LISTED IN § 92.46 SHALL BE PLANTED. (2) REQUIRED TREES SHALL BE PLANTED IN THE BOULEVARD AT A LOCATION RANGING FROM FOUR FEET TO TEN FEET FROM THE CURB. PRECISE LOCATION WITHIN THIS RANGE TO BE DETERMINED BY THE CITY. (3) REQUIRED SUBDIVISION TREES MUST HAVE A TRUNK DIAMETER OF AT LEAST TWO INCHES ATONE FOOT ABOVE THE GROUND. (4) REQUIRED SUBDIVISION TREES MUST BE PROTECTED AND SUPPORTED BY TREE GUARDS OF APPROVED TYPE. (5) NO REQUIRED SUBDIVISION TREE SHALL BE PLANTED IN SOIL TOO POOR TO ENSURE THE GROWTH OF THE TREE UNLESS 27 CUBIC FEET (THREE FEET X THREE FEET X THREE FEET) OF SOIL IS REMOVED AND REPLACED WITH SUITABLE LOAM. PLANTING DETAILS MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY MEYER DATE: 05/03/21 LICENSE NO. 26971 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or call811.com Common Ground Alliance NOT FOR CONSTRUCTION LANDSCAPE NOTES & DETAILS PROJECT NUMBER: 0030308.00 SHEET NUMBER: 9 OF DATE: 05/03/21 11 PRUNE OUT MISDIRECTED BRANCHES. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. PROVIDE ONE CENTRAL LEADER. P GUYING AND STAKING, AS REQUIRED, FOR GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND ° e� ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) e4 TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. a ° STAKE 3' (MIN.) BELOW GROUND. s° STAKING POSTS TO BE 2"X2" STAINED =dQ STAKING POSTS TO BE 2"X2" STAINED o WOOD OR PAINTED STEEL DELINEATOR WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. o ° ° AROUND AND OUTSIDE ROOT BALL. REMOVE CONTAINER, SCARIFY SIDES, AND e o�� �oo°$' SECURE TREE TO POSTS WITH 16" LONG SET SOIL MASS ON COMPACTED SOIL BASE a °n3o Pia °� SECURE TREE TO POSTS WITH 16" LONG �a a6 g POLYPROPYLENE OR POLYETHYLENE, 40 MOUND, MATCHING SHRUBS NATURAL POLYPROPYLENE OR POLYETHYLENE, 400�`� MIL., 1.5" WIDE STRAP. 00 q�ago°, °o MIL., 1.5" WIDE STRAP. +ice q GROUNDLINE WITH FINISHED GRADE MULCH AS SPECIFIED (AND FILTER FABRIC, • °deo ♦Q AS INDICATED) TREE WRAP MATERIAL FROM GROUNDLINE °�, ppb D U �o P EDGING AT PLANTING BEDS, AS SPECIFIED, UPWARD TO FIRST BRANCHES, AS REQUIRED. ° a COIJF o�J� ADJACENT TO LAWN AREAS PLACE MULCH, DEPTH AS SPECIFIED, OVER Q X PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS DO NOT PILE AGAINST TRUNK. -Iry- 2 BAL e L - PLANT PITS DO NOT PILE AGAINST TRUNK. BALL DIAMETER DIAMETER ° ' \ FORM 3" DEEP WATERING BASIN. \\ rr\ SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH \\ \ \ //�\//•�/�\/�/\\�/\\ / / FORM 3" DEEP WATERING BASIN. //�\//�//\///�/� /\/\ BACKFILL PLANT PIT WITH SPECIFIED \ \\/�\\// BACKFILL PLANT PIT WITH SPECIFIED BACKFILL BACKFILL SOIL. r / \i/\\ SOIL. �j\\ \ REFER TO AMERICAN STANDARD FOR BACKFILL PLANT PIT WITH SPECIFIED REFER TO AMERICAN STANDARD FOR\� / /� NURSERY STOCK FOR MINIMUM BALL SIZE. PLANTING SOIL OR AS APPROVED \\\ NURSERY STOCK FOR MINIMUM BALL SIZE. `\r\\ r` \�� \\ ROOT FLARE TO BE PLANTED AT OR NEAR ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET CONTAINER ROOT SOIL ON FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. UNDISTURBED SUBSOIL OR MILD SCARIFY SIDES AND BOTTOM OF HOLE. COMPACTED SOIL FOR DEPTH TO MATCH SET ROOT BALL ON UNDISTURBED SUBSOIL FINISH GRADE SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH TREES NATURAL GROUNDLINE WITH FINISHED FINISHED SITE GRADE. SITE GRADE. N.T.S. N.T.S. N.T.S. LAST REVISED: LAST REVISED: LAST REVISED: DECIDUOUS TREE PLANTING 10/19/18�Od LA28 EVERGREEN TREE PLANTING 10/19/18 LA29 Vft*CONTAINER SHRUB SHRUB & PERENNIAL PLANTING 10/23/18 LA27-C MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY MEYER DATE: 05/03/21 LICENSE NO. 26971 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or call811.com Common Ground Alliance NOT FOR CONSTRUCTION LANDSCAPE NOTES & DETAILS PROJECT NUMBER: 0030308.00 SHEET NUMBER: 9 OF DATE: 05/03/21 11 V C a� V a) Ln c 0 N 0 0 a 0 0 3 Ul v N 0 N O 0 a a 17 00 0 m 0 m 0 0 LU a J U / 0 O O 00 0 m CDM 0 CD PM 5114 { 5 13� m m m 5105 5104 1 r L 938 — SRO 5125 5124 10 IOU 5128 5127 511 ^ / \ 5118 11 511 5109 12 00 m 5101 5095 5096 �/— 5098 5091-5093 5088 VZK 5090 17 00 O 1 5074 _ 5072 5071 9 5076 5078 a I o � P I , I 940 938 936 111111111 8 6 5 940 940 INITIAL ISSUE: 04/05/21 13 19 C CF 5060 5059 14 6 5058 5101 5095 5096 �/— 5098 5091-5093 5088 VZK 5090 17 00 O 1 5074 _ 5072 5071 9 5076 5078 a I o � P I , I 940 938 936 111111111 8 6 5 940 940 INITIAL ISSUE: 04/05/21 15 19 0 rn 5060 5059 6 5092 HORIZONTAL SCALE: ### 5058 5101 5095 5096 �/— 5098 5091-5093 5088 VZK 5090 17 00 O 1 5074 _ 5072 5071 9 5076 5078 a I o � P I , I 940 938 936 111111111 8 6 5 940 940 INITIAL ISSUE: 04/05/21 PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 19 20 5060 5059 HORIZONTAL SCALE: ### 5058 940 75 ACI 938 26 938 25 5050 MAI 5023 5122 INFILT. BASIN (1p) \ 5012 NWL 931.5 OE 933.0 5011 o oW 936 HWL 934.0 i TREE PRESERVATION REQUIREMENTS / ro/ -LNki. � 934 Q / 5013 — 931.5 932 Ip/ 5014 5016 / 936 5017 / \ 5017 5019 002 5021 5018 s' / 5022—�5020 7 .9.z' `V 009 .5 �" 936 025 2 G 5024 5006 q � 5005 T / QO 026 5027 < 004 5008 — 50 j 07 5037 d 5035 T 5034 O33� 5029 / 17, C!�l q / OO o k 5043 I 5 31 5107 5044 27 � / Q 938 28 .9 \ 5046 ---� / 9'-'6 504 '9�---- 6 41, / 93 p " � 934 i 23 412 / / 29 / INFILT. BASIN (2P) 1538 11-1 ` NWL 932.5 936 534 OE 934.0 22 \ �� HWL 935.2 936 / -1' 41� 2 Q° 5054lb 5053 052 QOM O— / QOM �6 . � 50691 1 \ Q Q° O 5068 X5066 5067 9 ° \ 5062 5 ` 5063 Q / 5064 �• ` 065 9 �s 0 °� / ✓ ` \ ti Q �o X 9Fz T / / g46 A DESIGNED: CTY INITIAL ISSUE: 04/05/21 PREPARED FOR: MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 REVISIONS: CHECKED: 1H13 DRAWN: CTY Q 05/03/21 ADDED DRIVEWAYS HORIZONTAL SCALE: ### Q VERTICAL SCALE: ### OR ## 75 ACI A CREDIT OF ONE -AND -ONE-QUARTER (1.25) MULTIPLIED BYTHE AGGREGATE CALIPER (68 ACI SAVED x 1.25 = 73.75 ACI CREDITED) TOTAL ACI REPLACED/CREDITED T � _ STO � D � o 1 V 0 4 I 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY MEYER DATE: 05/03/21 LICENSE NO. 26971 STONY BROOK VILLAGE MONTICELLO, MINNESOTA SPECIMEN TREE REPLACEMENT REQUIREMENTS ANY CANOPY TREE WITH A DBH OF 36 INCHES OR MORE AND ANY UNDERSTORY OR ORNAMENTAL TREE WITH A DBH OF 10 INCHES OR MORE THAT IS NOT EXEMPTED AS A SPECIMEN TREE BY THIS ORDINANCE CREDIT AMOUNT A CREDIT OF ONE -AND -ONE-QUARTER (1.25) MULTIPLIED BY THE AGGREGATE CALIPER OF TREES THAT ARE NOT SPECIMEN TREES SHALL BE CREDITED AND APPLIED TOWARDS THE LANDSCAPING STANDARDS IN SECTION 4.1, LANDSCAPING AND SCREENING, WHEN THE TREES THAT ARE SAVED COMPLY WITH THE FOLLOWING MINIMUM SIZE STANDARDS: CANOPY TREES CANOPY TREES, WHETHER DECIDUOUS OR EVERGREEN, OF SEVEN INCHES IN CALIPER OR GREATER, MEASURED SIX INCHES ABOVE GROUND LEVEL UNDERSTORY/ORNAMENTAL TREES UNDERSTORY OR ORNAMENTAL TREES, WHETHER DECIDUOUS OR EVERGREEN, OF FOUR INCHES IN CALIPER OR GREATER, MEASURED FOUR INCHES ABOVE GROUND LEVEL. CREDIT APPLIED TOWARDS REQUIRED PLANTINGS THE CREDIT SHALL BE APPLIED TO THE AGGREGATE TREE CALIPER INCH STANDARDS FOR LANDSCAPING. IN NO CASE SHALL CREDITS SUBSTITUTE FOR MORE THAN 75 PERCENT OF THE REQUIRED LANDSCAPING MATERIAL. TREE REPLACEMENT CALCULATIONS TOTAL ONSITE SPECIMEN CALIPER INCHES: 806 DBH. IN. TOTAL TREES SAVED: 68 DBH. IN. TOTAL TREES REMOVED: 738 DBH. IN. ALLOWED REMOVAL WITHOUT REPLACEMENT 692 DBH. IN. TREE REPLACEMENT REQUIRED: 18 ACI EACH HEALTHY SPECIMEN TREE REMOVED OR DESTROYED SHALL BE REPLACED WITH THREE OR MORE REPLACEMENT TREES EQUALING OR EXCEEDING ATOTAL OF EIGHTEEN (18) AGGREGATE CALIPER INCHES SAVED TREES AVAILABLE FOR CREDIT: 75 ACI A CREDIT OF ONE -AND -ONE-QUARTER (1.25) MULTIPLIED BYTHE AGGREGATE CALIPER (68 ACI SAVED x 1.25 = 73.75 ACI CREDITED) TOTAL ACI REPLACED/CREDITED 57 ACI *CREDITTO BE APPLIED TOWARDS REQUIRED BUFFER PLANTINGS (CREDITED) LEGEND EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO BE REMOVED Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Call 48 Hours before digging: 811 or call811.com Common Ground Alliance • 0' 50' 100' 150' NOT FOR CONSTRUCTION SHEET NUMBER: VEGETATION PRESERVATION & 10 of PROTECTION PLAN 11 PROJECT NUMBER: 0030308.00 DATE: 05/03/21 V C a� V C: 0 N a� 0 a 0 0 3 v N O N O O 17 a a Ln 00 O m O m O O LU/ J a J_ U C) O O 00 O m O m O 0 PM 5002 5062 SIBERIAN ELM 11 x bd OFFSITE 5063 SIBERIAN ELM 9 bd OFFSITE 5064 SIBERIAN ELM 12 bd OFFSITE 5065 SIBERIAN ELM 14 bd OFFSITE 5066 SIBERIAN ELM 18 bd OFFSITE 5067 SIBERIAN ELM 6 OFFSITE 5068 SIBERIAN ELM 10 bd OFFSITE 5069 SIBERIAN ELM 14 x bd OFFSITE 5071 SIBERIAN ELM 15 x bd OFFSITE 5072 SIBERIAN ELM 33 bd OFFSITE SUGAR MAPLE 9 x REMOVED- EXEMPT- SIZE 5003 COLORADO SPRUCE 17 SAVED Call 48 Hours before digging: NORWAY PINE 16 pd REMOVED- EXEMPT- UNHEALTHY 5005 SUGAR MAPLE 46 REMOVED 5006 811 or call811.com 19 bd REMOVED- EXEMPT- UNHEALTHY 5007 GREEN ANQ WHITE ASH 14 bd REMOVED- EXEMPT- UNHEALTHY 5008 SIBERIAN ELM Common Ground A lance TREE TAG SPECIES SIZE (DBH) MODIFIER NOTES 5009 STATUS 7 TREE TAG SPECIES SIZE (DBH) MODIFIER NOTES 5010 STATUS 10 x bd REMOVED- EXEMPT- SIZE 5011 SIBERIAN ELM 19 x bd REMOVED- EXEMPT- UNHEALTHY 5012 SIBERIAN ELM 15 x bd REMOVED- EXEMPT- UNHEALTHY 5076 SIBERIAN ELM 6 x REMOVEQ- EXEMPT - SIZE 5078 SIBERIAN ELM 6 x bd REMOVED- EXEMPT- UNHEALTHY 5080 COTTONWOOD 7 x REMOVED - EXEMPT - SIZE 5082 SIBERIAN ELM 7 REMOVED- EXEMPT- SIZE NOT FOR CONSTRUCTION 5002 5062 SIBERIAN ELM 11 x bd OFFSITE 5063 SIBERIAN ELM 9 bd OFFSITE 5064 SIBERIAN ELM 12 bd OFFSITE 5065 SIBERIAN ELM 14 bd OFFSITE 5066 SIBERIAN ELM 18 bd OFFSITE 5067 SIBERIAN ELM 6 OFFSITE 5068 SIBERIAN ELM 10 bd OFFSITE 5069 SIBERIAN ELM 14 x bd OFFSITE 5071 SIBERIAN ELM 15 x bd OFFSITE 5072 SIBERIAN ELM 33 bd OFFSITE SUGAR MAPLE 9 x REMOVED- EXEMPT- SIZE 5003 COLORADO SPRUCE 17 SAVED 5004 NORWAY PINE 16 pd REMOVED- EXEMPT- UNHEALTHY 5005 SUGAR MAPLE 46 REMOVED 5006 SUGAR MAPLE 19 bd REMOVED- EXEMPT- UNHEALTHY 5007 GREEN ANQ WHITE ASH 14 bd REMOVED- EXEMPT- UNHEALTHY 5008 SIBERIAN ELM 12 bd REMOVED- EXEMPT- SIZE 5009 SIBERIAN ELM 7 x REMOVED- EXEMPT- SIZE 5010 SIBERIAN ELM 10 x bd REMOVED- EXEMPT- SIZE 5011 SIBERIAN ELM 19 x bd REMOVED- EXEMPT- UNHEALTHY 5012 SIBERIAN ELM 15 x bd REMOVED- EXEMPT- UNHEALTHY 5076 SIBERIAN ELM 6 x REMOVEQ- EXEMPT - SIZE 5078 SIBERIAN ELM 6 x bd REMOVED- EXEMPT- UNHEALTHY 5080 COTTONWOOD 7 x REMOVED - EXEMPT - SIZE 5082 SIBERIAN ELM 7 REMOVED- EXEMPT- SIZE DESIGNED: CTY CHECKED: JHB DRAWN: CTY HORIZONTAL SCALE: ### VERTICAL SCALE: ### OR ## INITIAL ISSUE: 04/05/21 REVISIONS: 05/03/21 ADDED DRIVEWAYS 0 "'I "A PREPARED FOR: 5013 SIBERIAN ELM 8 x bd REMOVED- EXEMPT- SIZE 5014 BOXELDER 7 REMOVED- EXEMPT- SIZE 5015 SIBERIAN ELM 12 bd REMOVED- EXEMPT- SIZE 5016 GREEN AND WHITE ASH 6 bd REMOVED- EXEMPT- UNHEALTHY 11 5074 SIBERIAN ELM 7 x REMOVEQ- EXEMPT - SIZE 5076 SIBERIAN ELM 6 x REMOVEQ- EXEMPT - SIZE 5078 SIBERIAN ELM 6 x bd REMOVED- EXEMPT- UNHEALTHY 5080 COTTONWOOD 7 x REMOVED - EXEMPT - SIZE 5082 SIBERIAN ELM 7 REMOVED- EXEMPT- SIZE MARK ELLIOT HOMES 17769 KENWOOD TRAIL LAKEVILLE, MINNESOTA 55044 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA CORY MEYER DATE: 05/03/21 LICENSE NO. 2697 STONY BROOK VILLAGE MONTICELLO, MINNESOTA Westwood Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc VEGETATION PRESERVATION & PROTECTION DATA PROJECT NUMBER: 0030308.00 SHEET NUMBER: 11 OF DATE: 05/03/21 11 .?r'*" , u :�'N• \"mar r it t fdaire�.. at��?:i�" - - _ r it * v.' �. 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(° ,it '�F4 ' '.x fIr, py I. ..� 1 ,! !,,:114 1 i R+ „rk ti �'ps.i ,V �� i : t: t`i�, r�. JC` J'.t h i ., '`.1 Vit' %i,to It.v�yh l�No toadti x.. 4 '} 1, w +JiV•,..YR .s } a 1,. { Nha�h to to to �R •i �( '� } r V s idt'`r •i { .'! a kAlr�r iY s : 4. A" �t S`` t •x•+ P ' }rd" y,�j� _ !loI, i i d ! i y ,�lr it ' z t , SVSc'E'€dmd Iv � R, ws '� Ar- x ti i �, j `! r �„ nx " } 1 It arit 4Y:Srii�� *0 I.I� �4�, i �.f .; ar, 3;< 'a!' �R�l I ���• "� �r� i .rx�� �i�' !r�'�� rf � H;` aw i CI r ttS �i'..�}r �,, f 44 1 fit At dd it � tl 16 ta a I I : at I of R h. Y or y( ;* A _ r iter r at + id :�' .load a h� ,. . . .x. y , rir - `ft.Llrl ryyra " }tom p 22 do I 4 do I Ail 14 01 rr ` k s.. _. +s F do 41 at too it 0 a it do JAI op TT AL I JL do it YY^�41 'V� 6, r.pwad t i Y r a W moo A A it I'Pi VIII- I- I do A oot < 1 W4 w ar7 i'i t SS t ! %.. t 4 V � p.€'i y�y � syr` " 1 t F'.4• sf-S to ; f { 1+.�,ei arts d:a aw'I low 1kN6 , a d off ik III . �R.� _ 114 1 3. It IAF or I two Ti 4 I If it W _\ tL PR it do: I It aft - "-- Ve It . It g I 1 1hit ' 1 _ too r 'ewei 11 drai -do KK 41 to At f tL �tow I" - �'*gym,;, .f'• It Ito at I _ t r oddow GENERAL NOTES: 1. ALL DOOR AND WINDOW HEADERS TO BE S.P.F. #2 OR BETTER, SEE PLANS FOR SIZES. 2. HOUSE TO BE BUILT PER CURRENT I.R.C. CODES. 3. VERIFY GRADES AND ADJUST FOUNDATION/FOOTING STEPS AS NEEDED. 4. SEE PLANS FOR CEILING HEIGHTS 5. 4' HIGH POURED FDN. WALLS STD. 6. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING AND FOUNDATION. 7. ALL TRADES & SUPPLIERS TO REVIEW & VERIFY INFORMATION PERTINENT TO THEIR WORK AND NOTIFY CONST. OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION 8. NOTED CABINET SIZES ARE +/- AND TO BE FIELD VERIFIED. 9. TRADES TO VERIFY BASE AND TRIM SIZE PRIOR TO CONSTRUCTION. 10. ALL WALLS MORE THAN 10'H. TO BE S.P.F. #2 OR BETTER. 11. EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY: HOME SITE, FILL AND TOPOGRAPHY WILL DICTATE ACTUAL GRADES AND MAY VARY FROM THOSE SHOWN ON THE PLAN. 12. NOTE: SUBFLOOR JOINTS SHALL BE STAGGERED FROM FLOOR TRUSS OR JOIST JOINTS 6' CORNER BD. SLOPE SIDEWALK AS REQUI ED TO MATCH DRIVEWAY HT. / SLOPE FRONT ELEVATION SCALE: 3/16" = 1'-0" AZ �L� oma" Q �*6 �o �. o IV •L a L � � •_ m � N L N w� o o� 3 rn C o.> : WL U N a�— J > a L a a Qo' N �— w C_0 a�06 ai ul 3 p C �— O p,_ aU Ja> (UD C: opCc: lo� N a t 3 a N t w a) UU} L E N Z a O ow °N L c)� Uo N a 0 t U a v v fl -t V J W O O O O V .ov PROJECT # 07 -00 -BUYER AGENT: BUYER S/O BUYER S/O STARTED: REVISIONS: 9-21-18 BID SET 1 SHEET, F VINYL SHAKE cD cD N N b� T.O. SLAB —8" TRIM —4" TRIM 6" TRIM TYP 12F-/ 2x OVER 10" TR 10" TRIM -BKT 12x24x3 (FYPON) ON 8" LP TRIM TYP. \ — VINYL SHAKE 7:12 12 �12 ALUM. SOFFIT &FASCIA H 00 Ll BKT 12x24x3- F (FYPON) ON 8" LP TRIM TYP. VINYL BD. H co W F a�� FIT 12 F co Ora H BKT 12x24x3- F (FYPON) ON 8" LP TRIM TYP. VINYL BD. H 12 W F a�� FIT 12 F co Ora 10" TRIM QC:AQ w U Q co of ofU VINYL SIDING ,,-- 4" LAP M M/ATIn 7:12 10" TRIM ni 2 H 00 Ll 8" TRIM - 4" TRIM— ' TRIM TYP. \�12 OVER 10" TRIM 10" TRIM VINYL BD. & BATTEN N b� T.O. SLAB 19 Qo N SL WiLUMEMIL .�_ -_ :...� .... _ . �. _. - . � � •�-� � � � SHOWN ON THE PLAN. SIDE ELEVATION SCALE: 3/16" = V-0" WE W> az BKT 12x24x3- F (FYPON) ON 8" LP TRIM TYP. VINYL BD. &BATTEN 12 W F a�� FIT 12 F Ora 2 H 00 Ll 8" TRIM - 4" TRIM— ' TRIM TYP. \�12 OVER 10" TRIM 10" TRIM VINYL BD. & BATTEN N b� T.O. SLAB 19 Qo N SL WiLUMEMIL .�_ -_ :...� .... _ . �. _. - . � � •�-� � � � SHOWN ON THE PLAN. SIDE ELEVATION SCALE: 3/16" = V-0" WE W> az F W Zd Ulm a W F a�� Ora a W � Q 0.Un�lu- zi d L y O m + a �.o E•°Lo-tm a •L N N � a L C > L 7 a (n �— N ��S v►0 0 �rn0LE ��0 W�0 �rn --o o --o 0 > CN. a E L U 0 J0 m � UL o>0)E7 N�; 2 0 3.-c � --a ov_ 3 om N O L 2 •� E E '�, •� m a JJ 0 L 0-0 N m — a�-o E Wcc3���0E H LL Ooa say u1 3 0 rnJ U - , � .aU -_ O J> C to O 0 a U om �-ca,v°U=mo �3ams Lv 0),- °� (n Zc00U) LE Ld w owy y C v ou 0 �aD03rn�a� oma s U a >� HaE v► V J W O F� O O O r v W C � w V � o PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 2 SHEET 11 OF 40'-0" 40'-0" 18'-0" 22'-0" 22'-0" 18'-0" zz W Q(QgF W Q �U � N I I }QUW� I�LL�WL Q I I I _ 1 Q 0 co I " I p •L a) a) p L N p- m N L N 0 0 c>`U U �oa,�3• crn C 0-2-5 c�, — Q C L U N p4-2 M oT y oa)=3EEL. v�•3 I 77 co N to ��� �}O w Cc • � ��C O p H N p -y_2 O L L N (q 3 O O rn� -a c O > p q C ID U J c N o N C--_—_----------- I � 20'-2" L� JJ2�6" I!i o N p N 3 � O�C •V) U a O �Q -----------_—_--� I II 2'-6"L _ J 20'-2" M M F -O L___JL---J w UNEXCAVATED 6'-3' O UNEXCAVATED � O °' _ 11 riliv - ` L� � � H °' 7 ih 3'-7i \3 -7, ih i STARTED: X REVISIONS: 9-21-18 BID SFT I� IL-- ---J r-- L---------- li i 77-/ ----------� --- / ____ /7//lit 1 JI -- i -- SHEET 3 11 OF Eo Lo L 00 I� �IFl / / / / / I I / / 6'-0" h'-4" 11 6' 8y" - 5' 5%z" / / / / / / 20'-6" / / / 20'-6" / 5'-5yz' 6'-8Y2" 11 6'-0„ cV u LI I\�J/II I /UNEXCAVATEDo/ % / /o /UN X AVATED o f LLFOPR, SL i i U -OR S B k I 1'-6" 6'-0" 1'-6" V-6" 6'-0" 1'-6" 11'6" -- g0 — — --19,6" — -- -- --- -- 90" — 19'6" 40'-0" J 40'-0" TWIN HOME FND PLAN SCALE: 3/16" = 1'-0" LV Y_\ I V—\LL—\I_ V --\./J �w-}W QjF zz W Q(QgF W Q �U }QUW� I�LL�WL Q _ 1 Q 0 co O a) c O N p N = p C L L p •L a) a) p L N p- m N L N 0 0 c>`U U �oa,�3• crn C 0-2-5 c�, — Q C L U N p4-2 J am p L c — O > ' oT y oa)=3EEL. v�•3 p -a OL L N p Q a) a) Qp to ��� �}O w Cc • � ��C O p H N p -y_2 O L L N (q 3 O O rn� -a c O > p q C ID U J p O �C �3pN£S w �� V U� N Zc0 Orn L Ld3aa) o°�v Cha 5�Ua,ao p N 3 � O�C •V) U a O �Q N > S U p >� Qs H p E to W F -O w O 0 � O W � � � W � w � � H PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 9-21-18 BID SFT SHEET 3 11 OF TWIN HOME MAIN FLOOR PLAN SCALE: 3/16" = V-0" Q� w 'dmaT 0 oaa NJ a �u 0 GREAT ROOM \ / � o N to / GREAT ROOM L. L� m o v y N �'3 _a L L N C 3v W U +oa��3' crn -0 - DEN J a� a) L c — Uoa>i0)E�;D (n 3 .- c C) 2.3 E E '5i.3 0 L DEN H N °tet N L L J U Oto -c U c °_ o > C (D c 0 a 0 J -0 O O 0)C.2 — SUITE(MINER'S I I I I Z c O O Ld (D o ° n I � N �301�QU SUITE I I a�i��p0o,a -c U 6 > Q --c �0E U) I w I I I I I I I I ---� I I I I I I I I ---� O v 0 0 w � � w� W O � H I DINING AGENT: X N BUYER S/O STARTED: X DINING 9-21-18 BID SIFT SHEET 4 11 OF LNDRY i i LNDRY / ------------- — — — — — — — — — — — — —i® 7771 0i =i — — — — — — — — — — — — — — O. BATH L-- I I -----------------� -� i i i MUDRM MECH. O --J U0 B T I I F- - MECH. MUDRM ---I L ---------J I KITCHEN o f I L ---------I KITCHEN l o 0 o I I I I o --- 7 } - -� I -I / II ° I I I o o I o- ° -A-TH z°'-6" 20'-6" O BATH ° / - - - 2 -CAR GARAGE N 2 -CAR GARAGE FOYER FOYER — — — — — — — BEDROOM #2 I I I I I I BEDROOM #2 I I I I I PORCH I I V-6" 0 1'-6" I I I I I I PORCH q 1'-6" co 1'-6" M "_C", 3'-0" 3'-0" 3'-0" TO — — — — r-� — — — — r � o w o 04 ----- LTJ J 11'-6" 9'-0" 19'-6" v 19'-6" 9'-0" 11'-6" 40'-0" 40'-0" TWIN HOME MAIN FLOOR PLAN SCALE: 3/16" = V-0" Q� w 'dmaT 0 oaa NJ a �u � o N to Oc0V1�a EO N a N - a � L t L L. L� m o v y N �'3 _a L L N C 3v W U +oa��3' crn -0 - o�> c�,-a QELU NO}- J a� a) L c — Uoa>i0)E�;D (n 3 .- c C) 2.3 E E '5i.3 0 L W °3 c -0 ccoo �tLE H N °tet N L L J U Oto -c U c °_ o > C (D c 0 a 0 J -0 O O 0)C.2 — w y N L O i O O c rn��o�LE Z c O O Ld (D o ° n r C7 O U 00 O � N �301�QU a�i��p0o,a -c U 6 > Q --c �0E U) w w O v 0 0 w � � w� W O � H PROJECT# 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 9-21-18 BID SIFT SHEET 4 11 OF NOTE: 1. 3/4" DIA. & 5/8" DIA. CAST IN EXTERIOR AND INTERIOR J -ANCHOR BOLTS MAY BE SUBSTITUTED FOR DRILL AND EPDXY USING A36 THREADED RODS WITH HILTI HIT-HY 200 ADHESIVE WITH 12" EMBEDMENT. A.B.'s TO FOLLOW PATTERNS AND DIA. AS NOTED ON THESE PLANS AND HAIR PINS MUST ALSO BE IN PLACE. 2. FOLLOW HILTI MANUFACTURER'S INSTRUCTIONS INCLUDING HOLE PREP AND CURE TIME. = - ARTIC FORM LOCATION - SUB SLAB RIGID INSULATION TYP. FDN. PL) SCALE: 1/4" = 1'-0" 40'-0" 1 18'-0" 22'-0" 1 7 I g \ -- --- � -- I o " NOTE: NO ANCHOR BOLTS IN DOOR OPNG. ABV. FOUNDATION NOTE: 1/2" DIA. ANCHOR BOLTS 6'-0" O.C. & WITHIN 12" OF ENDS OF EACH SILL PLATE 2 7 4 7 I N _ TYP. FDN. @ HOUSE NOTE: PLUMBING FIXTURES q EZ FORM FOUNDATION SYSTEM VERIFY LOCATIONS FOR RGHANS N 20'-2" Lam-—�J2'I-6" co NOTE: - TAPERED CONCRETE UNEXCAVATED FOOTER @ PERIMETER FILL FOR 4" CONC. SLAB 6'-3" �_-- - SEE DETAIL - I � M -- - T-7 F_ 4M 7 >�II J 7 O 9 9 l;Tf) lEo f) N L J RADON NO ANCHOR BOLTSG7 ---------------- WENT / / / IN DOOR OPNG. ABV/ r- - - - - - - - - - - -_ - - - -- 7 Eo -\FI 6-0" 1'-4„ I 6'-8%2" � 5'-5%2" / / / / 20'-6" lk di NOTE: / _____rARCTIC FORM TYP. / UNEX/ CAVATED / o / su�LAB RIGID INSOUL. @ GARA EN cq FOUNDATION NOTE: 6-0„ O C & WITHIN 12" OF ENDS OF EACH SILL PLATE NOTE: NO ANCHOR BOLTS I � IN DOOR OPNG. ABV. LINE OF EXT. WALL 7 4 AT FRONT PORCH r--__-_-_ _ / BFILL FOR OSNNC. LAB 7 F i SUBS AR GID NSULS@PORCH/ t/ OPNG. FOR 16_0_' GARAGE DR. ABOVELu 0 V-6" 6,-0„ V -6"U o N Q N 0 NN 7 40'-0" $ 7 � —� — NOTE: APPROX. 1,530 SQ. FT. FOUNDATION A Mr'Tli` CnDna TVD a� KAI 0 oma a �u AW is�b � o N to O vi -0 (Di N 0 N — a EO C, L (D m ID � N Gi '3 D L Gi C D-0 0)0 L.Ec>,o W U - +o(D c� o-2> cy� QELU o0}— J L c 7 U0(>DD)E ;D c —000 0(D o w 2.3 E E '�, •� .0 o L 0 0 0-0 V) �3-0�� N -03c-0 t H0 amt OCL U) 3 to J U -0 _ U o J ;��►�c0-0 a o 0)c 0_0_ �sNcv — Li y N L a i O E N 0)� U� U LE Ld 0 a- 3 N C aa)>,aoe, _c U 0 > �0E V) W O � w O � � � O LTi w W PROJECT# 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: SHEET 5 11 OF NOTE: 2X6 EXT. WALLS U.N.O 2X4 INT. WALLS U.N.O. NOTE: - STD. BASE & CASING TO BE PRINCETON - 1/2 WALL w/ WD. CAP & INVERTED CASING - 42" UPPER CABINETS DOOR ROUGH OPENINGS: BIFOLD DOORS: 82" OVER CARPET CERAMIC TILE & WOOD 82" OVER VINYL 1 3/8" WIDER THAN DOOR PREHUNG UNITS: 83" HEIGHT 2" WIDER THAN DOOR SRO = SHEET ROCKED OPNG FINISH SIZE NOTED ON PLAN (EXAMPLE: 2668 ) R.O. 1" WIDER, 83" HIGH CO = CASED OPENING (WOOD) FINISH SIZE NOTED ON PLAN (EXAMPLE: 2668 ) RO. 1 1/2" WIDER, 83" HIGH WINDOW SCHEDULE - PLY GEM FLOOR WINDOW LABEL RGH. OPNG. DESCRIPTION 2-2x10 V-6" N= FIRST LEVEL 8'-0" 1-T. 8'-0" HT. Al 72" x 96" PATIO DOOR A2 106" x 66" 3W SGL. HUNG A3 80" x 66" 2W SGL. HUNG A4 36" x 54" 1W SGL. HUNG A5 48" x 24" PICT. WDW. T-8" 7 Z - (4) 2x8 d J o Om 11 ;;I- 2'-2"11 o_ U_ co �e Lo N in A/C UNIT' L Cll w RAC 18'-0" 6-9" 3-2x10 �M� GIRDER NOTE: = ZERO BARRIER DOORWAY GREAT ROOM 13'-7" x 11'-10" (164 SQ. FT.) U) W U) =U O L ON C� LL 2 DINING 9' CLG. / LVP FLR. 13'-7" x 9'-4" (130 SQ. FT.) 2'-2" 111, 15-5%4„ -------------------- 8/OH ----- — — I I 3'-6" 12" FLUSH OH. LI _� 4(B r--- --� I I 1 22'-0" 3'-7" 9'-0" 8 13'-0" 3'-10" 5-2" 64" 6-8" 2-2x10 V-6" N= N N 8'-0" 1-T. 8'-0" HT. 00 c"t 0, ° M , N SOFFIT x 3-9 1/2" LSL 4'-0" 3'-3" 3-9 1/2" LSL (4) 2x8 ABOVE 7 91 o N N o o I 9' CLG. / LVPCD - O � o 3068 PKT. DR. U_ DEN >. OL. O N _ a � � L s L TR D. SH— w 00Y 9' CLG. / CARPET o O NER'S SUI IE Na 10'-1" x 9'-7" (98 SQ. FT.) � TRAY VAULT / CAR ET 12'-2i' x 13'-6" (168 SQ FT.) N� `r' DRYER N U L-C Z_O O� -2 W3a� o°cn U) `� \ \ U) 2'-0" 2'-0" 27" BASE — �L — v=i Z) U 6:12 � LAG x 8/0 H_S / LTUB All. F- — 1 06 6-7" x 5'-9" (39 SQ. FT.) o� —� I DOORWAY / \ 6„ $ 9' CLG. / LVT cin T-6" x 5'-9" U w O _ I I DWI _j oCO/ xp SMOKE � SD o / Ll U) zo \ N= L o 00 — FOR FP. LL N SOFFIT CHASE 4'-0" 3'-3" LL 7'-0" ABOVE o 6'-3" o N N o o I 9' CLG. / LVPCD - O � o 3068 PKT. DR. N to 0c 4)a,�v >. OL. O N _ a � � L s L TR D. SH— w N •� W� iNASHER I 11O. CLST � `�06 I `r' DRYER N U L-C Z_O O� -2 W3a� o°cn m2O `� \ \ 00 Ln 27" BASE — �L — v=i 9' CLG. / CARPET � I LSL FL VENT TO OUT � I ( ) r __rr4/0 x 8/0 H_S / LTUB All. F- — 1 06 6-7" x 5'-9" (39 SQ. FT.) Z e► j I DOORWAY / 6„ $ 9' CLG. / LVT cin T-6" x 5'-9" U w OPT. C'TOP. o ABV. W&D _ �6�p N REF. I I i - BUYER S/O (44 SQ. FT.v 4'-8" 6" 12" BOXOUT ✓ ° I 3068 PKT. DR. L a J R&SH SHEET 6 11 OF (V 9 cBATHTL___ 5'-5" x 12'-0" P.H. 1 6 L -O 3068 L. 9„ MUDRM POWER VENT \ / / OTE: STORAGE (67 SQ. FT U) w C? U) zo 2x6 WALL --------- -- L o 00 — FOR FP. LINE OF N SOFFIT CHASE l i KITCHEN e LL ABOVE o O o N N o o I 9' CLG. / LVPCD - O � o N to 0c 4)a,�v >. OL. O N _ a � � L s L 13'-6" x 9'-6" s e 30" D. W � �0�,�3' c� O -p -c w N -O O'O 7 O i N a �oLaoiav R&SH (130 SQ. FT.) GAS RANGHE PANELS H N Ods OCL_ L - Os rn� U}2._�, 40 `r' O O 0)C.2 — �s•N ° �—a v N U L-C Z_O O� -2 W3a� o°cn m2O I 2-9 1/2" MICRO AB \ \ 00 Ln �0E rn NOTE: / � I LSL FL VENT TO OUT � I ( ) r __rr4/0 x 8/0 H_S ZERO BARRIER / DOORWAY / w� W N / 1 REF. I I i - BUYER S/O \ 4'-8" 6" 12" BOXOUT ✓ ° I \ /20'-6" SHEET 6 11 OF (V \ / I 2x6 TB RADON \ / / OTE: STORAGE C3 / \ a Z-10" BATH O L(3CL. VENT 9„ \ - / LVT - NOTE: PULL- \ T ou) = T-11" x 64" P. H. o 9' CLG. /LVP N -i (42 SQ. FT.) . r--- ire (VERIFY LOCATION) \ co LL _ APPROX. 541 SQ. FT. U) C,f (5) SH. ,�O`O� s ►M i `1'=R=TR 9' CLG. / LVP U / PANTRY 2 -CAR GARAGE \ \ 1 I-_ o I� R&S H 8'-4" o N / 2x6 WALLS U.N.O. \ 9' CLG. -- — — — — --- - p O �9-� ' CLG. / / LVP o N CARPET = U o 04 `0 GYP. BD. WALLS TO BE 1/2" GYP. cf) ��� = 06 �o ti CO/ 101Lo 6� 2 SMOKE® I oo I 5/4 x.8/0 H. SRO N--- - 5'-10%4" 2'-6" 0' 4'-5" 6-83/4" SD U) w C? U) zo 2x6 WALL w 7dma� U) — FOR FP. LINE OF SOFFIT CHASE 9'-0" LL ABOVE 42" W. CONC. O 60x36 SF.D.2-1668 5'-0" r"coll O � o N to 0c 4)a,�v >. OL. O N _ a � � L s L a•L W (D v N> j m L L O 6" W � �0�,�3' c� O -p -c w N -O O'O 7 O i N a �oLaoiav R&SH EXICH. H N Ods OCL_ L - Os rn� U}2._�, 40 IBRGL UNIT I TYP. MAIN FLOOR PLAN NOTE: SCALE: 1/4" = 1'-0" - - 2x8 WALL NOTE: ZERO BARRIER SIDEWALK (NO STEPS) - SLOPE SIDEWALK AS REQUIRED TO MATCH DRIVEWAY HT. / SLOPE 9' CLG. / LVP 5'-11" x 9'-1" Ci (55 SQ. FT.) O BEDROOM #2 9' CLG. / CARPET 12'-0"x12'-7" (151 SQ. FT.) NOTE: ZERO BARRIER DOORWAY 12"S.I V-6" o M 3'-0„ 9' CLG. /LVP MECH. WH it MFG. ROOF TRUSSES ®J it LVT w 7dma� @ 24" O.C. — J LINE OF SOFFIT 9'-0" 40'-0 42" W. CONC. SIDEW, 60x36 SF.D.2-1668 5'-0" r"coll � o N to 0c 4)a,�v >. OL. O N _ a � � L s L a•L W (D v N> j m L L O (/1 aCi_ �O' E ur) W � �0�,�3' c� O -p -c O + > C f= L U o O}— Q N -O O'O 7 O i N a �oLaoiav R&SH EXICH. H N Ods OCL_ L - Os rn� U}2._�, 40 IBRGL UNIT O O 0)C.2 — �s•N ° �—a v 2-9 1/2" LSL U L-C Z_O O� -2 W3a� o°cn m2O p> -0a0 \ \ NU>.p00�a s �0E rn NOTE: / � ZERO BARRIER / DOORWAY / w� W / 1 PROJECT# 07 -00 -BUYER 4'-1" BUYER S/O \ 4'-8" 6" 6'-3" \ /20'-6" SHEET 6 11 OF \ / I \ / / OTE: STORAGE C3 / \ TRUSSES ABV. _o \ (AQPPROX. 14'x13') NOTE: PULL- \ DOWNSTAIRS \ (VERIFY LOCATION) \ APPROX. 541 SQ. FT. U) ix U / 2 -CAR GARAGE \ \ 1 I-_ o I� 4" SLOPED CONC. \ o N / 2x6 WALLS U.N.O. \ -- — — — — --- - p U GARAGE CEIL. TO BE 5/8" TYPE'X' O 04 GYP. BD. WALLS TO BE 1/2" GYP. SHEATHING. ALL WALLS & CEILINGS TO HAVE ONE COAT FIRETAPE 2-2X10 PORCH CONC. 1'-6" o 16'x7' O.H.D. z O U LU a O J U) 3'-0" I . +o ' I R.O. 16-1" FRAMIN 2-2x8 (DR) it MFG. ROOF TRUSSES ®J it w 7dma� @ 24" O.C. — J LINE OF SOFFIT 9'-0" 40'-0 42" W. CONC. SIDEW, 3-16" LVL 12" SQ. LP COL. SON 20" STONE COL. 9'-8" 1 19'-6" 8 — — NOTE: ASPHALT DRIVEWAY 9'-10" M 0 r` N 0 N (V APPROX. 1,622 SQ. FT. APPROX. 9 -0 CLG. @ MAIN LEVEL Q� w 7dma� �o�fx N Q �U isp, Offs � o N to 0c 4)a,�v >. OL. O N _ a � � L s L a•L W (D v N> j m L L O (/1 aCi_ �O' E ur) W � �0�,�3' c� O -p -c O + > C f= L U o O}— Q J a> a� L c •- U o a>i S=_� vi E-0 -O O'O 7 O i N a �oLaoiav ao v► M3�r� (!1 °acs H N Ods OCL_ L - Os rn� U}2._�, 40 o j C W c 0 a 0 J -0 O O 0)C.2 — �s•N ° �—a v a w y N s O i O C OC y M, U— U L-C Z_O O� -2 W3a� o°cn m2O p> -0a0 c N aL >.= c o— NU>.p00�a s �0E rn w w v O 0 W w� W PROJECT# 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: SHEET 6 11 OF NOTE: ARCTIC FORM 7/16" FIRE RETARDANT ROOF SHTG. (4'-0" WIDE) 4'-011 DUCTS PENETRATINGIWITHIN 4'-0" AREA MUST BE ENCLOSED IN AN APPROVED FIRE DAMPER. LINE OF LEGAL VENT AREA FOR ROOF PENETRATION - NOTE: EACH WALL TO MEET UL DES U341 -1 HR. FIRE RATING 2 LAYERS 5/8" FIRE CODE TYPE X GYP. BD. ON CLG. 1 6LU I IUN 7 SCALE: 1/4" = 1'-0" IBRANE OVER SHEATHING— IM @ IOTTOM IM @ BOTTOM )NE TRTD. WD. N STRONG TIE Ab46z GARAG E i GARAG E - FLUE CAP ROLLED METAL STOCK -OVER MEMBRANE (APPROX. 1/4" SLOPE) , 8" TRIM 4" TRIM SHAKE SIDING BLDG WRAP OVER 1/2" SHEATHING 2x6 STUDS 3 FP CHASE CAP DET. 7SCALE: 1/4" = 1'-0" NOTE: (2) INDEPENDENT TYPE'A' WALLS (UL -U341) SUB SLAB RIGID INSUL. 5/8" TYPE'X' GYP. @ GARAGE PARTY WALLS 2x6 STUDS 16" O.C. 1" AIR SPACE _ 2x6 STUDS 16" O.C. 5/8" TYPE'X' GYP. 4" SLAB -' SOUND INSULATE (STC 55-59) RAL TL11-160 TRTD. SILL PLATE 2,-0„ 2'-0" 2 TYP. PARTY WALL 7 SCALE: 3/8" = 1'-0" 6x6 W10xW10 WWM SLAB REINFORCEMENT ANCHOR BOLT TO BE EPDXIED IN VAPOR BARRIER AS REQ. COMPACTED GRANULAR MATERIAL GARAGE COMMON & PERPENDICULAR PARTY WALL FOOTING DETAIL SCALE: 3/8" = V-0" 1'-4" or 2'-0" 6x6 W10xW10 WWM SLAB REINFORCEMENT SUB SLAB RIGID INSUL. ///,-4" SLAB VAPOR BARRIER AS REQ. COMPACTED GRANULAR MATERIAL GARAGE COMMON &PORCH 1 WALL FOOTING DETAIL SCALE: 3/8" = V-0" wW�W age HiN�nvrt aUL i i v BE EPDXIED IN JCHOR BOLT TO 6x6 W10xW10 WWM W o a�� EPDXIED IN SLAB REINFORCEMENT (2)INDEPENDENTTYPE'A'wALLs 6x6 W10xW10 WWM 5/8" TYPE'X' GYP. SLAB REINFORCEMENT SLAB - �uQ�W SUB SLAB RIGID INSUL. GABLE END TRUSS 16" O.C. VERTS 5/8" TYPE'X' GYP. NOTE:4TYP.:=;-'- D INSUL. 4" SLAB 1"AIR SPACE 5/8" TYPE'X'GYP.GABLE ARCTIC FO 4" SLAB C > L 3 p N— O N p 0 0 D7p L E� �>`U LIJ U o �,� 3" c -0�-oa�c: QELU Np�a END TRUSS 16" O.C. VERTS (EZ FORM)5/8" p OL L N p p Q Q p 0)).s0 fit Wc�-0 E O O°' ; of�30 TYPE'X'GYP.VAPOR _�— O Np �j C N a U J p O 0 0 — � 3 p wrn��E Z cO o W3Qac o -0y BARRIER AS REQ. d)-_ QU 0, Q NU> a VAPOR BARRIER AS REQ. HpE rn �° w � W COMPACTED GRANULAR MATERIAL C) �C) o w � � 2'-6" 2'-0" I, � � H V .c PROJECT # 07 -00 -BUYER COMPACTED GRANULAR MATERIAL BUYER S/O BUYER S/O STARTED: X REVISIONS: 6 TYP. EXT. FOOTING DETAIL R-4 INSUL. 7 SHEETI 1 OF ryl��7 SCALE: 3/8" = 1'-0" 4 TYP. EXT. FOOTING DETAIL GARAGE 7 SCALE: 3/8" = 1'-0" HOUSE or PORCH NOTE: (2) INDEPENDENT TYPE'A' WALLS (UL -U341) SUB SLAB RIGID INSUL. 5/8" TYPE'X' GYP. @ GARAGE PARTY WALLS 2x6 STUDS 16" O.C. 1" AIR SPACE _ 2x6 STUDS 16" O.C. 5/8" TYPE'X' GYP. 4" SLAB -' SOUND INSULATE (STC 55-59) RAL TL11-160 TRTD. SILL PLATE 2,-0„ 2'-0" 2 TYP. PARTY WALL 7 SCALE: 3/8" = 1'-0" 6x6 W10xW10 WWM SLAB REINFORCEMENT ANCHOR BOLT TO BE EPDXIED IN VAPOR BARRIER AS REQ. COMPACTED GRANULAR MATERIAL GARAGE COMMON & PERPENDICULAR PARTY WALL FOOTING DETAIL SCALE: 3/8" = V-0" 1'-4" or 2'-0" 6x6 W10xW10 WWM SLAB REINFORCEMENT SUB SLAB RIGID INSUL. ///,-4" SLAB VAPOR BARRIER AS REQ. COMPACTED GRANULAR MATERIAL GARAGE COMMON &PORCH 1 WALL FOOTING DETAIL SCALE: 3/8" = V-0" wW�W age �oa� 0_q W o a�� LU �uQ�W �N 1 a €o I oa)�'��a >� = p � O N p N p •� a� a� p L N p• -mom NL N C > L 3 p N— O N p 0 0 D7p L E� �>`U LIJ U o �,� 3" c -0�-oa�c: QELU Np�a •- O > —� o� 0 0� y a) EE�,•3 p OL L N p p Q Q p 0)).s0 fit Wc�-0 E O O°' ; of�30 _�— O Np �j C N a U J p O 0 0 — � 3 p wrn��E Z cO o W3Qac o -0y (D a U N00 d)-_ QU 0, Q NU> a 6 sop>�as HpE rn w � W C) �C) o w � � � W � w � � H V .c PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 7 SHEETI 1 OF "I JCLr I IUIV —.._. _._....... SJCALE: 1/4" = 1'-0" 8 r2-� SECTION @ OPPOSITE UNIT - - - SCALE: 1/4" = 1'-0" EZ FORM "ARCTIC" 3 FORM @ PERIMETER ��8j N.T.S. installation note: 1. backfill over monoslab ez form prior to pour. 2. ensure gravel bed and corner extensions are installed in accordance with IRC 403.3 3. gravel fill over interior form to blend with 4" gravel bed under slab (provide vapor/moisture barrier per plan) overlap 2x8 24" min. @ all monslab joints butt monoslab forms together, no or special connection required. EZ FORM TYPICAL 4 INSTALLATION DETAI L N.T.S. DE FORM (IF -1212 -LIC) Standard INSIDE FORM (IF -1212 -RIC) (if applicable) Standard surveyor stake @ 16" o.c. around entire perimeter. After pour, break stake and pound into foam. stake to remain in place. 4' Gravel bed to accomodate extensions at corners if necessary. See IRC 403.3 for regional requirement Butt 2x8 and fasten (3) 3" Grabber Screws to secure screed board STANDARD RIGHT HAND OUTSIDE CORNER (S -1616 -ROC) STANDARD LEFT HAND OUTSIDE CORNER (S -1616 -LOC) Lu Q� m 'dma� 0 oma a �u ry mk 7 a � o Vl V1 O'i1n ��0 O a) N — a 4 L � L 0 D C > C 3v 0)0 C� c>`U W U - +o(D C� vo0o-C C 0 > Cyd Q C L - U 0 0} J a> C - U o 0 MEQ v; E0 0 3 .- c — -0 0'0 7 O 0 V1 0 QL) E E 'tn •� 0, 8d 0-0 0-0 Vl N 013-0C� UJ 03C-0 � HN Oft OCL N •- Vl 3 O O > C W C 0 a U J -0 O O 0)C.2 — �sNCv — i p C 0C y U� U L C ZC0 0U) W3a� 0 CC C7aa�-CUNao �N0301�Q0 C 'V) _ O NU �p 0Q -C U 0 > Q -t H 0 E uJ CJS w O w O � � � O w � � W O � H PROJECT# 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 9-21-18 RIDSFT SHEET 8 11 of 11-611 11-611 1 ROOF PLAN 9 SCALE: 3/16" = 1'-0" 1'-6'1 VON �Lu >- QjF zz W QmaF Ul Q �U f�LL�LU W � o o��I v��v >. � O LLw p a) = p � � L p •L a) a) p L M a) p — () L a) C > L 3 -0 a)_ O N p0 0 D7p L E� �>`U U O O�> c • - Q L U N p� J a) O I- 0> •— OU > � a)� E� via) .— � c —� O-0 Oa v o a!M= E Et p -a OL L N p 0-0 L. a) a) -- -0, 0 Q p (D ---o fit W c : �L. E a) 0�, p�L. O Z _�_ O > p 0 C a) � U J p O 0) s.-0 � a) v � 3pa)s Wrn��U.LEN Z C OO (n W 3 aa) o °� v Cha ��Ua)a0 p a) a-3 d)�_ 0- a) a)L. Oa) Q N U> 00 sop>�as H0E w w O O v O W V .c PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: g-21-18 RIF) SET 9 SHEET of 11 MAIN FLR. ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET DUPLEX OUTLET (GROUND FAULT PROTECTED) G.F.I.P. HALF -SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 4 FOUR-WAY SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT EYE BALL FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT -----J FLOURESCENT LIGHT FIXTURE Q EXHAUSTFAN O� EXHAUST FAN/LIGHT COMBINATION CH CHIMES (OPTIONAL) SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR TELEPHONE (OPTIONAL) N TELEVISION (OPTIONAL) 0 THERMOSTAT ELECTRIC METER ELECTRIC PANEL ® SPEAKER (OPTIONAL) FAN/LIGHT COMBO .� (./' PREWIRE, PROVIDE w 'dma� ADEQUATE 0 oma SUPPORT u _O o- 4 BULB FIXTURE _O� 3 BULB FIXTURE GARAGE DOOR coo OPENER OUTLET x------- - FLUORESCENT LIGHT PER SPEC 200 AMP SERVICE LIGHTING PACKAGE: T.B.D. LINE TO DRYER: T.B.D. Q� w 'dma� 0 oma a �u N a mk M a � o N to O (D Lo104O N O N - � � L s L 0 N _a L L N >'3 c 3 0 O)0 L. Ec>.0 W U - +oa��3' c� —O—O'-C O o+> cy:5 Q� L U N 0}— J a� L c — U -0DE�� _363 (n .- c --00,0 7O0N 0� 2 •� E E 'y •� 0 .0oLO'O ,� 0-0 "o L— °acs E H N Ods OCL O"'•— rn3 O to J U . _ U c °- o ;��►�c0-0 J -0 0 O 0)C.2 — Qsyco�-�v v►0�7DNs v E wrn0'rUL y Z c o ow 0'.0 n C7 °oma= -2 0 o0-3rmmQU c 'Vq _ U e, U) N �p sU0 6-s �vE rn U� w w 0 O v 0 0 w � � W PROJECT# 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 9-21-18 BID SET 1 OSHEET,of 1 MANTLE PER SPECS I 12" SURROUND @ FRONT ONLY PER SPECS (SHTRCK. @ SIDES) 42" W. GAS F.P. R.O. 42"x 8 1/4" x 16 1/4" NO HEARTH 72 1/2" FIN. 54" T7 (REF. ONLY) N OPT. C o BUILTINS N 4'-0" GATHERING RM. F.P. ELEV. SCALE: 3/8"=1'-0" NOTE: PUCK LTS. AT C -,I ASS nnnRS 1, 1'-9" 1, 1'-9" 1, 3'-5 1/4" 1. 1'-9" I. 1'-9" OPT. BUILT-INS ( SCALE: 3/8"=1'-0" DINING ELEV. CROWN MOULDING CROWN U) Q 01 U) Q U) Q U) Q ANITE TOP w/ OPT. BUILT-INS 2'-6" 2'-6" G 01 2'-3" 000000 �uQ�W 0 APPROX. 27" D. 0 Q a_ 0 D.W. SPACE 0 o U �0�,�3 crn -0 0.--0c o�> C�, - QELU 0C) � 1, 1'-9" 1, 1'-9" 1, 3'-5 1/4" 1. 1'-9" I. 1'-9" OPT. BUILT-INS ( SCALE: 3/8"=1'-0" DINING ELEV. 0 ti 2 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" WALL MOUNT MIRROR ITE C 3LE C 2'-6" ol ol 6 BATH ELEV. 11 SCALE: 1/4"=1'-0" CROWN MLDG 24" DEEP 15'D. N MICRO ND PANEL (VENT TO 1'-3" OUTSIDE) 1'-3" REFRIG. SPACE 0 0 RANGE 0 0 SPACE 0 D M 3'-0" 1'-3" 2'-6" 1'-3" lool 2'-0" 3'-0" '-0" 3 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" 4 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" WALL MOUNT CROWN MOULDING MIRROR 11 OP f . UPORS CD NOTE: WHITE CULT. �L JL —1 L JL co NO MA BLE C'TOP. 2'-6" 2'-6" MARBLE C TOP. LTUB L olti D I RAISED Lin C'TOP WASH. DRYER M w/ FRONT SPACE SPACE LOAD W&D N OPT. 2" SUPPORT 2'-3" 1'-6" 2'-3" 2'-3" w/ RAISED TOP 6'-0" 7 1' O. BATH ELEV. SCALE: 3/8"=1'-0" g LNDRY. ELEV. 11 SCALE: 3/8"=1'-0" W � W QjF CROWN MLDG 01 zz W Q(OaF W Q �U 01 2'-3" 2'-9" �uQ�W 0 0 Q a_ SINK D.W. SPACE 0 o U �0�,�3 crn -0 0.--0c o�> C�, - QELU 0C) � J m o > rn ' U - E��;£� C —� 0:3 o� Vl o �=•3 F E.�i p L N � p � Qvi p �— 1'-3" 1'-9" 3'-0" 2'-0" 1'-6" � w c� �E 9'-6" z � °_ O > p q 86 CN- U J -p p O �C o — 0 ti 2 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" WALL MOUNT MIRROR ITE C 3LE C 2'-6" ol ol 6 BATH ELEV. 11 SCALE: 1/4"=1'-0" CROWN MLDG 24" DEEP 15'D. N MICRO ND PANEL (VENT TO 1'-3" OUTSIDE) 1'-3" REFRIG. SPACE 0 0 RANGE 0 0 SPACE 0 D M 3'-0" 1'-3" 2'-6" 1'-3" lool 2'-0" 3'-0" '-0" 3 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" 4 KITCHEN ELEV. 11 SCALE: 3/8"=1'-0" WALL MOUNT CROWN MOULDING MIRROR 11 OP f . UPORS CD NOTE: WHITE CULT. �L JL —1 L JL co NO MA BLE C'TOP. 2'-6" 2'-6" MARBLE C TOP. LTUB L olti D I RAISED Lin C'TOP WASH. DRYER M w/ FRONT SPACE SPACE LOAD W&D N OPT. 2" SUPPORT 2'-3" 1'-6" 2'-3" 2'-3" w/ RAISED TOP 6'-0" 7 1' O. BATH ELEV. SCALE: 3/8"=1'-0" g LNDRY. ELEV. 11 SCALE: 3/8"=1'-0" W � W QjF zz W Q(OaF W Q �U IflLL�W� �uQ�W � o oa)�v��v p •L N N p L N - m N L N EsL > C > 3 "p D7p L E� �>`U U �0�,�3 crn -0 0.--0c o�> C�, - QELU 0C) � J m o > rn ' U - E��;£� C —� 0:3 o� Vl o �=•3 F E.�i p L N � p � Qvi p �— o av rn � w c� �E 0 J z � °_ O > p q 86 CN- U J -p p O �C o — �s �° m v 3-pNS w rn ,c) E N Z c o o U' a U NCO "p N �3 d)— QU 0o0Q sop>� H0E W O W O C) � O W W � W� W O V � .Ov PROJECT # 07 -00 -BUYER AGENT: X BUYER S/O BUYER S/O STARTED: X REVISIONS: 9-21-18 BID SET SHEET 11 11 OF 2 0 0 (7 Z LU M W 0 00 a a M Z �i J 0 IL a LU Z Z 0 W W W W Z W a a Z LU X 0 n wsb June 24, 2021 Mr. Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Stony Brook Village Preliminary Plat/PUD Plans — Engineering Review City of Monticello Project No. 2021-014 WSB Project No. R-018305-000 Dear Mr. Leonard: We have reviewed the Stony Brook Village Preliminary Plat and PUD plans dated May 3, 2021 as prepared by Westwood Professional Services, Inc. The applicant proposes to construct 28 twin - home lots with a 7.5 acre subdivision. The plans and engineering documents were reviewed for general conformance with the City of Monticello's general engineering and stormwater management standards. We offer the following comments regarding the engineering and stormwater management standards. Preliminary Plat & General 1. Elm Street right-of-way is shown as a minor collector, it should have a full right-of-way width of 80' or 40' each side of the centerline instead of the 33' shown. 2. Provide an actual street name for the development. Label adjacent street name on the plat/plans. 3. On the plat, show and note drainage and utility easements and outlot locations. 4. At the conclusion of the Final Plat submittal provide copies to the City of all required permits from regulatory agencies (MCES, MPCA, MDH, NPDES, etc.) Existing Conditions (Sheet 3) Add a removals plan to the set (could be included with the existing conditions plan). Label existing utilities pipe sizes and material types and include hatching/notes for removals of all existing improvements (structures, curb, bituminous, concrete aprons, fences, etc.) proposed to be impacted with the project. K:\018305-000\Admin\Docs\2021-05-24 Submittal\_2021-06-24 LTR - MEH Stonybrook PUD - WSB Engineering Review.docz Stony Brook Village Preliminary Plat & PUD Plans — Engineering Comments June 24, 2021 Page 2 Preliminary Grading, Drainage, Erosion Control (Sheet 4) 6. An NPDES permit is required for land disturbing activity of one acre or more. With final plan provide a SWPPP meeting NPDES requirements. A more detailed review of the erosion/sediment control plans will be conducted with the final plat submittal. 7. Provide additional drainage and utility easement for the storm sewer adjacent to Lots 22 and 23. Easement widths should meet 1:1 slope requirements with the invert of the pipe and have a minimum width of 20' centered on the pipe. 8. Provide rim/invert elevations for all proposed inlets. Provide pipe grades/slopes and sizing for all pipes. 9. Provide maintenance agreements for who owns and maintains retaining walls in the future. Retaining walls greater than 4 feet in height shall be designed and certified by a registered professional engineer and shall include a safety railing at the top of the wall. A drainage swale is required behind all retaining walls. 10. Show all storm sewer maintenance access routes for structures outside of the street, add a note saying that "maintenance access shall be a minimum of 12 -feet wide with 10% max side slopes" to the grading plan. 11. Rear and side -yard drainage swales shall have a minimum 2% grade. Verify all swales meet the minimum 2% grade and provide drainage arrows and grade percentages at each swale location. 12. Clarify where the area at the southern and southwestern corner of the development drains. Provide flow areas and proposed spot elevations. 13. Update typo of 77th Street to 7t" Street'. Street Improvements 14. A 10' wide pedestrian trail will need to be added along Elm Street. 15. A 6' wide concrete sidewalk will need to be added along one side of the internal development street. 16. The radius to back of curb of the cul-de-sac (46') does not meet the requirement of City standard detail plate 5010 (50'). 17. Provide horizontal curve information for all segments of the proposed street. 18. With final plat/plans provide the following: a. Subgrade draintile will not be required unless clayey or those with high silt content are encountered. The applicant's geotechnical engineer shall be responsible for reviewing and providing a final recommendation. b. Draintile (Rigid PVC) will be required in locations where sump pumps are proposed to be connected. Include tracer wire and cleanouts every 200 feet. See City detail plate No. 4011 and Appendix D of the City's general specifications. c. Show mailbox cluster locations on the plans. K:\018305-00MAdmin\Docs\2021-05-24 Submittal\_2021-06-24 LTR - MEH Stonybrook PUD - WSB Engineering Review.docx Stony Brook Village Preliminary Plat & PUD Plans — Engineering Comments June 24, 2021 Page 3 d. Provide a street lighting plan. Show streetlights on utility and street plans. Preliminary Utility Plan (Sheet 5) 19. With final construction plans, provide confirmation of MDH (watermain) and MPCA (sanitary sewer) plan review and permitting. 20. A note should be added to the plans that the City will not be responsible for any additional costs incurred that is associated with variations in the utility as -built elevations. These elevations shall be verified in the field prior to construction. 21. Reference that plans should comply with the requirements in the City General Specifications on the Cover Sheet. 22. A note should be added saying the City specifications require that sanitary sewer and storm sewer require televising. Video files shall be provided to the City for review. 23. The building department will review the hydrant location/spacing and emergency vehicle access/circulation and provide comments separately from this letter. Hydrant spacing shall be no more than 400 feet. 24. Show/note dimension of drainage and utility easements where pipes are present. 25. Provide dimension for 10 -foot separation between the watermain and sanitary sewer. Add a dimension note(s) on the plan view. 26. Note the material grade of the water and sanitary sewer pipe. 27. Shift sanitary manhole MH -7 and the hydrant at the end of the cul-de-sac to the east to move the hydrant and valve further away from the Lot 17/18 driveway. 28. With final plat submittal, provide the following: a. Water, sanitary sewer, storm sewer profiles. b. Include crossings of utilities in profiles. c. Add notes at crossings to the effect of "Maintain 18" Separation, Install 4" Rigid Insulation". d. Provide water and sanitary sewer service locations to each lot along with standard elevation information. e. Label all watermain fittings. f. Private utility conduit crossings shall be shown for the joint trench. This will be coordinated with the City and private utility companies prior to construction commencing. g. If dewatering is anticipated, provide a dewatering plan. 29. Update typo of '77th Street to 7th Street' 30. Show the storm sewer schedule, add the build depth of each structure. Catch basin manholes are not allowed to be deeper than 6 feet plus the sump. The minimum catch basin depth is 4 feet per the City's Design Manual. 31. Note connections to existing storm sewer structures and storm sewer pipe stubs. K:\018305-00MAdmin\Docs\2021-05-24 Submittal\_2021-06-24 LTR - MEH Stonybrook PUD - WSB Engineering Review.docx Stony Brook Village Preliminary Plat & PUD Plans — Engineering Comments June 24, 2021 Page 4 32. Abandon existing utility services per City requirements. Civil Details (Sheet 6 and 7) 33. Include all applicable water, sanitary sewer, and storm sewer City standard detail plates. 34. Provide typical section/detail for stormwater improvements and control structures. 35. Include updated typical street section detail. City staff will provide. Preliminary Landscape Plans (Sheet 8 and 9) 36. Update typo of '77th Street to 7th Street'. 37. See additional comments directly from City Staff. Traffic & Access 38. Based on the proposed site plan and number of homes proposed (28 townhomes), the development will not generate enough trips to require turn lanes on Elm Street. The driveway is spaced far enough from 7th Street so as not to impact traffic operations at either location. 39. A sight line analysis should be completed for the development access that includes consideration for proposed landscaping and other visual impacts. Provide a detail/exhibit. Stormwater Management 40. Rate Control - Based on information provided rate control is being met. Existing Peak Discharge Rates Offsite 100Sl Orm %R -Existing Total Offsite Event 1X- Existing North Drainage 2X -Existing East Drainage SX- Existing West Drainage Drainage 2 -Yr 0.00 0.9a 0.00 0.00 W -Yr 0.14 0.20 0.01 034 lOGYi 7.73 3-32 0-46 5-70 Proposed Peak Discharee Rates Offsite IcfsS 5ubcatchment Required Provided Storm 15- Proposed North 2R - Combined Pond 35- Proposed West PR - Proposed Total OffiSiTe Event Drainage - Ofiiste Discharge to Storm Sewer Drainage - Offsite Drainage 2 -Yr 0.00 0.00 0.00 O.Do 1C -Yr 0.01 0.20 0.01 021 100 -Yr 0-26 1-61 0-39 1-78 41. Volume Control - Based on the stormwater summary volume control is being met. Infiltration Volumes (Cf) Treatment Volume Treatment Volume Basin 5ubcatchment Required Provided 1P 2.15 4916 8133 2P 2.25 5857 10704 NA 15,35 0 0 TOTAL 10772 18837 K:\018305-000\Admin\Docs\2021-05-24 Submittal\_2021-06-24 LTR - MEH Stonybrook PUD - WSB Engineering Review.docx Stony Brook Village Preliminary Plat & PUD Plans — Engineering Comments June 24, 2021 Page 5 42. Water Quality - Provide calculations on the sizing of the pre-treatment areas and treated volumes in the stormwater narrative report similar to the tables above. 43. Show EOF as being stabilized or reinforced to handle flow. 44. Provide maintenance access to infiltration basins. If access is planned off of Elm Street show locations as to not interfere with pipes and EOF's. Stormwater Modelin 45. Drainage Maps and sub catchment areas do not match. Verify all drainage areas and sub catchments. Explain any difference in numbers and why drainage cannot be routed to infiltration basins if necessary. 46. Provide HydroCAD model in future submittals so verification of modeling information can be confirmed. 47. Provide pipe sizing calculations to verify they are designed for the 10 -yr rain fall event. Wetlands 48. The applicant has indicated there are no wetlands within the site. No wetland permitting is needed. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City's standards. Please have the applicant provide a written response addressing the comments above. Please give me a call at 763-287-8532 if you have any questions or comments regarding this letter. Sincerely, WSB �;� L ,�� James L. Stremel, PE Senior Project Manager K:\018305-000\Admin\Docs\2021-05-24 Submittal\_2021-06-24 LTR - MEH Stonybrook PUD - WSB Engineering Review.docz CHAPTER 3: ZONING DISTRICTS Section 3.4 Residential Base Zoning Districts Subsection (F) R-2: Single and Two Family Residence District Section 3.4 (F) R-2 Single and Two -Family Residence District The purpose of the "R-2" single and two-family residential district is to provide for low to moderate density one and two unit dwellings and directly related complementary uses. Maximum Density through PUD or Performance Standards = 5,445 sq. ft. per unit (8.0 units per gross acre) Base Density * By Conditional Use Permit Only Minimum Lot Width R-2 District Original Plat Lot Width 1 80 feet 66 feet Typical R-2 Lot Configuration City of Monticello Zoning Ordinance Page 91 Minimum Lot Unit Type Area/Unit Base Density Single Family 10,000 square feet 4.3 units/acre Duplex/Two-Family 7,000 square feet 6.2 units/acre Townhome * 7,000 square feet 6.2 units/acre 10,000 sq ft for I s` Multi -Family 5.9-6.7 unit + 4,000 sq ft for (3-4 units) * units/acre each additional unit * By Conditional Use Permit Only Minimum Lot Width R-2 District Original Plat Lot Width 1 80 feet 66 feet Typical R-2 Lot Configuration City of Monticello Zoning Ordinance Page 91 CHAPTER 3: ZONING DISTRICTS Section 3.4 Residential Base Zoning Districts Subsection (F) R-2: Single and Two Family Residence District REQUIRED YARDS (in feet) I Minimum Roof I Minimum Minimum Minimum Max Height Floor Areas Finished Floor Building Pitch & Soffit Front Interior Street (stories / (vertical rise/ Rear (sq ft) Areas (sq ft) Width [ I ] Side Side feet) [3] [3] (ft) horizontal I run) 1,050 Minimum Single Family 30 10 20 30 2.5 stories foundation finished 24 [2] 35 feet 1,800 square finishable [3] footage must 5" / 12" Duplex 30 10 20 30 2.5 stories 1,050 be equivalent to the 24 No minimum [2] 35 feet foundation principal use soffit Townhouse 1,400 unit Multi Family30EO20 30 2.5 stories 35 feet finishable foundation 24 Building I size [ I ]: For the Original Plat of Monticello and Lower Monticello, where adjacent structures (excluding accessory buildings within same block) have front yard setbacks different from those required, the front yard minimum setback shall be the average of the adjacent structures. If there is only one (I) adjacent structure, the front yard minimum setback shall be the average of the required setback and the setback of the adjacent structure. [2]: Interior side yard setbacks for single family homes on lots of record with a lot width 66 feet or less in the Original Plat of Monticello and Lower Monticello shall be at least six (6) feet. [3]: Finishable and finished square footage is exclusive of attached garage space ■ An attached garage shall be included with all principal residential structures in the R-2 district. ■ See Section 5.3(B) for all general standards and limitations on accessory structures. Accessory The minimum floor area for all attached garages shall be 450 sq. ft. Structures No portion of any attached garage may be more than 10 feet closer to the street that the principal structure. ■ Except for single family buildings, any driveway leading directly to an attached garage may not exceed 18' in width at the front yard property line ■ Section 3.3, Common District Requirements Regulations to Other Section 3.4(x, Standards Applicable to All Residential Base Zoning Districts Consult (not Section 4.1 I, Building Materials all inclusive) Section 4.8, Off -Street Parking ■ Section 4. 1, Landscaping and Screening Standards t: zo foot setback from a street abutting a side yard 7 UNITS/ACRE MAX z: Duplex on a corner lot BASE DENSny =3 3•B UNI 3: Minimum lot dimensions and sizes are s 1 GROSS ACRE met 4:3o foot rear yard setback for 4 principal structures ' j %....... �6 5: to foot side yard setbacks on shared interior lot lines 6: 30 foot frontyard setback 7: 6 foot interior side yard setback is allowed on lots of record in the Original Plat of Monticello and Lower Monticello Page 92 City of Monticello Zoning Ordinance The Missing Middle Housing consists of multi- unit housing types such as duplexes, fourplexes, bungalow courts, and mansion apartments no bigger than a large house, These housing types are often integrated into blocks with primarily single-family homes, provide diverse housing choices and generate enough density to support transit and locally -serving commercial amenities. Although many of these are a common feature in pre-war building stocks, these housing types have become much less common. Ul—K - wNN V5E cOURTVARD euNGnLau ccvRT TWPLEx/ APARTMENT` DE.AcwED .. D1P�" rcuRP�Ex Hp1,I51NG----------- MI551NG MIDDLE Source: Opticos Design, Inc. Traditional Residential and Mixed Neighborhood Two new designations have been applied to both older and newer areas of the City in effort to capture correlating neighborhood types and compatibility with existing uses while allowing opportunities for development, improvement and growth. The existing neighborhoods surrounding and emanating from the downtown are designated as Mixed Neighborhood to recognize this area's potential for additional density and mixed housing types with neighborhood scaled commercial uses and services. Commercial uses are considered minor and are only intended for small, neighborhood serving uses. They should only be located on minor arterials or higher street classification. There may be other locations appropriate for these designations. A smaller Traditional Neighborhood designation has been applied to portions of the riverfront and properties along River Street and Broadway Avenue where the street network and land parcels similar to older, traditional neighborhoods with residential -scaled streets, sidewalks, large street trees and mature housing stock. Mixed -Density Residential A Mixed -Density Residential designation encourages a wide range of housing types, densities and residential development between 8-25 dwelling units per acre. This designation applies primarily along the 7th Street corridor, south along State Highway 25, and other pockets of the City where higher densities and mixed housing types is encouraged, such as near the Downtown. The broad density range promotes a wide variety of housing types including small lot single-family, apartments, condominiums, and townhomes. This designation may be allowed in proximity to other medium to high density residential areas, however the nature and concentration of existing residential uses shall be carefully considered to avoid an over concentration of these uses. For example, there may be some locations more appropriate for small -lot single family development, and others where a four-story multi -family building is the best choice. This will be determined by the parcel size, surrounding land uses, and the existing form and scale of the neighborhood. In locations where the Mixed -Density Residential designation is applied adjacent to the low-density residential uses, new residential development should be of similar mass, scale and architectural character to existing neighborhoods. Manufactured Home Two manufactured home neighborhoods exist in Monticello. These include the West Side Park and River Terrace along River Street and Kjellberg's Manufactured Home Park along State Highway 25 in the southern part of the City. The intent of the designation is to recognize and maintain these neighborhoods as locations for manufactured housing types. MONTICELLO 2040 VISION + PLAN 57 MIXED -DENSITY RESIDENTIAL (MDR) The Mixed -Density Residential designation applies to areas of the City where mixed housing types and medium to high density housing are appropriate. Housing types could include attached housing such as apartments, townhomes, condominiums and multi -family buildings. It may also includes areas appropriate for small -lot single-family homes and cottage homes. Densities generally range between 8 to 25 units per acres corresponding to site area allowances of 1,700-5,000 square feet per unit. Allowed density is dependent on adjacent land uses, existing building form and character and other factors. Higher densities are permitted at the discretion of the City. These areas have mixed housing types and reflect a denser, more urban environment. Buildings in these areas are generally between two to five stories and may have surface parking. Other compatible uses, such as schools, nursing homes, parks and religious facilities may also locate in this designation. Residential Medium to High Density (Residential characterized by a wide mix of housing types) • Senior Living Facility Public/institutional • Schools Recreational • Parks/Playgrounds Open Space • Sensitive Habitat Primary Mode Vehicular (slow speeds) Secondary Mode Pedestrian paths and trails Bicycle facilities and parking Transit or Shuttle Service • Density - 8 - 25+ units/acre (Medium to High Density Residential) • Height - 1-5 stories • Lot Area - 1,700-5,000 sq. ft. per unit 2018 Correlating Zoning District R-3 Medium Density Residential District R-4 Medium -High Density Residence District INFORMATIONZONING LAND USE, GROWTH AND ORDERLY ANNEXATION From: Lynn Moeller To: Development Services Subject: Re public hearing for 701 Elm Date: Monday, June 28, 20212:55:45 PM Hello, I think it is quite disturbing and very sad that there is a consideration of putting in a cul-de-sac with 28 twin home units on the property at the corner of 7th and Elm. This will not only increase the traffic in the area but disturb the single family homes next to that property and cause those homes to lose a significant amount of privacy that this field allows and will also displace a significant amount of wildlife that also needs to continue to have a place to live. We chose this area due to the quietness of the neighborhood, the feel of being out away from the cities despite being just down the road from shopping. There is already too much speeding of cars down 7th without the addition of 28 units. It does not make any sense to displace wildlife and cram in 28 units there. If this horrible idea continues to become a reality then those that are destroying a perfectly good piece of open space, destroying the privacy of those that live along the land and destroying the peace and quiet of a great neighborhood that does not need more people in it then the company that is doing this should be required to place privacy fences on the property lines to assist those that currently border the property in replacing the privacy the field provided and decrease the likelihood of those that will move there from entering private property. The destruction of trees and bushes should also be considered as those are needed to assist humans with living by giving us all oxygen to breathe. Please consider leaving undeveloped properties inside the city limits alone and undeveloped/undisturbed for wildlife, plants and tree growth. Thank you Sent from my iPhone City Council Agenda: 07/26/2021 2H. Consideration of approving a Final Plat to create a single lot for an existing financial institution in the Central Community District (CCD). Applicant: CorTrust Bank (Mark Nettesheim) Prepared by: Meeting Date: ❑ Regular Agenda Item NAC/Community Development Director 07/26/2021 ® Consent Agenda Item Reviewed by: Approved by: NAC/Chief Building Official/Project City Administrator Engineer/Community & Economic Development Coordinator/City Attorney ALTERNATIVE ACTIONS Adopt Resolution 2021-53 approving the Final Plat for CorTrust Bank Monticello, based on conditions and findings in said Resolution. This action is a reauthorization of a prior approval. REFERENCE AND BACKGROUND Property: Legal Descriptions: Original Plat Monticello Lots 7,8,9, 10, Block -16 PID:155010016100,155010016090,155010016080, 155010016070 Riggs Addition Lower Monticello Lots 7 & 8 Block 16 PID: 155019016080 & 155019016070 Planning Case Number: 2021-004 Request(s): Preliminary and Final Plat Deadline for Decision: April 2nd, 2021 (60 -day deadline) June 1, 2021 (120 -day deadline) Land Use Designation: DMU Downtown Mixed -Use Zoning Designation: CCD Central Community District (Pine Street Subdistrict) 1 Overlays/Environmental Regulations Applicable: Current Site Uses City Council Agenda: 07/26/2021 The purpose of the "CCD," Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area. In particular it strives to implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the 2017 City of Monticello Downtown Small Area Plan and its design and performance standards. The Zoning Map below shows the zoning for the parcels. NO West Parcel: CorTrust Bank East Parcel: Vacant former residential unit Surrounding Land Uses: North: East: South: West: CCD Commercial (TDS Telecom) CCD Residential CCD Commercial (DYS Companies) Commercial (Pine Street/Wells Fargo Bank) Project Description: CorTrust Bank has requested to combine six parcels, including the bank site and five parcels adjoining the bank to the east, into one platted lot. There are four parcels that make up the bulk of the bank property fronting on 4t" Street East (the "Original Plat" parcels noted above). Two additional remnant triangular parcels (from the "Riggs Addition") in the southeast corner of the site are also included. 2 City Council Agenda: 07/26/2021 The bank has removed a previously existing residential unit and has future plans to create additional parking and a landscaped green space with an outdoor sitting area for employees, customers, and the community. All parcels are guided for downtown mixed-use by the City's Comprehensive Plan and are zoned "CCD," Central Community District. The proposed application would combine all six parcels into a single parcel through a preliminary and final plat. The proposed parcel will be zoned CCD. Analysis: This action is a re -authorization of the final plat due to expiration of the approval. The City's Subdivision Ordinance states: If the final plat and development agreement are approved by the City Council, the applicant shall record them with the County Recorder within 100 days after the approval or approval of the final plat shall be considered void, unless a request for a time extension is submitted in writing and approved by the Council. CorTrust previously received Council approval of the preliminary and final plat combining its six parcels on March 8, 2021. However, three of the CorTrust parcels were included in TIF District 1-22 when it was established in 1997. Wright County informed the City it cannot record the new plat until the three parcels are removed from the TIF District as a technical requirement related to the administration of TIF Districts. Since that notification, City staff and the applicant are working to resolve the issues associated with a portion of the plat parcels having been included in TIF 1-22. In a companion item, the Council is asked to authorize removal of the three parcels from the TIF District so that the plat may proceed. With exception of resolving conditions of approval, no revisions or changes to the plat parcel configuration have been made since the time of the prior Council approval. The applicant has resolved the conditions relating to required perimeter drainage and utility easements and the Pine Street ROW, which are illustrated on the attached revised plat. The Planning Commission reviewed this item and held a public hearing on the request on March 2, 2021, unanimously recommending approval of the plat. A copy of the prior staff report is included for Council's reference. STAFF RECOMMENDED ACTION City staff recommends adoption of Resolution 2021-53 for re -approval of the final plat. The prior conditions are attached and are proposed to be retained with the re -approval of the plat. 3 City Council Agenda: 07/26/2021 SUPPORTING DATA A. Resolution 2021-53 B. Aerial Site Image C. Prior Council Agenda, March 8, 2021 D. Applicant Narrative E. Preliminary Plat F. Final Plat, Revised Z. Conditions of Approval EXHIBIT Z Conditions for Approval Preliminary Plat for CorTrust Bank Monticello 1. The final plat must show required drainage and utility easements around the perimeter of the parcel. Add 12 -foot perimeter drainage and utility easement around plat. The easement can be reduced along Pine Street (TH 25) and 4t" Street to the distance between the property line and building if less than 12'. 2. Confirm document for a 10' road easement along Pine Street (TH 25) or 10' of additional ROW. 3. Coordination with the City with regard to future site plan changes to parking and site conditions. Future parking lot expansion will require review by the Engineering and Planning department and additional land use review. 4. Other comments and recommendations of City Staff and City Council. 4 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-53 A RESOLUTION OF THE MONTICELLO CITY COUNCIL APPROVING A PLAT FOR CORTRUST BANK MONTICELLO WHEREAS, the applicant seeks to develop property consisting of six individual existing parcels in the Original Plat and Riggs Addition; and WHEREAS, the applicant has submitted a request to plat said property into a single combined parcel, retaining development as a commercial property; and WHEREAS, the site is guided "Downtown Mixed Use" in the City's Comprehensive Plan; and WHEREAS, the proposed Plat is consistent with the long-term use and development of the property for commercial use; and WHEREAS, the Planning Commission held a public hearing on March 2, 2021 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council approved the preliminary and final plat subject to conditions on March 81h, 2021; and WHEREAS, administrative action related to the removal of a portion of the property from TIF District 1-22 is required to file the plat; and WHEREAS, due to the delay caused by the TIF District removal processing, the prior final plat approval has lapsed and the final plat is considered void; and WHEREAS, pn July 26th, 2021 the City Council reviewed the final plat for reauthorization; and WHEREAS, the City Council has considered all the comments and the staff report for reconsideration of the final plat, which are incorporated by reference into the resolution; and WHEREAS, the City Council makes the following Findings of Fact in relation to the recommendation of approval: 1. The Plat continues to provides an appropriate means of furthering the intent of the Comprehensive Plan for the site by continuing the development plans for commercial use. 2. The proposed improvements on the site under the Preliminary Plat are consistent with the needs of the development in this location as a downtown mixed use area. 3. The improvements will have expected impacts on public services, including sewer, water, stormwater treatment, and traffic which have been planned to serve the property for the development as proposed. 4.. The Plat is consistent with the intent of the City's economic development objectives, as well as with the intent of the Central Community District zoning regulations. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Monticello, Minnesota, that the City Council approves the Final Plat of CorTrust Bank Monticello, subject to the conditions listed in Exhibit Z of the staff report as follows: 1. The final plat must show required drainage and utility easements around the perimeter of the parcel. Add 12 -foot perimeter drainage and utility easement around plat. The easement can be reduced along Pine Street (TH 25) and 4th Street to the distance between the property line and building if less than 12'. 2. Confirm document for a 10' road easement along Pine Street (TH 25) or 10' of additional ROW. 3. Coordination with the City with regard to future site plan changes to parking and site conditions. Future parking lot expansion will require review by the Engineering and Planning department and additional land use review. 4. Other comments and recommendations of City Staff and City Council. ADOPTED this 261h day of July, 2021 by the City Council of the City of Monticello, Minnesota. ATTEST: Jennifer Schreiber, City Clerk MONTICELLO CITY COUNCIL 2 Lloyd Hilgart, Mayor CorTrust Bank I Request for Preliminary and Final Plat Created by: City of Monticello 1064th Street East, 112 4th Street East, & 1184th Street East I See City Hall for LegaIs and PI Ds City Council Agenda: 03/08/2021 21. Consideration for Preliminary and Final Plat to Create a Single Lot for an Existing Financial Institution in the Central Community District (CCD). Applicant: CorTrust Bank (Mark Nettesheim) Prepared by: NAC/Community Meeting Date: ❑ Regular Agenda Item Development Director 03/08/21 ® Consent Agenda Item Reviewed by: NAC/Chief Building Approved by: Official/Project Engineer/Community & Economic Development City Administrator Coordinator/City Attorney ALTERNATIVE ACTIONS Adopt Resolution 2021-20 recommending approval of Preliminary and Final Plat for CorTrust Bank Monticello, based on conditions and findings in said Resolution. REFERENCE AND BACKGROUND Property: Legal Descriptions: Original Plat Monticello Lots 7,8,9, 10, Block -16 PID:155010016100,155010016090,155010016080, 155010016070 Riggs Addition Lower Monticello Lots 7 & 8 Block 16 PID: 155019016080 & 155019016070 Planning Case Number: 2021-004 Request(s): Preliminary and Final Plat Deadline for Decision: April 2nd, 2021 (60 -day deadline) June 1, 2021 (120 -day deadline) Land Use Designation: DMU Downtown Mixed -Use Zoning Designation: CCD Central Community District (Pine Street Subdistrict) The purpose of the "CCD," Central Community District, is to provide for a wide variety of land uses, transportation options, and public activities in the downtown Monticello area. In 1 City Council Agenda: 03/08/2021 particular it strives to implement the goals, objectives, and specific directives of the Comprehensive Plan, and in particular, the 2017 City of Monticello Downtown Small Area Plan and its design and performance standards. The Zoning Map below shows the zoning for the parcels. Overlays/Environmental Regulations Applicable: NA Current Site Uses: West Parcel: CorTrust Bank East Parcel: Vacant former residential unit Surrounding Land Uses: North: CCD Commercial (TDS Telecom) East: CCD Residential South: CCD Commercial (DYS Companies) West: Commercial (Pine Street/Wells Fargo Bank) Project Description: CorTrust Bank has requested to combine six parcels, including the bank site and five parcels adjoining the bank to the east, into one platted lot. There are four parcels that make up the bulk of the bank property fronting on 4t" Street East (the "Original Plat" parcels noted above). Two additional remnant triangular parcels (from the "Riggs Addition") in the southeast corner of the site are also included. The bank has removed a previously existing residential unit and has future plans to create additional parking and a landscaped 2 City Council Agenda: 03/08/2021 green space with an outdoor sitting area for employees, customers, and the community. All parcels are guided for downtown mixed-use by the City's Comprehensive Plan and are zoned "CCD," Central Community District. The proposed application would combine all six parcels into a single parcel through a preliminary and final plat. The proposed parcel will be zoned CCD. The applicant is seeking both Preliminary and Final Plat as a combined application. The Planning Commission reviews the Preliminary Plat, however, Final Plat goes directly to City Council. As such, comments for both are included in this report. /11►/11W&I& i Preliminary & Final Plat Lots: The preliminary plat involves the combination of six parcels into a 1.01 -acre parcel. There is no minimum lot area and width in the "CCD" zoning district; thus, the proposal meets the zoning ordinance requirements. Streets: No new streets are proposed as part of the proposal and meet the requirements of the zoning ordinance. Easements: The preliminary plat shows an existing easement for road purposes on the western portion of the property. The plans shall be revised to show the required 6 and 12 -foot wide drainage and utility easement along the plat perimeter per City Engineer recommendation. Erosion Control and Drainage: The applicant has submitted a preliminary plat with existing grading shown. No new site grading, erosion control, or stormwater drainage is proposed with this project. Plans are subject to review and approval by the City Engineer. Utilities: The applicant has submitted a preliminary plat with existing utilities shown. No new utilities are proposed at this time. Plans are subject to the review and approval by City Engineer. Park Dedication: No park dedication is required from commercial property plats. Additional Review: The preliminary and final plats are subject to review and comment by the Minnesota Department of Transportation due to Highway 25 adjacency and 3 City Council Agenda: 03/08/2021 Wright County in its plat and recording role. At this time, MnDOT has indicated that, as there are no proposed access changes and the site is developed, they will not provide review comments. The City Attorney has also reviewed the title commitment for the plat and finds the information in order for the proposed combination plat. No development agreement is recommended at this time as the site is substantially developed. The applicant mentions an expansion of parking as a reason for the proposed preliminary and final plat combination. The parking lot design will be subject to review and compliance with the zoning ordinance at such time as proposed. At this time, no additional zoning permits are required, as the proposed plat does not impact the existing site improvements or circulation. It is expected that the driveway curb -cut accessing the former single family home will be removed, and the site plan will continue to rely on two existing curb cuts from 4th Street on the north (including the exit lane for the existing drive-through), and the right -in access from Pine Street (TH 25) on the west. The City Council acts on the decision of final plat, verifying consistency with the approved preliminary plat. Staff review of the final plat finds it to be consistent with the preliminary plat. Both documents will require revision for easements consistent with the conditions of approval. PLANNING COMMISSION RECOMMENDED ACTION Planning Commission reviewed this item and held a public hearing on the request on March 2nd, 2021. Applicant representative Mark Nettescheim was present to address the Commission, explaining the plat allows them to combine their parcels into a single lot. In the future, they will add 6-9 parking spaces and a usable green space in the area where the single family home was removed. No other members of the public were present to address the Commission on the item. The Planning Commission confirmed that all lots are owned by the applicant and that no access changes are proposed as part of the plat. The Commission raised no other concerns. Planning Commission unanimously recommended the approval of the preliminary plat, subject to the conditions in Exhibit Z. STAFF RECOMMENDED ACTION City staff recommends adoption of Resolution 2021 -OX for approval of the Preliminary Plat and Final Plat subject to revisions delineating required perimeter drainage and utility easements 4 City Council Agenda: 03/08/2021 and other comments and conditions recommended by the City Engineer, MnDOT, and Wright County, all as noted in the attached Exhibit Z. SUPPORTING DATA A. Resolution 2021-20 B. Resolution PC -2021-007, Preliminary and Final Plat C. Aerial Site Image D. Applicant Narrative E. Preliminary Plat F. Final Plat Z. Conditions of Approval EXHIBIT Z Conditions for Approval Preliminary Plat for CorTrust Bank Monticello 1. The final plat must show required drainage and utility easements around the perimeter of the parcel. Add 12 -foot perimeter drainage and utility easement around plat. The easement can be reduced along Pine Street (TH 25) and 4t" Street to the distance between the property line and building if less than 12'. 2. Confirm document for a 10' road easement along Pine Street (TH 25) or 10' of additional ROW. 3. Coordination with the City with regard to future site plan changes to parking and site conditions. Future parking lot expansion will require review by the Engineering and Planning department and additional land use review. 4. Other comments and recommendations of City Staff and City Council. 5 From: Mark F. Nettesheim To: Jacob Thunander Subject: RE: 112 4th St E Date: Friday, February 5, 20219:53:24 AM Attachments: image001.ong Jacob, Please find a brief description of what we are looking to accomplish below. Let me know if you feel more information is needed. To Whom it May Concern, CorTrust Bank is proposing a plan to combine 6 parcels obtained through the acquisition of First Minnesota Bank in August of 2019. (155010016100, 155010016090, 155010016080, 155010016070, 155019016070, and 155019016080.) These parcels were a combination of commercial and residential uses. The use of the commercial parcels were to operate our Monticello CorTrust Bank Branch and the Residential was a 1-4 family residence that was rented out. The residential property has been removed in late 2020 to clear the way for 6 to 9 additional parking spaces to further service the bank office. The majority of the residential parcel will be landscaped and remain a well maintained green space. Our intent is to have an outdoor sitting area for our employees, customers, and community to sit and/or collaborate. Access points will not be changed or adjusted to the property. The only edit would be the elimination of the Residential Driveway that served the 1-4 property. Thank you, Mark Nettesheim SVP Retail Banking Manager 1300 Babcock Blvd E Delano, MN 55328 D: 763-972-4237 C: 952-992-9840 Ext. 59337 NMLS- 517333 # - Cornus Batik Preliminary Peat of CORTRUST BANK MONTICELLO Existing Property Descriptions: Lots 7, 8, 9 and l0, Block /6, MONTICELLO, Wright County, Minnesota, according to the recorded plot thereof, AND Lots 7 & 8, Block /6, A.C. RIGGS ADDITION TO THE TOWN OF LOWER MONTICELLO, Wright County, Minnesota, according to the recorded plat thereof. Surveyor's No te(s ): I. Subject property is not within a flood plain district as mapped by FEMA. 2. Title work was not provided to review for this survey. J. Reference 2007 survey for First Minnesota Bank by Bogart, Pederson & Associates, Inc.; File No. 07-0/00.00. 4. Utilities shown per available plans and Gopher State One Call, Ticket No. 203650970, 203650992 & 203650967. 5. Due to snow cover, not all site improvements/utilities may have been located or shown hereon. X 0 30 (SCALE IN FEET) SCALE: I INCH = 30 FEET Bearings are based Coordinate System LEGEND: (J! Denotes water service purpose of this survey, SWX of Section 11, Denotes manhole ►� Denotes watervalve 2 Denotes power pole M Denotes telephone pedestal ■ Denotes catch basin ❑E Denotes electrical cabinet Denotes hydrant ACS Denotes air conditioning Denotes sign *t Denotes light pole FF -01 Denotes fiber optic service box E- Denotes guy wire ® Denotes electric meter Denotes tree, deciduous X 969.9 Denotes existing ground elevation LS 16095 Denotes Dennis D. Pederson, LS LS 15233 Denotes Dennis V. Taylor, LS LS 18407 Denotes Mark D. Kemper, LS 730 Denotes soil classification type Denotes bituminous surface Denotes concrete surface S13L Denotes building setback line Denotes existing adjoiners — — OHE — Denotes overhead electric Denotes wood fence 0 0 Denotes chainlink fence - - - - - - - - Denotes easement Denotes major contour Denotes minor contour — - Denotes underground telephone — >> Denotes storm sewer — > Denotes sanitary sewer I — Denotes waterline — — FO - Denotes underground fiber optics — — UG - Denotes underground gas line s Denotes soil type boundary VICINITY MAP Sec.11, Twp.121, Rng.25 Wright County, MN I hereby certify that a boundary survey has been completed for the preliminary plat of CORTRUST BANK MONTICELLO, Wright County, Minnesota. Signed: Craig A. Wensmann Date: 2/1/21 Lic. No. 47466 X 9� NO SCALE Southwest Corner of Section ll, Township - 12/, Range 25, Wright County, Minnesota (Index No. S152) /10 11 l CITY OF MONTICELLO Bearings are based Coordinate System on the Wright County (NAD83 86 Adj.). For the WRIGHT COUNTY, MN purpose of this survey, SWX of Section 11, the South Line of the Township 121, Range 25 has >80 a bearing of North seconds East. 88 degrees 47 minutes 23 \ / \ 0 Denotes inch x 14 inch iron / monument set with a plastic plug stamped R.L.S. 47466. Project BM: V \ • Denotes iron monument found Dev.=933.80' / / Q Denotes found cast iron monument Denotes found rebar / ),(PK Denotes found PK nail X Denotes chiseled "X" Bridgewater Telephone Co. / REFERENCE BENCHMARK: PID: 155-0/0-0330// MNDOT Geodetic Monument "BAUER MNDT" being 1.8 miles SE of the intersection of i I Count Rd 75 and Trunk Hwy25. 92.5 �\ \,� � \ / \ �- feet N of County Rd 75. Elevation = 959.70 feet (NGVD 29) \ \ Al / \ / % / PROJECT BENCHMARK: / \ \ Richard & Mar do Quick Top nut hydrant in the NW Quadrant Mary at the intersection of Trunk Hwy 25 PID. 155-0/0-033030 / y r, I / \ \• \ / and 4th Street East. Elevation = 933.80 feet (NGVD 29) \ \ lP %2 /NCH / -t OWNER DEVELOPER: / CHISELED �\ \ \OPEN Troy Crowe CorT rust Bank / \ \ / PID: 155-0/0-033040 / Mark Nettesheim MARKED 1 /2/ / �2 \ \ \ / 1300 Babcock Boulevard East 8 /, c \ • \ / / Delano, MN 55328 / O E ° �- / 763-972-4237 OyF Wells Fargo Bank NA ; a' -' & / °�•• \\ �e \/ / SURVEYORS & ENGINEERS: \ Dorrin Lahr & Carrie Lynch / Bogart, Pederson & Associates, Inc. PID: 155-010-017060 r' / a '� \ / PID: 155-0/0-03304 / 13076 First Street o°� ° • Becker, MN 55308-9322 193� 763-262-8822 o�qJ \��\ s r `',� \ / TOTAL AREA: 43,803'/- S.F. (1.01'/- Ac.) o,6'¢ i /P %2 /NCH /5233 9 r 7 \` �,'� o� , �BU/LD/NG #/06 / `� 6�� f'? \ 9� c`,� ` `��r \ / EXISTING ZONING: Central Community District (CCD) i c / o Q' � Q_ e 6'¢ \ �. .� \ Subdistrict = Pine Street �4j \�, /nnnrni irr BANK) 2 ? A `' �/ \ / 6 .o / / / � �'�t� �o� 0� / v f�\ s Ss� S¢6 lJ Uc PROPOSED ZONING: Central Community District (CCD) o fp �p � •</ \ \ \ Subdistrict =Pine Street o �r1'- �O ` \ h First Minnesota Bank °• �• �e off% \ Fa •• \ ay \ IPOPENCH MINIMUMS: °' 2 \ a / / o'F lP Uc No Minimum S.F. / , • o /V PID: 155-0/0-0/6/00 .�� /\�v •° • / / �O�F'i'y�ONT�C °\� \ No Minimum Width BUILDING SETBACKS: 15' Abutting Single Family \ / First Minnesota Bank 8' Public Streets • P/D:155-DI0-016090 ��� / ( ♦ \ / 0' Interior y y� CORTRUST SIGN (SIGN TO REMAIN) ` }/ ' st Minn ota B nk , 0 ` � P : 155-0/ 080 i %2 /NCH 1 / ♦ - 095 / . / : 1 /If / IV; ` First Minnesota B k/ 90 HOUSE / PID: 155-010-0160 0 0 124.- ° • / / //� o�,fh / / / k / �� �, # ri PID: 155-010-072100 1 80 g�2 \ l/;�e o / / �� o ��V AMAX Properties LLC / REBAR \ �B B IO k 994 �� Q Q' PID: 155-010-016060 /8407 / / /oo'T- �� * / h / 80 Nz / / BUILD VG #4/4 �CF�� / / (DJS COME N/ES) 4-1 6+ O �0 Quo a J / 1 First Minnesota Bank / taa Q / / -7 a / Southwest Come ??/r. PID: 155-0/9-0/6080 % — ` — — DATE: February 1, 2021 / South Line of slM/4 of NES/4 \ 934 aQ _ _ — — — — FIELD DATE: January 7, 2021 of SIM/4 of NEy/4 / - � s South - - �_ ? - I� - 9 .4f) SHED � BK PG: 86.20/34-35 r, .%3 ,- North Line of A.C. RIGGS ADD/TION TO 0 �— —� ¢,O ry (NO FOUN�aJ r r 1 r l . 1 / THE TOWN OF LOWER MONTICELLO _ DRAWN BY: CJR North Line of NIM/4 of SE1/4 260 / = 1:. Ofi I CHISELED 'X' DJ's Properties LLC FOUND / PID: 155-256-001010 / K �I \ �o N� ° N O South Quarter Corner Z of Section ll, Township 12/, Range 25, County, Minnesota Wright_ Cast Iron Monument I I (Index No. S/4/) ( _ \\14 T X15 14 / - - N 88°4723" E 264/.45 1 / �-- i % CHECKED BY: CAW �ry First nnesoto Bank 0 6 DWG FILE: 21-0031 �9r/ 5-019-0/607 / FILE NO: 21-0031.00 Prelim Plat GARAGE / REVISIONS: JI�, eies LLC PID:1551-0/0 -0/6050 SHED / (DJS COMPAN/TES\ ter- i 1 i• 1 i J6- j6e r- 1 i 11A i r- r 0 -�, lP l INCH CAP REMNANT Cedar Crest Apartments LP 114 w / PID: 155-0/9-007090 IV" 1% inl 1 Lot / ,tea 1 • J` vim` / 80 \ \ Map symbol & soil name Hydrologic group Water table depth (in) 260: Duelm loamy sand, 0 to 2 percent slopes A 30 406: Dorset sandy loam, 0 to 2 percent slopes B >80 * Data from USDA Web Soil Survey BOGART, PEDERSON &ASSOCIATES, INC. I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Signed: Craig A. Wensmann Date: 2/1/21 Lic. No. 47466 BOGART, PEDERSON & ASSOCIATES, INC. LAND SURVEYING CIVIL ENGINEERING MAPPING 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 INTO 1/ \ N Inkm N I for CorTrust Bank CORTRUST BANK MONTICELLO City of Monitcello Wright County, MN SHEET 1 OF 1 KNOW ALL PERSONS BY THESE PRESENTS: That CorTrust Bank, N.A., a National Association under the laws of the United States, owner, of the following described property situated in the County of Wright, State of Minnesota, to wit: Lots 7, 8, 9 and 10, Block 16, MONTICELLO, Wright County, Minnesota, according to the recorded plat thereof, AND Lots 7 & 8, Block 16, A.C. RIGGS ADDITION TO THE TOWN OF LOWER MONTICELLO, Wright County, Minnesota, according to the recorded plat thereof. Has caused the same to be surveyed and platted as CORTRUST BANK MONTICELLO, and does hereby dedicate to the public for public use the public way, and drainage and utility easements as created by the plat. In witness whereof said CorTrust Bank, N.A., a National Association under the laws of the United States has caused these presents to be signed by its proper officer this day of , 20 CORTRUST BANK, N.A. Mark F. Nettesheim, SVP Retail Banking Manager STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of , 20 , by Mark F. Nettesheim, SVP Retail Banking Manager, on behalf of CorTrust Bank, N.A., a National Association under the laws of the United States, on behalf of the association. Notary Public, Signature My Commission Expires (Printed Name) County, Minnesota I, Craig A. Wensmann, 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 the plat; that monuments depicted on the plat will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Craig A. Wensmann, Land Surveyor Minnesota License No. 47466 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this Wensmann Land Surveyor, Minnesota License Number 47466. Notary Public, Signature My Commission Expires (Printed Name) day of County, Minnesota 20 , by Craig A. CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of CORTRUST BANK MONTICELLO. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of CORTRUST BANK MONTICELLO was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator 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 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 Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the Office of the County Recorder for record on this day of CORTRUST BANK MONTICELLO I \ \ rs I / i CHISELED 'X' MARKED 117/2/ lP%2 /NCH / d1 , 16095 n� \ CC Q° / // r 7 n`' �°� / / o / \ o Ub /. CO /K4 ` Iso �ticy� 80 / act E 411 � ON / Southwest Corner of / 4 -It 7th St. W S = SITE Sr / 94 =%' 7th St. f /n ter / > cc stote I \ / / VICINITY R seTwp 21 ng.25 Wright County, MN \ \ /1P Y2 /NCH •� OPEN Y' 0, /P %2 INCH `� \ / \ 31523r \ / / N�r�hPo � mss ?6S SArJ o "6 %2 \'4IP /NCH / ei OPEN f —Gov't Lot 2 of Section/l, / South Line of Gov't Lot 2 of ?' / Township /2/, Range 25 / Section ll, Township /2I, Range 25 �� ?/'' so I�cb North Line of NIM'/4 of SE1/4aof (?s¢ ASO cy / Section //, Township /2I, Range e 25 ry 'qTJ � a la a / I 1 / CH/SEL ED 'X' FOUND / K /I \ I \ \ 20 at o'clock and was duly recorded in Cabinet No. Sleeve as • r% rN —I— # .1. A I .1-1 / // // / // /n/ THE TOWN OF LOWER MONTI / / / \ _.M. 16.0 \ Document No. LEGEND: /16.0 0 Denotes Y2 inch x 14 inch iron Wright County Recorder o monument set with a plastic plug stamped R.L.S. 47466. NLd o N • Denotes iron monument found Q Denotes found cast iron monument Southwest Corner of Section ll, South Quarter Corner of Section A Z I Denotes found Township /2/, Range 25, Township /2/, Range 25, rebar Wright County, Minnesota — — Wright County, Minnesota — — - I APK Denotes found PK nail Cast Iron Monument / Cast Iron Monument X Denotes chiseled "X" (Index No. S/52) / (Index No. S/41) / I I \ 1 South Line of SW/4 of \ 14 T LS 16095 Denotes Dennis D. Pederson, LS \ r Section A Township 121, Range 25 / LS 15233 Denotes Dennis V. Taylor, LS /10 1 I 47'23 " E 264/.45 N 88°— _ �� — — LS 18407 Denotes Mark D. Kemper, LS 7_15 14 •�— — — — — • — — Denotes existing adjoiners \ — L / (xxx PLAT) Denotes distance of record X 0 30 (SCALE IN FEET) SCALE: I INCH = 30 FEET (O S / REBAR /80 1840 \ —7 i a/ North Line of A.C. RIGGS ADD/TION TO CELL 0 Bearings are based on the Wright County Coordinate System (NAD83 86 Adj.). For the purpose of this survey, the South Line of the SWY4 of Section 11, Township 121, Range 25 has a bearing of North 88 degrees 47 minutes 23 seconds East. Drainage and Utility Easements are shown thus: —12�--------+12— NOT TO SCALE Being 12 feet in width and adjoining plat boundary lines, unless otherwise indicated, as shown on the plat. BOGART, PEDERSON &ASSOCIATES, INC, • r% rN —I— # .1. A I .1-1 / // // / // /n/ THE TOWN OF LOWER MONTI / / / r i i r1_ / r -a/-- 16.0 /16.0 f / ` J / ool c / r I% I A i• 1 /♦ r— 1, i 0% I i r� A — r / / vv r- rr lP I INCH CAP REMNANT / IV, IT1%.11 . , , ./ L._ L_ L_ a/ / Bearings are based on the Wright County Coordinate System (NAD83 86 Adj.). For the purpose of this survey, the South Line of the SWY4 of Section 11, Township 121, Range 25 has a bearing of North 88 degrees 47 minutes 23 seconds East. Drainage and Utility Easements are shown thus: —12�--------+12— NOT TO SCALE Being 12 feet in width and adjoining plat boundary lines, unless otherwise indicated, as shown on the plat. BOGART, PEDERSON &ASSOCIATES, INC, City Council Agenda: 07/26/2021 21. Consideration to adopt Resolution 2021-54 approving the extension of flexibility and temporary waivers or suspensions of fees and ordinances as related to outdoor dining areas and temporary signs. Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director 07/26/2021 X Consent Agenda Item Reviewed by: Approved by: City Clerk, Chief Building & Zoning City Administrator Official ACTION REQUESTED Motion to adopt Resolution 2021-54 approving an extension through October 31, 2021, for flexibility and temporary waivers or suspensions of fees and ordinances as related to expanded outdoor dining areas and temporary signs. PREVIOUS COUNCIL ACTION March 23 and May 26, 2020: January 11, 2021: REFERENCE AND BACKGROUND City Council approved Resolution 2020-35 and Resolution 2020-44 making specific temporary allowances for local businesses during the pandemic. City Council approved Resolution 2021-03 extending the temporary allowances for business waivers related to pandemic operations. The City Council is asked to approve an extension of temporary adjustments to City fees and ordinances as a mechanism to support local businesses as they continue to recover from the COVID-19 pandemic. Resolution 2021-03 approval on January 11, 2021, for these specific waivers was tied to the Governor's Emergency Order, which has now expired. The extension would allow continued flexibility for outdoor dining and temporary signage used by businesses through October 31, 2021. This includes expanded areas for liquor licensing, including amendment of existing licenses (consistent with state guidelines), waiver of the permit application fee for tents, suspension of the requirement for CUP for outdoor seating for bars/restaurants within 300' of residential areas, and temporarily modifying parking requirements for restaurants and breweries, and extension of prior waivers relating to temporary signage fees and applications. The flexibility is described below. City Council Agenda: 07/26/2021 1. Application fee for tent structures is waived. Applications and inspections for tent structures will remain required to maintain code compliance and protect health, safety and welfare. This waiver applies to all applicants for tent structures, so the benefit extends to small retailers holding sidewalk sales, etc. 2. Zoning standards related to the number of required parking stalls shall be waived for all restaurants, bars, breweries, taprooms, microdistilleries with tasting rooms and brewpubs for purposes of expanding outdoor seating areas only. Businesses are asked to contact the Department of Building Safety and Code Enforcement to determine the accessibility space requirements. 3. Extend the temporary sign waivers previously authorized, which includes the payment of permit fees and application requirement. 4. Suspend the Conditional Use Permit requirement for outdoor seating for restaurants, bars, breweries, taprooms, microdistilleries with tasting rooms and brewpubs within 300' of a residential area but require compliance with zoning ordinance section 5.3(D)(25)(b) — see attached ordinance. Those establishments outside of the 300' required distance from residential are already permitted to have outdoor seating under the same provisions. 5. Waiver of permit fees for sidewalk cafes. Use of public sidewalks or other types of city - controlled public space are still eligible for use via Sidewalk Cafe permits. The City would have to allow the license holder use of the space and include it as retail licensed premises patio space per item #6 below. Those establishments seeking to use public sidewalks, right of way or parking lots for outdoor dining/alcohol service will still need to complete a sidewalk cafe permit and site plan so that the city can ensure accessibility and access. This also allows the city to verify proper insurance coverage for liability purposes. 6. Approve ability for the City Clerk to modify or amend liquor licensing to include expanded outdoor service areas. The League of Minnesota Cities has provided the following additional information in concert with the Minnesota Department of Public Safety (DPS) Alcohol and Gambling Enforcement Division and the Minnesota Department of Employment and Economic Development. • The establishment must provide the City with proof their liquor liability insurance covers alcohol sales in any expanded outdoor spaces which, under Minnesota law, must be "compact and contiguous" to the main structure. Proof of liquor liability insurance must also be provided for onsite catered events. • City approval of a map of expanded service areas. Note that guidance from the Minnesota Department of Employment and Economic Development (DEED) limits bars and restaurants to 50 guests with reservations for the entire outdoor service area. Once approved, the City must send a copy of the map to the DPS Alcohol and City Council Agenda: 07/26/2021 Gambling Enforcement Division. • Use of a parking lot would have to constitute a compact and contiguous additional patio space. (The Minnesota Department of Transportation is preparing guidance on the use of parking lots and areas traditionally used as right of ways.) Staff will continue to communicate with local restaurants, restaurant/bars, production brewery with taproom, microdistillery with cocktail room, and/or brewpubs regarding the extensions. 1. Budget Impact: Impacts to the Building Department and City Hall/Administration budget will occur as a result of lost permit revenue. Currently, temporary sign permits are $50, sidewalk cafe permits are $100, and tent permits are variable based on value. Expected revenue loss for temporary sign permits is $650 and revenue loss for tent permits is $300. 2. Staff Workload Impact: Workload impact related to this consideration is minimal or reduced in some cases. Waiving the application requirement for temporary signs reduces staff administrative, review and inspection time. Introduction of expanded availability of seating areas is estimated to result in approximately 10- 15 review hours total for 2021, based on 2020 usage. 3. Comprehensive Plan Impact: The 2040 Vision cites "A diversified and strong economy" and "A vibrant downtown ..." as community values. These values are supported through ongoing efforts to support local business during a time of particular strain. STAFF RECOMMENDED ACTION City staff recommends adoption of the resolution providing continued flexibility in support of Monticello businesses as they continue to recover from the pandemic. While indoor seating is currently allowed at full capacity, each business is managing their capacity individually. Staff believe the flexibility for outdoor seating allows individual businesses the tools needed to manage changing conditions. Staff discussed the extension beyond the expiration of the State's Emergency Order with the City Attorney. The Attorney has indicated that many cities are continuing to allow COVID- related flexibilities to be extended under Chapter 12 of Minnesota Statutes for Emergency Management to assist in the economic recovery. SUPPORTING DATA A. Resolution 2021-54 B. Monticello Zoning Ordinance, Excerpt 5.3 — Outdoor Seating CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-54 A RESOLUTION OF THE MONTICELLO CITY COUNCIL EXTENDING A TEMPORARY SUSPENSION OR MODIFICATION OF REGULATIONS AND LICENSING RELATING TO OUTDOOR SEATING AND DINING FOR RESTAURANTS, BARS, BREWERIES, TAPROOMS, MICRODISTILLERIES WITH TASTING ROOMS AND BREWPUBS WHEREAS, the City has in place ordinances regulating outdoor seating and dining, including those for required parking, building and sign permits, and liquor licensing; and WHEREAS, the City seeks to support business in their continues response and recovery related to the COVID-19 pandemic; and WHEREAS, the City has determined that additional flexibility related to the expansion of outdoor dining areas is necessary to support the economic and social vitality of the city; and WHEREAS, the City seeks to allow the continued temporary suspension or modification of regulations and licensing relating to outdoor seating and dining for restaurants, bars, breweries, taprooms, microdistilleries with tasting rooms and brewpubs as allowed under provisions of Chapter 12 — Emergency Management; and WHEREAS, the City Council has considered all of the comments and the staff report, which are incorporated by reference into the resolution; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA: that the City Council hereby declares and directs the following through October 31, 2021, as may be amended relating to business operations during the pandemic: 1. The City Clerk is directed to modify or amend liquor licenses to include expanded outdoor dining areas in accordance with state guidelines; 2. A temporary suspension of Monticello Zoning Ordinance section 5.3(D)(25)(a) requiring a Conditional Use Permit for outdoor seating for restaurants, bars, breweries, taprooms, microdistilleries with tasting rooms and brewpubs within 300' of residential areas; but requiring compliance with zoning standards per 5.3(D)(25)(b) for all outdoor seating or dining areas; 3. Temporary waiver of the tent permit fee; 4. Extension of the temporary sign waiver as adopted per Resolution 2020-036; 5. Waiver of permit fees for sidewalk cafes, and 6. The temporary modification of parking ordinance requirements for restaurants, bars, breweries, taprooms, microdistilleries with tasting rooms and brewpubs, specifically to allow extension of outdoor seating and dining areas. ADOPTED this 26th day of July, 2021, by the City Council of the City of Monticello, Minnesota. MONTICELLO CITY COUNCIL m ATTEST: Jennifer Schreiber, City Clerk Lloyd Hilgart, Mayor CHAPTERS: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (C) Table of Permitted Accessory Uses 5-4: ACCESSORY USES BY DISTRICT (cont.) Use Types Base Zoning Districts "P" = Permitted Conditionally Permitted 1 2] N 3 4 AdditionalTABLE Requirements Permitted Indoor Storage P P P P P P 5.3 D20 Incidental Light P P P P P P P P 5.3(D)(21) Manufacturing Machinery/Trucking C 5.30(22) Repair & Sales Office P P P P P P none Off-street Loading p p C P P P P P P P 4.9 Space Off-street Parking p p p p p p p p p p p p p p p p 4.8 Open Salesp C C C 5.3(D�(23) Operation and storage of agricultural P 5.3(D)(24) vehicles, equipment, and machinery Outdoor Seating — Accessory to restaurant, bar, production brewery with P\C P\C P\C P\C 5.3(D)(25) taproom, microdistillery with cocktail room, and/or brewpubs Outdoor Sidewalk Sales & Display P P PP P P P P 5.3(D�(26) (businesses) Residential 5.3 U (27)(a) Outdoor Storage P P P P P P P P P P Industrial 5.3(D)(27).(b) Park Facility Buildings & P P P P P P P P P P P P P P P P 5.3(D)(28) Structures (public) Private Amateur 4.13(6) Radio P P P P P P P P P P P P P P P P Private Receiving Antennae and P P P P P P P P P P P P P P P P 4.13(C) Antenna Support Structures City of Monticello Zoning Ordinance Page 413 Section 4.1 fI): Standards for Required Screening Section 4.4: Exterior Lighting CHAPTERS: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses to a monument shop. If the principal use changes to cell phone sales, the accessory use of manufacturing monuments shall cease). (22) Machinery/Trucking Repair and Sales and Industrial Services (a) The entire site other than that taken up by a building, structure, or plantings shall be surfaced with a material to control dust and drainage which is subject to the approval of the Community Development Department. (b) A drainage system subject to the approval of the Community Development Department shall be installed. (c) When abutting a residential use, the property shall be screened with an opaque buffer (Table 4-2, Buffer Type "D") in accordance with section 4.1(G) of this ordinance. (d) Provisions are made to control and reduce noise. (e) No other outside storage except as permitted or conditionally permitted in compliance with Section 5.3(D)(26) of this ordinance. (f) If the business repairs semi -trucks or other large machinery, a specific area shall be designated for the exterior storage of the things being repaired and/or other vehicles and equipment accessory and incidental to the vehicle or machinery being repaired or serviced. (23) Open Sales In commercial and industrial districts where open sales is conditionally permitted, the following standards shall apply: (i) Outside services, sales and equipment rental connected with the principal uses is limited to thirty (30) percent of the gross floor area of the principal use. This percentage may be increased through issuance of the conditional use permit. (ii) Outside sales areas are fenced or screened from view of residentially zoned areas and public right-of-way in compliance with Section 4.1(I) of this ordinance. (iii) All lighting shall be in compliance with Section 4.4 of this ordinance. (iv) Sales area is grassed or surfaced to control dust. (v) Does not take up parking space as required for conformity to this ordinance. City of Monticello Zoning Ordinance Page 427 CHAPTERS: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses (24) Operation and Storage of Agricultural Vehicles, Equipment, and Machinery Vehicles, equipment, and machinery being stored shall be incidental to a permitted or conditionally permitted uses. (25) Outdoor Seating — Accessory to restaurant, bar, production brewery with taproom, micro -distillery with cocktail room, and/or brewpubs (a) For all restaurants, restaurant/bars, production brewery with taproom, microdistillery with cocktail room, and/or brewpubs, if the establishment (building) or outdoor seating area is located within 300 feet of a residential zoning district, the following standards shall apply: (i) The use shall require authorization through a conditional use permit. (ii) Primary access from local residential streets shall be prohibited. (b) Restaurants, restaurant/bars, production brewery with taproom, microdistillery with cocktail room, and/or brewpubs having outdoor seating (including, but not limited to, seating for dining or listening to live or recorded acoustic or amplified entertainment outside of the building) shall comply with the following standards: (i) The outdoor portions of the facility shall not operate after 10:00 P.M. unless a Special Event Permit for such event has been approved by the City Council. Such a permit supersedes the provisions of City Code 6-1- 10(B). (ii) No noise or music shall be generated in any outdoor seating area adjacent to residential property after 9:00 p.m. (iii) The outdoor seating area shall not obstruct the movement of pedestrians along sidewalks or through areas intended for public use. (iv) Outdoor seating shall be fenced and enclosed to control access to the area, with service only from the inside of the facility. (v) No outdoor seating area shall be located within one hundred feet (100') of any property containing single family, two family, or townhouse residential units. (vi) Any outdoor seating area adjacent to residential property shall be fenced and fully screened from view of said residential property. (vii) All lighting shall be hooded and light glare or reflection shall not be visible from adjoining residential property. (viii) Fences are permitted for outdoor seating areas, provided such fence maintains 50% opacity within front yard areas. Page 428 City of Monticello Zoning Ordinance Section 4.8: Off - Street Parkin CHAPTERS: USE STANDARDS Section 5.3 Accessory Use Standards Subsection (D) Additional Specific Standards for Certain Accessory Uses (26) Outdoor Sidewalk Sales and Display Outdoor sidewalk sales and display areas associated with legally permitted retail uses shall: (a) Not encroach into areas necessary for the safe ingress and egress into the retail structure; (b) Maintain a minimum pedestrian walkway of at least five feet in width along the front of the display; (c) Take place only on an improved dustless surface; (d) May not take up required parking; (e) The area of the site devoted to sidewalk sales and display under this section shall not exceed five (5) percent of the gross floor area of the principal use. Sidewalk sales and display which exceed five (5) percent of the gross floor area of the principal use may be allowed by conditional use permit. (27) Outdoor Storage (a) In all zoning districts, all materials and equipment, except as specifically denoted in this ordinance, shall be stored within a building or fully screened so as not to be visible from adjoining properties except for the following: (i) Clothes line pole and wire. (ii) Recreational equipment and vehicles, subject to off-street parking regulations in Section 4.8 of this ordinance. (iii) Construction and landscaping material currently being used on the premises. (iv) Off-street parking of passenger vehicles, emergency vehicles and -small commercial vehicles in residential areas, unless otherwise required to be screened according to Section 4.8 of this ordinance. (v) Propane tanks, fuel oil tanks, and other similar residential heating fuel storage tanks which do not exceed 1,000 gallons in capacity and shall not be located within five (5) feet of any property line. (vi) Wood piles in which wood is stored for fuel provided that not more than 10 cords shall be stored on any property. A cord shall be 4'x4'x8'. (vii) All wood piles shall be five (5) feet or more from the rear and side yard property lines and shall be stored behind the appropriate setback line in front yards. (viii) Solar energy systems. (ix) Wind energy conversion systems. (b) In the I-1 and 1-2 districts, the following shall apply: City of Monticello Zoning Ordinance Page 429 City Council Agenda: 07/26/2021 2J. Consideration of adopting Resolution 2021-55 accepting a petition and calling for a public hearing on August 23rd, 2021 for vacation of a portion of Dundas Road and Marvin Road right of way as legally described for the proposed Kampschroer Addition. Prepared by: Meeting Date: ❑ Regular Agenda Item Community Development Director, 07/26/2021 X Consent Agenda Item Project Engineer, City Clerk Reviewed by: Approved by: Public Works Director/City Engineer City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-55 accepting a petition and calling for a public hearing on August 23, 2021, for vacation of a portion of Dundas Road and Marvin Road right of way as legally described for the proposed Kampschroer Addition. REFERENCE AND BACKGROUND Sherrie Danner, property owner, and developers of the proposed 'Sota Car Wash/Kampschroer addition project, have requested that the City Council consider the vacation of a portion of the right of way for Marvin Road and Dundas Road, which each exist within a portion of the proposed plat. The developers submitted an application for preliminary and final plat for a proposed commercial lot to be platted as the Kampschroer Addition. The developer proposes to redevelop the site, demolish the existing structure, and construct a new automated car wash facility on the site. To accomplish the redevelopment, platting of the various unplatted parcels and vacated right of way that make up the site is required. In preparing the proposed plat and accompanying title work it appears that a portion of the noted rights of way must be vacated. Procedurally, City Council must accept the petition and call for a public hearing to consider the vacation. Statute requires two weeks between the publication of notices and the public hearing itself. Council should therefore call for the public hearing for consideration of the vacations to be placed on the August 23, 2021, City Council agenda. Staff will use the time between the items to thoroughly review the petition and past action related to these rights of way. In addition, the City Attorney will review the information due to the complicated nature of the legal descriptions and parcel configuration of the area. City Council Agenda: 07/26/2021 The developer has also asked that the City review the alignment of Cedar Street for possible vacation and transfer of land. This will need to be evaluated for any related Council action on the requested land transfer. If it is determined that a portion of Cedar Street should be vacated, it will be brought to a public hearing at a later date. As part of this review, the applicant/petitioners will be responsible for coordinating any required private utility information and communicating this information to the City. City staff has prepared and sent the notices to be published in the Monticello Times and sent to affected property owners. I. Budget Impact: None. The application fee and deposit cover the costs for publication, mailing and review. II. Staff Workload Impact: Workload impact is expected at approximately 10-15 hours for review and recommendation on the vacation requests. Review by the City Attorney will be required. III. Comprehensive Plan Impact: The Monticello 2040 plan guides the Deephaven area as. The original plat of Deephaven contemplates a mix of residential and commercial uses, with supporting park and pathway facilities consistent with the plan. STAFF RECOMMENDED ACTION City staff recommends adoption of the resolution and calling for the public hearing. Regardless of the final determination and recommendation for vacation, a review of past action and parcel configuration is advisable. SUPPORTING DATA A. Resolution 2021-55 B. Petition for Vacation C. Vacation Exhibit and Legal Description CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-55 RESOLUTION CALLING FOR A PUBLIC HEARING ON VACATING PORTION OF RIGHT OF WAY ON MARVIN ROAD AND DUNDAS ROAD AS LEGALLY DESCRIBED AT 1301 CEDAR STREET, MONTICELLO, MINNESOTA 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 portion of right of way on Marvin Road and Dundas Road at 1301 Cedar Street, Monticello, Minnesota as legally described in Exhibit A (attached) on Monday, August 23, 2021, at 6:30 PM at the Monticello City Hall: 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 23rd day of August, 2021, 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 26th day of July, 2021. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk EXHIBIT A Parcel A: Lot "D" of the Northwest Quarter, Section 14, Township 121, Range 25, Wright County, Minnesota, except therefrom a tract conveyed to State of Minnesota in Book 210 of Deeds, page 256, legally described to wit: All that part of the following described tract: That part of the Northwest Quarter of Section 14, Township 121 North, Range 25 West, described as follows: Beginning in the middle of the Buffalo and Monticello County Road, 26.84 chains southwesterly by the course of the road, from section line between Sections 11 and 14 said Township and Range; thence along middle of said road, South 29 degrees West, 3.95 chains, more or less, to the intersection of this line and the middle of Marvin Road; thence along middle of said road, North 14 % degrees West 5.79 chains, thence South 85 degrees East parallel to the North line of the piece of land from which this is taken, 2.77 chains, more or less to the beginning (designated Lot D of the Northwest Quarter of said Section 14); which lies Northwesterly of a line run parallel with and distant 75 feet southeasterly of the following described line: Beginning at a point on the North line of the Northeast Quarter of the Northwest Quarter of said Section 14, distant 62.3 feet East of the Northwest corner thereof; thence run southwesterly at an angle of 71 degrees 09 minutes 30 seconds with said North line for 1700 feet and there terminating. Parcel B: That part of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, which lies Southeasterly of a line drawn parallel with and distant 33.00 feet Southeasterly of the Southwesterly extension of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota. And which lies Northerly of a line drawn parallel with and distant 40.00 feet Northerly of the following described line: Commencing at the Northeast corner of said South Half of said Northwest Quarter; thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along the North line of said South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with the East line of said South Half of the Northwest Quarter, a distance of 584.77 feet, to its intersection with a line drawn parallel with and distant 584.69 feet South of said North line; thence South 89 degrees 00 minutes 47 seconds West, a distance of 428.09 feet, to the point of beginning of said line to be hereinafter referred to as "Line A"; thence Westerly, a distance of 318.44 feet, along a tangential curve concave to the North, having a radius of 750.00 feet and a central angle of 24 degrees 19 minutes 37 seconds, and said "Line A" there terminating. And also, which lies Westerly of a line drawn parallel with and distant 33.00 feet Westerly of the following described line: Commencing at said Northeast corner of the South Half of the Northwest Quarter; thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along said North line of the South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with said East line of the South Half of the Northwest Quarter, a distance of 924.00 feet, thence South 89 degrees 00 minutes 47 seconds West, parallel with said North line of the South Half of the Northwest Quarter, a distance of 567.42 feet; thence Northerly a distance of 345.84 feet, along a non-tangential curve concave to the West, having a radius of 1150.00 feet and a central angle of 17 degrees 13 minutes 50 seconds, the chord of said curve bears North 08 degrees 58 minutes 18 seconds East, thence North 00 degrees 21 minutes 27 seconds East, tangent to last described curve, a distance of 30.60 feet, to the point of beginning of said line to be hereinafter described; thence Northerly, a distance of 64.55 feet, along a tangential curve concave to the East, having a radius of 985.00 feet, and a central angle of 03 degrees 45 minutes 18 seconds, to a point to be hereinafter referred to as "Point A"; thence continuing Northerly, a distance of 401.23 feet, along said 985.00 feet radius curve, with a central angle of 23 degrees 20 minutes 20 seconds, to its intersection with a line drawn parallel with and distant 33 feet Southeasterly of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, and said line there terminating. And also, which lies Northwesterly of the following described line: Beginning at said above reference "Point A", thence South 50 degrees 27 minutes 45 seconds West, a distance of 72.87 feet, to its intersection with a line drawn parallel with and distant 40 feet Northerly of said above reference "Line A" and said line there terminating, including vacated Cedar Street, as set forth in Document No. 1103715. Parcel C: That part of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota described as follows: A strip of land 33 feet in width over that part of the Southwest Quarter of the Northwest Quarter, the Northwesterly line of said strip of land is contiguous with the Southwesterly extension of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, according to the plat on file and of record in the office of the County Recorder, Wright County, Minnesota. Said strip land is to extend by its full width from the Southeasterly extension of the South line of said Lot 5, to a line drawn parallel with and distant 40 feet Northerly of the following described line: Commencing at the Northeast corner of said South Half of said Northwest Quarter; thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along the North line of said South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with the East line of said South Half of the Northwest Quarter, a distance of 584.77 feet, to its intersection with a line drawn parallel with and distant 584.69 feet South of said North line; thence South 89 degrees 00 minutes 47 seconds West, a distance of 428.09 feet, to the point of beginning of said line to be hereinafter described; thence Westerly, a distance of 318.44 feet; along a tangential curve concave to the North, having a radius of 750.00 feet and a central angle of 24 degrees 19 minutes 37 seconds, and said line there terminating. Except that part of the above described strip, which lies Easterly of a line drawn parallel with and distant 33.00 feet Westerly of the following described line: Commencing at said Northeast corner of the South Half of the Northwest Quarter; thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along said North line of the South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with said East line of the South Half of the Northwest Quarter, a distance of 924.00 feet; thence South 89 degrees 00 minutes 47 seconds West, parallel with said North line of the South Half of the Northwest Quarter, a distance of 567.42 feet; thence Northerly a distance of 345.84 feet, along a non-tangential curve concave to the West, having a radius of 1150.00 feet and a central angle of 17 degrees 13 minutes 50 seconds, the chord of said curve bears North 08 degrees 58 minutes 18 seconds East; thence North 00 degrees 21 minutes 27 seconds East, tangent to last described curve, a distance of 30.60 feet, to the point of beginning of said line to be hereinafter described; thence Northerly, a distance of 465.78 feet, along a tangential curve concave to the East, having a radius of 985.00 feet and a central angle of 27 degrees 05 minutes 38 seconds, to its intersection with a line drawn parallel with and distant 33.00 feet Southeasterly of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, and said line there terminating, including vacated Cedar Street, as set forth in Document No. 1103715. Parcel D: That part of Lot A, of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows; Commencing at the most Southerly corner of Lot 5, Block 1, Commercial Plaza 25, according to said plat on file and of record in the office of the County Recorder, Wright County; thence South 29 degrees 00 minutes 00 seconds West assumed bearing along the Westerly right of way line of Cedar Street, a distance of 263.65 feet to the Southwesterly right of way line of Marvin Road, the point of beginning of the land to be described; thence continuing South 29 degrees 00 minutes 00 seconds West along said Westerly right of way line a distance of 60.32 feet to the Southerly right of way line of Dundas Road; thence North 51 degrees 01 minutes 32 seconds West along said Southerly right of way line, a distance of 51.73 feet; thence North 22 degrees 31 minutes 00 seconds West, a distance of 38.62 feet to the Southeasterly right of way line of Minnesota State Highway No. 25; thence North 20 degrees 06 minutes 07 seconds East along said Southeasterly right of way line a distance of 170.60 feet to said Southwesterly right of way line of Marvin Road; thence South 11 degrees 56 minutes 01 seconds East along said Southwesterly right of way line a distance of 163.40 feet to the point of beginning. EXCEPT, THAT PART OF PARCEL D LYING SOUTHERLY OF OF THE NORTHERLY ROW OF DUNDAS ROAD AS SHOWN ON MINNESOTA DEPARTMENT OF TRANSPORTATION ALIGNMENT LAYOUT & TABULATION S.A.P. 222-103-02, S.A.P. 222-110-03 DATED 05/22/2006. Parcel E: That part of Lot A, of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows: Commencing at the most Southerly corner of Lot 5, Block 1, Commercial Plaza 25, according to said plat on file and of record in said office of the County Recorder; thence South 29 degrees 00 minutes 00 seconds West assumed bearing along the Westerly right of way line of Cedar Street, a distance of 213.30 feet to the centerline of Marvin Road, the point of beginning of the land to be described; thence continuing South 29 degrees 00 minutes 00 seconds West along said Westerly right of way line a distance of 50.35 feet to the Southwesterly right of way line of Marvin Road; thence North 11 degrees 56 minutes 01 seconds West along said Southwesterly right of way line a distance of 163.40 feet to the Southeasterly right of way line of Minnesota State Highway No. 25; thence North 20 degrees 06 minutes 07 seconds East, along said Southeasterly right of way line, a distance of 62.20 feet to said centerline of Marvin Road; thence South 11 degrees 56 minutes 01 seconds East, along said centerline, a distance of 178.08 feet to the point of beginning. Abstract Property CITY OF Monticeflo CITY OF MONTICELLO Community Development 505 Walnut Street, Suite 1 Monticello, MN 55362 (763) 295-2711 . infoLd)ci.monticello.mmus Vacation Petition CHECK ONE: VACATION TYPE: FEE: X Street $200 + escrow Drainage and/or Utility $200 + escrow Other (please specify): $200 + escrow ESCROW: PROPER'i1I' WKWIVIA"noN Property Address 1301 CEDAR STREET, MONTICELLO, MN 55362 Property Legal Description SEE ATTACHED Property ID Number SEE ATTACHED 4-10 KWPER'ti( O"ER INFORIVIAMON Owner Name SHERIE DANNER Owner Address 451 102ND STREET NE, MONTICELLO, MN 55362 Owner Phone/Email 763-878-2086 / sdanner@tds.net CHECK ONE: VACATION TYPE: FEE: X Street $200 + escrow 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$2,200-00 Property Owlner/PetWonWs Statement 1 am the fee title owner of the described property and i agree to this application. I certify that I am in compliance witty 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 1 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: SHERIE DANNER, OWNER (Signature) (Date) 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 agrefrrlent, the City will proceed on action to assess or lien. Payment of costs will be required whether the application is granted or denied. 07/19/2021 TO: City Clerk City of Monticello To Whom it may Concern: Sherie E. Danner, fee title property owner of 1301 Cedar Street, Monticello, MN 55362, petition on behalf of RRG Holdings, LLC for the vacation of public street right-of-way for Marvin Road and Dundas Road within the property boundaries as herein described. Legal description: See attached Exhibit A Thank You, Property Owner's Signature -z-4 FOR VACATION OF PORTIONS OF MARVIN ROAD AND DUNDAS ROAD / OQ/ Co�,011' Ty N l C9 / I 0 �� l STORM MANHOLE �(V / S gUI�,pIN RIM= 960.61 O SPL INV. = N/A oZO, o�QST SNEET /r <'oT,l,� 1 STAR S Al STORM INI FLOW= 958.8 Q . STORM INLET \ �J INV.= 954.11 4 Oy FLOW= 958.01 i /^ INV.= 940.51 d. S6 7 26' POINT OF COMMENCEMENT ^33 / PARC L D) / o / o PARC E AIV IV 0A\ 0`0 V Cl) AZ 70 CO t, YJ :(PAI I �n " /�,/ �b 14V OJ �� \ Novo co ri m °Q\'9O� VO F \oopo 0,\mA N/OJ�O �^0 /C3 O �� / I �O D° AZ \ \\ / QPM / I� I ��ck, G�� �� Q`v O N o`� w .!,`� \� �l o �, h I �� 1-1611 \K \ / N Q I °� rQP Cl) 4-7/ I Cl) 0 U QGJ n J� CJ o /�O 4 �O �`� URPJE \ O°,h� h / O O 00 / I �v X40 STORM /NLET QO PARCEL D / � Q� / �� FLOW= 957.24 ��} INV.= 92e.94 � � S ORM N \ / �0/ CN FLOW= 957.21 POB (PARCEL D) --�� / J§1 INV. = 952.63 RIM= 962.25 ° / STORM INS INV.= 950.58 �• V FLOW- 961.18 �P ��G`` , lNv.=i 957e8 POIN OF BEGINNING THIRD ` I N O�" ^ / O V V U LINE ARCEL B s o NO O°// / QP00 p P01 A" W N S�R� y 60 (d �� �/ / °� , ' V I O ??? q o R �'4 ry � <n STORM INLET f" FLOW= 9612 SOUTHERLY RIGHT OF WAY OF (NOr ro eF vqN O) I � INV = ss7.781 DUNDAS ROAD AS DESCRIBED2ST�o� _•pis. II PER PARCEL D FLOW= '��3 . R 'y ��90�Oy R°" 0� ED LINE INLV.W 950.428 �o . O � Q�� 16, �� .00 ODc ,� � ® � II DESC OF BEGIN i I (PARCELOB) �oFoIL Nh N 6 `L� �' � ti� gg ��0� '0 I a .5TORM MANHOLE�� 55 6 l0 II ALINE 40.00 NORTHERLY RIM= 957.77 % �j� �� — J I - ---__ OF "LINE A" INV.= N/A O \ ) CONCRETE ��. ------------------ I , IT R A STORE V = 959.38 RIM= 961.32 INV -- 950.74 /NV.= 954.08 STORM INLET / `/,{ �u o FLOW= 95749 0Or�7 p// =31 N � POINT OF BEGINNING INV.= 953.74 Ve O� 8 44, i LSC R/ R,75 00 .00 N (LINE A, PARCEL B) , 7 STORM ANNA/ F ZZ ---- RIM- 960.72 -- - - - - - INV.= N/A \ \ SANITARY RANHOL RIM= 961.42 I HEREBY CERTIFY THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY /* INV.= N/A DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. -- ----------------- i KALEB J. KADELBACH (LIC. NO. 57070) DATE.' THIS DESCRIPTION IS INTENDED TO BE USED TO VACATE THOSE PORTION OF MARVIN ROAD AND DUNDAS ROAD LYING WITHIN THE BELOW DESCRIBED PROPERTY. Parcel A: Lot "D" of the Northwest Quarter, Section 14, Township 121, Range 25, Wright County, Minnesota, except therefrom a tract conveyed to State of Minnesota in Book 210 of Deeds, page 256, legally described to wit: All that part of the following described tract: That part of the Northwest Quarter of Section 14, Township 121 North, Range 25 West, described as follows: Beginning in the middle of the Buffalo and Monticello County Road, 26.84 chains southwesterly by the course of the road, from section line between Sections 11 and 14 said Township and Range; thence along middle of said road, South 29 degrees West, 3.95 chains, more or less, to the intersection of this line and the middle of Marvin Road; thence along middle of said road, North 14 14 degrees West 5.79 chains; thence South 85 degrees East parallel to the North line of the piece of land from which this is taken, 2.77 chains, more or less to the beginning (designated Lot D of the Northwest Quarter of said Section 14); which lies Northwesterly of a line run parallel with and distant 75 feet southeasterly of the following described line: Beginning at a point on the North line of the Northeast Quarter of the Northwest Quarter of said Section 14, distant 62.3 feet East of the Northwest corner thereof, thence run southwesterly at on angle of 71 degrees 09 minutes 30 seconds with said North line for 1700 feet and there terminating. Parcel B: That part of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, which lies Southeasterly of a line drawn parallel with and distant 33.00 feet Southeasterly of the Southwesterly extension of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, according to said plat on file and of record in the office of the County Recorder, Wright County, Minnesota. And which lies Northerly of a line drawn parallel with and distant 40.00 feet Northerly of the following described line: Commencing at the Northeast corner of said South Half of said Northwest Quarter, thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along the North line of said South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with the East line of said South Half of the Northwest Quarter, a distance of 584.77 feet, to its intersection with a line drawn parallel with and distant 584.69 feet South of said North line; thence South 89 degrees 00 minutes 47 seconds West, a distance of 428.09 feet, to the point of beginning of said line to be hereinafter referred to as "Line A"; thence Westerly, a distance of 318.44 feet; along a tangential curve concave to the North, having a radius of 750.00 feet and a central angle of 24 degrees 19 minutes 37 seconds, and said "Line A" there terminating. And also, which lies Westerly of a line drawn parallel with and distant 33.00 feet Westerly of the following described line: Commencing at said Northeast corner of the South Half of the Northwest Quarter, thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along said North line of the South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with said East line of the South Half of the Northwest Quarter, a distance of 924.00 feet; thence South 89 degrees 00 minutes 47 seconds West, parallel with said North line of the South Half of the Northwest Quarter, a distance of 567.42 feet; thence Northerly a distance of 345.84 feet, along a non–tangential curve concave to the West, having a radius of 1150.00 feet and a central angle of 17 degrees 13 minutes 50 seconds, the chord of said curve bears North 08 degrees 58 minutes 18 seconds East; thence North 00 degrees 21 minutes 27 seconds East, tangent to last described curve, a distance of 30.60 feet, to the point of beginning of said line to be hereinafter described; thence Northerly, a distance of 64.55 feet, along a tangential curve concave to the East, having a radius of 985.00 feet, and a central angle of 03 degrees 45 minutes 18 seconds, to a point to be hereinafter referred to as "Point A` thence continuing Northerly, a distance of 401.23 feet, along said 985.00 feet radius curve, with a central angle of 23 degrees 20 minutes 20 seconds, to its intersection with a line drawn parallel with and distant 33 feet Southeasterly of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, and said line there terminating. And also, which lies Northwesterly of the following described line: Beginning at said above reference "Point A"; thence South 50 degrees 27 minutes 45 seconds West, a distance of 72.87 feet, to its intersection with a line drawn parallel with and distant 40 feet Northerly of said above reference "Line A" and said line there terminating, including vacated Cedar Street, as set forth in Document No. 1103715. Parcel C: That part of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota described as follows: A strip of land 33 feet in width over that part of the Southwest Quarter of the Northwest Quarter, the Northwesterly line of said strip of land is contiguous with the Southwesterly extension of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, according to the plat on file and of record in the office of the County Recorder, Wright County, Minnesota. Said strip land is to extend by its full width from the Southeasterly extension of the South line of said Lot 5, to a line drawn parallel with and distant 40 feet Northerly of the following described line: Commencing at the Northeast corner of said South Half of said Northwest Quarter, thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along the North line of said South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with the East line of said South Half of the Northwest Quarter, a distance of 584.77 feet, to its intersection with a line drawn parallel with and distant 584.69 feet South of said North line; thence South 89 degrees 00 minutes 47 seconds West, a distance of 428.09 feet, to the point of beginning of said line to be hereinafter described; thence Westerly, a distance of 318.44 feet; along a tangential curve concave to the North, having a radius of 750.00 feet and a central angle of 24 degrees 19 minutes 37 seconds, and said line there terminating. Except that part of the above described strip, which lies Easterly of a line drawn parallel with and distant 33.00 feet Westerly of the following described line: Commencing at said Northeast corner of the South Half of the Northwest Quarter, thence South 89 degrees 00 minutes 47 seconds West, assumed bearing along said North line of the South Half of the Northwest Quarter, a distance of 1056.00 feet; thence South 00 degrees 00 minutes 30 seconds East, parallel with said East line of the South Half of the Northwest Quarter, a distance of 924.00 feet; thence South 89 degrees 00 minutes 47 seconds West, parallel with said North line of the South Half of the Northwest Quarter, a distance of 567.42 feet; thence Northerly a distance of 345.84 feet, along a non–tangential curve concave to the West, having a radius of 1150.00 feet and a central angle of 17 degrees 13 minutes 50 seconds, the chord of said curve bears North 08 degrees 58 minutes 18 seconds East; thence North 00 degrees 21 minutes 27 seconds East, tangent to last described curve, a distance of 30.60 feet, to the point of beginning of said line to be hereinafter described; thence Northerly, a distance of 465.78 feet, along a tangential curve concave to the East, having a radius of 985.00 feet and a central angle of 27 degrees 05 minutes 38 seconds, to its intersection with a line drawn parallel with and distant 33.00 feet Southeasterly of the Southeasterly line of Lot 5, Block 1, Commercial Plaza 25, and said line there terminating, including vacated Cedar Street, as set forth in Document No. 1103715. Parcel D: That part of Lot A, of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows; Commencing at the most Southerly corner of Lot 5, Block 1, Commercial Plaza 25, according to said plat on file and of record in the office of the County Recorder, Wright County; thence South 29 degrees 00 minutes 00 seconds West assumed bearing along the Westerly right of way line of Cedar Street, a distance of 263.65 feet to the Southwesterly right of way line of Marvin Road, the point of beginning of the land to be described; thence continuing South 29 degrees 00 minutes 00 seconds West along said Westerly right of way line a distance of 60.32 feet to the Southerly right of way line of Dundas Road; thence North 51 degrees 01 minutes 32 seconds West along said Southerly right of way line, a distance of 51.73 feet; thence North 22 degrees 31 minutes 00 seconds West, a distance of 38.62 feet to the Southeasterly right of way line of Minnesota State Highway No. 25; thence North 20 degrees 06 minutes 07 seconds East along said Southeasterly right of way line a distance of 170.60 feet to said Southwesterly right of way line of Marvin Road; thence South 11 degrees 56 minutes 01 seconds East along said Southwesterly right of way line a distance of 163.40 feet to the point of beginning. EXCEPT, THAT PART OF PARCEL D LYING SOUTHERLY OF OF THE NORTHERLY ROW OF DUNDAS ROAD AS SHOWN ON MINNESOTA DEPARTMENT OF TRANSPORTATION ALIGNMENT LAYOUT & TABULATION S.A.P. 222-103-02, S.A.P. 222-110-03 DATED 05/22/2006. Parcel E: That part of Lot A, of the Southwest Quarter of the Northwest Quarter of Section 14, Township 121, Range 25, Wright County, Minnesota, described as follows: Commencing at the most Southerly corner of Lot 5, Block 1, Commercial Plaza 25, according to said plat on file and of record in said office of the County Recorder, thence South 29 degrees 00 minutes 00 seconds West assumed bearing along the Westerly right of way line of Cedar Street, a distance of 213.30 feet to the centerline of Marvin Road, the point of beginning of the land to be described; thence continuing South 29 degrees 00 minutes 00 seconds West along said Westerly right of way line a distance of 50.35 feet to the Southwesterly right of way line of Marvin Road; thence North 11 degrees 56 minutes 01 seconds West along said Southwesterly right of way line a distance of 163.40 feet to the Southeasterly right of way line of Minnesota State Highway No. 25; thence North 20 degrees 06 minutes 07 seconds East, along said Southeasterly right of way line, a distance of 62.20 feet to said centerline of Marvin Road; thence South 11 degrees 56 minutes 01 seconds East, along said centerline, a distance of 178.08 feet to the point of beginning. Abstract Property SHEET 2 OF City Council Agenda: 07/26/2021 2K. Consideration of adopting Resolution 2021-56 accepting bids and awarding contract to Visu-Sewer for the 2021 CIPP Sanitary Sewer Lining Project, City Project No 21C006 for a total amount of $105,832.50. Prepared by: Meeting Date: ❑ Regular Agenda Item PW Director/City Engineer 7/26/2021 ® Consent Agenda Item Reviewed by: Approved by: Utilities Superintendent, Project City Administrator Engineer, Finance Director ACTION REQUESTED Motion to accept bids and award the contract to Visu-Sewer for the 2021 CIPP Sanitary Sewer Lining Project, City Project No. 21C006 for a total amount of $105,832.50. REFERENCE AND BACKGROUND The City of Monticello currently has several miles of vitrified clay sanitary sewer pipe located in the downtown core. Over time tree roots can penetrate these clay pipes, restricting sewer flows ultimately causing sewer backups. This project would consist of rehabilitation of some of these pipelines by installing a resin -impregnated flexible tube Cured -In -Place System. The installation of this product is done without having to excavate the roadway. The resin - impregnated flexible tube is fed into a sanitary sewer manhole and run to an adjacent manhole where is expanded and cured to create a tight -fitting new pipe inside the existing pipe for the entire length of the pipe. Once cured, sewer laterals are cut in utilizing a robot device that travels inside the newly lined pipe. The CIPP lining is expected to have a life -expectancy of more than 50 years. This project will line 4,110 feet of sanitary sewer pipes that have been identified by utility personnel during their routine operations as pipelines in need of repair. Several other pipelines have been lined previously utilizing the same process that is being proposed for this project. There are some un -lined clay pipes under Hwy 25 and CSAH 75 and some other short sections that are planned to be considered for a future year's project. Five bids were received ranging in price from $105,832.50 to $158,851.50. The bid documents indicated a project completion date of February 18, 2022, and construction is expected to only take a couple of weeks to complete this project. Budget Impact: The 2021 budget includes $250,000 for Annual Sewage Line Improvements which will be utilized for this project. City Council Agenda: 07/26/2021 II. Staff Workload Impact: Staff workload will consist of managing the construction contract and inspection. STAFF RECOMMENDED ACTION City staff recommends accepting bids and awarding the contract to Visu-Sewer. SUPPORTING DATA A. Resolution B. Project Map C. Bid Tab CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2021-56 ACCEPTING BIDS AND AWARDING CONTRACT FOR THE 2021 CIPP SANITARY SEWER LINING PROJECT, CITY PROJECT NO. 21CO06 WHEREAS, pursuant to an advertisement for bids for the project the following five bids were received: Company Bid Visu-Sewer $105,832.50 Hydro-Klean $107,271.00 Insituform Technologies USA, LLC $124,533.00 Veit & Company, Inc. $128,232.00 Granite Inliner, LLC $158,851.50 WHEREAS, the bid of Visu-Sewer, in the amount of $105,832.50 for said improvements for the CIPP Sanitary Sewer Lining 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: 1. The Mayor and City Administrator are hereby authorized and directed to enter into a contract 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 261h day of July, 2021. ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO Lloyd Hilgart, Mayor CIPP Lining AW �� r ...-� '7Y -.. - -. - _•� '�`�'�'��. _ r # .. - y,y .rte ? 41 If AA O- iii AL r ♦O w � O ! _ W. b T• , f 1. VAtf At AL w f' 3 "' r r! t a Cy 04' 0.r !� • A �. ♦� % re Mt ' �► _ • � way r _.. <r Mid �/ W Oi' A 41 quo" 4 w a T� 0a A >10 O r ODALQ= •�� _ w :1_M •x� ,e P� w O ► p 7THS7W illi;a Sewer 0 Manholes ► Sewer Fittings x Stub Sewer Network Structures CITYOFSewer a Monticello Pressurized Mains Ap O 1 o H f r'` Q a *r City of�Monit�icello Sewer Gravity Mains 0 1 in=376ft N A May 26, 2021 Map Powered By DataLink wsba' 2021 CIPP SANITARY SEWER LINING PROJECT Owner: City of Monticello Bid Opening: 07/15/202111:00 AM CDT Visu-Sewer Hydro-Klean Insituform Technologies USA, LLC Veit & Company, Inc. Granite Inliner, LLC, Minnesota Section Title Line Item Item Description UofM Quantity Unit PriCE Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price lExtension Bid $105,832.50 $107,271.00 $124,533.00 $128,232.00 $158,851.50 1 8" CIPP Main Lining Ln Ft 4110 $25.75 $105,832.50 $26.10 $107,271.00 $30.30 $124,533.00 $31.20 $128,232.00 $38.65 $158,851.50 Base Bid Total: $105,832.50 $107,271.00 $124,533.00 $128,232.00 1 $158,851.50 City Council Agenda: 07/26/2021 2L. Consideration of aaarovine the reolacement of the Parks Deoartment 2010 Bobcat A770 skid Loader and purchase of a 2021 Bobcat A770 skid loader with bucket and a 60 -month extended warranty for $74,212.07 through the Central Equipment Fund. Prepared by: Meeting Date: ❑ Regular Agenda Item Parks Superintendent 07/26/2021 ® Consent Agenda Item Reviewed by: Approved by: Public Works Director/ City Engineer, City Administrator Finance Director ACTION REQUESTED Motion to approve the replacement of the 2010 Bobcat A770 for the Parks Department and purchase a 2021 Bobcat A770 skid loader with bucket with a 60 -month extended warranty for $74,214.07 through the Central Equipment Fund. PREVIOUS COUNCIL ACTION March 8, 2021: City Council authorized the purchase of a 2021 Bobcat A770 skid -loader for $63,482.36. REFERENCE AND BACKGROUND The Monticello Parks Department requested to purchase an A770 Bobcat in March 2021. Following City Council's approval staff was notified the dealer's inventory was incorrect, and no state contract order units were available. Staff has been searching for another unit with limited success. The A770 Bobcat is an all -wheel steering unit, and 2021 is the last year of production of this unit which has likely increased the demand. A demo unit, with 25 hours of use, was located at Farm -Rite Equipment of St. Cloud for a price of $74,214.07. This price includes an 80" wide bucket and additional lights. Due to the limited inventory, City Council is asked to accept the price quote from Farm -Rite of St. Cloud and to authorize the purchase of a 2021 Bobcat A770 all wheel steer skid loader for the Parks Department. This equipment will replace the 2010 Bobcat A770 currently used in use by the department. Staff recommends moving the old Bobcat to the Monticello Wastewater Treatment Plant rather than trading it in. The bobcat will be used for offloading chemicals as well as snow removal, and it will eliminate the need to make loading ramp modifications or to purchase a forklift for the City Council Agenda: 07/26/2021 plant. The new 2021 Bobcat A770 will be used for daily park maintenance, construction, and snow removal. I. Budget Impact: The 2021 Bobcat A770 skid loader budget amount of $75,000 will be financed by the Central Equipment Fund in 2021. The Central Equipment Fund is an internal service fund that provides financing for governmental fund (General Fund) capital equipment purchases of $10,000 or more. The Central Equipment Fund recovers equipment costs with annual lease payments from the benefitting department. The annual recovery for this purchase is $9,700. II. Staff Impact: Improve staff efficiencies. STAFF RECOMMENDED ACTION City staff recommends approving the purchase of a 2021 Bobcat A770 skid loader with bucket for $74,214.07 through the Central Equipment Fund. SUPPORTING DATA A. Farm -Rite of St. Cloud discounted proposal B. Additional Bobcat A770 comparison Bobcat SALES • SERVICE • PARTS • RENTALS Ship To: IN STORE PICKUP Invoice To: CITY OF MONTICELLO 909 GOLF COURSE RD MONTICELLO MN 55362 FARM -RITE EQUIPMENT OF ST CLOUD, INC, 810 Mayhew Lake Rd NE • St Cloud, MN 56304 Mail To: P.O. Box 717 • Sauk Rapids, MN 56379 320-240-2085 • 844-262-2281 • Fax: 320-230-1012 www.farmriteequip.com Branch Date Time Page 07/20/2021 14.21 1 Account No. Phone No. Estimatb�lo. MONTIO01 3202908458 00014 Ship Via Purchase Order Tax ID No. 7006839 Salesperson JAY KOCKLER JRK SDH EQUIPMENT ESTIMATE - NOT AN INVOICE Description ** Q U O T E ** EXPIRY DATE: 08/19/2021 Amount ***NOW SELLING WACKER COMPACTION EQUIPMENT*** PLEASE ASK OUR SALES TEAM WARRANTY 60M/2000 HRS Stock #: E025723 Serial #: AT5J12953 New 2020 BC 2021 DEMO Used 2020 BOBCAT A770 A770 -P69 PKG -C37 PKG -25 DEMO HOURS WARRANTY NAGS STROBE KIT, SIDE LIGHT ATTACHMENT CONT 80" HD BKT CUT EDGE 80" Sale # 01 Subtotal: TOTAL: ADDITIONAL PARTS MISC Qty: 1 Price: M0287 -R16 -0O3 1 7256348 1 6733136 1 7272681 1 6718008 1 2400.00 220.00 408.86 1002.49 931.00 251.72 Parts Total: 69000.00 69000.00 69000.00 2400.00 220.00 408.86 1002.49 931.00 251.72 5214.07 Subtotal: 74214.07 Authorization: Quote Total: 74214.07 2/23/2021 2020 BOBCAT A770 For Sale In Aston, Pennsylvania I MachineryTrader.com BUY WHAT YOU WITH � Check Buying Power �r WANT 2020 BOBCAT A770 For Sale In Aston, Pennsylvania 74W All (21) M Photos (20) Q Videos (1) For Sale Price: $79,950 Purchase today for'USID Cc r 1,343-.58/monthly* Contact Information A&A Enter rise , LLC D Aston, Pennsylvania 19014 Phone:.{610} 652- 7041 Video Chat With This Dealer Contact: Rick .... - � i p' F •1' w *: i, �' Ail Skia ... yM. LLC, !' II L '1';tl'IiCtlQn A �r':GYpr:;;,:. , I_LC Apply for Financing �5sarr* Get Shipping Quotes Get Insurance Description ***BRAND NEW BOBCAT A770'S*** If you are looking for a brand new Bobcat A770, we believe we have the only ones left in the world. For some reason that is unexplainable, Bobcat decided to discontinue the A770 line of skid steers. There is no new model that it was being replaced with or anything like that, So if you didn't order a new one at the beginning of this year, you were sh_t out of luck, until now.—Me knew this was a https://www.machinerytfader.comflistingsiconstruction-equipmenUfor-saicil9779740912020-bobcat-a770 113 7/20/2021 2020 BOBCAT A770 2020 BOBCAT A770 For Sale in Frederick, Maryland I TreeTrader.com Seller Information Crownstone Equipment York, Pennsylvania 17403 Phone: (717) 1396-7055 Contact: Sales Department Machine Location, 07649 Hayward Road Frederick, Maryland 21702 Hide Thumbnails Description ***SALE PENDING**** ONE OF THE LAST NEW MODELS ON EARTH! Comfort 37 & Performance 69 Packages, EROPS, Heat & A1C, Heated Cloth Air Side Seat, Radio, Keyless Start, Reversing Fan, Pilot Controls, Foot Throttle, All Wheel Steer, 2 Speed, High Flow, Attachment Control, Power Bobtach, 92 HP Tier 4 Bobcat Turbo Diesel Engine, 9,623 LB Operating Weight, 3,325 LB Operating Load, 12-16.5 NHS Heavy Duty Tires. Please call to confirm location! Specifications Year 2020 Manufacturer BOBCAT Model A770 Condition New httpsJ/www.treetrader.com/listing![or-sale/201552673/2020-bobcat-a770-wheel-skid-steers?print=1 112 City Council Agenda: 07/26/21 2M. Consideration of authorizine the purchase of a 2021 Huffcutt Birch Modular Restrooms for $135,250 to replace existing restrooms at Ellison Park. Prepared by: Meeting Date: ❑ Regular Agenda Item Parks Superintendent 7/26/21 ® Consent Agenda Item Reviewed by: Approved by: Public Works Director/City Engineer, City Administrator Project Engineer, Finance Director ACTION REQUESTED Motion to authorize purchase of 2021 Huffcutt Birch Modular restrooms for $135,250 to replace existing restrooms at Ellison Park. REFERENCE AND BACKGROUND City Council is asked to accept the quote from Huffcutt to provide a modular restroom to replace the existing seasonal restrooms at Ellison Park. The current restroom at Ellison Park is about 60 years old and has functioned well until the last few years. The current restroom absorbs water within the block and does not allow paint to adhere to walls, the plumbing fixtures are obsolete, porch footings have settled, and building does not meet current ADA standards. The proposed Huffcutt Birch model meets current ADA requirements, includes electronic door security, LED lighting, 200 -amp service, hot water, exhaust fans and a maintenance closet. While the city purchasing policy requires sealed bids for items over $100,000, a standard design for the building to use in advertising for bids is not practical in this situation so quotes were solicited instead. Staff obtained two quotes for modular shelters that follow State of Minnesota modular structural building code — one for $135,250 and one for $160,000. Staff reached out other manufacturers for quotes; however, their modular buildings did not meet State of Minnesota code specifications. The Building Department has reviewed the Huffcutt plans and has approved the design. The modular restroom takes approximately 14 weeks to be delivered once ordered. Staff recommends the purchase of the Birch modular building from Huffcutt for the sum of $135,250. Staff is currently working on finalizing the utility, footing, and sidewalks plans with hopes of opening bids in the middle of August. I. Budget Impact: The 2021 budget includes funding to replace the Ellison Park restrooms plus ADA site improvements for a total cost of $275,000. This project is expected to be funded City Council Agenda: 07/26/21 from the Park and Pathway Fund. Including this requested purchase, staff anticipates the project will fall within the budgeted amount. II. Staff Workload Impact: Manage contractor and project. STAFF RECOMMENDED ACTION The Parks, Arts, and Recreation Commission (PARC) and city staff recommend the purchase of a 2021 Huffcutt Birch Modular restroom for a total of $135,250 to be placed in Ellison Park. SUPPORTING DATA A. Huffcutt Proposal B. Huffcutt Spec C. CXT proposal D. Picture of 2021 Huffcutt Birch model E. Pictures of current Bertram Huffcutt color scheme for Ellison Park F. Current picture of Ellison Park original bathrooms 4033 123RD STREET HUFF U TT CHIPPEWA FALLSWI 54729 Quote I 715-723-7446 Order# : 4000 Date: 05/05/2021 Billed To: COD SALE This quote is valid for 30 days Description Birch Modular Restroom Engineering/MEP Calculations/3rd Party Approvals Delivery Crane Rental, can be provided by contractor Project: CITY OF MONTICELLO, MN BIRCH Purchase Order#: Quantity Price Ext Price 1.00 $107,450.00 $107,450.00 1.00 $15,000.00 $15,000.00 1.00 $2,800.00 $2,800.00 1.00 $10,000.00 $10,000.00 Taxable Amount: 0.00 Sales Tax: 0.00 Quote Total 135,250.00 Taxes: All applicable Federal, State and local taxes will be added to these prices. Bid and Performance Bonds: this quote does not include any bid or performance bonds. If either are required they will be added to the quote. Professional Services/Certifications: Architectural, structural or MEP calculations and/or stamps are not included unless specified on this quote. This quote also does not include any state manufacturer certifications/insignias. Please call for a quote if needed. Payment Terms: 30% down payment at time of order. 30% payment at time of shipping. Balance net 30 days after invoice at time of shipment. Interest at 1.5% per month after 30 days from date of invoice unless prior arrangements have been made. Under no circumstances can retainage be held by customer. Quotation Term: This offer is good for 30 days from date of this quotation. Prices subject to change without notice after 30 days. Storage: If delivery is delayed more than 30 days after product is ready to ship, an invoice will be submitted for payment and subject to the terms above. After 60 days of storage a fee may be assessed at a rate of 1 % of the total invoice per month until delivery. Responsibilities of the Owner/General Contractor: All excavation, elevations and permits will be the responsibility of the contractor or purchasing party. Contractor is responsible for providing clear access for the crane and semis under their own power. These vehicles can weigh in excess of 100,000#. Clear access requires sufficient turning and maneuvering radius, suitable soil or provided alternatives to support these vehicles under their own power and free of overhead obstacles (including power lines). Additional charges may be assessed if reasonable means are not provided. Working radius of the crane will be 35' or less with the semi sitting next to the crane. Additional charges will apply if a larger working radius is required. Crane rental may be provided by others. Owner/General Contractor are responsible for providing a suitable foundation for the building. We can provide you with the weight of the building. Frost walls or grade beam are acceptable but you will need to determine your soil conditions and State/Local building codes. It is the responsibility of the owner/contractor to comply with any building codes, permits and special requirements. Huffcutt Concrete, LLC can incorporate any special requirements into your building as said owner/general contractor informs Huffcutt Concrete, LLC prior to building being manufactured. Some special requirements may incur an additional charge. Owner/General Contractor will be responsible for roughing in the plumbing supply lines, waste line, electrical, floor drains and plumbing vent lines. Huffcutt Concrete, LLC will provide you with a mechanical rough in drawing. During the installation the contractor or owner will provide site personnel who are knowledgeable, has the authority to make decisions and resources available to make changes if necessary. Prior to setting of the building, Huffcutt Concrete, LLC will verify the foundation to be level within 1/4" and mechanical rough in locations are accurate. After the building is set Huffcutt Concrete, LLC will perform the final caulking, ridge cap, paint touch up and shipping and handling adjustments and repair. Owner/General Contractor will be responsible for the final onsite mechanical connections in the building. These include, but not limited to water supply line, waste lines, plumbing vent lines, electrical connection to the service panel and any tightening of fittings that may have loosened during shipping and handling. (*I HUFFCUTT Huffcutt Submittal Review Project Name: 4000 -CITY OF MONTICELLO, MN BIRCH RESTROOM Please review the submittal that was sent to you by a Date: Huffcutt Representative and note any changes on the attached documents that you feel are necessary. Once review is completed, mark the letter X next to the category that applies for this submittal. Reviewed By: • Approved: Everything in the submittal is correct and ready for production. • Approved as noted: We would make the changes noted and we would not resend the submittal back for review. The submittal is considered approved and ready for production. • Revise and resubmit: Make the changes to the submittal and resend it back to you for review. Approved Approved as Noted Revise and Resubmit Page 1 of 1 COMMENTS X111 PROJECT DIRECTORY OWNER: CITY OF MONTICELLO, MN CONTACT: TOM PAWELK PARKS SUPERINTENDENT TOM. PAWELK@CI.MONTICELLO.MN.US BUILDING PRODUCER: HUFFCUTT CONCRETE, INC. 4154 123RD STREET CHIPPEWA FALLS, WI 54729 715-723-7446 PROJECT MANAGER: REED SORENSEN RSORENSEN@HUFFCUTT.COM PROJECT ADDRESS: TBD BUILDING WEIGHT AND CUBIC YARDS CITY OF MONTICELLO,, MN Q - BIRCH MODULAR FLUSH TOILET BUILDING N O c -I 0000 0 z � z FINISHES SCHEDULE CALL OUT FORMLINER TYPE COLOR COMMENTS z INTERIOR SATIN ACRYLIC CUSTOM NP1 z 3:a 0 o x crz z o Z w v v LOWER 3'-0" SANDBLAST z o m< C7 w o x z x n w V a SECTION 1 SECTION 2 SWING SLAB = 4.48 CU. YARDS @ 17,920 LBS. SLAB = 4.48 CU. YARDS @ 17,920 LBS. TOTAL WALLS = 8.39 CU. YARDS @ 33,560 LBS. WALLS = 8.27 CU. YARDS @ 33,080 LBS. SEC. 1 = 17.17 CU. YARDS @ 68,680 LBS. ROOF = 4.3 CU. YARDS @ 17,200 LBS. ROOF = 4.3 CU. YARDS @ 17,200 LBS. SEC. 2 = 17.05 CU. YARDS @ 68,200 LBS. TOTAL = 17.17 CU. YARDS @ 68,680 LBS. TOTAL = 17.05 CU. YARDS @ 68,200 LBS. TOTAL = 34.22 CU. YARDS. @ 136,880 LBS. DOOR SCHEDULE CALL OUT SWING SIZE WIDTH HEIGHT DOOR MAT. LOUV. FRAME COLOR MAT. CORE THICK. HARDWARE 1 RHR 3'-0" 6'-8" LOWER EXTERIOR FIELDSTONE SATIN ACRYLIC HUFFCUTT CUSTOM 3 4" BLACK ALDER SW3022 LOWER EXTERIOR SANDBLAST LHR 3'-0" 6'-8" STEEL YES SATIN ACRYLIC BLACK ALDER 3022 34" BLACK ALDERSW3022 COLUMN CORNER MEDIUM LHR 3'-0" 6'-8" STEEL YES STEEL LEVER 34" BLACK ALDERSW3022 GROUP2 SATIN ACRYLIC BLACK ALDER 3022 DOOR TRIM MEDIUM UPPER EXTERIOR HORIZONTAL SATIN ACRYLIC CARIBOU SW3025 SHIPLAP UPPER EXTERIOR WOOD GRAIN SATIN ACRYLIC BLACK ALDER 3022 COLUMN CORNER ROOF SPLIT CEDAR SATIN ACRYLIC BLACK ALDER 3022 SHINGLE FLOOR AQUANIL PLUS 40 DOOR SCHEDULE CALL OUT SWING SIZE WIDTH HEIGHT DOOR MAT. LOUV. FRAME COLOR MAT. CORE THICK. HARDWARE 1 RHR 3'-0" 6'-8" STEEL YES STEEL LEVER 3 4" BLACK ALDER SW3022 GROUP 1 2 LHR 3'-0" 6'-8" STEEL YES STEEL LEVER 34" BLACK ALDERSW3022 GROUP 1 3 LHR 3'-0" 6'-8" STEEL YES STEEL LEVER 34" BLACK ALDERSW3022 GROUP2 HARDWARE GROUP 1 SCHLAGE ND MECH. LEVER CORRIDOR LOCK (ND73PD) RHODES (RHO) SATIN CHROME (US26D) REESE ENTERPRISES SADDLE THRESHOLD (S204A) ALUMINUM REESE ENTERPRISES NYLON BRUSH DOOR SWEEP (962C) ALUMINUM REESE ENTERPRISES RAIN DRIP (R201A) ALUMINUM IVES FULL MORTISE HINGES (5661), NON -REMOVABLE PINS (NRP), STAINLESS STEEL (A5112) FALCON DOOR CLOSER (SC70A) W/DEAD STOP ARM (DS), ALUMINUM (689) HES 7500 SERIES ELECTRIC STRIKE HARDWARE GROUP 2 SCHLAGE ND MECHANICAL LEVER STOREROOM LOCK (ND80PD) RHODES (RHO) SATIN CHROME (US26D) REESE ENTERPRISES SADDLE THRESHOLD (S204A) ALUMINUM REESE ENTERPRISES NYLON BRUSH DOOR SWEEP (962C) ALUMINUM REESE ENTERPRISES RAIN DRIP (R201A) ALUMINUM IVES FULL MORTISE HINGES (5661), NON -REMOVABLE PINS (NRP), STAINLESS STEEL (A5112) FALCON DOOR CLOSER (SC70A) W/DEAD STOP ARM (DS), ALUMINUM (689) CON C. VOID TO EXPOSE WELD PLATE i�� @ 7" MIN. AROUND SPACE FOR - a @ 7" MIN. AROUND SHIMS AND PERIMETER OF 2" x 3" PERIMETER OF 2" x 3" SQUARING WELD PLATE _ WELD PLATE g" x 6" x 6" LONG 36 KSI STEEL PLATE W/ a" x 3" HEADED 3" 3" NELSON STUDS @ 4" GA SIDE VIEW 19 81011MICYTA WELD PLATE CONNECTION DETAILS (TYP.) z LL 0 0 U Lz J w ULu TU � 0 oz qzt 5 p L A1.00 CITY OF MONTICELLO,, MN 4000 — BIRCH MODULAR FLUSH TOILET BUILDING INTERIOR HARDWARE SCHEDULE DESCRIPTION COMPANY SIZE MODEL QTY. GRAB BAR BRADLEY 18" 812-001-18-02 2 GRAB BAR BRADLEY 36" 812-001-36-02 2 GRAB BAR BRADLEY 42" 812-001-42-02 2 TOILET PAPER HOLDER ROYCE ROLLS 3 ROLL CTP -3 (W/LOCK & KEY) 3 MIRROR BRADLEY 18" x 36" 781-1836-2 2 ACCESSIBILITY NOTES AND REQUIREMENTS (IBC CHAPTER 11 AND ANSI A117.1-20091) GENERAL: ALL DOORS 32" MIN. CLEAR WIDTH, AND %2' MAX. THRESHOLD. ALL DOORS TO HAVE LEVER HANDLES @ 34" TO 48" ABOVE FINISHED FLOOR. PROVIDE 18" MIN. CLEAR TO LATCH SIDE OF ENTRANCE DOORS ON PULL SIDE, 12" TO PUSH SIDE. ALL SWITCHES, RECEPTACLES, OUTLETS, AND CONTROLS TO BE 15" TO 44" HIGH, AND SHALL BE OPERABLE WITH ONE HAND. INSTALL PROTECTIVE COVERING ON ALL EXPOSED PIPES. RESTROOM: PROVIDE 6" MIN. WATERPROOF BASE TRIM. MIN. 30" x 48" CLEAR SPACE IN FRONT OF ALL BATH FIXTURES. GRAB BARS: ALL GRAB BARS SHALL BE 1 Y2" DIAMETER STAINLESS STEEL. SPACE BETWEEN GRAB BAR & ADJACENT WALL, OR PARTITIONS, SHALL BE 1 Y2". FASTENERS AND MOUNTING SUPPORTS SHALL WITHSTAND 250 LB MIN. POINT LOAD. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. WATER CLOSETS: - HEIGHT OF WATER CLOSET SHALL BE 17"-19" MIN. ABOVE FINISHED FLOOR. URINAL: URINAL RIM TO BE 17" MAX ABOVE FINISHED FLOOR 1312" MIN. DEPTH FROM OUTER FACE OF URINAL TO BACK OF FIXTURE s in m m s l7 TOILET PAPER HOLDER TOILET INFORMATION 36" MIN. GRAB BAR VENT SCHEDULE CALL OUT SIZE MATERIAL SCREEN OR LOUVERS QTY. COMMENTS WIDTH HEIGHT V1 18" 18" 18 GA. CRS INVERTED SPLIT „Y„ 3 DOOR VENTS MIXING VALVE WINDOW SCHEDULE CALL OUT SIZE COMPANY EXT. COLOR GLASS OR VINYL BUG SCREEN COMMENTS QTY. WIDTH HEIGHT W1 30" 18" PARCO MOCHA TEMPERED/ OBSCURE GLASS OPERABLE 6 ELECTRICAL SCHEDULE DESCRIPTION COMPANY MODEL QTY. LOAD CENTER CH 100 AMP, 12%4D VOLT, SINGLE PHASE 1 HAND DRYER MURDOCK SUPER SECURE 1118 SERIES 2 EXHAUST VENT FAN SOLER & PALAU TD -200 1 EXHAUST VENT COVER SOLER & PALAU BOR/BOC 4 MOTION SENSOR ACUITY CONTROLS CMR 9 2 RR INTERIOR LIGHTS RAB VANlLED12W 6 MECHANICAL LIGHT LITHONIA 4' FLORESCENT 2 LED REPLACEMENT BULBS SYLVANIA SUBSTITUBE LED T8 4 EXTERIOR LIGHTS RAB WPTS 70 1 CONDUIT EMT N/A N/A OUTLETS & SWITCHES LEGRAND N/A N/A 18" MIN. Z ELECTRIC HAND DRYERS MIRROR > MIN. (OPTIONAL) a 17 T.P. x 41/ p MIN. 1 THERE SHALL BE NO SHARP CORNERS ORMAX'I ABRASIVE SURFACES UNDER LAVATORIES. SINK INFORMATION 27" MAX. CONTROL AREA 18" GRAB BAR GRAB BAR 6" Z 27" MAX 1'_8$" MAX. ¢ 6" 5'-6" 6" m MAX. MAX. v m a 6'-6" t7 FOLDING SEAT SIDE VIEW BACK VIEW SHOWER INFORMATION PLUMBING SCHEDULE DESCRIPTION COMPANY MODEL QTY - SEDIMENT FILTER RUSCO 2-100-F 1 WATER HEATER BRADFORD WHITE RE1201-16 (19 GAL) 1 MIXING VALVE WATTS LFMMV-US-M1 2 SINK KOHLER K1721 2 FAUCET SLOAN SF -2300 (MOTION ACTIVATED) 2 SINK DRAIN PROFLO PFGD100 2 P TRAP PROFLO PF200WH 2 TOILET SEAT BEMIS 1955CT 3 TOILET KOH LER K4323 3 TOILET CARRIER (RIGHT) ZURN Z1203-NR4 1 TOILET CARRIER (LEFT) ZURN Z1203-NL4 2 TOILET FLUSH VALVE SLOAN 952 3 URINAL KO H LE R K4991 -ER 1 URINAL FLUSH VALVE SLOAN 995 1 INTERIOR HOSE BIB WOLVERINE BRASS 50259 2 MOP SINK PROFLO PFMB2424 1 MOP SINK FAUCET CHICAGO FAUCETS 835CP 1 FLOOR DRAIN SIOUX CHIEF 842-2PNR 5 3" MAX. , 2'-lO2 SEAT VIEW MAX. 0 z� O a 0 so 0 V N 0 z z z 0 � � am 0 z J n z F 0 Z w vw V Z Y 0 m Q (7 w 0 Z)�Z== In 0 w v a CITY OF MONTICELLO,, MN 4000 - BIRCH MODULAR FLUSH TOILET BUILDING 5" CONCRETE ROOF PANELS WITH CED AR SHAKE SHINGLE APPEARANCE COLOR: BLACK ALDER 3022 1 FLOOR PLAN SCALE:1/6'=1'0 12 WEEPY ELEVATION FORM LINER: C FORM COLC FOR COLOF FORM LINER: COLOR: I nFRONT ELEVATION s�ALE 1/A"=l..o.. I IT 11 11 IT 1 11 IT 11 1111 11 IIITII WITH III IT 11 11 IT 11 1111 11 1111 11 1111 11 11 IT 11 11 111 8.. B.. a REAR ELEVATION EXTERIOR PHOTO EYE EXTERIOR LIGHT (TYPICAL) AL� DOOR COLOR: ❑ DOOR COLOR: ❑ DOOR COLOR: BLACK ALDER BLACK ALDER BLACK ALDER SW3022 SW3022 SW3022 0 0 o- m is im (1.1 1!TELEVATION CITY OF MONTICELLO,, MN 4000 - BIRCH MODULAR FLUSH TOILET BUILDING 16'-32" 6'-1q' 10'-14" 3..3.. 2-104 3'-3.. P_0.. 2._4.. 5'-94 LAB 1 SLAB 3.. 3.. 2 -104 3'-3" 4._4.. S'-94 6'-1q" 10'-14" XT_ DATION/FLOOR OPENING PLAN 3" 6" 3" CHASE WALL �N �N 2" DIA. ELEC. 1 }" DIA. CONDUIT DRAIN VENT S9ZPING'LAL' 1 i" DIA. DRAIN VENT �N iO NN CHASE WALL 9" 3" 1'-0" nOPE 1A 2A PEAK PEAK 2G O 0 1B 2B 8 1}" DIA. CHASE ZC lE DRAIN VENTS 2E WOMEN 2H 4" GRADE./FROST WALLS &INTERIOR SUPPORT WALL$ TO BE SIZED PER 2D TOL T" MEN SITE SOIL CONDITIONS �a �a mn� 0 iV 12" DIA. BLOCKOUT 12"DIA. BLOCK.T O .n 2.-43.. 4 1-0 ..4._33.. 2'-9" 4'-30" 1'-0" 4 O .n CHASE WALL CHASE WALL 10 a A 0 CHASE loolc 0 - G^ 0 NN 12" DIA12" DIA. BLOCKOUT V BLOCKOUT O - N ,OB O 1' S" e. D o CHASE WALL CHASE WALL 2'-44" 1._0.. 2'-9" 4-10.. 1._0.. 4._34.. 0 G 12" DIA. BLOCKOW 0 12"DIA. BLOCKOUT rri�a M�V O ^ WOMEN ^ LAB 1 SLAB 3.. 3.. 2 -104 3'-3" 4._4.. S'-94 6'-1q" 10'-14" XT_ DATION/FLOOR OPENING PLAN 3" 6" 3" CHASE WALL �N �N 2" DIA. ELEC. 1 }" DIA. CONDUIT DRAIN VENT S9ZPING'LAL' 1 i" DIA. DRAIN VENT �N iO NN CHASE WALL 9" 3" 1'-0" nOPE 1A 2A PEAK PEAK 2G O 0 1B 2B (1ROOF PANEL REFERENCE PLAN SCALE: PEAK 12 13 3 16 — 8" mlio EAVE m 24'-92" (SQUARE OFF) (1ROOF PANEL REFERENCE PLAN (SECTION) 3" 3" 2" 4" 4" DIA. WASTE DRAIN a (2) 1 o DIA. ti DRAIN VENTS 3" 1, 3" 2" 4" nOPENING "DL' 18,2B ' // 2" DIA. WATER 2G � q MAIN IN 8 1}" DIA. CHASE ZC lE DRAIN VENTS 2E WOMEN 2H 4" DIA. WASTE DRAIN 2D TOL T" 4" DIA. WASTE DRAIN a (2) 1 o DIA. ti DRAIN VENTS 3" 1, 3" 2" 4" nOPENING "DL' 18,2B MEN 2G MEN 1F BACK LC VIEW 8 lA CHASE CHASE ZC lE 2A BACK VIEW 2E WOMEN 2H WOMEN 1D 2D A& LL PANEL REFERENCE PLAN FLOOR SLAB - 12" CIA. --\FLOOR SLAB BLOCKOUT FLOOR DRAIN GROUT ' (FIELD INSTALLED) 01, NSTALLED) 2" DIA. DRAIN PIPE W/ P -TRAP (BY CUSTOMER) STUB UP 12" ABOVE GRADE (10PENING "G" SCALE:1" =1'-D" DAVErO M� SUPERIOR 75 SHALLOW FIELDSTONE Thermoform Plastic Formliner 5" 8 General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10, subject to pattern configuration, proper handling and jobsite configurations. Care and Handling: To protect from thermal deformation, formliners should not be exposed to temperatures above 140°F (60°C). To avoid discoloration from sunlight exposure, formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction +/-'/s" @ 70°F. Keep away from steam, acids, and certain fuels. Styrene ABS Product Code # Product Code # F3170576 F3170501 Uses Uses 1 Up to 10 Material Thickness Material Thickness .090 .110 Standard Dimensions Standard Dimensions 10' x 4' 10' x 4' Color Color White Gray SYMomse BY DAYTON SUPERIOR DAYTONSUPERIOR.COM DAVErON� SUPERIOR No Photo Available 6" WOODGRAIN SHIPLAP Thermoform Plastic Formliner General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10, subject to pattern configuration, proper handling and jobsite configurations. Care and Handling: To protect from thermal deformation, formliners should not be exposed to temperatures above 140°F (60°C). To avoid discoloration from sunlight exposure, formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction +/- 1/8" @ 70°F. Keep away from steam, acids, and certain fuels. Styrene ABS Product Code # Product Code # F70603 F70631 Uses Uses 1 Up to 10 Material Thickness Material Thickness .090 .110 Standard Dimensions Standard Dimensions 10'x4' 10'x4' Color Color White Gray svmomso BY DAYTON SUPERIOR DAYTONSUPERIOR.COM DAVErO M� SUPERIOR 10' SANDBLAST - MEDIUM Thermoform Plastic Formliner General Information: The Styrene and ABS formliners are an economical solution for providing architectural pattern reproductions. The Styrene plastic formliner is a perfect alternative for single use applications which costs less than other liners. The ABS plastic formliner exhibits good impact resistance and excellent overall performance. Its reuse factor is 10, subject to pattern configuration, proper handling and jobsite configurations. Care and Handling: To protect from thermal deformation, formliners should not be exposed to temperatures above 140°F (60°C). To avoid discoloration from sunlight exposure, formliners should be covered with a tarpaulin when not in use. This helps prolong the life of the material and keeps the material clean. Form Liners are subject to thermal expansion and contraction +/-'/s" @ 70°F. Keep away from steam, acids, and certain fuels. Styrene ABS Product Code # Product Code # F3170596 F3170513 Uses Uses 1 Up to 10 Material Thickness Material Thickness .070 .070 Standard Dimensions Standard Dimensions 4'x 10' 4'x 10' Color Color White Gray SYMomse BY DAYTON SUPERIOR 101 DAYTONSUPERIOR.COM Formliners, ':i Pattern Number: 1231 Split Cedar Shingle 1/2" (13mm) depth 4" to 6" lap with 4" to 8" random shingles s � a n Varies 4.0" to 8.0" M x m�u ❑epth _ o ' 1,625 LO. Bonded to 3/4" plywood Varies 0.250 to 0.375 Concre i r1 Elosto$peCT"A Standard size 4'x8' and 4'x10' Custom sizes available E105tospecLitdr " Standard size 4'x8' and 4'x10' Custom sizes ovolloble Available Thicknesses: 0.070, 0.090, 0.110, and 0.15 ThermoSpecTM Standard size 4'x10' h1 n Custom sizes: any less than 4'x10' Visit www.specformliners.com for application guides and technical information ThermoSpectm SINGLE OR MULTI -USE PLASTIC Property HIPS ABS Tensile D638 3700 5300 (Flexural D7905 - 9300 Hardness D786 Material Weights - Ibs/ft2 105 Material Weights - lbs/ft2 0.070 MIL 0.110 MIL 0.150 MIL 0.393 0.621 0.843 ElastoSpec Litetm Semi-Elastomeric ElastoSpectm 100% Solid Urethane MULTI -USE MATERIAL Property ASTM Rating Shore D D2240 65 Tensile D412 3000 psi Elongation D412 300% Tear Strength D2370 23 MPa Material Weights - Ibs/ft2 Varies by Pattern BONDED TO 3/4" PLYWOOD Property ASTM Rating Shore A D2240 50-55 Tensile D638 800 psi Elongation D638 600% Tear Strength D624 200 pli Material Weights - Ibs/ft2 Varies by Pattern Call for ThermoSpect' Standard Panel Sizes on this pattern. Custom Sizes and Art Panels available ElastoSpectm Customized Panel Sizes and Art Panels Spec Formliners, Inc. 530 East Dyer Road, Santa Ana, CA 92707 www.specformliners.com - Phone: 714 429-9500 - FAX: 714 429-1460 Overview Falcon' SC70A Series heavy duty closers are built for applications that demand reliable door control and easy maintenance. The SC70A Series closers are ANSI Grade 1, ADA compliant and deliver tough performance at an unbeatable value. Choose the SC70A for interior or exterior doors in retail shops, restaurants, apartments, small offices and a variety of other high traffic applications. Features and benefits: • Fully adjustable sizes 1-6 • Separate adjustable general speed, speed and backcheck • Common industry hole pattern • Non -handed for left or right swingin • Double heat-treated pinion • 1'/z" diameter, heat-treated forged piston • Listed ANSI/BHMA A156A Grade 1 • Meets ANSI A117.1 • Cover is UL approved for use in fire rated assemblies ALLEGION' • UL listed and compliant to UL10C and UBC 7-2 (19 97) • Comes standard with universal screw pack, including self reaming and tapping screws The right accessories for every job The non -handed design of the SC70A Series and its quick and easy installation make it perfect for any high traffic application where Grade 1 heavy duty performance is needed. 0 Regular (RW/PA) Hold open (HW/PA) Heavy-duty regular (HD/PA) Dead stop (DS) Dead stop hold open (DS/HO) Spring -n -Stop (SS) Spring -n -Stop hold open (SS/HO) Forged arm (FA) Forged arm with hold open (FA/HO) About Allegion Soffit shoe support Provides anchorage for fifth screw used with soffit shoe where reveal is less than 31/,6" (78mm). �® Blade stop spacer ® Required to lower parallel arm shoe to clear 1/2" (13mm) blade stop. Auxiliary shoe Requires a top rail of 7" (178mm). Optional shoe replaces PA shoe for parallel arm mounting of regular arm with overhead holder/stop. m Plate m Required for hinge side mount where top rail is less than 3 7/8" (98mm). Required for top jamb mounting where head frame is less than 3 7/8" (98mm). m Parallel arm plate Required for parallel arm mounting where top rail is less than 6" (152 mm), measured from the stop. Plate requires 1 3/4" (44mm) minimum top rail measured from stop. Cover Standard, non -handed, full plastic cover encloses the closer body. Available finishes 622 689 695 696 Matte black Aluminum Dark bronze Brass Allegion (NYSE: ALLE) is a global pioneer in safety and security, with leading brands like CISA; Interflex; LCNI Schlage° SimonsVoss® and Von Duprin® Focusing on security around the door and adjacent areas, Allegion produces a range of solutions for homes, businesses, schools and other institutions. Allegion is a $2 billion company, with products sold in almost 130 countries. For more, visit www.allegion.com. aptiO LCN ® STEELCRAFT VON DUPRIN ALLEGION' © 2017 Allegion 011170. Rev. 06/17 www.attegion.com/us Raindrip, Model R201A, Reese riReese Enterprlses,lnc- ABOUT WFATH€R57RIP5 Page 1 of 1 HOME 4NI.ME=AM W I WNWNSITEP 7HR€SHOLDS MAT5 0 GRATES STRIP ODORS DOOR ACCES50RIFS Path: Online Catalog - Door Accessories - Raindrip - R201 A MEE== Reese Catalog Number: R201 Description: R201 A - Mill Aluminum Raindrip Weatherstrip, 1- 1/2"" x 2-1/2 Retail Price*: $ 4.30 per foot Quantity: Options: Length 0 inches Comment (specify fractional inches or comments here) 2-ilP• All parts come with holes unless otherwise specified. * Note all items are listed at retail price. Your actual price will vary. Place Item in Cart Weatherstrips and Door Thresholds by Reese © 2010 Reese Enterprises, Inc. - Minneapolis Web Design by First Scribe Inc. HOW To 0Rp€R CON7AtT Call and hear for yourself. 1-500-328-0953 http://www.reeseusa.com/item/R201A 2/5/2010 DE Series Doors Republic's DE Series doors are available in 20, 18 16 and 14 gage cold -rolled, Agalvannealed and (G90) galvanized steel. Face sheets are continuously projection welded to hinge and lock channels on 5" centers. SDI Levels 1, 2, 3 and 4 - Physical perform- ance levels A, B, C and D. ■ 3/4" (19) cell honeycomb core 100% bonded to skins to pro- vide exceptional strength, flatness and acoustical performance. ■ Hinge edge is non -beveled and reinforced with a full height 10 gage steel channel projection welded at a max. of 5" on cen- ter. ■ Continuous flush, 16 gage top and inverted bottom channels projection welded to both face sheets every 2-1/2" on center. ■ Lock edge is non -beveled and reinforced with a continuous 14 gage steel channel, mortised and cylindrical lock reinforce- ments are integral 14 gage reinforcements. ■ Doors are prepared for 4-1/2" standard or heavy weight, full mortise template hinges. ■ Non -handed design (square lock edge). ■ Size availability: minimum 1'0" (305) x 110" (305); maximum 510" (1524) x 10'0" (3048). ■ Doors are thoroughly cleaned, phospatized and primed with a coat of force -cured rust inhibiting primer. ■ Doors are individually packaged and fully plastic wrapped to prevent damage. Options ■ When closer reinforcement required, 14 gage standard/12 gage optional ■ A60 galvannealed, G90 galvanized or textured wood -grain or leather -grain steel ■ Continuously welded seamless design or filled seamless design Cores Available For DE Series Doors Honeycomb (Standard) ■ Efficient in 951 p of all weather conditions ■ STC rating of 38 standard. U Factor of .342. Flush Top Channel And Visible Seam Continuous 14 -gage steel integral lock channel rein- forcement with provi- sions for gov- ernment series 4 160 or 161 cylindrical locksets (2-314" (70) backsel) and ANSI All 5.2 lock front (1- 118" (29) x 2-1/4" (57)). Standard doors have provisions for 4-112" (114) full mortise Heavy Weight or Standard Weight hinges with 1/4" hinge backsel Doors are not handed ° and use ° hinge ° fillers. ° 4t1___1 Bottom Reinforced With Inverted Channel Continuous 14 - gage steel inte- gral mortise lock reinforcement with provisions for government series 86 mortise locksel and ANSI Al 15.1 lock front (1-114" (32) x 8" (203)). Lever Lock Prep —161 DT (Modified 161 Prep) Conforms with the ANSI 115.18161 lever lock specs. WARNING: Use rose tdm with a min. diameter of 3.5116" to cover prep. ■ Lock edge beveled 1/8" in 2" • Polystyrene, mineral fiberboard and polyurethane solid cores or steel stiffened ■ Finish paint (Republic standard and custom colors) Polystyrene ■ Solid core ■ Efficient in extreme weather conditions. Mineral Fiberboard IN Solid core ■ Rated for max of 250- temperature rise J, Polyurethane ■ Solid core ■ Recommended for use In Arctic conditions All Republic Series DE DL, DS & DB Doors up to 4'0" x 10'0" (min mum width 2'0": can be cont nuously welded and seamless. Universal & Drywall Frames ME Series Universal Frames and MH Series Drywall Frames are constructed to conform to Steel Door Institute Standard ANSI A250.8-1-1998 (SDI -100). ME/MH Series Frames are formed from 14, 1® or 18 gage cold -rolled steel, hot rolled steel or a v nlz steel (14 gage max. height of 10'0"). Frames may be either knocked -down or have corners welPTOnd ground smooth. Knockdown corners have aligning tabs and slots for secure, easy interlocking of jambs to head. Frames are provided with 9/32" silencer preparation, (3) per strike jamb and (2) per head for double openings for field application after finish painting. Frames for 1-3/4" (44) doors shall have 9 gage steel universal hinge tap plate projection welded with provisions for 4-1/2" (114) x 4-1/2" (114) template type hinges and 14 gage steel strike reinforcement plate, extruded and formed to the equivalent of 10 gage, projection welded with provision for Universal ANSI A115.1 or ANSI A115.2 strike. Frames for 1-3/8" (35) doors shall have 11 gage steel hinge reinforcement plates projection welded with provisions for 3-1/2" (89) x 3-1/2" (89) template type hinges and 14 gage steel strike reinforcement plate projection welded with provision for cylindrical ANSI A115.2 strike. Optional reinforcement for surface closer made of 12 gage steel. Optional reinforcement provided for other hardware when required. For more detailed information regarding universal and drywall frames, please request Republic Technical Data Manual. 12 gage masonry frames also available. 112• (13) Drywall Profiles) T1 318'(,0 Jamb Depths 2-L� x,14: THRU 15' (381: 112' (13) DOUBLE RABBET �-} STOCK = 4.418' (114;. 4618• (121 if' I 5.418' (149) 5-518' (,43) 5.818' 11462. — 3rftol 5.718' (149) 6-2/8'(1591 7-1'r(1812 8.218' (216) tr 4-112' (114 THRU ,5- 1381 CASED OPENING (NON STOCK! M'031 31B', 37 m 3' (761 THRU 8.314' 1222) SINGLE RABBET (NON STOCK) ME Universal Miter Rough Opening Required For Butted Universal Frame Door Width Opening + 2 Times Face Dimension +1i2" Door Height Opening + Face Dimensicn + 114" (10' maximum height) MH Drywall Miter Rough Opening Required For Drywall Frame Door Width Opening + 2" (51) Door Height Opening + 1" (25) (9' maximum height) Assuming 2" Face Dimension For SGL-RBTD or CASED OPG. - Door Width + 3" Universal Profiles/Jamb Depths 7116" 111, ^' 4.112•(11q THRU20'(508� NARROW FACE (NON STOCK) 7116-•} 11) II "--� 41rz• (11a) THau 2a• (see) DOUBLE RABBET STOCK = 4314' (121),5-314'(146) 6.114• (159), 6.314' (171) 7-314' (197) 8.114' (216) 6374' (222) 7116'(11) CL I 4112' 114. THRU 20' 1568) CASED OPENING 5.3 4- (146) STOCK ONLY 3• (761 ffn 20' 0111 SINGLE RABBET (NON STOCK, 7:16',(111 E.TI-IT 4314•!'21: THRU 20'(598) DOUBLE EGRESS 5.314' (1461 STOCK ONLY Anchor Details: Refer to Republic's Product Catalog (uL lW 2 Rows of Inverted, Split "Y" Blades with Two -Piece Design for Wood or Metal Doors SPECIFICATIONS: Material: 18 gauge CRS frame and blades. Min size 6" x 4", Max 48" x 80". 01 Louvers & Frame: 2 rows of inverted split "Y" blades at 1" intervals are Quantity: attached by interlocking construction to the 3/4" deep welded frame. 1 - Construction: 1/4" trim, with mitered and welded corners and countersunk mounting Date: Version: ALSPDS1001 holes. Non -vision Construction. Louver frame is screwed into door from 2 sides. Door: Minimum 1-3/8" thick door. Door cutout = order size. Fasteners Phillips head screws #8 x 3/4". (B) Mineral Bronze (G) Gray (stock colors) Powder Coat (BK) Black (FBK) Flat Black (W) White Finishes: (SB) SC Beige (SA) Satin Aluminum (S) Sand (AB) AMS Beige (R) Red (GH) Gray Hammertone Color Samples Online Free Flow Area: 50%free area. OPTIONAL FEATURES AT AN ADDITIONAL COST: — (S)18 gauge stainless steel, #4 finish Finishes & 16 gauge CRS. Materials: (G) Galvanized sheet for exterior use and corrosion -resistance. (EG) Electro Galvanized for corrosion resistance & exterior use. Special order colors. Please provide color chip. 18x14 mesh insect screen installed with rivets or screws. Screen: aluminum bronze fiberglass stainless Bird Screen. Custom: 1j; stom sizes, other door thickness, other oDtions: Contact Customer Service. 71 1 L _ D y U J 0 W w N II N w W N N a W a A LIM10" �V —V-, -131e. MIN.+I STOCK ITEM— THIS ITEM IN STOCK FOR NEXT DAY SHIPMENT IN 4 STANDARD SIZES FROM CA WAREHOUSE Order Format: 700 Example: 70OA1212B Option S,G,EG W H Color rArchitect: A� R f LOUVERS Distributor: Width: x Height: Quantity: Contractor: Model: Project: Date: Version: ALSPDS1001 HDQTRS:4450 WEST 78TH ST CIR., BLOOMINGTON, MN 55435-5416 PH: 800-554-6077 FAx: 952-835-2218 EMAIL: SALES@AIRLOUVERS.COM VISIT WWW.ACTIVARCPG.COM FOR THE MOST UPDATED PRODUCT INFORMATION " AN ACTIVAR CONSTRUCTION PRODUCTS COMPANY ACPG WEST COAST (AIR LOUVERS MANUFACTURING):COMMERCE CA - WAREHOUSES: LANCASTER PA, ATLANTA GA, CHICAGO IL, Bloomington MN Shown with 7501 Option The 7500 series electric strike is ideal fc rated applications with pre -load conditions caused by a warped or misaligned door, weather stripping, a smoke seal or any other condition that could cause door bind. The heavy duty stainless steel construction provides the strength and durability required to accommodate fire rated latchboits up to 3/4" throw. Specifications • UL 10C fire -rated, 3 out, (fail secure only) • CAN4-5104 (ULC -S104) fire door conformant • UL 1034, burglary - resistant listed • ANSI/ BHMA ', A156.31, Grade 1 • NFPA-252 fire door conformant • ASTM -1]152 fire door conformant • MEA New York City accepted Frame Application • Metal • Wood • .45 Amps @ 12VDC continuous duty • .25 Amps @ 24VDC continuous duty Simply stated, door preload is pressure exerted on a door, that is tr•ansfered to the keeper of the electric strike by the latch. A number of conditions can cause door preload including pressure from HVAC systems, thick door seals or heavy weatherstripping, misaligned, damaged, bent, warped doors, or user anticipation. When pressure is applied to some models of electric strikes, the keeper may not release because the pressure binds itagainstthe latch. Door preload can prevent the smooth unlocking of the electric strike or even disable it—preventing the door from being opened. 141nU 3313" Standard Features • Stainless steel construction • Tamper resistant • Static strength 1,500 lbs. • Dynamic strength 70 ft-Ibs. • Endurance 500,000 cycles • Field selectable fail safe/fail secure • Accommodates pre -load (fail secure only) • Non -handed • Internally mounted solenoid • Strike body depth 1-1116" • Plug-in connector • Trim enhancer • Five-year limited warranty Optional Features • LBM » Latchbolt monitor Accessories 150 » Strike latch guard 154-11VITK )) Metal template kit 2001M » Plug-in bridge rectifier 2004M » ElectroLynx° adapter 2005M3 » SMART Pac' III 2006M )) Plug-in buzzer 14s.-rl 1-73j3G' p I[34.51 131,3" Finishes 630 » Satin stainless steel 605 » Bright brass 606 )) Satin brass 612 » Satin bronze 613 »Bronze toned 629» Bright stainless steel ,� Operation: After releasing the latchholt the keeper returns to the locked position. ,. For use with: Cylindrical locksets with up to a 3/4" throw ANSIIBHMA Numbers: E09321, E09322, E09323 1-1/4" x 1-11/16" xr � CriiHDAICAL FIELOSELERABIE FIRE RATED LOWETS (FAIL SECURE/FAILSAFE) MeetsANSI/BHMA A156.1 A8133 — Steel A5133 — Stainless Steel A2133 — Brass 0 .�W MeetsANSI/BHMA A156.1 A8112 — Steel A5112 — Stainless Steel A2112 — Brass Finishes brass Architectural Hinges IVES. 5PB1 5 Knuckle, Plain Bearing Full Mortise Hinge • For standard weight doors • Low frequency usage • Packed with wood and metal screws Not for use with a door closer. Options • NRP, Non -Removable Pin • SH, Security Stud • HT, Hospital Tip • RC, Round Corners -1/4" or 5/8" Radius • SEC, Security Fastners - Pin -in -Socket Dimensions Size (Inches) Size (mm) Gauge 3.5x3.5 89x89 0.123 4x4 102x102 0.134 4.5x4 114x102 0.134 4.5x4.5 114x114 0.134 5x4.5 127x114 0.134 5BB1 5 Knuckle, Ball Bearing Full Mortise Hinge For standard weight doors Medium frequency usage 2 ball bearing Packed with wood and metal screws Options US4 • NRP, Non -Removable Pin US10B • SH, Security Stud US11 • HT, Hospital Tip US26 • RC, Round Corners -1/4" or 5/8" Radius • SEC, Security Fastners - Pin -in -Socket Dimensions 612 Size (Inches) Size (mm) Gauge 3.5x3.5 80x102 0.130 4x4 102x102 0.130 4.5x4 114x102 0.134 4.5x4.5 114x114 0.134 Size (Inches) Size (mm) Gauge 5x4.5 127x114 0.146 5x5 127x127 0.146 Ives Finish US3 US4 US10 US10B US10A US11 US15 US26 US26D BHMA 605 606 612 613 614 616 619 625 626 Finishes steel Ives Finish USP US3 US4 US10 US10B US10A USII US15 US26 US26D BHMA 600 632 633 639 640 641 643 646 651 652 Finishes stainless steel Ives Finish US32 US32D BHMA 629 630 Q7 Ives Architectural hardware products 5 ND Series Grade 1 cylindrical locks Mechanical ired electrified (Wireless electronic Wired electrified Lq L a Y tn T c to in E 2 N a+ L ro CL in C 0 ro U U W CL The Schlage° ND Series cylindrical locks Walter Schlage invented the cylindrical lock in 1920. Since then, Schlage Lock Company has consistently delivered innovation and continuous improvement. In that tradition, we are extremely proud to introduce the redesigned ND Series cylindrical lock. Most manufacturers' approach to locks ends with simply meeting industry standards like Grade 1. With the Schlage ND, Grade 1 is just the beginning. Parfnrmanca havnnd Grade 1 The Schlage ND family significantly exceeds BHMA Grade 1 requirements for cycle, lever torque, hammer blow, lever pull and other tests. This means confidence that the lock will last—whether the application calls for high abuse resistance or just operation over millions of cycles— without any degradation in performance. Comprehensive offering for every opening Mechanical, wired electrified and wireless electronic solutions allow a common aesthetic and consistent user experience throughout the building while lowering the total cost of ownership. World-class design A proven, easy to install product with extensive function, keying, trim and finish capabilities that work in nearly any applications. U) 1 2 • Schlage • ND Series Cylindrical lock comparison ND ND wired NDE wireless mechanical electrified electronic �. Applications The Schlage ND is extremely versatile and is regularly used in healthcare, education, government, office, retail and other commercial applications. With 31 mechanical functions, the ND's range spans from the simple (non-locking passage) to complex (double -cylinder security) to specialized (school time-out lock) Because the ND uses an ANSI 161 door prep, commonly used across cylindrical locks, it is ideal for both new construction and retrofit applications. Key features Significantly exceeds ANSI/BHMA A156.2 requirements for Grade 1 cylindrical locks ■ 31 mechanical functions (see adjacent columns for wired electrified and electronic options) Five lever designs, two rose designs 10 available finishes Supports standard, SFIC and FSIC cylinder formats Multiple key systems available — open, patented, restricted, geographic exclusive, UL437 Support for 10 non-Schlage cores (see cylinder section) Applications Wired electrified locks complement the mechanical offering and are typically incorporated into a wired access control system or used independently with a remote access switch (e.g. switch behind a receptionist desk). The electrified ND is ideally used in: high traffic areas, where line power ensures continuous operation new construction, where electrified door prep, hinges and wiring can easily be incorporated into the building Key features All mechanical features plus: auto -detecting 12-24VDC input selectable EL/EU operation low 0.23 amp max current draw that allows multiple locks on a single power supply low 0.010 amp holding current that eliminates "hot levers" in electrically locked applications modular Request to Exit (RX) that can be added at any time inventory friendly—one lock supports 12-24V, EL or EU, with or without RX six electrified functions for application flexibility Applications Wireless electronic locks complete the offering by delivering all of the access control system hardware components required at the door in a single integrated design. NDE wireless lock applications include: retrofit applications where electronic credentials can be used for improved visibility and control new construction to expand the scope of access control to interior openings low to medium traffic areas, where battery power delivers long life Key features All mechanical features' plus: Fits standard ANSI 161L mechanical door prep Installs in minutes with only a Phillips screwdriver Integrated card reader, door position sensor and Request to Exit (RX) switch Built-in Bluetooth) enables wireless configuration from smart phones and tablets Built-in Wi-Fi enables automatic updates to access rights Capable of networked real-time communication Up to 2 years of battery life (4 AA) 1 NDE wireless electronic lock available in 3lever designs, l rose design, and 9 finishes only 2 Requires ENGAGE— Gateway and alliance access control software 3 • Schlage • ND Series ■ STRONG The ND Series has been redesigned to make it the strongest cylindrical lock Schlage has ever built. No access with minimum 3,100 in -lb abusive lever torque — the equivalent of over 690 lbs applied to the end of a 4'/2" lever (2.6x BHMA requirements') No access with minimum 1,600 lbs offset lever pull for protection against pry bar attacks (8x BHMA requirements') No access with minimum 100 vertical impacts' 2 for protection against sledgehammer attacks (20x BHMA requirements') Near zero droop and wobble after 16M cycles (16x BHMA requirements'), without the use of set screws or 0 -rings • Latch retraction with 2001b preload for confident operation in warped and preloaded doors (4x BHMA requirements) 1 Beyond grade 1 performance for ND locks with Schlage cylinders only (standard, FSIC & SFIC). Performance with non-Schlage cylinders will exceed BHMA grade 1 requirements but may be less than the performance of products with Schlage cylinders. 2 Vertical impact testing stopped after 100 blows with no sign of failure or stress. 6 • Schlage • ND Series ■ SECURE A strong lock is only part of the security equation—proper key and card access control is equally important. Standard Everest 29'" key system prohibits unauthorized duplication at local stores and is patent protected until 2029 Available restricted and geographic exclusive keyways for advanced key control Available compatibility with 10 different non- Schlage key systems New SL cylinder allows SFIC keyways in standard cylinders, providing multiple new keying solutions including geographically exclusive SFIC Wired electrified and wireless electronic locks enable the use of electronic credentials for increased visibility and control over access aptiQ® smart cards with MiFarea DESFireR EVl technology utilize encryption, mutual authentication and key diversification to ensure the highest levels of security Schlage is more than locks. It's the complete infrastructure of support throughout the entire build and ownership process. ■ Order entry, customer service, technical support, engineering and manufacturing co -located in the same building in Colorado Springs, Colorado • Comprehensive support from our sales offices including consultations, masterkey development and training; industry and code training, specification writing, and product service • Schlage products suite with other Allegion brands including Von Duprin® exit devices, LCN® door closers, and Steelcraft® doors and frames ■ Custom engineering department can develop specialized functions, trim and finishes for unique applications ■ Trusted partner for nearly 100 years 7 • Schlage • ND Series 1 3 N a 3 a 3 N S (D N 9 (D n S a 3 n a CL n (D CL a. W a (D (D n 0 2. a a 3 CL n M CL (D 3 a N a rt N N n 2i n a o' 3 N A detailed look... x New adjustment plate along with "hands free" torque plate for exceptionally easy installation New levers for better fit and easier installation `-"-!- ' )L:& 1l New cast steel spindle for strong and durable performance —without droop or wobble Expanded cylinder support for Schlage and 10 non-Schlage formats _T New standard latches exceed 4x BHMA pre -load requirement New interior buttons for easier operation electrified Efficient motor -driven design 0.230 amp max current draw Autodetecting 12-24V DC input for more locks per power supply All mechanical automatically adapts to input voltage 0.010 amp holding current features + for inventory and installation flexibility eliminates "hot levers" Quiet operation r � Standard Molex connector for easy wiring Modular RX Request to Exit (RX) module can be "plugged in" for inventory and installation flexibility 8 • Schlage • ND Series Image rotated 180 Switch -selectable EL/EU Change mode (electrically locked or unlocked) anytime via switch on chassis Designs and finishes AthensLever designs and finishes .- •. 37 7 16 k F 3161 Mechanical Wired electrified Wireless electronic Mechanical Wired electrified Wireless electronic Rhodes•Tubular Mechanical Wired electrifi ed X3-67 216 7 26 18 4,9-6 3,6 2a 3I i q,s fi Omega (OME)l �� 3-6 All levers comply with the Americans with Disabilities Act (ADA). 2a 1 Rhodes, Sparta, Tubular and Omega levers comply with California State code 3,6 for return within 1/2" of door face. 2 All levers except Omega can support cylinders from other manufacturers, see '-iiocylinder section page 24 for details. 5,,-6 Finish options Bright Satin Satin oil Satin Matte Bright Satin Aged Color brass brass bronze rubbed nickel black chrome chrome bronze bronze ANSI/BHMA number 605 606 612 613 619 622 625 626/626AM 643e .' US number US3 US4 US10 US10B US15 Us19 US26 US26D Usll Mechanical ■ ■ ■ ■ ■ ■ ■ ■ ■ Wired electrified ■ ■ ■ ■ ■ ■ ■ ■ ■ Wireless electronic ■ ■ ■ ■ ■ ■ ■ ■ Product information and specifications contained in this catalog are subject to change without notice. Please consult the factory. 10 • Schiage • ND Series Lq L a Y 2 L ro CL in C O ro U U W CL ND Series mechanical lock The ND mechanical lock, along with being Schlage's best selling mechanical lock, is the foundation for both the wired electrified and NDE wireless electronic lock. Not only did Schlage invent the cylindrical lock, but we continue to make it better and are pleased to announce the following updates for Spring 2017: Unparalleled strength - the lock prevents access even when subjected to torque loads up to 3,100 in -lbs (2.6x BHMAI), withstands pry bar attacks of 1,600 lbs (8x BHMA requirements'), and withstands 100 hammer blows (20x BHMA requirements' z) Exceptional durability - cycle tested to over 16M cycles (16x BHMA requirements') with near zero droop or wobble - without the use of set screws or O -rings Improved feel - improved strength and durability are more than numbers, you can actually feel it in the lock Improved installation - installation is even easier than before (and without any set screws or O -rings) All this is in addition to what you know and expect with the Schlage ND: 31 mechanical functions (plus wired electrified and wireless electronic) to meet the needs of any application; five lever designs that suite with other Schlage locks and Von Duprin exit devices; simple installation and renowned sales, customer, and technical support. Beyond grade 1 performance for ND locks with Schlage cylinders only (standard, FSI Performance with non-Schlage cylinders will exceed BHMA grade 1 requirements bu than the performance of products with Schlage cylinders. 2 Vertical impact testing stopped after 100 blows with no sign of failure or stress. U1 1 12 • Schlage • ND Series ND Series mechanical lock Keyed function list Schlage ANSI ND50PD F82 Entrance/office lock Push-button locking. Push-button locks outside Lever until it is unlocked with key or by turning inside lever. Inside lever always free for immediate egress. Outside Inside Schlage ANSI ND53PD F109 Entrance lock Turn/push-button locking: Pushing and turning the button locks the outside Lever, requiring use of a key until the button is manually unlocked. Push-button locking: Pushing button locks outside Lever until unlocked by key or by turning the inside lever. Inside lever always free for immediate egress. Outside Inside Schlage ANSI ND60PD F88 Vestibule lock Latch retracted by key from outside when outside lever is locked by key in inside lever. Inside lever always free for immediate egress. Outside Inside Schlage ANSI ND66PD F91 Store lockt Key in either lever locks or unlocks both levers. Outside Inside s4pp I sm° or, 1m�e o�G�e Schlage ANSI ND70PD F84 Classroom lock Outside lever locked and unlocked by key. Inside lever always free for immediate egress. Outside Inside Schlage ANSI ND73PD F90 Corridor lock Locked or unlocked by key from outside. Push-button locking from inside. Turn inside lever or close door to release button. When outside lever is locked by key it can only be unlocked by key. Inside lever always free for immediate egress. Outside Inside Schlage ANSI ND75PD - Classroom security lock Key in either lever locks or unlocks outside lever. Inside lever always free for immediate egress. Outside Inside s4m� s40�� s��ae 14 • Schlage • ND Series Schlage ANSI ND80PD F86 Storeroom lock Outside lever is fixed. Entrance by key only. Inside lever always free for immediate egress. Outside Inside Available with RX 3/18/2016 Door Sweep/Nylon Brush, Model 962C, Reese r Reese HOME . ONLINECATALOC 4F SEARCH SITE Enterprises, Inc_ AEOW WEATHERSTRIPS THRESWILD5 HATS 4 tRATE5 STRIP DOORS DOOR ACCESSORIES HOW TO ORDER CONTACT Path: Online Catalog - Weatherstrips - Door Sweep/Nylon Brush - 962C CMEEMr . Reese Catalog Number: 962C j Description: 962C - Anodized Clear Aluminum, Door Sweep Weatherstrip, Nylon Brush Insert Retail Price*: $ 8.81 per foot t -t' Fire Rated I1 Quantity: Options: Len th inches trig - Comment (soecifv fractional inches or comments here) Fire Rated a Yes * No All parts come with holes unless otherwise specified. * Note all items are listed at retail price. Your actual rice will vary. Place Item in Cart Call and hear for yourself. 1-800-328-0953 Weatherstrips and Door Thresholds by Reese ©2016 Reese Enterprises, Inc. - Minneapolis Web Design by First Scribe Inc. https://www.reeseusa.com/item/962C 1/1 Saddle Threshold, Model S204A, Reese ru'R ee se HOME Enterprises, Inc_ ABOUT WEATHER5711I195 THRESHOLDS HAT5 0 GRATES STRIP DOORS DOOR ACCESSORIES Page 1 of 1 4NtME=AM W I WNWNUMP HOW TO ORDER CONTACT Path: Online Catalog - Thresholds - Saddle Threshold - S204A CME=MEE= Reese Catalog Number: S204A 1 Description: S204A - Mill Aluminum Saddle Threshold, 1/2 4,,, �rRetail Price*: $ 7.98 per foot 4 w J Fire Rated ® Handicap Accessible Quantity: Options: Length 0 inches Comment (specify fractional inches or comments here) Fire Rated 0 Yes 0 No All parts come with holes unless otherwise specified. * Note all items are listed at retail price. Your actual price will vary. Place Item in Cart Call and hear for yourself. 1-800-328-0953 Weatherstrips and Door Thresholds by Reese © 2010 Reese Enterprises, Inc. - Minneapolis Web Design by First Scribe Inc. http://www.reeseusa.com/item/S204A 1/28/2010 ITTB,. ley 1W O.D. heavy duty stainless steel grab bar with concealed mounting: Product Materials FLANGES: 3'/8" dia.13 gauge stainless steel. ESCUTCHEONS: 22 gauge stainless steel. One-piece drawn construction with exposed surfaces in architectural satin finish. Snap over flanges to conceal mounting screws. TUBING: 1'/2" O.D. 18 gauge stainless steel, seamless construction with exposed surfaces in architectural satin finish. Bent ends of tubing pass thru the flanges and are welded for maximum strength. Intermediate supports are contour cut and joined by welding to form an integral part of the grab bar. All exposed welds ground and polished to blend. Mandrel bending process maintains uniform bar diameter. Return provides 1'/2" standard safety clearance between wall and bar. Strength When properly mounted, all Bradley heavy duty grab bar systems meet or exceed the requirements of ANSI Standard A117.1, the ADA and ABA Accessibility Guidelines for Buildings and Facilities (ADAAG), and the Uniform Federal Accessibility Standard (UFAS). In addition, the following configurations can support up to 1,000 pounds: -001, -054; -055; -059; -060. (Please see Bradley's web site for more information on all grab bar configurations.) Installation Verify all rough -in dimensions prior to installation. Secure to wall where adequate in -wall backing exists. Use bar as template to locate mounting holes. Drill holes and set anchors as appropriate. Mount grab bar and secure mounting screws. Snap escutcheons into place. For information on Bradley grab bar mounting kits, please visit bradleycorp.com. Optional Features Features Standard finish Suffix ❑ Safety -grip finish -2 ❑ High -polish finish -4 ❑ Safety grip with high -polished finish -7 ❑ Antimicrobial finish: 18", 24", 36" & 42" only j -AM Guide Specification Grab bar shall be fabricated of satin finish stainless steel with concealed mounting flanges in sizes and configurations as indicated. Install with Bradley Mounting Kits as indicated. ADA Compliant Consult local and national accessibility codes for proper installation guidelines. Conformity and compliance to local and national codes is the responsibility of the installer. Washroom Accessories Document No. 8810 This information is subject to change without notice. 10-20-2011 812 Grab Bar • �d a�o Standard finish �A//AM - (No. 4) Satin finish Safety -Grip finish will not scratch �\ `.4 Escutcheon snaps over flange hands or catch dirt f`, to conceal mounting screws Mandrel 18 gauge stainless steel bending process ;00y maintains uniform bar Flange escutcheon diameter �\ `.4 Escutcheon snaps over flange 0.14 f`, to conceal mounting screws Bar welded \ to flange for Flange of 13 gauge maximum I. stainless steel strength I Mounting holes (16mm)11/2" (38mm) ��— 3,/a" (83mm) concealed * 1'/2" wall clearance required under most building design codes Bradix° Models Configuration Number Shipping Data Configuration Number Shipping Data Cu. Ft. Wt. Lbs. Cu. Ft TWt. Lbs. 001-18"• 0.14 2 001-42"• 0.15 4 001-24"• 0.14 3 001-42"-10• 3.14 37.67 001-30" 0.15 3 001-48" 0.25 4 001-36"• 0.15 3 059** 2.85 7 001-36-10• 2.40 30.46 NOTE: These units must ship via common carrier. 059: 40" x 52" Standard Dimensions. • Indicates available Safety Grip. Bradex® Orders composed of products indicated as Bradsx® will be available to ship in three days after receipt of order at the factory. There is no pricing penalty for this service from Bradley. © 2011 Bradley Corporation P.O. Box 309, Menomonee Falls, WI 53052-0309 Phone:800.BRADLEY (800.272.3539) Fax: 262.253.4161 bradleycorp.com 12 The Indestructible Dispenser \\All series/ available in 1,2,3, or 4 ' roll sizes 1 You can't do without our tough -built stainless steel TP -Dispensers. They're hard to scratch or dent, and pilfer -proof when teamed with a sturdy Master LockOOR . If value, not vandalism, is a concern, try the handy TP -Clip. Our TP -Dispensers are made of heavy gauge, rust -proof, type 304 stainless steel, with no moving parts, so you are assured of many years of service with little or no maintenance. They're easy to install, clean and refill, and you have a choice of our 1,2,3, or 4 roll model ! TP Series I 4 - - - - TP Series '"W RESTRICTOR Paper restrictor limits the amount of paper dispensed. Specify size (# of rolls) CTP Series P'11�7 ROLLS SIZE Std Disp Covered Disp 1 Roll 51/8" TP -1 CTP -1 2 Roll 10 1/4" TP -2 CTP -2 3 Roll 15 1/2" TP -3 CTP -3 4 Roll 20" TP -4 CTP -4 PTH 13" PTH Locks and clips sold separately. STOCK# Master LocksO (keyed alike) TP -LOCK TP -Clip TP -CLIP Paper restrictor (specify size) RESTRICTOR Replacement Tubes (specify # of rolls) TP -TUBE Add prestige finish to any fixture P -FINISH Durable, sturdy, 18 gauge, type 304 stainless steel frame. 20 gauge, 1 1/8" diameter stainless steel tube fits all rolls. Anti -theft design. 10 year guarantee against breakage. Easy to keep clean. All prices FOB Grand Rapids, Michigan. Choose Master Locks® Our Sturdy Paper Towel Holder Keyed alike OR TP -Clip (each sold separately) STP Series MTP Series I Slanted/ Slanted Disp Covered Disp STP -1 MTP -1 STP -2 MTP -2 STP -3 MTP -3 STP -4 MTP -4 Add a - prestige finish to any dispenser! (swirl patterns are random) �tr - Jumbo Roll Dispenser #P -FINISH Hinged all stainless steel locking dispenser with see-through indicator for ease of use and refill. 10 1/2" dia. 4 1/2" deep large roll dispenser #JR10 14" dia. 4 1/2" deep large roll dispenser #JR14 ITTB,. ley Mirror with roll -formed channel frame and theft -resistant mounting: ❑ Standard Model 781-1824 (18" x 24") BradEx° ❑ Standard Model 781-1830 (18" x 30") BradEx° ❑ Standard Model 781-1836 (18" x 36") BradEe ❑ Standard Model 781-2430 (24" x 30") BradEx° ❑ Standard Model 781-2436 (24" x 36") BradEx° ❑ Standard Model 781-24362 (24" x 36", tempered glass) BradEx° ❑ Standard Model 781-2460 (24" x 60") BradEx° ❑ Model 781-XXXX (Specify width and height) Product Materials FRAME: one-piece, roll -formed stainless steel with bright annealed finish. Channel is 3/a" x 3/a" x /,6" with 90° mitered corners. Double strength continuous integral stiffener on all sides for added strength. BACK: galvanized steel. MIRROR: first quality 1/4" float glass, thermosetting infrared cured paint backing with Poly -Glaze protective finish. Manufactured in accordance with ASTM C 1036 and ASTM C 1503. All edges protected by shock -absorbing, neoprene tubing. The back of the mirror is protected by a sheet of 1/a" extruded polystyrene, which is placed between the mirror and the galvanized steel. MOUNTING BRACKETS: 18 gauge cold rolled steel. Optional Features Features Suffix ❑ 1/a" tempered glass mirror in lieu of polished float glass mirror" -2 ❑ Laminate glass -3 ❑ Highly polished No. 8 architectural finish, 20 gauge stainless steel in lieu of polished float glass mirror -4 ❑ Bright annealed 20 gauge stainless steel in lieu of polished float glass mirror 5 ❑ I Plexiglas® -6 "Either the Length (L) or the Width (W) must be greater than 25". �■ An inherent characteristic of a manufacturing process for tempered glass is distortion which may vary from mirror to mirror. �■ Stainless steel mirrors will differ in optic quality from glass mirrors. �■ In larger sizes, stainless mirrors are subject to distortion and/or 'oil canning" for which Bradley Corporation cannot accept responsibility. ❑ Bradley mirrors are not field interchangeable from horizontal to vertical or vice versa. Always specify width first. Washroom Accessories Document No. 8785 781 Channel -Frame Mirror d� 0 �Q74W Installation Verify all rough -in dimensions prior to installation. Secure concealed mounting bracket to wall with screws (not included) at holes provided. Mounting kits available through Bradley (ref. #899-026). For more information, visit bradleycorp.com. Provide in -wall backing at mounting screw locations. Position mirror over mounting bracket to engage hanger tabs. Slide mirror down and lock into position. Guide Specification Mirror shall be framed with one-piece, roll -formed stainless steel with 3/a" face and neatly mitered corners. Double -strength continuous integral stiffener on all sides. Back of unit shall be galvanized steel. Separate brackets for concealed mounting. Mirror shall be of first quality Ya" polished float glass, guaranteed for 15 years against silver spoilage and protected by shock -absorbing, neoprene tubing with Poly -Glaze protective finish. Framed Mirror shall be Bradley Model 781- " W x .. H (specify width and height). ky- ADA Compliant 0 Consult local and national accessibility codes for proper installation guidelines. Conn ormit ityy s of the Pl tncerto local and national codes is the resp Orders composed of products indicated as Bradsx® will be available to ship in three days after receipt of order at the factory. There is no pricing penalty for this service from Bradley. © 2012 Bradley Page 1 of 2 P.O. Box 309, Menomonee Falls, WI 53052-0309 Phone:800.BRADLEY (800.272.3539) Fax: 262.253.4161 This information is subject to change without notice. 12/19/2012 bradleycorp.com leye781 Channel -Frame Mirror Dimensions MIRRORS 30" WIDE AND UNDER MIRRORS OVER 30" WIDE 1/2 21/4" 2�/4n mirror (57mm) 7%" 7%" (57mm) width — — 0 93mm� — — (193mm) I I I I I I Outer I I edge of CE I Outer mirror "ozedge of mirror I 2„ 2" „W„ (51 mm) (51 mm) Bra Models Dim. "A" floor Washroom Accessories Document No. 8785 Width (Inches) W „H„ to finishedif Orders composed of products indicated as Brodsx®will be available to ship in three days after receipt of order at the factory Height (Inches) H Overall Dimension (Inches) Overall Dimensions (Millimeters) Standard Model Number 18" 24" 18 x 24 457 x 610 781-1824 18" 30" 18 x 30 457 x 762 781-1830 18" 36" 18 x 36 457 x 914 781-1836 24" 30" 24 x 30 610 x 762 781-2430 24" 36" 24 x 36 610 x 914 781-2436 24" 36" 24 x 36 610 x 914 781-24362 24" 60" 24 x 60 610 x 1524 781-2460 36" 36" 36 x 36 914 x 914 781-3636 Model 781 series channel -framed mirrors can be fabricated to fit a maximum size of 120"W x 72"H. Dim. "A" Key Surface: For Dim. "A" Bottom of Unit Mirror's bottom edge of the reflecting surface to finished floor 40" (1016mm) 391/4" (997mm) 37" (940mm) 361/4" (921 mm) 34" (864mm) 331/4" (845mm) Rough wall opening: Surface Mount: No rough wall opening, see overall dimensions . There is no pricing penalty for this service from Bradley. © 2012 Bradley Page 2 of 2 P.O. Box 309, Menomonee Falls, WI 53052-0309 Phone:800.BRADLEY (800.272.3539) Fax: 262.253.4161 This information is subject to change without notice. 12/19/2012 bradleycorp.com 1C.OL-,gIC Custom Searoh Search Windows -Patio Doors Home Difference _a UIA ' AIN ENO r 4:7, _ . . i r Products ;VYW Benefits: we can do it! Options Support Contacts Low maintenance, multi-chamber vinyl for long life High-performance LoE2 270 glass for superior thermal values High-quality hardware for smooth operation Welded 90 mil frame and sash for exceptional strength Locking multipoint tie bars for a tighter seal Standard fold -down, nested handle minimizes interference with blinds 1�� Parco Windows and Patio Doors Basement Hopper Window (Not available in triple pane glass) "We are so impressed with the quality of the Parco windows and excited that they are affordable. Energy efficient, wood grain look vinyl, ease of washing and the ability of choosing the windows that would fit OUR floor plan...and when it comes to customer service, Parco windows is top rated!" - Fran Heinbuch, New Richmond, WI © Parco Manufacturing, Inc. 2015. Website design by Stavroula Designs. Parco Windows and Patio Doors.htm[5/22/2015 1:14:23 PM] Rusco's complete line of Spin®ownTM Sediment and Sediment TrapperTM Model Filters make solid particle removal simple and economical. Centrifuge Spin-Down type sediment 0 Available in 4 sizes: separation 3/4" MPT, V, 1-1 /2" and 2" slip x Clear cover easily removed for total slip connections in and out (optional cleaning (no tools required*) bushings are available for 1", Sediment is visible through cover and 2" FPT connections ) Ll Reusable elements with polyester and 0 High performance models available stainless steel screens are available in for chemical applications; various mesh sizes 3/4", 1-1/4" and 1-1/2" models Flow capacity for entire system available for hot water applications III All molded non-corrosive materials to 200T (93°C) 'USING TOOLS VOIDS WARRANTY TM R:Rzinc. The standard for quality, efficiency and value since 1977 Proudly manufactured in the USA Patent Pending Case Quantities: All Models - 10 per Case All filters are individually boxed to prevent loss or damage. a O J LU rY vii w 10 9 8 7 6 5 4 3 2 1 0 Ordering Information Spin-DownTM model filters are ordered by size # and mesh size. When ordering stainless steel element, add SS to part number. Example: 3/4-100SS-F is a 3/4" Filter with a 100 mesh stainless steel element screen and flush valve. When ordering a SedimentTrapperTM model filter use size #, mesh size, ST designation, and if stainless steel element screen is desired, add SS. Example: 1-100STSS-F is a 1" Filter SedimentTrapperTM with a 100 mesh stainless steel element screen and flush valve. Maximum operating pressure 150 PSI at 73°F (23°c) 0 10 20 30 40 50 60 70 80 90 100 110 120 130 FLOW RATE - GPM FOR ALL MODELS WARRANTY & DISCLAIMER RUSCO, Inc. warrants, to the original purchaser, that its products will be free from original defects in material and workmanship. RUSCO, Inc. will repair or replace all parts without charge, found to be defective under normal use and service within the warranty period upon return of products at customer's expense. The components of all RUSCO products are warranted for a period of 12 months from date of original sale. RUSCO's liability is solely limited to the original cost of the part. RUSCO will not be responsible for Incidental or consequential damages. No agent or representative has the authority to waive or alter this printed warranty. THIS WARRANTY IS EXCLUSIVE AND IS IN LIEU OF ALL OTHER WARRANTIES EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE. RUSCO reserves the right to redesign or modify its products without incurring further liability. Prices are subject to change at any time without notice. USE OF TOOLS WILL VOID WARRANTY— HAND TIGHTEN ONLY. R —i— ' I � 2" FILTER FILTER Ir ..___ .__._t_..._i.. i MIN. FLOW RASES I (applies Io allmodelsl — — — 1 1/2" FILTER — Fo{{ cr N 3Aa°&I" lcvu i--....._..._......._.. 41-1 ........--........---....._....._...._.... .... ._.j....._.i_..._.._._. ..._. __...Ian^•I�cPM I 18 GPM) 0 10 20 30 40 50 60 70 80 90 100 110 120 130 FLOW RATE - GPM FOR ALL MODELS WARRANTY & DISCLAIMER RUSCO, Inc. warrants, to the original purchaser, that its products will be free from original defects in material and workmanship. RUSCO, Inc. will repair or replace all parts without charge, found to be defective under normal use and service within the warranty period upon return of products at customer's expense. The components of all RUSCO products are warranted for a period of 12 months from date of original sale. RUSCO's liability is solely limited to the original cost of the part. RUSCO will not be responsible for Incidental or consequential damages. No agent or representative has the authority to waive or alter this printed warranty. THIS WARRANTY IS EXCLUSIVE AND IS IN LIEU OF ALL OTHER WARRANTIES EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE. RUSCO reserves the right to redesign or modify its products without incurring further liability. Prices are subject to change at any time without notice. USE OF TOOLS WILL VOID WARRANTY— HAND TIGHTEN ONLY. SPIN -DOWN TM Sediment Filters Clear Cover is easily removed for total cleaning (No tools required*) EN Flow capacity for entire system Sediment is visible through the clear cover indicating when the filter needs cleaning Sediment is quickly and easily.removed by opening the ball valve at the bottom of the filter cover Reusable polyester and stainless steel element screens in many mesh sizes IM No down time *Using tools voids warranty Filter Elements Polyester and stainless steel element screens are available in many mesh sizes to meet your requirements. RuscoTM Sediment Filter covers are made of high impact polymer resin for maximum strength and durability. 1/2" MPT nipple on bottom of cover for connection of plastic ball valve for easy cleaning. Body RuscoTM SPIN-DOWNTM Sediment Filter bodies are PVC material in 3/4" MPT, 1", 1-1/2" and 2" slip x slip connections in and .out. Bushings are available to convert 1", 1-1/2" and 2" slip by slip connections to female pipe thread. * High performance covers available for use in chemical applications. Please refer to our chemical application chart for suitability. Size 3/4" 1" 1-1/2" 2" *Length 11-3/8" 11-3/8" 15-3/8" 17-7/8" Width 7-1 /4 " 5" 5-1/4" 5-1/2" *With ball valve attached. Element Screen Sizes a Polyester Mesh Microns Opening 13360 Chambord Street IN Also available in Stainless Steel Brooksville, Florida 34613 1 (800) 345-1033 • (352) 597-2522 • Fax: (800) 918-7049 - www,rusco.com 24 711 .028" 1111 70 533 .071" 40 381 .015" 60 254 .010" 100 152 .006" 140 104 .004" 250 61 .0024" 500 30 .0012" 1000 15 .0006" 13360 Chambord Street IN Also available in Stainless Steel Brooksville, Florida 34613 1 (800) 345-1033 • (352) 597-2522 • Fax: (800) 918-7049 - www,rusco.com Job Name Job Location Engineer — Approval — Series LFMMV Thermostatic Mixing Valves Sizes: 1/2" -1 " (15 - 25mm) Contractor Approval Contractor's P.O. No. Representative ASSE 1017, ASSE 1069 & ASSE 107 Series LFMMV Thermostatic Mixing Valves maintain and limit mixed hot water to a desired, selectable temperature. The LFMMV series can be set to any temperature between 80°F and 120°F with flow rates as low as 0.5 gpm and as high as 12 gpm (refer to capac- ity chart on back). This mixing valve series is listed under ASSE 1017 for valves used in hot water source applications, ASSE 1069 for single -pipe, tempered water applications and ASSE 1070 for valves used in individual or multiple fixture applications and also listed IAPMO cUPC. The LFMMVs feature Lead Free" construction to comply with Lead Free` installation requirements. The LFMMV-M1 uses a double throttling design to control both the hot and cold water supply to the mixed outlet. The superior flow characteristics of this valve provide accurate temperature control (±3°F) with low pressure drop across the rated flow range. As an added feature, the LFMMV-M1 series incorporates integral inlet filter washers and check valves in both the hot and cold water inlets to protect against cross flow. The LFMMV-M1 is available with either union thread (-UT), union solder (-US), CPVC (-CPVC) Quick -Connect (-QC) or PEX (-PEX) end connectors or w/press. Features • Lead Free" cast copper silicon alloy body construction • Solid wax hydraulic principle thermostat assures dependable mixing of hot and cold water • Thermostat controls both hot and cold water • Solder, threaded, PEX or CPVC, Quick -Connect end connection or w/press • Adjustment cap with locking feature • ASSE 1017 listed • ASSE 1069 listed • ASSE 1070 listed • IAPMO cUPC listed • Integral filter washers and check valves Specifications A Thermostatic Mixing Valve shall be installed on the hot water supply to fixture. The valve shall be ASSE 1017, ASSE 1069, ASSE 1070 and IAPMO cUPC listed. It shall have a Lead Free` cast copper silicon alloy body. Lead Free` thermostatic valves shall comply with state codes and standards, where applicable, requiring reduced lead content. The valve shall include integral filter washers and check valves and an adjust- ment cap with locking feature. The valve shall be provided with solder (-US), threaded (-UT), CPVC, (-CPVC) Quick Connect (-QC) or PEX (-PEX) or w/press union connections. The valve shall be a Watts Series LFMMV-M1. ES-LFMMV LFMMV-0-M1 LFMMV-US-M1 When used in an ASSE 1017 application at the hot water source, the Watts Thermostatic Mixing Valve Series LFMMV cannot be used by itself to control final temperature at fixtures where ASSE Standard 1016 or ASSE Standard 1070 listed devices are required. Such use may result in severe bodily injury (i.e. scald- ing or chilling) and/or death. ASSE Standard 1016, ASSE 1069 or ASSE Standard 1070 listed devices, such as Watts Series LFUSG, LFL111 or LFMMV, should be used at point -of -use to prevent possible injury. Consult all product manuals, and instruc- tion guides before installing any referenced product. Recirculation systems should recirculate water at temperatures over 140°F to reduce the risk of bacterial growth in the piping. This valve should not be used at the hot water source in recircu- lation systems. Water temperatures in excess 110°F (43°C) are dangerous and may cause scalding, severe injury or death! This valve can be adjusted to deliver water at temperatures exceeding 110°F (43°C). Consequently, when used in an ASSE 1016, ASSE 1069 or ASSE 1070 application, the installer must check the mixed water outlet temperature at the point of use and adjust the Watts Thermostatic Mixing Valve Series LFMMV to ensure delivery of water at a safe temperature not exceeding 110°F (43°C). Mechanical valves are not fail-safe. Due to the effects of various water conditions, periodic verification of outlet water temperature is required. The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin- ning the installation of this product. 'The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- XXIWATW out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Applications The LFMMV-M1 Thermostatic Mixing Valves are ideal for supply- ing sinks, baths, showers or lavatories with tempered water. The LFMMV-M1 valves can be used in residential, commercial and institutional environments. These thermostatically modulated mixing valves can be used anywhere preset water temperature is required for point -of -use installations such as in homes, schools, restaurants, hospitals, beauty salons, and public restrooms. The LFMMV-M1 is provided with an adjustment cap that includes a locking feature. The LFMMV-M1 valves should be used prior to the fixture to reduce the hot water supply to a safe temperature. Materials Body: Lead Free* cast copper silicon alloy Disc: Stainless steel Thermostat Assembly: Copper O -rings: Buna-N; EPDM Pistons: Polysulfone (PSU) Springs: Stainless Steel Pressure — Temperature — Flow Rate Minimum Supply Pressure Static: 30psi (207 kPa) Inlet Temperatures: hot inlet, 120°F — 180°F (49°C — 82°C), cold inlet, 39°F — 85°F (4°C — 29°C) Hot Water Inlet to Outlet Differential Temperature: 5°F (3°C) above set point Temperature Out: Field range: 80°F — 120°F (27°C — 49°C), adjustable. Accurate within ±3°F (1.7°C) Maximum Temperature: 200°F (93°C) Maximum Pressure: 150psi (1034 kPa) Minimum Flow: 0.5 gpm (1.9 Ipm) @ 0.8psi (0.55 kPa)t Maximum Flow: 20 gpm (76 Ipm) @ 125psi (862 kPa)t Maximum Pressure Differential between Hot & Cold Water Supplies: 25% CIP I�s�cN. NSF Standards c us Tested and Certified by NSF International Listing: ASSE 1017, ASSE 1069, ASSE 1070 and IAPMO cUPC t When tested in accordance with ASSE 1017, ASSE 1069 & ASSE 1070 Mega Pro-PressTM connections are optional factory installed fitting on each end of the approved/certified assembly. Basic Construction BUTTON HEAD SCREW LOCKING ADJUSTMENT CAP STEM ASSEMBLY ADAPTER BONNET ASSEMBLY UNION NUT FILTER WASHER 0 -RING 0 -RING 0 -RING PLUNGER TAILPIECE INLET / FILTER SEAT WASHER CHECK MODULE SPRING BODY THERMOSTAT FUNNEL FIBER WASHER l Capacity** kpa psi 345 50 on 276 40 d 207 30 y 138 20 y d a 69 10 0 0 2 4 6 8 10 12 7.6 15 23 30 38 46 Flow Flow curves are for reference. Actual flows may vary depending on system temperatures and/or pressures. "Flow curve with integral inlet filters and check valves 14 gpm 53 Ipm Dimensions — Weights Hot Water Inlet Mixed Outlet Cold Water THREAD SWEAT PIX CPVC QUICK -CONNECT (UT) (US) 0C Inlet D -D D- D D SIZE (DN) MODEL DIMENSIONS WEIGHT in. mm A in. mm B in. mm. C in. mm in. D mm Ibs. kg. 1/2 15 LFMMV-UT-MI 47/8 124 57/16 137 33/16 80 5/8 16 1.8 0.8 8/4 PO 47/8 124 57/6 137 33/6 80 5/8 16 2.4 1.1 1 25 55/6 135 56/8 143 3% 86 3/4 20 3.0 1.4 1/2 15 LFMMV US M1 413/ 6 123 53/8 137 31/8 80 5/8 15 1.7 0.8 3/4 20 55/6 135 5% 143 3% 86 7/8 22 2.3 1.0 1 25 513/6 148 57/8 149 3% 92 11/8 28 2.9 1.3 1/2 15 LFMMV PEX M1 51/4 133 59/ 6 142 35/ 6 85 1 /16 21 1.8 0.8 3/4 20 51/2 140 511/6 145 37/6 88 15/6 24 2.5 1.1 1 25 57/8 149 57/8 150 3% 93 11/8 29 3.1 1.4 1/2 15 LFMMV-CPVC-M1 43/4 121 55/6 136 31/6 79 9/6 14 1.6 0.7 3/4 20 51/4 133 59/6 142 35/6 85 13/6 21 2.2 1.0 1 25 511/16 144 1 513/ 6 147 1 016 90 1 26 2.6 1.2 1/2 15 LFMMV-QC-MI 6% 168 1 61/4 159 1 4 102 1'/2 38 2.1 0.9 3/4 20 615/6 177 67/6 163 43/6 106 111/6 42 2.8 1.3 1 25 71/8 181 61/2 165 41/4 108 13/4 44 3.5 1.6 Note: Consult factory for dimensions w/press VNIWATM USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com ES-LFMMV 1750 © 2017 Watts KOHLER, Features . Vitreous china . Ledge -back . With hanger . With overflow . Drilled for concealed arm carrier . 8" (203 mm) centers (K-1723), 4" (102 mm) centers (K-1729), or single -hole (K-1721) . 20" (508 mm) x 18-1/4" (464 mm) Codes/Standards Applicable Specified model meets or exceeds the following: . ADA . ASME A112.19.2/CSA B45.1 . ICC/ANSI A117.1 Specified Model WALL -MOUNT BATHROOM SINK K-1721 ALSO K-1723, K-1729 ADA Colors/Finishes . 0: White . Other: Refer to Price Book for additional colors/finishes Accessories: . CP: Polished Chrome Model Description Colors/Finishes K-1721 Single -hole bathroom sink 0 Other K-1723 8" (203 mm) centers bathroom sink 0 Other K-1729 4" (102 mm) centers bathroom sink 0 Other Recommended Accessories K-8998 P -Trap CP Product Specification The wall -mount bathroom sink shall be made of vitreous china. Bathroom sink shall be ledge -back with hanger. Bathroom sink shall have overflow. Bathroom sink shall be drilled for concealed arm carrier. Bathroom sink shall have 8" (203 mm) centers (K-1723), 4" (102 mm) centers (K-1729), or be single -hole (K-1721). Bathroom sink shall be 20" (508 mm) in length and 18-1/4" (464 mm) in width. Bathroom sink shall be Kohler Model K-_ Page 1 of 2 USA/Canada: 1-800-4KOHLER 112667-4-C F (1-800-456-4537) www.kohler.com Technical Information Fixture*: Basin area 21" (533 mm) x 12" (305 mm) Water depth 4-7/8" (124 mm) Drain hole 0 1-3/4" (44 mm) " Approximate measurements for comparison only. Holes K-1723 K-1729 K-1721 Spout 0 1-3/8" (35 mm) O 1-1/4" (32 mm) O 1-3/8" (35 mm) Faucet 0 1-3/8" (35 mm) O 1-1/4" (32 mm) NA Concealed Arm Hole Locations 3-1/4" (83 mm) 8-1/2" -L (216 mm) 13-3 4" _L3!k9 mm) _ 01-1/411— (32 1-1/4"—(32 mm) Leveling Screw Hole 8-1/4" — (210 mm; 30-3/4" (781 mm) K-1723 4" _(102 mm) Included component: Hanger 164839 Installation Notes Install this product according to the installation guide. Supplied hanger not used with concealed arm carrier Will comply with ADA when installed per section 606 Lavatories of the Act. IiScrew -5/8" (168 mm0 1-1/4" (32 mm) 18-1/4" Leveling (464 mm) Hole 15-3/4" (400 mm) —20" (508 mm)—{ 3/8" Hot 30" (762 mm) 0 1-1/4" (32 mm) Locking Device Hole 1/4" (6 mm) j2-3/8" (60 mm) L\ ' 7-3/4" (197 mm)2054 mm) 13-3/8" (340 mm) X3/8" Cold '<A' 11-1/4" OD 4" (102 mm) 4" (102 mm) + 2-1/2" K-1729 —0 0 0 (64 mm) K-1721 + 2-1/2" —o - (64 mm) 4" (102 mm) 31" (787 mm) Standard Installation 18-1/4" (464 mm) 34" 717 -- (864 mm) 78\ ) 27 Min 6" (152 mm) (686 mm) Max Min 9„ (229 mm) Min Recommended ADA Installation Product Diagram CHESAPEAKETM WALL -MOUNT BATHROOM SINK THE BOLD LOOK Page 2 of 2 OICKOHLER® 112667 -4 -CF 5LOAN00 CODE NUMBER 3362116 DESCRIPTION Plug Adapter Power Supply, Back -Check Tee, Polished Chrome Finish, 0.5 gpm, Multi -Laminar Spray, Infrared Sensor, Slaan® Hardwired - Powered Deck -Mounted Mid Integrated Base Body Faucet. DETAILS • Flow Rate: 0.5 gpm (2 Lpm) (0.5GPM) • Spray Type: Multi -Laminar (MLNI) • Spout Type: Pedestal • Sensor Type: Infrared (IR) • Mounting Type: 4" Centerset • Power Supply: Plug Adapter (PI_G) • Temperature Mixer: Back -Check Tee (TEE) • Finish: Polished Chrome (CP) • Factory Default Timeout: 30s • Factory Default GPC: 0.25 FEATURES Commercial Grade, ADA Compliant, Electronic, Sensor -Activated, Brass 4 Centerset Hand Washing Faucet with the following features: • Splash -proof Circuit Control Module • Adjustable Infrared Sensor Range • 36" (914 mm) Long Sensor Cable • 24" (610 mm) Long Flex Hose • Filtered Solenoid Valve with serviceable Strainer Filter • Includes Four (4) AA -size Batteries • Includes appropriate Mounting Hardware ELECTRICAL SPECIFICATIONS • Battery Life: 2 years • Sensor Range: 4"-7" (102-178mm) DOWNLOADS • SF Series Installation Instructions • SF Series (FR) Installation Instructions • SF Series (SP) Installation Instructions • SFP 35-A Installation Instructions • Trim Plates Repair and Maintenance Guide • Sloan 23002350 Repair and Maintenance Guide • Additional Downloads SLOANS SENSOR FAUCET SF -2300 -PLG -TEE -C P.O. 5G PM -M LM -1 R-FCT (General Model Name: SF2300-CP FCT PED SENSOR HW1B BACKUP) "4-39164" (119 min) 4" 117 mm) COMPLIANCES & CERTIFICATIONS © IiL ® uPc CRlcn.n c � (ADA Compliant, UL Certified, CEC Compliant, CalGreen Compliant, GPC 0.25 or less, IUPC Low Lead Compliant) 20° NOTES All information contained within this document subject to change without notice. Looking for other variations of the SF -2300 product? View the general spec sheet with all options. Find a matching soap dispenser for this faucet. Find a compatible sink for this faucet. WARRANTY 1 Year Sloan 10500 Seymour Ave, Franklin Park, IL 60131 Phone: 800,982.5839 • Fax: 800.447.8329 • sloan.com Code 3362116 • Downloaded 08/02/18 • Revised 07/02/18 • View Latest Version Page 1 of 2 SLOAN. ROUGH -IN 160 mm (69/32-) SPOUT a SLOTTED MOUNTING WASHERS (2) WING NUT (2) 24" (610 mm,' - LONG FLEX HOSE 36" (914 mm) LONG SENSOR CABLE SLOAN@ SENSOR FAUCET SF-2300-PLG-TEE-CP-0.5GPM-MLM-IR-FCT (General Model Name: SF2300-CP FCT PED SENSOR HW/B BACKUP) (2)1" (25.4 mm) MIN, DIA, HOLE REQUIRED 1.1/2" (38 mm) MAX. DECK THICKNESS CONTROL MODULE 318" COMPRESSION CONNECTION I I COPPER TUBE I I OR FLEX HOSE I I r (NOT SUPPLIED) ll * TEMPERED A-- SUPPLY HOT AND COLD WATER SUPPLY APPLICATIONS (SPECIFY IN MODEL VARIATION) Sloan 10500 Seymour Ave, Franklin Park, IL 60131 Phone: 800.982.5839 - Fax: 800.447.8329 - sloan.com Code 3362116 - Downloaded 08/02/18 - Revised 07/02/18 - View Latest Version n Page 2 of 2 I ,1 � e 1 1 BOM VARIATION )BELOW DECK V.MECHANICAL) 1 771 MIXIhiG VALVE _ 318" (10 BAK-CHEK TEE TE HOT COLD SUPPLY SUPPLY Page 2 of 2 Product Features • Heavy duty cast brass • Chrome plated • Open grid • 17 Gauge 1-1/4" x 6" tailpiece Parts No. Description Material 1 Grid Brass 2 Washer Rubber 3 Washer Paper 4 Nut Brass 5 Tube Brass Warranty and Codes This PROFLO product carries a 1 -year limited warranty. This product meets ANSI: A112.18.2-2005/CSA 13125.2-05. z 4 FP 627 z:m- Product Specifications 2.24•• PFGD1OO " All measurements are nominal. Please verify before actual installation. Distributed Exclusively by Ferguson and Wolseley Canada © 2011 Ferguson Enterprises, Inc. All Rights Reserved 778103/11 Product Features • ADA & IFAS Compl i ant • No tools required contractor friendly Tear -To -Fit feature makes trimming fast • lhiversal design fits virtually all lavatory applications • Qmooth, flush 9iapCipn" fasteners firmly secure piping covers in place and are nonabrassive and reusable • Antimicrobial vinyl maintain sanitary conditions • Lock Lid"'' on valve stops tampering and allows service • Oeanout nut cap allows service on trap without disassembly • Internal ribs enhance Kvalve and soften impact cushioning • Fire retardant Model Numbers PF200WH PF202WH PF205WH PFEXT200WH PF201 WH PF203WH PF299WH Material Soft, resilient molded vinyl Nominal V1611 1/8" constant with internal ribs Durometer 70-80 — Shore A U/R-otection Vull not fade or discolor Durability Trimming Fasteners Mrtually indestructible E ZTear-To-Fit trim feature (no tools needed) Internal E Z aip fasteners, reusable Color China white Compatibility Fits all 1-1/4" or 1-1/2" cast brass or tubular P -trap assemblies and 3/8" or 1/2" angle stop assemblies Faintability Apply latex paint Burning Characteristics ASTM x635 Self extinguished 0 sec (ATB) mm (AEB) Bacterial/Fungus Pesistance ASTM Q1 and C22 — Fbsult: 0 growth Maintenance Vupe dean using common detergents New E ZTear-To- Ft feature and E Z(aip built-in fasteners make installation fast and easy! 1. Tear -To -Ft on internal, dimensioned tear lines for quick, dean, accurate trimming to fit virtually any piping configuration. Covers flex to install over pipes. 2. Press seams together at finger recesses to engage E Z aip internal fasteners for a secure, safe, tamper-resistant installation. To remove cover, firmly pull seam apart using a strong grip. To reinstall, press seams bade together. Product Specifications Shown with Accessory PF 246WH {Ilts a 1 sta ndab 5' onset whee IGN if 5lrainer5}. Mote: Accessory PF205WH is induded in PF203rM+ @•511pply luh@ WWI` wKh Intemal E Z TaNV-70-FW trim grooves Vera 54ot5 keep 713' lallpiece cover — Valve dry I nlemal F -Z Te 4b -iii tnlemal ribs add cushioning and E•Z Grip Iheimel rasistair B—d In[emal% J -Bend cogs all Mw4ar and cast brass win%urall s PF201 WH IT wile a[m cover with inlemal E -Z 7ear-7dfI frim grooves hole keeps P -trap dry PF200\AH one P -trap cover PF201V\H one P -trap cover, one angle valve and supply cover PF202Vu-I one P -trap cover, two angle valves and supply covers PF203Vu-I one P -trap cover, two angle valves and supply covers, one 5" offset tai Ipiecewheel chair strainer cover PF299V1,t-1 one angle valve and supply cover ACCESSORIES PF205V\H one 5" offset tailpiece wheelchair strainer assembly EXTENSIONS PFDCT200\/\H one 16" extension for drain waste or tailpiece Warranty and Codes This FFULOproduct carries a 1 -year limited warranty This product meets ADA arti d e 4.19.4; CABCYA\SI 4.20.4; tFAS4.19.4; CA iforni a Titl e 24; tFC/IARVlO1CC� Canada Barrier --Free Code. Made in LSA UP C c Qstributed Exdusively by Ferguson and Vldseley Canada © 2015 Ferguson Enterprises, Inc. 0115 24183 BEMIS COMMERCIAL PLASTIC HINGES WITH STAINLESS STEEL POSTS AND PINTLES Is STA-TITE® COMMERCIAL FASTENING SYSTEMTM COMMERCIAL HEAVY - DUTY PLASTIC TOILET SEAT 1955CT/1955SSCT Open front less cover, elongated, heavy-duty, injection molded solid plastic toilet seat. Features four molded -in bumpers, non self-sustaining (1955CT) or self-sustaining (1955SSCT) check hinges with non -corrosive 300 Series stainless steel posts and pintles and STA-TITE° Commercial Fastening SystemT`". This seat complies with American National Standard Z124.5 Toilet (Water Closet) Seats as a class Commercial Heavy Duty. Size: Elongated Material: Plastic Style: Open Front less Cover Bumpers: Four Hinges: Plastic Non Self -Sustaining (1955CT) or Self - Sustaining (1955SSCT) with 300 Series Stainless Steel Posts and Pintles Fastening System: STA-TITE® Commercial Fastening SystemT°" STA-TITE® Commercial Fastening SystemTM Non -Corrosive 300 Series Stainless Steel Posts and Pintles 1.4 5-1/2" Proudly Made in the USA Bemis Manufacturing Co., Sheboygan Falls, WI 53085 www.ToiletSeats.com 18-3/8" I�-2-3/8" 7/8" 1F1-1/16" Phone: 920-467-4621 1800-558-7651 Fax: 920-467-8573 KOHLER, Features . Vitreous china . Elongated bowl . Siphon jet . Wall -mount . With bedpan lugs (-L) . 1-1/2" rear spud . 1.28 gpf (4.8 Ipf) or 1.6 gpf (6 Ipf) depending on flushometer specified . 10-1/2" (267 mm) x 9" (229 mm) water area . 26-1/2" (673 mm) x 16-1/2" (419 mm) x 13-1/4" (337 mm) Codes/Standards Applicable Specified model meets or exceeds the following: . ADA . ICC/ANSI A117.1 . CSA B651 . OBC . ASME A112.19.2/CSA B45.1 . Energy Policy Act of 1992 Specified Model BOWL K-4323 ADA CSA B651 OBC Colors/Finishes . 0: White . Other: Refer to Price Book for additional colors/finishes Accessories . 0: White . Other: Refer to Price Book for additional colors/finishes Model Description Colors/Finishes K-4323 Bowl — elongated 0= Other K -4323-L Bowl — elongated, with bedpan lugs 0 Other Recommended Accessories K-4731 -C Stronghold, open -front elongated seat 0 Other K -4731 -SC Stronghold open -front elongated seat with integrated handle 0 Other K -4731 -GC Stronghold Quiet-CloseTM open -front elongated seat 0 Other Product Specification The elongated bowl shall be made of vitreous china. Bowl shall be 26-1/2" (673 mm) in length, 16-1/2" (419 mm) in width, and 13-1/4" (337 mm) in height with a 10-1/2" (267 mm) x 9" (229 mm) water area. Bowl shall have a 1-1/2" rear spud and features a siphon jet. Bowl shall be for wall -mount installation. Bowl shall feature 1.28 gpf (4.8 Ipf) or 1.6 gpf (6 Ipf) depending on flushometer specified. Bowl shall be available with bedpan lugs (-L). Bowl shall be Kohler Model K-4323- or K -4323 -L - Page 1 of 2 USA/Canada: 1-800-4KOHLER 1119268-4-H (1-800-456-4537) www.kohler.com Technical Information Fixture*: Configuration Rear spud, elongated Water per flush 1.28 gal (4.8 L) or 1.6 gal (6 L)' Spud size 1-1/2" Passageway 2-1/8" (54 mm) Water area 10-1/2" (267 mm) x 9" (229 mm) Water depth from rim 5-1/4" (133 mm) Seat post hole centers 5-1/2" (140 mm) Minimum static pressure required 35 psi (241.3 kPa) Maximum static pressure 80 psi (551.6 kPa) Minimum flowing pressure required 25 psi (172.4 kPa) Required supply minimum 25 gal/min (94.6 I/min) Based upon use of a 1.28 gal (4.8 L) or 1.6 gal (6 L) flushometer valve. 1/16" (2 mm) 1-1/2" Spud\ T-- 11-1 /2" (292 mm) 5" (127 mm) KINGSTONTM BOWL Page 2 of 2 1119268-4-H /Finished Wall Included components: Spud 18357 Installation Notes Install this product according to the installation guide. Refer to manufacturer's instructions and local codes for flushometer requirements. For back-to-back toilet installations: Use only a 45° double wye fitting. Will comply with the American Disabilities Act (ADA) when installed per the requirements of the Accessibility Guidelines, Section 604 Water Closets, of the Act. The Model Plumbing Codes require the installation of elongated open -front toilet seats in public bathrooms. Will comply with CSA B651 when installed per Clause 4.3.6 of the standard. Will comply with OBC Barrier Free requirements when installed per Clause 3.8.3.8 and 3.8.3.9. -26-1/2" (673 mm) F�73-1/2" (89 mm) 15" (381 mm) q Of Outlet 1-5/8" _ (41 mm) Finished Floor Product Di For Back -to -Back Toilet Installations I I I I I I Use a 45° double Do not use a wye fitting._ _ _ _ double sanitary tees 16-1/2" (419 mm) 9" (229 mem) I 2-1/2" (64 mm) 7-1/2" 13-1/4" (191 mm) (337 mm) (127 mm) ram THE BOLD LOOK OF KOHLER® S LOA N ® Code . 1 Revev. 3 (05/1. 3 (05/13) INSTALLATION INSTRUCTIONS FOR SLOAN SERIES 900 HYDRAULIC FLUSHING SYSTEM - ROYAL® AND REGAL® XL CONCEALED CLOSET AND URINAL INSTALLATIONS Model 952 Model 991 LIMITED WARRANTY Concealed Closet Flushometer 1-1/2" (38 mm) Back Spud MODEL 940 MODEL 952 Concealed Closet Flushometer No -Flush Connection MODEL 950 Concealed Closet Flushometer 1-1/2" (38 mm) Top Spud MODEL 953 Concealed Urinal Flushometer 1-1/4" (32 mm) Back Spud MODEL 990 Concealed Urinal Flushometer 3/4" (19 mm) Back Spud MODEL 995 Unless otherwise noted, Sloan Valve Company warrants this product, manufactured and sold for commercial or industrial uses, to be free from defects in material and workmanship for a period of three (3) years (one (1) year for special finishes, SF faucets, PWT electronics and 30 days for PWT software) from date of first purchase. During this period, Sloan Valve Company will, at its option, repair, replace, or refund the purchase price of any product which fails to conform with this warranty under normal use and service. This shall be the sole and exclusive remedy under this warranty. Products must be returned to Sloan Valve Company, at customer's cost. No claims will be allowed for labor, transportation or other costs. This warranty extends only to persons or organizations who purchase Sloan Valve Company's products directly from Sloan Valve Company for purpose of resale. This warranty does not cover the life of the batteries. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. IN NO EVENT IS SLOAN VALVE COMPANY RESPONSIBLE FOR ANY CONSEQUENTIAL DAMAGES OF ANY MEASURE WHATSOEVER. Prior to installing Sloan's Flushometer, install the items listed below as illustrated in the Rough -in Diagrams on Pages 2 and 3. • Bore a 2" (51 mm) hole in wall for piping, if required. • Install closet or urinal fixture. • Install 1-1/2" (38 mm) drain line (NOT supplied by Sloan). • Install water supply line. • Bore a 1-1/2" (38 mm) hole in wall for Hydraulic Push Button Actuator. • For Model HY-72-A Push Button Actuator, install an electrical box at the Push Button Actuator location. IMPORTANT: • INSTALL ALL PLUMBING IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. • WATER SUPPLY LINES MUST BE SIZED TO PROVIDE AN ADEQUATE VOLUME OF WATER FOR EACH FIXTURE. • FLUSH ALL WATER LINES PRIOR TO MAKING CONNECTIONS. • Straight blade (flathead) screwdriver • 5/64" hex wrench Sloan Royal and Regal XL Flushometers are designed to operate with 10 to 100 psi (69 to 689 kPa) of water pressure. THE MINIMUM PRESSURE REQUIRED TO THE VALVE IS DETERMINED BY THE TYPE OF FIXTURE SELECTED. Consult fixture manufacturer for minimum pressure requirements. Most Low Consumption water closets (1.6 gpf/6.0 Lpf) require a minimum flowing pressure of 25 psi (172 kPa). IMPORTANT: With the exception of Control Stop Inlet, DO NOT use pipe thread sealant or plumbing grease on valve components or couplings! IMPORTANT: Protect the chrome or special finish of this flushometer — DO NOT use toothed tools to install or service the valve. Also, see "Care and Cleaning" section of this manual. • Parker Tube Cutter (PTC) • Sloan A-50 Super -Wrench TM, Sloan A-109 Plier Wrench or smooth jawed spud wrench MODEL 940 2-1/4"(57 mm) MIN. 14-1/2" (368 mm) 13" (330 mm) 4" (102 mm) -> MODEL 950 1-1/2" (38 mm) OPENING IN WALL PUSH BUTTM (LOCATION OPTIONAL) 2" (51 mm) OPENING IN WALL MODEL 953 2-1/4" 1-1/2" (38 mm) 4 3/4" (57 mm) MIN. OPENING IN WALL (121 mm) OPTIONAL) 2" (51 mm) OPENING IN WALL CENTERLINE 1 FIN. WALL CENTERLINE OF FIXTURE FIN. FLOOR i I.P.S. mm ON) 9" WATER (229 mm) SUPPLY L NOTE: Also for use with Flushing Rim Floor Drains and Squat Toilets. NOTE: Valve can be located in ceiling above fixture. 1-1/2" (38 mm) ENING 4-3/4" IN WALL (121 mm) 2-1/4" (57 mm) MIN. (76 mm) _ CENTERLINE PUSH BUTTON/ (LOCATION OF FIXTURE OPTIONAL) F-22 1" FEMALE I.P.S. 1-1/2" ; (25 mm ON) (38 mm) OUTLET „ „ „ 2" (51 mm) OPENING IN WALL 1" I.P.S. (25 mm DN) WATER SUPPLY 7-1/2" - (191 mm) 5" (127 mm) MODEL 952 0 t- FIN. WALL 2-1/4" (57 mm) MIN. r�-- :2 14-1/2" (368 mm) 13" (330 mm) 1-1/2" (38 mm) OPENING IN WALL PUSH BUTTON (LOCATION OPTIONAL) 2" (51 mm) FIN. OPENING - FIN. WALL FLOOR IN WALL FIN. WALL NOTE: WATER CLOSET VALVES WITH "-2.4" MODEL DESIGNATION DELIVER 2.4 GPF (9.0 LPF). 'I' 4-3/4" (121 mm) 1" I.P.S. (25 mm DN) WATER SUPPLY FIN. FLOOR i 4-3/4" (121 mm) �I C o0 CENTERLINE OF FIXTURE 1" I.P.S. (25 mm DN) WATER SUPPLY FIN. FLOOR L PUSH BUTTON ou (LOCATION OPTIONAL) 2" (51 mm) OPENING IN WALL CENTERLINE OF FIXTURE t- FIN. WALL 2-1/4" (57 mm) MIN. r�-- :2 14-1/2" (368 mm) 13" (330 mm) 1-1/2" (38 mm) OPENING IN WALL PUSH BUTTON (LOCATION OPTIONAL) 2" (51 mm) FIN. OPENING - FIN. WALL FLOOR IN WALL FIN. WALL NOTE: WATER CLOSET VALVES WITH "-2.4" MODEL DESIGNATION DELIVER 2.4 GPF (9.0 LPF). 'I' 4-3/4" (121 mm) 1" I.P.S. (25 mm DN) WATER SUPPLY FIN. FLOOR i 4-3/4" (121 mm) �I C o0 CENTERLINE OF FIXTURE 1" I.P.S. (25 mm DN) WATER SUPPLY FIN. FLOOR L MODEL 990 MODEL 995 1-1/2" (38 mm) (121 /mm) ( ) (123/ 1-1/2"38 mm mm) 2-1/4" OPENING IN WALLOPENING IN WALL (57 mm) �— 2-1/4" MIN.; .4 (57 IN. mm) —► �� M 3/4" I.P.S. PUSH BUTTON CENTERLINE (25 mm DN) PUSH BUTTON CENTERLINE (20 mm DN) 14 1/2" (LOCATION OF FIXTURE WATER (LOCATION OF FIXTURE WATER OPTIONAL) SUPPLY 13-1/2" OPTIONAL) SUPPLY (368 mm) (343 mm) 13" 12" (330 mm) (305 mm) 2" (51 mm) 2" (51 mm) OPENING IN WALL OPENING IN WALL FIN. FIN. FLOOR FLOOR <— FIN. WALL FIN. WALL / !!! IMPORTANT H! CAREFULLY READ THIS MANUAL TO ENSURE PROPER PRODUCT INSTALLATION AND LONGEVITY. ALSO, PLEASE VISIT OUR WEBSITE WWW.SLOANVALVE.COM TO DOWNLOAD OUR MOST RECENT DOCUMENTATION FOR THIS PRODUCT. !!! IMPORTANT H! WITH THE EXCEPTION OF THE CONTROL STOP INLET, DO NOT USE PIPE THREAD SEALANT OR PLUMBING GREASE ON VALVE COMPONENTS OR COUPLINGS. !!! IMPORTANT H! THIS PRODUCT CONTAINS MECHANICAL AND/OR ELECTRICAL COMPONENTS THAT ARE SUBJECT TO NORMAL WEAR. THESE COMPONENTS SHOULD BE CHECKED ON A REGULAR BASIS AND REPLACED AS NEEDED TO MAINTAIN THE VALVE'S PERFORMANCE. OFor Sweat Solder applications, slide Threaded Adapter onto water supply pipe until end THREADED of pipe rests against shoulder ADAPTER of Adapter. Sweat solder the Adapter to water supply pipe. O WATER SUPPLY PIPE !!! IMPORTANT M WHEN ORDERING, SPECIFY THE MODEL VARIATION REQUIRED. NOTE: WATER CLOSET VALVES WITH "-2.4" MODEL DESIGNATION DELIVER 2.4 GPF (9.0 LPF). !!! IMPORTANT H! PROTECT THE FINISH OF SLOAN FLUSHOMETERS. DO NOT USE TOOTHED TOOLS TO INSTALL OR SERVICE VALVES. USE A SLOAN A-50 SUPER WRENCH TM, SLOAN A-109 PLIER WRENCH OR SMOOTH JAWED SPUD WRENCH TO SECURE COUPLINGS. SEE "CARE AND CLEANING" SECTION OF THIS MANUAL. NEVER OPEN THE CONTROL STOP TO WHERE THE FLOW FROM THE VALVE EXCEEDS THE FLOW CAPABILITY OF THE FIXTURE. IN THE EVENT OF A VALVE FAILURE, THE FIXTURE MUST BE ABLE TO ACCOMMODATE A CONTINUOUS FLOW FROM THE VALVE. !!! IMPORTANT M IF YOU HAVE QUESTIONS ABOUT HOW TO INSTALL YOUR SLOAN FLUSHOMETER, CONSULT YOUR LOCAL SLOAN REPRESENTATIVE, OR CALL THE SLOAN TECHNICAL SUPPORT AT: 1-888-SLOAN-14 (1-888-756-2614) BOInstall the Sloan Bak-Chek® control stop to the water supply line with the outlet positioned as required. BAK-CHEK® OUTLET > t— CONTROL STOP IRON PIPE NIPPLE OR COPPER PIPE WITH SWEAT SOLDER ADAPTER (2) GANG ELEC. BOX DEVICE COVER 3/4" RAISED x 4-3/4" H x 7-1/16" W (NOT SUPPLIED BY SLOAN) UNIVERSAL / PUSH BUTTON (2) GANG QUICK ACTUATOR 8 ELEC. BOX Imo/ T CONNECT 1-5/8" D x EXTENSION FITTINGS 4-1/2" H x WALL STEM 6-13/16" 0 EXTENSION W (NOT ADAPTER SUPPLIED COVER PLATE BY SLOAN) SCREWS (4) PLASTICNUT TUBING \ NUTS (2)�'.Q'® SPRING I BRASS INSERT SHERS (2) ,f ° 9 ,, BUTTON COVER PLATE /If 4 FLANGE WALL FLANGE 0 FLATHEAD SCREWS (2) •� ZI PUSH BUTTON SET SCREW Note: The HY-33-A Fixture Wall may be installed directly onto fixture wall where access behind wall is available. If rear access is not available, HY-33-A may be installed onto a Sloan Easy Access Wall Box Assembly. Parts for both installations are included with the HY-33-A Push Button. NUTT LOCKWASHER oA-' THREADED ROD RETAINING / \ rrWALL' PLASTIC TUBING BAR ZZ SPACER SLEEVE—� ° Il SPRING USE ONLY IF WALL BRASS THICKNESS IS LESS THAN 2" (51 mm) 9 INSERT BUTTON QUICK LANGE CONNECT PUSH BUTTON WALL ® FITTINGS (2) ACTUATOR FLANGE NUT r PUSH BUTTON SETSCREW OIf not already completed, bore a 1-1/2" (38 mm) diameter hole in wall for the push button actuator. Refer to the Rough -in drawings on Pages 2 and 3. OScrew Threaded Rod into back of Push Button Actuator. Note: Sloan WB -1 -A easy access wall box is designed for use with HY-33-A and HY-108-A Actuators. LOCKWASHERS (2) ® 1` WALL BOX COVER PLATE • PLASTIC TUBING NUTS (2) FLATHEAD SCREWS (2) SPRING QUICKBRASS CONNECT J \�� INSERT BUTTON FITTINGS (2) FLANGE WALL 0 All PUSH FLANGES NUT BUTTON PUSH BUTTON •� ACTUATOR SET SCREW OMount Wall Flange onto Cover Plate using (2) Flathead Screws, Lockwashers and Nuts provided. Tighten Fasteners securely. BOInsert Extension Stem into Extension Adapter and thread Extension Adapter onto Push Button Actuator. COInsert threaded end of Push Button Actuator Assembly through Cover Plate Assembly. Fasten to Plate with Nut. Tighten securely. DOPlace Brass Insert into black Push Button. Concave side of Brass Insert must face outward of Push Button. OInsert black Push Button into Button Flange. Place Spring against Brass Insert of Push Button. Install Push Button Assembly onto Wall Flange. Secure with Setscrew located on Button Flange. FO Attach Plastic Tubing. See: Steps to Attach Plastic Tubing (Page 5). GOMount Cover Plate Assembly onto electrical box cover using the four (4) Screws provided. CO Insert threaded end of Push Button Actuator into Wall Flange and Install Nut. Tighten Nut securely. OPlace Brass Insert into black Push Button. Concave side of Brass Insert must face outward of Push Button. OInsert black Push Button into Button Flange. Place Spring against Brass Insert of Push Button. Install Push Button Assembly onto Wall Flange. Secure with Setscrew located on Button Flange. OIf Spacer Sleeve is required, from behind wall, run Plastic Tubing through Sleeve (notched end of Sleeve toward rear) and through Wall. Spacer Sleeve is only required if wall thickness is less than 2" (51 mm). OAttach Plastic Tubing. See: Steps to Attach Plastic Tubing (Page 5). OInsert Push Button Assembly into the 1-1/2" (38 mm) wall hole. OFrom behind wall, slide spacer sleeve (if required) over threaded rod and rest it against rear of wall. Slide retaining bar onto threaded rod and into slots of Sleeve (if required), or against wall if sleeve is not required. Install lockwasher and nut onto threaded rod. Tighten securely. Carefully cut excess threaded rod, making certain to not damage plastic tubing. OInsert threaded end of Push Button Actuator through Wall Flange and install Nut. Tighten Nut securely. OMount Wall Flange and Push Button Actuator to Wall Box Cover Plate using Flathead Screws, Lockwashers and Nuts provided. Tighten fasteners securely. COPlace Brass Insert into black Push Button. Concave side of Brass Insert must face outward of Push Button. OInsert black Push Button into Button Flange. Place Spring against Brass Insert of Push Button. Install Push Button Assembly onto Wall Flange. Secure with Setscrew located on Button Flange. OAttach Plastic Tubing. See: Steps to Attach Plastic Tubing (Page 5). METAL COVER PLATE PARTITION MOUNTING HOLE CLIP PUSH BUTTON ACTUATOR NUTS (2) COVER PLATE PLASTIC\ FLATHEAD SCREWS (2) TUBING SPRING zz:�/ 0 BRASS INSERT WALL BUTTON j®��FLANGE QUICK FLANGE NUT CONNECT FITTINGS (2) PUSH BUTTON R SETSCREW AOUsing cover plate as a template, drill two 3/16" (5 mm) Cover plate mounting holes and cut opening for push button actuator into the metal partition. Install clip nuts with threaded side toward back. Note: Use HY-108-A (MBPM) on punched stainless steel plates and security fixtures with front access. QUICK CONNECT PLASTIC J4 FITTINGS (2) TUBING CPANELPUSH BUTTON RING ACTUATORACTUATOR METAL BUTTON ASSEMBLY NU�ASHER BUTTON FLANGE � U Note: Behind wall access required to install HY-100-A (MBFW) ® ®r LOCKWASHER THREADED ROD � W PLASTIC QUICK TUBING CONNECT NUT RETAINING / FITTINGS (2) BAR /f�L SPACER SLEEVE — r USE ONLY IF WALL SPACER THICKNESS IS LESS RING THAN 2" (51 mm) �IPUSH METAL BUTTONBUTTON ACTUATOR CTUATOR ASSEMBLY SPRING NUT BUTTON FLANGE —� OIf not already completed, bore a 1-1/2" (38 mm) diameter hole in wall for the Push Button Actuator. Refer to the Rough -in drawings on Pages 1 and 2. OScrew Threaded Rod into back of Push Button Actuator. OThread Actuator Assembly Nut onto end of Push Button Actuator. OSlide Spring over Metal Push Button until it snaps into place. Insert Metal Push Button into Button Flange. OPlace Spacer Ring over threads of Button Flange and thread Button Flange Assembly into Actuator Assembly Nut. B/-D"\ Insert threaded end of Push Button Actuator through Cover Plate and wall flange and install Nut. Tighten Nut securely. OAttach Plastic Tubing. See: Steps to Attach Plastic Tubing (lower right side of page). OInsert flathead screws through wall flange and cover plate mounting holes. Mount wall flange and cover plate to metal partition using flathead screws provided. Tighten fasteners securely. OPlace brass Insert into black Push Button. Concave side of Brass Insert must face outward of Push Button. FOInsert black push button into Button Flange. Place Spring against Brass Insert of Push Button. Install Push Button Assembly onto Wall Flange. Secure with Setscrew located on Button Flange. AO Attach Plastic Tubing to Push Button Actuator. See: Steps to Attach Plastic Tubing (below). OThread Actuator Assembly Nut onto threaded end of Push Button Actuator. OSlide Spring over Metal Push Button until it snaps into place. Insert Metal Push Button into Button Flange. OFrom front of panel, insert Button Flange Assembly into hole of panel. Behind panel, place Washer over threads of Button Flange. Thread Button Flange onto Actuator. Tighten Flange securely. OFrom behind wall, run plastic tubing through optional spacer sleeve (notched end of sleeve toward rear) and wall. Spacer sleeve only required if wall thickness is less than 2" (51 mm). OAttach plastic tubing. See: Steps to Attach Plastic Tubing (below). HO Insert push button assembly into the 1-1/2" (38 mm) wall hole. OFrom behind wall, slide spacer sleeve (if required) over threaded rod and rest it against rear of wall. Slide retaining bar onto threaded rod and into slots of sleeve (if required), or against wall if sleeve is not required. Install lockwasher and nut onto threaded rod. Tighten securely. Carefully cut excess threaded rod, making certain to not damage plastic tubing. — STEPS TO ATTACH PLASTIC TUBING — (1) The push button actuator is connected to the flushometer body by two plastic tubes, marked "L" and "0". Match markings on the tubes to markings on the actuator. (2) Cut off excess plastic tubing with plastic tube cutter (PTC) leaving 3" to 4" (76 to 102 mm) of slack when push button actuator is installed. If the "L" and "0" markings will be cut off, remark the tubing to not lose identification. (3) Slide plastic tubing into its corresponding valve actuator fitting. Pull tubing to make sure connection is secure. (Tubing can be removed by pressing on blue connection button to release.) !!! IMPORTANT H! MUST USE SLOAN APPROVED TUBING ONLY OAssemble Pipe, Elbows, Couplings, Nylon Slip Gaskets, Rubber Gaskets and Flanges as illustrated on back page. Hand tighten all Couplings. F VACUUM BREAKER IMPORTANT: WHEN CUTTING SCORED PIPE TO FIT, LEAVE A MINIMUM OF 1-1/4" (32 mm) OF SCORING TO ENSURE PROPER ENGAGEMENT WITH COMPRESSION COUPLINGS. FLUSH CONNECTION Maximum adjustment of Sloan Adjustable O Insert Adjustable Tailpiece into Control Stop. Lubricate 0 -ring seal Tailpiece is 1/2" (13 mm) IN or OUT from with water. Hand tighten Tailpiece Couplinq. TAILPIECE the standard 4-3/4" (121 mm) (centerline --' of Flushometer to centerline of Control O Align Flushometer FLUSHOMETE COUPLING Stop). If rough -in measurement exceeds Body on top of BODY ® O 5-1/4" (133 mm), consult factory for longer Vacuum Breaker tailpiece. Flush Connection. 4-1/4" MIN. p Hand tighten Vacuum G-44 — 0 -RING CONTROL (108 mm) IMPORTANT: Use a Sloan A-50 Super- FRICTIONy ADJUSTABLE STOP 5-1/4" T^^ Breaker Coupling. Wrench ,Sloan A-109 PI Wrench RING TAILPIECE MAX. C Alin Flushometer f (133 mm) or smooth jawed spud wrench to secure g VACUUM all couplings. This will eliminate damage Body. Using a wrench, VACUUM BREAKER to chrome or special finish that normally securely tighten BREAKE _ COUPLING occurs when slip -joint pliers, pipe wrenches couplings in order FLUSH or other "toothed" tools are used. given: (1) Tailpiece CONNECTION 4-3/4" Coupling, (2) Vacuum WITH (121 mm)—SPUD Breaker Coupling, (3) REPAIR KIT COUPLING Slip Joint Couplings SLIP JOINT I O4 and (4) Spud Coupling. COUPLINGS /L C L O FIXTURE SUPPLY NOTE Observe "L" and "0" markings on Tubing. Tubing must be connected to corresponding "L" and "0" markings on Valve Actuator. OInsert actuator cartridge into flushometer valve body. OInstall valve actuator housing onto flushometer valve body. Tighten housing nut with a wrench. OCut off excess tubing with plastic tube cutter (PTC) so that there will be about 3" to 4" (76 to 102 mm) of slack when connected to valve actuator. If "L" and "0" markings on the tubing will be cut off, then remark tubing appropriately to retain identification. OSlide plastic tubing into its corresponding valve actuator fitting. Pull tubing to make sure connection is secure. (tubing can be removed by pressing on blue connection button to release.) FLUSHOMETER VALVE BODY—,, HY-83-A ACTUATOR CARTRIDGE PLASTIC TUBING HOUSING � NUT VALVE QUICK CONN ACTUATOR FITTINGS (2) HOUSING p Adjust control stop to meet flow rate required for proper cleansing of fixture. Open control stop COUNTERCLOCKWISE ONE FULL turn from closed position. Activate flushometer. Adjust control stop after each flush until the rate of flow delivered properly cleanses the fixture. !!! IMPORTANT H! BAK-CHEK® �— CONTROL STOP VACUUM BREAKER TUBE SLOAN FLUSHOMETERS ARE ENGINEERED FOR QUIET OPERATION. EXCESSIVE WATER FLOW CREATES NOISE, WHILE TOO LITTLE WATER FLOW MAY NOT SATISFY THE NEEDS OF THE FIXTURE. PROPER ADJUSTMENT IS MADE WHEN THE PLUMBING FIXTURE IS CLEANSED AFTER EACH FLUSH WITHOUT SPLASHING WATER OUT FROM THE LIP AND A QUIET FLUSHING CYCLE IS ACHIEVED. NEVER OPEN CONTROL STOP TO WHERE THE FLOW FROM THE VALVE EXCEEDS THE FLOW CAPABILITY OF THE FIXTURE. IN THE EVENT OF A VALVE FAILURE, THE FIXTURE MUST BE ABLE TO ACCOMMODATE A CONTINUOUS OShut off control stop by turning handle CLOCKWISE. Then remove flushometer -- _ cover. - Og Lift out the inside parts assembly as a complete unit. Reinstall flushometer cover and tighten with wrench. Open _ — control stop. Turn on water supply to _ flush line of any debris or sediment. OShut off control stop and remove flushometer cover. Reinstall Inside parts assembly and flushometer cover. Tighten cover with wrench. Open control stop and - activate flushometer Valve. - FLUSHOMETER VALVE BODY—,, HY-83-A ACTUATOR CARTRIDGE PLASTIC TUBING HOUSING � NUT VALVE QUICK CONN ACTUATOR FITTINGS (2) HOUSING p Adjust control stop to meet flow rate required for proper cleansing of fixture. Open control stop COUNTERCLOCKWISE ONE FULL turn from closed position. Activate flushometer. Adjust control stop after each flush until the rate of flow delivered properly cleanses the fixture. !!! IMPORTANT H! BAK-CHEK® �— CONTROL STOP VACUUM BREAKER TUBE SLOAN FLUSHOMETERS ARE ENGINEERED FOR QUIET OPERATION. EXCESSIVE WATER FLOW CREATES NOISE, WHILE TOO LITTLE WATER FLOW MAY NOT SATISFY THE NEEDS OF THE FIXTURE. PROPER ADJUSTMENT IS MADE WHEN THE PLUMBING FIXTURE IS CLEANSED AFTER EACH FLUSH WITHOUT SPLASHING WATER OUT FROM THE LIP AND A QUIET FLUSHING CYCLE IS ACHIEVED. NEVER OPEN CONTROL STOP TO WHERE THE FLOW FROM THE VALVE EXCEEDS THE FLOW CAPABILITY OF THE FIXTURE. IN THE EVENT OF A VALVE FAILURE, THE FIXTURE MUST BE ABLE TO ACCOMMODATE A CONTINUOUS PUSH BUTTON ACTUATOR ASSEMBLY 1. Push Button Leaks. The actuator cartridge has an accumulation of lime or its seals are damaged or worn. Replace with a new HY-32-A cartridge. 2. The flushometer does not flush and a small amount of leakage is visible below the valve. A. Foreign material lodged in the cartridge. Remove the cartridge and inspect for foreign material. Clean under running water. B. The actuator cartridge has an accumulation of lime or its seals are damaged or worn. Replace with a new HY-32-A cartridge. C. Plastic tubing is installed incorrectly. Install plastic tubing correctly (see Steps 2 and 5). ACTUATOR CARTRIDGE REMOVAL Plastic Push Button Actuator Removal: (1) Loosen the setscrew in the button flange and remove the button, flange, and spring from the actuator body. (2) Unscrew the cartridge from the actuator body. NOTE: An automatic check valve in the actuator body allows removal of the cartridge without turning off the water. Metal Push Button Actuator Removal: (1) Remove the button or actuator assembly from the wall or fixture. (2) Disassemble the flange or button assembly from the actuator body. (3) Unscrew the cartridge from the actuator body. NOTE: The metal Push Button is designed to be vandal -proof and must be removed from the wall or fixture for service. FLUSHOMETER ACTUATOR ASSEMBLY 1. The flushometer does not flush or flushes only once and will not flush a second time when the button is pushed. A. The plunger is lodged in the actuator cartridge or the plunger bypass hole is clogged. Remove actuator housing and cartridge from the flushometer. Clean under running water. If cartridge parts are worn, deteriorated or limed up and problem persists after cleaning, replace with a new HY-83-A cartridge. B. Plastic tubing is installed incorrectly. Install Plastic Tubing correctly (see Steps 4 and 6). REMOVAL OF THE ACTUATOR FROM THE FLUSHOMETER: (1) Turn off water at the control stop. (2) Unscrew the actuator housing coupling nut from the flushometer. (3) Remove the actuator housing from the flushometer. The tubing connections can be left intact. (4) Carefully remove the actuator cartridge from the flushometer body to prevent the actuator from abrupt separation due to expansion of an internal spring. If the actuator cartridge is lodged in the flushometer body cavity, gently grip the exposed portion of the cartridge with a channel -lock pliers and rotate back and forth to loosen the o -ring seal. (5) Carefully separate the actuator housing to reveal the spring and plunger. FLUSHOMETER SERVICE 1. Flushometer does not function (no flush). A. Control stop or main valve is closed. Open control stop or main valve. B. Relief valve is worn. Replace Royal performance kit (Royal) or inside parts kit (Regal XL). 2. Volume of water is not sufficient to siphon fixture. A. Control stop is not open wide enough. Adjust control stop for desired delivery of water volume. B. Urinal flushometer parts installed in a closet flushometer. Replace inside urinal flushometer parts with proper closet flushometer parts. C. Incorrect dual filtered fixed bypass diaphragm assembly (Royal) or inside parts kit (Regal XL) is installed in flushometer; for instance, Urinal assembly inside a closet flushometer, or Low Consumption assembly inside a higher consumption fixture. Determine the flush volume required by the fixture and replace Royal Performance kit or inside parts kit. Use valve label and markings on fixture for reference. D. Water supply volume or pressure is inadequate. If no gauges are available to properly measure supply pressure or volume of water at the flushometer, then remove the Relief Valve from the dual filtered fixed bypass diaphragm assembly (Royal) or Inside Parts Kit (Regal XL), reassemble the flushometer and completely open the Control Stop. If the fixture siphons, more water volume is required. For Royal — Install a higher flushing volume Royal Performance Kit. For Regal XL — If a 3.5 gpf Inside Parts Kit is installed in the flushometer, then first flip the refill head (under the diaphragm) to obtain a 4.5 gpf volume. If this volume is still inadequate, remove the Flow Ring from the Guide to obtain a 6.5 gpf Kit. If additional flow is still required, try a Low Pressure Guide Kit A-1 75-A (#0301104). IMPORTANT — LAWS AND REGULATIONS REQUIRING LOW CONSUMPTION FIXTURES (1.6 GPF/6.0 LPF WATER CLOSETS AND 1.0 GPF/3.8 LPF URINALS) PROHIBIT THE USE OF HIGHER FLUSHING VOLUMES. If the fixture does not siphon or if a Low Consumption flush is required, steps must be taken to increase the water supply pressure and/or volume. Contact the fixture manufacturer for minimum water supply requirements of the fixture. 3. Flushometer closes off immediately. A. Ruptured or damaged diaphragm. Replace Royal performance kit (Royal) or inside parts kit (Regal XL). B. For Regal XL — An enlarged bypass orifice from corrosion or damage. Replace Inside Parts Kit. 4. Length of flush is too short (Short Flush). A. For Regal — The diaphragm assembly and guide assembly are not hand tight. Screw the two assemblies hand tight. B. For Regal XL — An enlarged bypass orifice from corrosion or damage. Replace Inside Parts Kit. C. Dual filtered diaphragm assembly (Royal) or inside parts kit (Regal XL) is damaged. Replace Royal Performance Kit or Inside Parts Kit. D. Incorrect dual filtered diaphragm assembly (Royal) or Inside Parts Kit (Regal XL) is installed in flushometer; for instance, Urinal assembly inside a closet flushometer, or Low Consumption assembly inside a higher consumption fixture. Determine the flush volume required by the fixture and replace Royal Performance Kit or Inside Parts Kit. Use valve label and markings on fixture for reference. 5. Length of flush is too long (Long Flush) or continuous. A. For Royal — Metering bypass hole in diaphragm is clogged. Remove the dual filtered fixed bypass diaphragm assembly. Remove the primary and secondary filter Rings from the diaphragm and wash under running water. Replace Royal performance kit if cleaning does not correct the problem. B. For Regal XL — Relief Valve (A-19-A)is not seating properly or bypass orifice is clogged. Disassemble the working parts and wash thoroughly. NOTE: SIZE OF THE ORIFICE IN THE BYPASS IS OF UTMOST IMPORTANCE FOR THE PROPER METERING OF WATER INTO THE UPPER CHAMBER OF THE FLUSHOMETER. DO NOT ENLARGE OR DAMAGE THIS ORIFICE. REPLACE INSIDE PARTS KIT IF CLEANING DOES NOT CORRECT PROBLEM. C. Supply line water pressure has dropped and is not sufficient to close the valve. Close control stop until pressure is restored. D. Dual filtered diaphragm assembly (Royal) or inside parts kit (Regal XL) is damaged. Replace Royal performance kit or inside parts kit. E. Incorrect dual filtered diaphragm assembly (Royal) or inside parts kit (Regal XL) is installed in flushometer; for instance, urinal assembly inside a closet flushometer, or low consumption assembly inside a higher consumption fixture. Determine the flush volume required by the fixture and replace Royal performance kit or inside parts kit. Use valve label and markings on fixture for reference. F. White closet relief valve has been used in a urinal flushometer. Replace closet relief valve (A -19 -AC) with black urinal relief valve (A -19 -AU). G. Inside cover is cracked or damaged. Replace the inside cover (A-71). H. Conditions in the piping system may contribute to the noise. A degree of high pressure in the piping may be relieved by adjustments to control stop. Other noises created by loose pipes, lack of air chambers, inadequate pipe sizes, etc., are problems that must be discussed with the building engineer. 6. Chattering noise is heard during flush. A. Inside cover is damaged. Replace inside cover (A-71). B. For Regal XL — A-1 56-A segment Diaphragm has been installed upside-down. Reposition the segment diaphragm properly (see markings on the diaphragm). For more information concerning Royal and Regal XL flushometers, consult Sloan Hydraulic Valve Repair and Maintenance guides. You may also wish to contact your local Sloan Representative. If further assistance is required, please contact the Sloan Technical Support at: 1-888-SLOAN-14(1-888-756-2614) DO NOT USE abrasive or chemical cleaners (including chlorine bleach) to clean flushometers that may dull the luster and attack the chrome or special decorative finishes. Use ONLY mild soap and water, then wipe dry with clean cloth or towel. While cleaning the bathroom tile, protect the flushometer from any splattering of cleaner. Acids and cleaning fluids will discolor or remove chrome plating. Item Part Description No. No. 1 t Valve Assembly 2A HY-25 Valve Actuator Housing 2B HY-83-A Actuator Cartridge 3 H -730-A Bak-Chek® Control Stop 4 V -500-A 1-1/2" (38 mm) Vacuum Breaker Assembly RB 5A F-22 1" (25 mm) Female Outlet RB 5B V -500 -AA 3/4" (19 mm) x 10-1/2" (267 mm) Vacuum Breaker Assembly RB 50 V -500 -AA 1-1/2" (38 mm) x 11-1/2" (292 mm) Vacuum Breaker Assembly RB 1-1/2" (38 mm) x 7-1/2" (191 mm) Vacuum Breaker Assembly RB 1-1/2" (38 mm) x 6" (152 mm) Vacuum Breaker Assembly RB 1-1/2" (38 mm) x 22" (559 mm) Vacuum Breaker Assembly RB 6 F -2 -AW 3/4" (19 mm) Slip Joint Coupling RB 7 F -15-A ELL with 3/4" (19 mm) Tail RB (Model 995) 8 F -2-A 1-1/2" (38 mm) Slip Joint Coupling 9 F-21 1-1/2" (38 mm) Double Slip Elbow 10 F -2-A 1-1/2" (38 mm) Coupling with S-21 Gasket 11 F-110 1-1/4" (32 mm) Outlet Tube 12 F -2 -AU 1-1/4" (32 mm) Slip Joint Coupling RB 13 F -2 -AA 1-1/2" (38 mm) Slip Joint Coupling (Set of Two) 14 F-102 1-1/2" (38 mm) Outlet Tube CP 15 F-7 Flange 16 F -5-A 1-1/2" (38 mm) Spud Coupling Assembly CP 17 F-100 1-1/2" (38 mm) Outlet Tube RB 18 F -15-A 1-1/2" (38 mm) Elbow Assembly CP t Part number varies with valve model variation; consult factory The information contained in this document is subject to change without notice. MODEL 950 4—>DI 5A�(U MODEL 995 5B- 6 {® 5C MODEL 990 5C --A' 13 {® 9 13 7 6 8 {® 11 �710mmno11 9 12 10 MODEL MODEL MODEL 940 953 952 14 10�17 x—I 15y� 16 {� X15 16 ID� o m=7 SLOAN HEADQUARTERS • 10500 SEYMOUR AVENUE • FRANKLIN PARK, IL 60131 Phone: 1-800-982-5839 or 1-847-671-4300 • Fax: 1-800-447-8329 or 1-847-671-4380 • www.sloanvalve.com 0 2013 SLOAN VALVE COMPANY Code No: 0816301 — Rev. 3 (05/13) Z1 203-N SPECIFICATION SHEET ZURNa ADJUSTABLE HORIZONTAL TAG SIPHON JET NO -HUB Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice 4 [356] ANCHOR LUG 15 34 34 [95] O- o Note: 4 [6] MIN. 1- 8 [155] 72 [190] 164 [425] 1. Min. 'P' Dim. Obtainable=2 [51] 44 [108] MAX. I 2. Feet bolted to floor using min. 543 } t = o o _ 41 114 MIN 1/2 [13] dia. bolts and back slots [146] 54 [133] 42 [1 14] 92] [241]MAX. on carrier feet. i } 3. Back anchor foot required for secure installation. 188 [47 9] - ENGINEERING SPECIFICATION: ZURN Z1203 -N() Adjustable, horizontal siphon jet water closet "Rigid System" with 4 [102] No -Hub connections. Complete with Dura -Coated cast iron right hand, left hand, or double main fitting, with 2 [51] vent, adjustable gasketed faceplate, universal floor mounted foot supports, corrosion resistant adjustable ABS coupling with integral test cap, fixture bolts, trim, and stud protectors. Rear anchor tie down and bonded "Neo -Seal" gasket. OPTIONS (Check/specify appropriate options) Z1203-NR4 4 [102] No -Hub Right Hand Inlet with Flow to Left Z1203-NL4 4 [102] No -Hub Left Hand Inlet with Flow to Right PREFIXES Z D.C.C.I. Approx. Product Wt. Lbs. 12 [304] [kg] — - - 04 [102] 68 [168] 2g [60] -F- 02 [51] NO—HUB 87 8 [ 224 ] 04 [102] VENT 5 [127] MIN . 6M[152] MAX. 216 [59] o [37] W/ STANDARD COUPLING } FINISHED WALL 9 [228] I O- o Note: 4 [6] MIN. 1- 8 [155] 72 [190] 164 [425] 1. Min. 'P' Dim. Obtainable=2 [51] 44 [108] MAX. I 2. Feet bolted to floor using min. 543 } t = o o _ 41 114 MIN 1/2 [13] dia. bolts and back slots [146] 54 [133] 42 [1 14] 92] [241]MAX. on carrier feet. i } 3. Back anchor foot required for secure installation. 188 [47 9] - ENGINEERING SPECIFICATION: ZURN Z1203 -N() Adjustable, horizontal siphon jet water closet "Rigid System" with 4 [102] No -Hub connections. Complete with Dura -Coated cast iron right hand, left hand, or double main fitting, with 2 [51] vent, adjustable gasketed faceplate, universal floor mounted foot supports, corrosion resistant adjustable ABS coupling with integral test cap, fixture bolts, trim, and stud protectors. Rear anchor tie down and bonded "Neo -Seal" gasket. OPTIONS (Check/specify appropriate options) Z1203-NR4 4 [102] No -Hub Right Hand Inlet with Flow to Left Z1203-NL4 4 [102] No -Hub Left Hand Inlet with Flow to Right PREFIXES Z D.C.C.I. Approx. Product Wt. Lbs. Number [kg] Z1203-NL4 67 [30] Z1203 -N R4 O- o Note: 4 [6] MIN. 1- 8 [155] 72 [190] 164 [425] 1. Min. 'P' Dim. Obtainable=2 [51] 44 [108] MAX. I 2. Feet bolted to floor using min. 543 } t = o o _ 41 114 MIN 1/2 [13] dia. bolts and back slots [146] 54 [133] 42 [1 14] 92] [241]MAX. on carrier feet. i } 3. Back anchor foot required for secure installation. 188 [47 9] - ENGINEERING SPECIFICATION: ZURN Z1203 -N() Adjustable, horizontal siphon jet water closet "Rigid System" with 4 [102] No -Hub connections. Complete with Dura -Coated cast iron right hand, left hand, or double main fitting, with 2 [51] vent, adjustable gasketed faceplate, universal floor mounted foot supports, corrosion resistant adjustable ABS coupling with integral test cap, fixture bolts, trim, and stud protectors. Rear anchor tie down and bonded "Neo -Seal" gasket. OPTIONS (Check/specify appropriate options) Z1203-NR4 4 [102] No -Hub Right Hand Inlet with Flow to Left Z1203-NL4 4 [102] No -Hub Left Hand Inlet with Flow to Right PREFIXES Z D.C.C.I. System with Zurn "ZZ" Adjustable Coupling* ZC D.C.C.I. System with Compression Fit Faceplate ZF D.C.C.I. System with Non -Adjustable One Piece Carrier ZQ D.C.C.I. System with NPT Faceplate, Non -Adjustable Coupling SUFFIXES A Auxiliary Support Assembly (For'P" Dim. Greater than 18 [457]) -B Blowout Type Fixture Support -BC Back Cleanout -BE Barrel Extender (Up to 26 [660], Overall length of 40 [1016]) -CC Corrosion Resistant Cast Iron Coupling (6 [151] to 12 [305]) -CL Coupling Length Greater Than 12 [305] (Specified Length Required) -CV Closed Vent (Use only when local codes allow) -F Floor Mounted, Back Outlet Fixture Support -G Galvanized Cast Iron -JC 2 -Inch Auxiliary Inlet with Sanitary Sweep on Faceplate Centerline REV. J -M Auxiliary Foot Support (for'P' Dim. 10 [254] - 18 [457]) -PF Pre -Fab Foot -PS Pre -Fab Slotted Foot -RYK Unistrut Pre -Fab Foot -T Threaded Connection -VP Vandal -Proof Trim -X3 3 [76] Carrier Foot Extension Assembly -X4 4 [102] Carrier Foot Extension Assembly -29 Mechanical Test Cap Assembly -45 Finishing Frame for Siphon Jet System (for Blowout System specify -45-B) -50 Flush Valve Supply Support for Water Closets -61 "ZZ" Coupling Wrench DATE: 2/10/11 C.N. NO. 120628 *REGULARLY FURNISHED UNLESS OTHERWISE SPECIFIED DWG. NO. 59268 PRODUCT NO. Z1 203-N ZURN INDUSTRIES, LLC. ♦ SPECIFICATION DRAINAGE OPERATION ♦ 1801 Pittsburgh Ave. ♦ Erie, PA 16514 Phone: 814k155-0921 ♦ Fax: 8141454-7929 ♦ World Wide Web: www.zurn.com In Canada: ZURN INDUSTRIES LIMITED ♦ 3544 Nashua Drive ♦ Mississauga, Ontario L4V1 L2 ♦ Phone: 9051405-8272 Fax: 9051405-1292 KOHLER, Features • Washout urinal. • 3/4" rear spud. • 0.125 gpf (0.47 Ipf) to 1.0 gpf (3.8 Ipf). • 14" (356 mm) extended rim. • Will replace K -4904 -ER. Material • Vitreous china. Water Conservation & Rebates ' WaterSense-compliant when used with a WaterSense flushometer. Components Additional included component/s: 3/4" inlet spud, 2" outlet spud, Strainer, and Hangers (2). Bardon' High -Efficiency Urinal K -4991 -ER �aterSe�� m P � ti• ADA CSA B651 PjscEPa°° 1. R&T Codes/Standards ASME All 12.19.2/CSA B45.1 DOE - Energy Policy Act 1992 EPA WaterSense® California Energy Commission (CEC) ADA ICC/ANSI A117.1 CSA B651 KOHLER@ One -Year Limited Warranty See website for detailed warranty information. Available Color/Finishes Color tiles intended for reference only. Color Code Description 0 White USA/Canada: 1-800-4KOHLER (1-800-456-4537) THE BOLD LOOK Kohler Co. reserves the right to make revisions without notice to product specifications. OF KOHLER For the most current Specification Sheet, go to www.kohler.com. 2-17-2017 04:00 KOHLER, *Urinal complies with ADA requirements when rim is mounted no higher than 17" (432 mm) from finished floor. *Urinal complies with CSA B651 when rim is mounted no higher than 16-7/8" (430 mm) from finished floor. 7- 20-3/4" (527 mm) 21" (533 mm) *24" (610 mm) Technical Information All product dimensions are nominal. Flush outlet Washout technology: Spud size: 3/4", Inlet, Rear Min. Water per Flush: 0.125 gal (0.5 L) Max. Water per Flush: 1 gal (3.8 L) Designed for the above water use when installed with a water -saving flushometer. Bardon"' High -Efficiency Urinal K -4991 -ER 18" (457 mm 12" (305 mm) Wall Hangers 40-1/2" (1029 mm) To Floor 26-7/8" (683 mm) 2" NPT Tap tot 1/4" (6 mm) I 6" (152 mm) Spud Detail Notes Install this product according to the installation guide. Refer to manufacturer's instructions and local codes for flushometer requirements. ADA, CSA B651 compliant when installed to the specific requirements of these regulations. USA/Canada: 1-800-4KOHLER (1-800-456-4537) THE BOLD LOOK Kohler Co. reserves the right to make revisions without notice to product specifications. OF KOHLER For the most current Specification Sheet, go to www.kohler.com. 2-17-2017 04:00 WOLVERINE BRASS, INC. FINALE LAWN FAUCET WITH THREADED ENDS OR COPPER UNION AND FLANGE FAUCET CONSTRUCTION: ❑ EXTRA HEAVY RED BRASS SATIN CHROME PLATED BODY. ❑ DOUBLE ACME STEM THREAD FOR FASTER ON/OFF OPERATION. ❑ LARGE BONNET NUT FOR EASIER REMOVAL. ❑ LOCK SHIELD STEM AND HANDLE CONSTRUCTION. OPERATION: ❑ E -Z -GRIP HANDLE. 50259 - 1/2" FI P I N LET ow ® 50262 - 3/4" FI P INLET v� 2" DIA. FIP +- 3/4-11-1/2 /\ - INLET HOSE 1-5/8" 1" 45° 50260 -1/2" CU INLET 1-15/16" DIA. _ + _ 3/4-11-1/2 INLET ' Q HOSE 1-1/2" 7/16.. 45° 50262FS 10-3-16 The Model 65, B65, RB65 are automatic draining, freezeless wall hydrants with single check hose connection anti -siphon vacuum breakers. Hydrants drain as handle is shut off, even if hose is attached. All models are designed for irrigation purposes to blend in with modern architecture for installation on restaurants, schools, office buildings, churches, apartments, motels, stores, shopping centers and industrial buildings. SPECIFICATIONS: MODEL 65/B65/RB65 • Approved under ASSE Standard 1019-B • Listed by IAPMO" • Meets Government Specification WW -P-541 b VACUUM BREAKER -ANTI SIPHON - - NIDEL° Model 34HAwith 1/4 inch male hose thread • Approved under ASSE 1011 • Listed by IAPMO° VALVE SEAT — Permanent type brass valve body with hemispherical seating surface. VALVE — One piece valve plunger accurately controls both flow and drainage with a minimum number of turns and without need for adjustments. DRAIN — Under nozzle away from hands of operator and with a lip to divert water away from building. CASING — Copper tubes. NO LEAD SOLDER -All solder joints. STEM — Hardened stainless steel stem resists damage. TEE KEY — Loose key operates hydrant. OPERATING ROD — 3/8" solid brass operating rod. INLETS — As shown. WALL CLAMP — Furnished on all 60 series except close coupled. MAX PRESSURE — 125 p.s.i. MAX TEMPERATURE - 120° F woaDFofo Anti -Siphon Freezeless Wall Hydrants Model 65/B65/RB65 Standard - Chrome (CH) Optional - Brass (BR) Polished Brass (PB) Fits one standard modular brick course. Model B65 Exterior Finish: Box & Door Standard - Chrome (CH) Optional - Brass (BR) Polished Brass (PB) Inlet Options Anodized Aluminum Box (AL) Fits two std. modular brick course or one course of facing tile. 3 � 13/8 3 � 1 3/8 4 3/8 4 3/8 P Inlet P1 Inlet 3/4" Female Pipe Thread 1" Male Pipe Thread 3 1 3/8 1/24 1/4 1 3/8 4 3/8 6 1/8 C Inlet EP Inlet 3/4" Copper Water Tube Union Elbow with 3/4" Male Pipe Thread Specify as follows: Wall hydrant shall be Woodford Model 65 (exposed type), B65, RB65 or MB65 (concealed box type), automatic draining with anti -siphon vaccum breaker. ASSE Standard 1019-B approved. 1/4" inlet and outlet (specify type of inlet). Hardened stainless steel operating stem and one- piece valve plunger to control both flow and drain functions. Exterior finish to be Chrome Plated (options: Polished Brass or Rough Brass). Loose tee key to be furnished with each hydrant. Wall thickness to be inches. I JA rev M 10 33.1 Exterior Finish: Box & Door - Chrome (CH) Only Designed especially for tilt -up wall construction. Install through 6" diameter hole. Two 3/8"-16 tapped holes for all -thread anchors in back of box. Lift and latch door stays open when hydrant is in use. When ordering, specify model, inlet and wall thickness ©2015 WOODFORD Mfg. 0977 Rev. 12/15 Form No. 65.112 MODEL 65/1365/R1365 PARTS LIST ITEM PART # DESCRIPTION 1 50009 Tee Key Part No. 50010 Long Tee Key (Box Models) 2 50264 Head Nut—chrome CC 50265 Head Nut — brass 3 50583 I.D. RING 4 50252 Stem Washer 5 55062 Stem Screw 6 50251 "C" washer 7 51014 Yoke Nut 8 Operating Rod (Sold With Item 10 Only) 9 50250 Plunger 10 554XX Operating Rod Assembly (Includes Items 7,8,9) 18 (Select required assembled length from table below) 11 34HA-CH 34HA Vacuum Breaker —chrome 22 34HA-BR 34HA Vacuum Breaker — brass 12 55063 Wall Clamp Assembly 13 67BX Box/Door Assembly —Chrome 65BXF Box/Flat Door Assembly — Chrome 67BX-BR Box/DoorAssembly - Brass 65BXF-BR Box/Flat Door Assembly - Brass 67BX-PB Box/DoorAssembly— PolishedBrass 65BXF-PB Box/Flat Door Assembly — Polished Brass 67BX-AL Box/Door Assembly —Aluminum 14 RB67BX Round Box/DoorAssembly - Chrome RK -65 Chrome Repair Kit (Includes Items 1 ,2 ,4-7 & 9) 15 51117 Door Lock Screw - Chrome 51116 Door Lock Screw - Brass 16 51120 E -Ring WoadExcellence Sirrne I9Z4 Pmadly .Siad¢ lit The tI.S.A- LM=D WARRANTY The Model 65 is sold with a limited warranty for five years against defects in material and workmanship. We will replace or issue credit (at our option) for defective goods that are returned for inspection and found to be defective within five years ofpurchase from Woodford. �� lob4 318 � I THICKNESS 5 OVERALLLENGTH (CLOSE COUPLED) 7/16 MODEL 65 Rough -In Dimensions 2 3/s 3 3/4 01� 4 3'8" 21/2" WALL THICKNESS 73/8" MIN OVERALLLENGTH 2 7/8" (CLOSE COUPLED) 43/8" MODEL RB652„ 3 7/8" Rough -In Dimensions 57/8"Dla. „A„ Operating Rod Assy. Wall Thickness 24 Part No. or more of the following Length 65 B65/RB65 51/2 CC CC 3 N/A 4 4'/i' 4 6 6 6 8 8 8 10 10'/i' 10 12 12'/2' 12 14 14'/2' 14 16 16'/2' 16 18 18'/2' 18 20 20'/2' 20 22 22 '/2' 22 24 24'/2' 24 N/A 26'/2' WoadExcellence Sirrne I9Z4 Pmadly .Siad¢ lit The tI.S.A- LM=D WARRANTY The Model 65 is sold with a limited warranty for five years against defects in material and workmanship. We will replace or issue credit (at our option) for defective goods that are returned for inspection and found to be defective within five years ofpurchase from Woodford. �� lob4 318 � I THICKNESS 5 OVERALLLENGTH (CLOSE COUPLED) 7/16 MODEL 65 Rough -In Dimensions 2 3/s 3 3/4 01� 4 3'8" 21/2" WALL THICKNESS 73/8" MIN OVERALLLENGTH 2 7/8" (CLOSE COUPLED) 43/8" MODEL RB652„ 3 7/8" Rough -In Dimensions 57/8"Dla. „A„ Manufactured 4 6 8 10 12 14 16 18 20 under one 24 Part No. or more of the following 21/4 55401 patents: 51/2 55402 U.S. Patents: SEE 55404 3,414,001 INLET 55406 4,178,956 TYPE 55408 4,316,481 8.4 ** Add 8.3 Lbs. for brass box models. 4,532,954 —25/8 55410 D216,790 WALL 55412 D216,791 THICKNESS 55414 D277:365 7 31E 55416 D277,366 MIN. OVERALLLENGTH (CLOSE COUPLED) 55418 Canada Patents: MODEL B65 55420 852,529 Rough -In Dimensions 55422 865,995 55424 1,146,438 WATER 71/2 y 2314 4 3/8 W.3/8� Wall Thickness (Inch) CC 4 6 8 10 12 14 16 18 20 22 24 Overall Length - Hydrant 5 8 10 12 14 16 18 20 22 24 26 28 Overall Length - Box Models 73/8 83/8 10 3/8 12 3/8 14 3/8 16 3/8 18 3/8 20 3/8 22 3/8 24 3/8 26 3/8 28 3/8 Shipping Wt. (Lbs)** 3.8 4.4 4.8 5.2 5.6 6 6.4 6.8 7.2 7.6 8 8.4 ** Add 8.3 Lbs. for brass box models. NOTE: Close Coupled Models are not recommended for use in freezing climates and cannot use wall clamp. **Add 2.5 Lbs. for aluminum box models. For more information contact... WOODFORD MANUFACTURING COMPANY 2121 Waynoka Road, Colorado Springs, Colorado 80915 • Phone: (800) 621-6032 • Fax: (800) 765-4115 To view our complete product line visit: www.woodfordmfg.com or email: sales@woodfordmfg.com ©2015 WOODFORD Mfg. 0977 A Division Of WCM Industries, Inc. Rev. 12/15 Form No. 65.112 ON -GRADE ADJUSTABLE FLOOR DRAIN 842 series SPECIFICATION Sioux Chief 842 Series adjustable floor drain shall be used where necessary in drainage systems. Floor drain shall have a Sch. 40 hub connection, which conforms to ASTM D2665 (PVC) or D2661 (ABS). Connection to drainage system shall be made with a solvent weld joint to ABS/PVC pipe. Strainer of floor drain shall fasten into female threaded brass inserts. Strainer shall be heel -proof and meet applicable load requirements for intended use. Trap primer port shall be threaded 1/2' FIP for knockout connection. MATERIALS ring/strainer: nickel -bronze, 304 stainless steel, brass top housing: ABS with threaded brass inserts adapter body: ABS or PVC STRAINER LOAD RATING nickel-bronze/brass: 1,000 lbs. (light duty, pedestrian traffic) stainless steel: 2,000 lbs. (light duty, pedestrian traffic) STRAINER FREE -AREA 2" drain 7.5 int 3" drain (standard top) 7.5 int 3" drain (large top) 11.75 int 4" drain 11.75 int DIMENSIONS A: connection size 2" x 3", 3" x 4", or 4" Sch. 40 hub B: top diameter RING & STRAINER 2" drain 51/2" 3" drain (standard top) 51/2" 3" drain (large top) 61/2' 4" drain 61/2" C: overall height round nickel -bronze 2" drain 43/8"-51/8" 3" drain (standard top) 43/8"-51/8" 3" drain (large top) 51/8"-61/4" 4" drain 53/8"-61/2" D: trap primer port 1/2" FIP thread for knockout connection * Adapters fit over 2'%inside 3" pipe, or over 3/inside 4" pipe Item # Submitted Job Name Location Engineer Contractor PO# TAG Create Item Number I842 -ABC D e.g. 842-3PNR = 3" PVC drain with round nickel -bronze ring & strainer 842-3 PS R B A A CONNECTION C RING & STRAINER ACCESSORIES ❑ 2 2" Sch. 40 hub ❑ BR round brass ❑ 863 -FA round aluminum ❑ 3 3" Sch. 40 hub (standard top) ❑ NR round nickel -bronze condensate funnel ❑ 36 3" Sch. 40 hub (large top) ❑ SR round stainless steel ❑ 863 -FN round nickel condensate ❑ 4 4" Sch. 40 hub funnel D OPTIONS (FACTORY INSTALLED) ❑ 863-FNO oval nickel condensate B ADAPTER ❑ V vandal -resistant strainer screws funnel ❑ A ABS adapter ❑ H hinged strainer' ❑ 842 -UM 45/8" stainless steel ❑ P PVC adapter ❑ E extended ring2 sediment screen' 1 Available for 842-4_ or 842-36_ models only 1 Available for 842-4_ or 842-36_ models only 2 Available for 842-36_NR and 842-4—NR models only SiouxChief Sioux Chief Manufacturing Company • tel: 1-800-821-3944 • www.siouxchief.com • fax: 1-800-758-5950 1- Notes (D All main circuit breaker loadcenters are listed for use as service entrance equipment. Ground bar kits priced separately. See Page 111-T1-25. Combination style covers may be used in surface or flush applications. ® Can be top or bottom fed by rotating the enclosure and trim 180 degrees. © Rainproof panels are furnished with hub closure plates. For rainproof hubs, refer to Page V141-25. © Panel includes #4-300 kcmil feed -through lugs. (1) This cover is for flush applications only (not combination). Box sizes Pages V7 -T7-27 and V141-28. Volume 1—Residential and Light Commercial CA08100002E—April 2014 www.eaton.com V7 -T7-7 Loadcenters and Circuit Breakers 1 Outdoor D Type CH Loadcenters and Circuit Breakers •1 1 1 Product Selection — 125 Single-Phase—Main Circuit Breaker Loadcenters-10/25 WC Indoor C CH42B200K Single -Phase Three -Wire -120/240 Vac—Insulated/Bondable Split Neutral (Unless Otherwise Noted) Main Main Maximum Number CH8CF Wire Size Range Loadcenter Cover Breaker Ampere 3/4 -Inch (19.1 mm) Enclosure Box Cu/AI 60°C or 75°C Loadcenter (D� Catalog Number C ' Type Rating of Poles Type Size for Main Breaker Catalog Number Combination 3 Surface CH 100 14 Indoor B #6-1/0 CH14B100B © CHBBF CH813S 10 kAIC 14 Outdoor B #6-1/0 CH14BIOOR0 — — 18 Indoor C #6-1/0 CH18B100C© CH8CF CH8CS 18 Outdoor C #6-1/0 CH18B100R O — — 22 Indoor C #6-1/0 CH22B100C© CHBCF CH8CS 22 Outdoor C #6-1/0 CH22BIOOR O — — 30 Indoor D #6-1/0 CH30B100D® CH8DF CH8DS Notes (D All main circuit breaker loadcenters are listed for use as service entrance equipment. Ground bar kits priced separately. See Page 111-T1-25. Combination style covers may be used in surface or flush applications. ® Can be top or bottom fed by rotating the enclosure and trim 180 degrees. © Rainproof panels are furnished with hub closure plates. For rainproof hubs, refer to Page V141-25. © Panel includes #4-300 kcmil feed -through lugs. (1) This cover is for flush applications only (not combination). Box sizes Pages V7 -T7-27 and V141-28. Volume 1—Residential and Light Commercial CA08100002E—April 2014 www.eaton.com V7 -T7-7 30 Outdoor D #6-1/0 CH30BIOOR O — — 125 22 Indoor C #6-1/0 CH22B125C © CH8CF CH8CS 22 Outdoor C #6-1/0 CH22B125R © — — 30 Indoor D #6-1/0 CH30B125D® CH8DF CH8DS 30 Outdoor D #6-1/0 C11301312511 © — — CSR 150 8 Outdoor E #2-300 kcmil CH811315011111`0 — — 25 kAIC 24 Indoor E #2-300 kcmil CH24B150E O CHSEF CHBES 24 Outdoor E #2-300 kcmil C112411315011 © — — 32 Indoor 1 #2-300 kcmil CH32B150J CHBJF CHBJS 32 Outdoor 1 #2-300 kcmil CH32B150R O — — 200 8 Outdoor E #2-300 kcmil CH8113200111`0 — — 24 Indoor E #2-300 kcmil CH24B200E (i) CH8EF CHBES 24 Outdoor E #2-300 kcmil CH2411320011 © — — 32 Indoor 1 #2-300 kcmil CH32B200J CHBJF CHBJS 32 Outdoor 1 #2-300 kcmil C113211320011 © — — 42 Indoor K #2-300 kcmil CH42B200K© CHBKF CHBKS 42 Outdoor K #2-300 kcmil C11421320011 © — — 225 32 Indoor 1 #2-300 kcmil CH32B225J0 CH8DF CHBJS 32 Outdoor 1 #2-300 kcmil CH32B225R © — — 42 Indoor K #2-300 kcmil CH42B225K© CHBKF CH8KS 42 Outdoor K #2-300 kcmil CH4211322511 O — — DK 300 42 Indoor PM (2) 3/0-250 kcmil CH42PM300 CH7PMF O CH7PMS 10 kAIC 400 42 Indoor PM (2) 3/0-250 kcmil CH42PM400 CH7PMF (D CH7PMS Notes (D All main circuit breaker loadcenters are listed for use as service entrance equipment. Ground bar kits priced separately. See Page 111-T1-25. Combination style covers may be used in surface or flush applications. ® Can be top or bottom fed by rotating the enclosure and trim 180 degrees. © Rainproof panels are furnished with hub closure plates. For rainproof hubs, refer to Page V141-25. © Panel includes #4-300 kcmil feed -through lugs. (1) This cover is for flush applications only (not combination). Box sizes Pages V7 -T7-27 and V141-28. Volume 1—Residential and Light Commercial CA08100002E—April 2014 www.eaton.com V7 -T7-7 llf"3 murdock SUPER SECUR MURDOCK- SUPER SECUR RESTROOM ACCESSORIES MODEL # 1118 SERIES HAND DRYER RESTROOM ACCESSORIES ITEM DESCRIPTION QTY 1 ACTUATING PUSHBUTTON AND NOZZLE 1 2 MOUNTING HARDWARE 1 THREADED PIPE 4 3 FLEX HOSE AND CABLES 1 4 BLOWER MOTOR ASSY. 1 5 1 ELECTRICAL ACCESS COVER 1 MAX 15" MAX IN I�"`��niiiiii • O�oo :MAX ��� =I • _= I ►off }--b 40" MAX TO FINISHED FLOOR 416„ MIN 34 1 5Itt` 4 J. MAX 3" L MAX LTO FINISHED FLOOR TECHNICAL DATA: 1118-3 semi -recessed electric hand dryer is Fastaire model HD -03. Vandal -resistant epoxy -coated cast aluminum nozzle with start button is in the restroom. Pushrod assembly will install in walls up to 9-1/2" thick. Switch box is mounted on pushrod assembly in plumbing chase. Blower unit and air duct are also mounted in plumbing chase. 1118-4 is Fastaire model HD -04 and is similar to HD -03 but without pushrod assembly. Nozzle may be mounted from restroom side of wall. High velocity air flow is timed for 30 seconds and dries hands without heating coils. Hand dryer is listed by Underwriters Laboratories, Inc. Electrical characteristics are 120 Volts AC, 7 Amps, 60 Hz. Dryer must be mounted with push button at a maximum of 40" above floor to comply with requirements of ADA. Fastaire provides a 3 year warranty. All dimensions are nominal and subject to manufacturer's change without notice. Murdock -Super Secur assumes no responsibility for use of void or suspended data. © Copyright 2006, Murdock -Super Secur, a division ofAcorn Engineering Company Please visit www.murdock-supersecur.com for most current specifications. Model Numbers & Options Approval for Manufacturing/Signature MODEL NUMBER: ❑ 1118-3 Electric Hand Dryer, Semi -Recessed ❑ 1118-4 Electric Hand Dryer, Semi -Recessed Title Quantity MURDOCK-SUPER SECUR A Member of Acorn Engineering's Family of Companies 15125 Proctor Avenue • City of Industry, CA 91746 USA • Phone 800-591-9880 or 626-333-2543 • Fax 626-855-4860 1118 Rev. B 8/10/07 Inline Fans Options Featuring TD-MIXVENT/TD-SILENT Warranty Five (5) year limited warranty. Range The TD-MIXVENT series consists of nine (9) nominal sized in-line fans. All models are specifically designed for direct connection in-line with industry standard diameter round ducting. Construction The TD-MIXVENT models 100, 100x, 125,150, and 200 are manufactured in tough reinforced plastic, models 250, 315, 355, and 400 have a metal casing and are finished in a tough epoxy -polyester paint coating. The TD fan duct connection flanges are manufactured from reinforced plastic, except for models 200, 250, 315, 355, and 400 which are constructed from epoxy -polyester coated metal. Impellers The impeller blades for models 100, 100x, 125, 150 and 200 are molded in tough ABS plastic. Models 250, 315, 355, and 400 are metal. Motors Models 100, 100x and 125: • Single-phase, 120V 60Hz, shaded pole induction asynchronous motor in die cast aluminum. All motors include direct two speed connection and are also suitable for voltage speed control. • Class II electrical insulation (model 100) & Class I (models 100x and 125) • IP 44 Protection • Class B Motor Insulation • Safety auto reset Thermal Overload Protection (fuse type) • Self-lubricating sleeve bearings. • Suitable for working airstreams up to 104° F (40°C). Models 150, 200, 250, 315, 355, and 400: • Single-phase induction asynchronous motor, with permanent capacitor and external rotor constructed of die cast aluminum. Models 150, 200 and 315 include direct two speed connection and are also suitable for voltage speed control. Models 355 and 400 are single speed. • Class I electrical insulation • IP 44 Protection • Thermal Overload Protection • Class B Motor Insulation • Sealed For Life, ball bearings • Suitable for working airstreams up to 140° F (60°C). Rl Performance characteristics Models 100 up to 315 include a direct two speed motor connection. LS= Low Speed S&P USA certifies that the TD IF range up to size 315 shown The TD-MIXVENT Models 100, 100x and 150 are California Title 24 '' HS = High Speed herein is licensed to bear the AMCA Seal. The ratings shown 13 116116 5 a/e 14 112 18113 13 w8 1/3 compliant and meetASHRAE 62.2 when installed with a CVC and other `` vL us 224 426 are based on tests and proce- dures performed in accordance with AMCA Publication 211 and 474 340 8.5 � I TD 250 & 315 are LIL listed for 101rz 19” comply with the requirements 16/9 14 an 1/3 TD -400 407 Model Nom. RPM Volts Max' Watts 547 370 I MMMMOMMU TD -100 5 1516 on 9 va 2431 120 23 LS 97 81 51 - - - - .4 104 2 4" TD -100 232 138 96 98 82 95 48 52 TD -100X 2516 120 26 HS 101 85 57 - - - .4 104 2 4" 2 a/e 1556 120 20 LS 100 77 48 - - - - .375 104 4.4 4" TD -100x 80 60 7 318 10 3116 6 1516 4 112 413'16 31516 3 9116 2096 120 3 S 135 113 90 53 - 258 176 115 4 4" 1633 120 24 LS 149 110 73 - - - - .35 104 4.4 5" TD -125 2146 120 LIM 5 116 197 168 133 86 22 - 212 W 10.4 295 1709 120 54 LS 218 193 163 128 105 24 - .8 140 4.4 6" TD -150 6 91116 5 9/16 713116 4718 51/2 3,516 '311116 2289 120 65 HS 293 273 250 227 206 131 35 1.15 140 4.4 6" 94 2322 120 139 LS 476 422 373 317 260 40 - 1.38 140 8.8 8" TD -200 5 112 291 386272 192 248 155 168 2781 120 184 HS 538 495 458 418 367 190 10 1.625 140 8.8 8" 2400 115 162 LS 541 475 418 355 295 218 170 2.03 140 19.8 10" TD -250 188 210 182 178 3200 115 241 HS 754 715 680 640 606 520 405 2.53 140 19.8 10" 2000 115 208 LS 751 670 545 420 285 190 130 1.62 140 30.9 12.4" TD -315 2500 115 335 HS 1050 990 932 850 770 600 420 2.95 140 30.9 12.4" TD -355 1400 115 464 - 1829 1740 1620 1530 1450 1190 - 1.1 140 43 14" TD -400 1400 115 756 - 2630 2490 2360 2240 2100 1750 350 1.2 140 78 16" Performance certified is for installation Type D: Ducted Inlet, Ducted Outlet. Performance ratings do not include the effects of appurtenances. LS= Low Speed S&P USA certifies that the TD IF range up to size 315 shown The TD-MIXVENT Models 100, 100x and 150 are California Title 24 '' HS = High Speed herein is licensed to bear the AMCA Seal. The ratings shown 13 116116 5 a/e 14 112 18113 13 w8 1/3 compliant and meetASHRAE 62.2 when installed with a CVC and other `` vL us 224 426 are based on tests and proce- dures performed in accordance with AMCA Publication 211 and 474 340 8.5 TD models are compliant when installed with a 3 way switch and remotely mounted speed control. TD 250 & 315 are LIL listed for 101rz 19” comply with the requirements 16/9 14 an 1/3 TD -400 407 outdoor use. 492 of the AMCA Certified Ratings 77V160 399 425 547 370 8.5 TD -100 5 1516 Program. 9 va 5 n1s Sound characteristics Fan sound levels are measured in sones. At this time there are no sone level test standards available through HVI due to the fact that remote mounted fan noise levels are in proportion to the following: type of duct, length of duct, fan distance from the intake source and other miscellaneous factors. However, it is generally accepted that remote mounted venting is usually quieter than standard (in room) venting. Models 100-315 X E H — — F �4R L >I D A g Models11 oK fin+cl . II.►, t� a uimensions (incnesimmi 14 s'e 9 3/8 TD -355 17 ,11,6 8 516 —16-7/9— 13 116116 5 a/e 14 112 18113 13 w8 1/3 377 238 ..16 Model 224 426 354 150 368 474 340 8.5 9 ars 19 ala 101rz 19” 15 - 16 714777-21 16/9 14 an 1/3 TD -400 407 249 492 267 487 77V160 399 425 547 370 8.5 TD -100 5 1516 9 va 5 n1s 3 31a 3 na 3 va 3 31a 1 ]/e 2 1116 151 232 138 96 98 82 95 48 52 TD -100X 7 318 11 1516 6 1516 4 112 '3,3"16 '315163 9116 3 va 2 a/e 188 303 176 115 97 100 90 80 60 7 318 10 3116 6 1516 4 112 413'16 31516 3 9116 3 1182 3/8 TD -125 188 258 176 115 123 100 90 80 60 TD -150 8 318 11 6187 5 ,3/16 4 fns 5 116 3 ,/813/8 212 295 200 127 147 112 130 80 60 TD -200 9 3/16 6 91116 5 9/16 713116 4718 51/2 3,516 '311116 233 302 217 141 198 124 140 100 94 TD -250 117116 15 ins 79'16 934 6 116 65/8 5„ns 5 112 291 386272 192 248 155 168 145 140 14 17 ��ns E13114 8,3116 125,6 7 a/a 611a 7116 7TD-315 356 450336 224 312 188 210 182 178 14 s'e 9 3/8 TD -355 17 ,11,6 8 516 —16-7/9— 13 116116 5 a/e 14 112 18113 13 w8 1/3 377 238 ..16 451 224 426 354 150 368 474 340 8.5 9 ars 19 ala 101rz 19” 15 - 16 714777-21 16/9 14 an 1/3 TD -400 407 249 492 267 487 77V160 399 425 547 370 8.5 OVERVIEW The CMR 9 Series Standard Range 360° occupancy sensor in<orpoates Passive Infrared (PIR) detection technology into an adractiv. line powered occupancy sensor that pprovides amazing sensitivity to small mations (e.g. hand movements) and excellent payback. the [Mq 9 is an economical solution (or providing automatic lighting control where a wall switch replacement sensor is not applicable. With an integgrated Zine switching relay, the CMR 9 is pedetl for applitztions where locating a power ppack Is diNicult, such as retrofitting rooms with mnnete or inaccessible ceilings. Far rooms with obstrucdons,the CMR PM9 Series sensor is recommended. FEATURES • Push-button programmable, adjurtable time delays, and multiple operating modes • 700 hr lamp burn -in timer • No field calibration or sensitivity adjustments required • No minimum load requirements SPECIFICATIONS Size: 4.55" diameter and 1.55" deep Weight: b oz Mounting: 3.5" octagon box, ceiling Tile surface, single gang box Color: White Maximum Load(per pole): BOOW W 120 VAC, 1200W U 277 VAC, 1600W (� 347 VAC Motor Load: 1l4 HP Frequenry: BOI60Hz Dimming Load: Sinks <20 mA;'40 BaIlasU C.6 mA each ROHS compliant Imp ��9cuityControls CMR 9 CMR PDT 9 Sicmd�d Rcmge 360°Sensor Warranty Five-year limited warranty. Complete waranry terms located at: Nb d IC t A R d dt Nom: Actual performance may differ as a result of endvser environmentand application. O a Specifications subjea to Change without nofice. [ NL umno OANERING INFORMATION Series gmNon Te[hnvlogy Coverage Type Polar LMR Ceiling Mount [hlankl PIA 9 Small Motion 360° Iblanki Single Paley Sensor pDi Dualie[hn0lagy tPlAl Mlaophonics) 2P Dual Relays Central Type Voltage bray/Xunidiry @lank] None Iblankl 120/2]1 VAC iblankl Standard D' D[[upanryContr011ed 347 J41 VAC Li Low Tempt Dimming Nigh humidity DP Dual Zone Phom[ell P Photocell ADC' Phoramll cal Dimming 'Not available wiM single relay Opdon A[uiry arands One lnhonia Way Conyers, GA 30012 Phone: gDe5352d65 w..w.a[uiryrantmis.mm ®20142016 A[uiry annds lighgng, Inc All rights reserved. 02IO2I16 1of2 COVERAGE PATTERN STANDARD RANGE 360" LENS •Best choice forsmall motion le.g. hand movements)detection xae: spew ax rs •Viewing angle of 56°ina360°ronial shaped pattern aligned wim allonq deteRion segment • Provides 72 h (3.66 m) radial coverage when mounted to standard 9 ft (2.74 m) ceiling • 8 to 15 ft (2.44 to 4.57 m) mounting heights provide 10 to 20 h (3.05 to 6.10 m) radial coverage 3.] 12 SIDE VIEW TOP VIEW t.fi 6 9 2.] 1.8 6 3.] 1.8 Om 1.8 3.] 12 6 Oft 6 12 3.] 12 TYPICAL WIRING SINGLE RELAY STANDARD WIRING BIACK* -tine Input •BLACK wires can be reversetl BIACK* -Load Output WHITE -Neutral 34T VAG OPTION (34T) Black wires are replaced w/ Red wires DIMMING OPTIONS (D, ADC) WOLEI � Connento Violet control wire from 0-10 VDC dimmahle hallart GRAY- Conners to Gay common wire tram ballast INITIAL POWER UP The sensor's relay is shipped in a latched closed position so the lights will come on upon initial power -up. If the lights do not immediately turn on (initial installation only) [he latching relay opened during shipment and will dose within 30 secs. Note: Ifinesensor loses poweciheirnemal relaywill latlhman. TYPICAL WIRING DUAL RELAY STANDARD WIRING BIAGK` -Line Input 1 � *BLACK wires can be reversetl BLACK' - Loetl Output i BLUE" -Line lnput2 BLUE wires can be reversetl BLUE" - Loatl Ou[pu[ 2 WHITE -Neutral 34T VAC OPTION (34T) Black wires are replaced w/ Retl wires SENSORS IN PARALLLL Sensors may be wired in paallel; however, the maximum load ratings stay the same. Do not wire sensors with P or ADL option in parallel. © �. © �. © LY CMA 91iSCMR�061A) A<uiry Brands lone Orhonia Way Conyers,W 30612 Phane:660.535.2ad6 wwx.amirymnwls.<om 026142mfiAcuiry Brontls Ughring, Inc All rl9hb resernd. 62162116 2pf2 RAB' � Outdoor Technical Specifications Listings UL Listing: Suitable Por wet Lorsnons. Coveretl Ceiling Mount Only. IESNA LM -T9 &IESNA LM -90 Testing: PAB LED luminaires and LED components have been lestetl by an intlepe.... laboratory in acmNance vnih IESNA ............. M-]9 and LM -30. OLC Listed: This protluct is on Ne Design Lights Conmdium (DLCJ Qualified Products List entl is eligible for rebates from DLC Member Dlilities. DLC Protluct Catle: P4V3N$13 Electrical Odver: AC boeN, 5050 Hz., t20V: 103 mA THD: 11.2%at 12oV Power Factor: 98.4% at 120V Dimmer Compallbllity: TRIACIELV tlimming capable. See dimmer moetlbll N auMe here Surge Protection: 2.5KV Construction Cold Weather Starting: The minimum starling temperature is -30°C (-22°F) Ambien[Temperature: Suitable tar use in 45°C (113°F) Housing: Precision steel housing Mounting: Ceiling mount b recasaetl junction with knockout tampale. Tamperproof screws. Lens: Ventlalproof, irostetl polycarbonate tlrop lens Gaskets: High-temperature silicone Bsakets Finish: Our environmentally friendly polyester powtler matings ere formulated for h19M1-tlumbilily entl Icng- las4ng calor Green Technology: Merwry entl UV free. ROHScompliant mmponenis. LED Characteristics Lifespan: 50,000.hour LED lifespan basetl an IES LM -30 reauns entl TM -21 celculelions LEDs: 120V bng-fife LEDs Color Stability: RAB LEDs exceed industry slantlaMs far chromatic stabir�ty Neetl helpl Page 1 of 2 Tech M1alp Ilne: (888) ]22-1000 Email: custsarv@rablighling.com Website: www.mbligh[ing.com Copyright ®2019 '.. Proj¢ct: RAB LlgMin9 All Rights Reserved Nole'. Speafimlions are subject to Type: i Prepared By: Date.: I Driver Into LED Info ',. 'rvve cpnstam Ganem wane 1z.00w '.... lzov caoaA canr ramp S000K (coop ',. 30aV N/A Cdar Accuracy 85 CRI , 24oV N/A L]0 Lifespan SO,Ooo 2]]V N/A Lumens 1,5]0 Input wens 12.80W ERracy 121.]LPW Efficierlty 83% Technical Specifications Listings UL Listing: Suitable Por wet Lorsnons. Coveretl Ceiling Mount Only. IESNA LM -T9 &IESNA LM -90 Testing: PAB LED luminaires and LED components have been lestetl by an intlepe.... laboratory in acmNance vnih IESNA ............. M-]9 and LM -30. OLC Listed: This protluct is on Ne Design Lights Conmdium (DLCJ Qualified Products List entl is eligible for rebates from DLC Member Dlilities. DLC Protluct Catle: P4V3N$13 Electrical Odver: AC boeN, 5050 Hz., t20V: 103 mA THD: 11.2%at 12oV Power Factor: 98.4% at 120V Dimmer Compallbllity: TRIACIELV tlimming capable. See dimmer moetlbll N auMe here Surge Protection: 2.5KV Construction Cold Weather Starting: The minimum starling temperature is -30°C (-22°F) Ambien[Temperature: Suitable tar use in 45°C (113°F) Housing: Precision steel housing Mounting: Ceiling mount b recasaetl junction with knockout tampale. Tamperproof screws. Lens: Ventlalproof, irostetl polycarbonate tlrop lens Gaskets: High-temperature silicone Bsakets Finish: Our environmentally friendly polyester powtler matings ere formulated for h19M1-tlumbilily entl Icng- las4ng calor Green Technology: Merwry entl UV free. ROHScompliant mmponenis. LED Characteristics Lifespan: 50,000.hour LED lifespan basetl an IES LM -30 reauns entl TM -21 celculelions LEDs: 120V bng-fife LEDs Color Stability: RAB LEDs exceed industry slantlaMs far chromatic stabir�ty Neetl helpl Page 1 of 2 Tech M1alp Ilne: (888) ]22-1000 Email: custsarv@rablighling.com Website: www.mbligh[ing.com Copyright ®2019 RAB LlgMin9 All Rights Reserved Nole'. Speafimlions are subject to change at any time without notice VAN1LED12W RAB II Outdoor Technical Specifications (continuetl) '. LED Characteristics Warranty: Buy American Act Compliance: '', ��'.. COIOr UDI(Ormlty: RAB wertants that our LED protlucls will be free PAB values U$A menufactudngl Upon request, I, RAD's reage or CCT (ConeWletl color from tlefecls In materials antl workmanship for a FHB may be able to menufeMure This protlucl b be �'.. Tem tura follows the delinea of the Period of five (5) yearn from the tlata of tlelivery to ompliant wiN the Buy Amerkan Act (BAA). Please pare ) gui the antl user, inclutling mverege oflight output, contact customer service to requestequote for the American National Slantlartl for Specifmationsfar golor stability, tlrivar pertormance antl (More finish. protluc[to Ce made DAA wmplianl. '�.. Ne Chromaticity of $olitl Slate LlgMing (SSL) RAB's warranty is subleIX ro all terms and '. 'i Products, ANSI C]3.3]]-201]. contlitions fountl al abl'ah'nc mm/werrenN '.. Other Equivalency: ',, I! Optional Sensor: Equivalent to t0oW Incantlescent '', VAN1 LED is wmpetible with occupancy sensors. I,. �. CI rk here t0 sea ell occuoancv sensor accessores Oimenslons ,=I�I TII �—rS93mIm I SIrz' t.l Ordering Matrix Family Wattage Color Temp Flniah kk VAN1 LED 12 �',,... W Cj 6=6W Blank=5000K (Cool) W=White , 12=12W N�4000K (Neubal) V=3000K (Warm) Features vandalproof potycarbonate arep lens mva erfigiency Low -prone tlesign Need help? Page 2 of 2 Tech help line'. (6831 ]23-1000 Email: cuatserv�rablighling.com Website: www.rabligh[ing.corn -- --- RAB Lighting All Rights Reservetl Nole: Specifications are subject to __ notice Need help? Page 2 of 2 Tech help line'. (6831 ]23-1000 Email: cuatserv�rablighling.com Website: www.rabligh[ing.corn Copyright®2019 RAB Lighting All Rights Reservetl Nole: Specifications are subject to change al any time without notice Specifications Luminaire Height: 9-318. Width: 18" Depth: Weight: 11 lbs ,r H WL D J WSQ LEDI- " Architectural Wall Sconce _ 11 lighting Facts Inverted available with WLIJ option only - Optional Back Box (BBW) Height: 4" Width: 5-112" i jprn,l Depth: 13 -112;' W For 314" NPT D side -entry conduit H -J °n - Type Introduction The classic Architectural Wail Sconce is now available with the latest in LED technology. The result is a long -life, maintenance -free product with typical energy savings of 75% compared to metal halide versions. The integral battery backup option provides emergency egress lighting, without the use of a back -box or remote gear, so installations maintain their aesthetic integrity. The WSQ LED is ideal for replacing existing 50 - 175W metal halide wall -mounted products. The expected service life is 20+ years of nighttime use. IF EXAMPLE: WSQ LED 2 IOA700/40K SR3 MVQLT ❑DBTXD WSQ LED WSQ LED 1 One engine IN n A options: SR2 Type it MVQLT' (10 LEDs) 10A700/30K 30MK SR3 Type 111 120' 2 Two engires 10A700140K 4400K SR4 Type IV 208' (2a LEDs) 10A7W501( 5000K 240' 277' 347 480 Emergency Battery Operation Shipped included Shipped i nistalled DDBXD Bark bronze (blank) Surface mount PE Pholoelcaric all, button type ` DBLXD Black Shipped separately I SE Single fuse 1120, 277, 347VJ ' DRAM Natural aluminum 88W Surface -mounted OF Double fuse 1208, 240, 480V1 ` DWHXD White back boa DMG 0-1 QV dimming driver {no controls) DSSX0 Sandstone BTS lipplt 5 degrees EL(W Emergency battery backup'' DDBTXD Textured dark bronze WLU Wet location daoftor up orientation DBLI3)(1) Textured black PIR INotionlarnNero Iiyhtsosor° DNATXD Tex lured natural DS Dual swi[chin g° alurnmum Shipped separately DWHGXD kr, lured white VG Vandal guard DSSTX0 Textured sandstone WG ME guard The emergency battery backup (ELCW option) is integral to the luminaire . no extern at housing required! This design provides reliable emergency operation while maintaining the aesthe tics of the product. All ELCW co of guration9 include an independent secondary driver with an integral relay to immediately detect AC power loss- Dual light engines are wired in parallel so both engines operate in emergency mu de and provide additional component redundancy. These design features meet various interpretations of .. . The emergency battery will paver the luminaire for a minimum duration of 90 minutes (maximum duration of three hours) From the time supplypower is lost, per .. - and provided luminaires are mounted at an appropriate height and illuminate an open space with no mater obstructions - The examples below show illuminance of T Fc average and 0.1 fc minimum of the single-engine Type IV product in emergency mode. 8' MH 72' MH 25' W5T LED 1 i0A700140K SR4 -- - - U MVOLT ELCW 10' x 1 n' Gridlines B' and 12' Mounting Haight NOTES 1 MV01LT driver operates on any line voltage from 120.277V (50161) Hz), Specify 120, 2118, 240 or 277 options only when ordering with photocell (PE), fusing (SF, OF), or dual switching (DS). 2 May also he ordered separately as an accessory- Ex! WSBBW DDBXD U. Must specify finish - 3 Must he ordered with fixture; cannot be field Installed - 4 Not avail ab le with MVO LT option- Hutton phatocelI (PEI can be ordered with a dedicated vohage option. Single Fuse (SF) requires 120. 277 or 347 voltage option. Double fuse (DP) requires 208, 240 or 480 voltage option. 5 Not available with 480V option. Not avai l able with motion/ambient light 5 ensor(PiR)- 6 Integral battery park is rated for -20° to 60°C operati ng tempe rature. . is 3 -year period- Not available with 347V a 480V Not avaitable wish WLU. 7 WLII not available with PIR or ELCW- 8 5peofis5 the control (photocell included): see' ' for details. Includes ambient fight sensor. Not available with "P E" option !button type photocell)- Dimming driver standard. Not available with WLU, VG or WG - 9 Provides 50150 Ivminaire operation via two independent drivers and light engines on two separate circuits. Not available with one engine, MVQLT, ELCW, WLU, SF or DF Must specify voltage; voltage must he the same for both drivers. When ordered with photocell (PE) or motion sensor (P1R), only the primary power source leads will he controlled. $LlrHL71411A One Lithonia Way • Conyers, Georgia 30012 6 Phone: 800.279.8041 • Fax: 770.918-1209 • WSQ-LED • 1.101-ITlIv.0 Cr 2011 -2016 Acu ity Brands Lighting, Inc. All rights reserved- Rev -04127116 lumen Output Lumenbient Temperature (LAT) Multi ipliers arme g �mxxn�.m,.11m�l .'��an.m mlawed v g g ,,. ovm.oa<„mmb,,.amb, rroa,mrae,e ram wmev �^,mi,e i. .,m a„ as e a .e: ria fi ,wlu7 toe>av� am _ __�' _ Projected LED Lume M [Henan , See el.minliwd aartkr Sonneov xrxrem wxe. enm propercdpml[suq Tla-zr-, n. �m.,taoe,i�m,�mz5. �n®.,i. S,gm�n, wrmmo m o.g. o.ee o.n Electrical Load I� � 9,w on o:3 azo I Ta see mmpltte photemebc repai6 or download;es files%r Uis produR,.isrt lithania Lighting's ::'.s_ rE.. n, .. ,,_ , Iaaao� p mr oz lgq ,aid saa_oi,umes are is ambo mo snrlrz4 oambeeoaw oewrzsw mmol wa FEATURES &SPECIFICATIONS I .xdesisneak�appllceeomswn a:n�imb, amma�ce al.,Wmmme.�aace hee. ryas w. ,ys ne a.y irk �oxaaedace�make u,u gaskeretl epic g �ro eep o�, mmxhrea�d a�xc +.d .. eaxaral alammam. saeasaeeaad where.gailablem,enmea aaa aoa tenwedfin.,M1ex. zd. , scolwistent mrh rFe �EEo®and 6�een Globex cnrena kr zLmin g rtgef��l �p ighr. L/GNT/NG ekl tn)mc ,em�x�a a , emm, ae.�ca mem:amm�m,mC g 7ajpe�gNSVI[EE eeza'�a. omn areas aaea9:n ie me s g �ecno�:. am„allo..srhennurem q u�te pr as oHem „v oceuo�e own npuR aaialm.a Pmdam:missemm �e,,:_ m :em.nv.soa, •ca.. no.g,s,zoa.. ... ee..uanne A L/THO/VIA L/GHT/NG° FEATURES & SPECIFICATIONS INTENDED USE — Ideal where high brightness and good illumination levels are required such as retail, light industrial and warehouses. Attributes: Available in one lamp or two lamp configuration. CONSTRUCTION — Heavy-duty channel, die -formed from code -gauge steel. Sturdy channel cover secured by captive quarter -turn latch for easy access to wireway. Combination endplate/channel connector furnished with each fixture. Finish: Five -stage iron phosphate pretreatment ensures superior paint adhesion and rust resistance. Painted parts finished with high -gloss, baked white enamel. ELECTRICAL — Thermally protected, resetting, Class P, UL Listed and CSA Certified ballast is standard. Sound rating depends on lamp/ballast combination. AWM, TFN,THHN wire throughout, rated for required temperatures. INSTALLATION — For unit or row installations, surface or suspended mounting. LISTINGS— UL listed to US and Canadian safety standards. Optional: Mexico NOM. Damp location listed. Listed for 25 degree C ambient temperature. WARRANTY -1 -year limited warranty. Complete warranty terms located at www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx . Note: Specifications subject to change without notice. Actual performance may differ as a result of end-user environment and application. Catalog Number Notes Type I� I General -Purpose Strip C 02', � or 3; 4; 6'anlength 1 or2lamps Specifications Length: 24"(61.0) 36" (91.4) 48"(121.9) 72"(182.9) 96" (243.8) Width: 4-3/8"(11.1) Fixture Depth: 2-1/16" (5.2) All dimensions are inches (centimeters) unless otherwise specified. r Lead times will vary depending on options selected. Consult with your sales representative. Example: C 2 32 MVOLT GE1310IS C Series Numberoflamps 1 Lamp type T8 Emergency battery pack (nominal 3001umens)6 T12 Slimline HO WGCSMR48 Voltage 01115-1 MVOLT' C General-purpose strip For tandem double length unit, 2 17 17W T8 (24") 36 30W slimline (36") 24HO 35W T12 800mA (24")' 120 add prefix T. Example: TC lamp not included 25 25WT8(36") 48 38W slimline (48") 36HO 45WT12800mA(36")' 277 T8 high-performance ballast,1.20bf (high), instant start NOM 32 32WT8(48") 72 55W sl iml ine (72") 48H0 60W 800mA (48") 347 48T8 38WT8(48") 96 75W sl iml ine (96") 48T8HO 44W T8 (48") Others available 96T8 59W T8 slimline (96") 72HO 85W 800mA (72") 72T8HO 65W T8 (72") 96HO 11OW 800mA (96") 96T8HO 86W 380mA (96") Options GEB Electronic ballasts, <20%THD^ EL Emergency battery pack (nominal 3001umens)6 GEB101S Electronic ballasts,<10%THD, instant startzGLR WGCSMR48 Internal fast -blow fuse (add Xfor external)6 GEBIORS Electronic ballast, <10%THD, rapid start' GMF Internal slow -blow fuse (add Xfor externa l)6 GEBIOPS Electronic ballast, <10%THD, programmed start PLR_ Plug-in wiring; specify 1, 2, or 3 branch circuits and hotwires (A= Black, B =Red, C= Blue, AB or AC)6 BILP High -efficiency ballast, .78bf (low), instant start TILW Tandem in-line wiring BINP T8 high-performance ballast, .88bf (normal), instant start CSA CSA Certified (only required for 347V) BIHP T8 high-performance ballast,1.20bf (high), instant start NOM NOM Certified 1/4 One four -lamp ballasts AL Aluminum housing; white enamal finish Accessories: Orderasseparate catalog number. SH Swivel stem hanger (specify length in 2" increments) HRC1® HookerT-barhanger (1-1/2"from ceiling) 1 B Ceiling spacer (adjusts from 1-1/2"to 2-1/2"from ceiling) WGCSMR48 Wireguard, 4'white for symmetric reflector' CONLGC 12"screw-on channel connector WGCASR48 Wireguard, 4'white forasymmetric reflector' WGCUN NST Wireguard, 4'white I CSMR48 Symmetric reflector, 4'white,7"aperture' HC36 Chain hangers (1 pair, 36" long) CASR 48 Asymmetric reflector, 4'white, 5-3/4"wide' HRC® HookerT-bar hanger (flush to ceiling) INDUSTRIAL Notes 1 Only avaialble with AL option. 2 MVOLT standard for 120-277V applications, 50-60 mhz operation. Some options require voltage specified. 3 347V, simline lamps only. 4 Slimline and HO lamps only. 5 Not available in slimline. 6 Specify voltage. 7 Order two for8'fixtures. C General -Purpose Strip MOUNTING DATA For unit or row installation, surface or suspended mounting. Unit installation - Minimum of two hangers required. Row installation -Two hangers per channel required one per fixture plus one per row of CONLGC installed. Hooker® (HRC) and (HC) Hangers - minimum two per channel (unit and row). See ACCESSORIES below for hanging devices. HRC SQ 2-1/16 O (5.2) E 2-15/16 (7.5) 4-3/8 01.1) D =11/16 (17) Dia.K.O. E = 7/8 (22) Dia.K.O. F =1-1/4 (32) Dia.K.O. H = 2 (51) Dia.K.O. PHOTOMETRICS See www.lithonia.com for photometry reports. HC36 T 2(5 OE 2-15/16 17.51 Y(2-1/2 6.4) 4-3/8 (11.1) 6 05.2) DIMENSIONS All dimensions in inches (centimeters) unless otherwise specified. Subject to change without notice. 48", 72", and 96' have only two 7/8" K.O.s 6"from each end. 24" and 36' have only two 7/8" K.O.s 3-1/4 from each end. 24 (61.0) o �3_ 1/4 6 4-1/4 (8.3) 05.2) (10.8) 36 6 (91.4) 3-1/4 (15.2) 18.31 (11.1$ D°--- E------ H+ ---D ID ----F of 4-1/4 6 6 (10.8) (15.2) (15.2) 48 (121.9) 6 10 05.2) (125.4) 18.31 (11.1) -�o- EbF - - dp E - p - -FOoo-D 4-1/4 6 (10.81 (15.2) 48 (121.9) 6 3-1/4 115.2) 18.31 4-3/8 _D_._aE_ F E H D 01.1) EQ D - - - - -� - - - - - p -F Eod 4-1/4 48 k 6 (10.8) (121.9) (15.2) 96 (243.8) 3-1/4 (111) - �o-oEoE - - - - �D - I- 4-1/4 (10.8) IA L/THOVIA L/GIII T/NG° An 117,MtuityBrands Company 48 6 (15.2) INDUSTRIAL: One Lithonia Way Conyers, GA 30012 Phone: 800-315-4963 Fax: 770-981-8191 www.lithonia.com ©1996-2014 Acuity Brands Lighting, Inc. All rights reserved. Rev. 04/16/14 SubstiTUBE® Value LED T8 Compatible LED T8 for use with instant start and select programmed rapid start (parallel wiring) electronic T8 ballasts SYLVANIA SubstiTUBE Value LED T8 lamps are an energy saving alternative, designed to replace traditional fluorescent T8 lamps. These LED T8 lamps contain no mercury, provide instant light and a uniform light distribution with an optimized glass optic design. Key Features & Benefits — Available in 4ft — CCT: 3000K, 3500K, 4100K, 5000K — Beam angle: 220° — Compatible with instant start and select programmed rapid start (parallel -wiring) electronic T8 ballasts with input voltage of 120-277V and 347V — THD <20%, power factor >0.90 — G13 medium bi-pin base — Long life: 36,000 hour life (L,o) Product Offering — 3 year limited lamp warranty (24/7 operation) — Reduces energy consumption up to 34% — No warm-up time, instant -on with full light output and stable lamp to lamp color — Optimized glass optical design — No UV emission — Suitable for dry and damp locations (cannot come in direct contact with water) — Maximize energy savings with occupancy sensors Engineered to operate on existing instant start and select programmed color rapid start electronic T8 ballasts, these lamps minimize labor costs. Length Temperature CRI Because the SubstiTUBE Value LED T8 is not affected by switching cycles, 48in. 3000K, 3500K, 4100K, 5000K 82 the use of occupancy or vacancy sensors can be installed with the existing instant start ballasts for optimal energy savings. Application Information Applications Specifications and Certifications — Cove lighting — Display case — General illumination ° U` e�ffioHS ,compliant 0 — Parking garage — Tunnels SYLVAN/A 0 LED481132 6-16 Specifications Energy Data Ambient Operating Temperature: -4°F to 122°F (-20°C to 50°C) EMI/RFI: FCC Title 47 CFR, Part 18, Non -Consumer Ordering Information Project Specification Data Type Comments Prepared by Lighting Data Lumen Output: See specification table (output is dependent on operating ballast) Lumens per Watt: Up to 112 Correlated Color Temperature (CCT): 3000K, 3500K, 4100K, 5000K Color Rendering Index (CRI): 82 R9: Up to 21 Item Ordering Lamp Lamp Color Beam Package Number Abbreviation Length Power (VII)' Lumens (Im)' Temp. CRI Angle (°) Quantity 75115 LED17T8/L48/FG/830/SUB/G6 4ft 17 2100 3000K 82 220 10 75116 LED17T8/L48/FG/835/SUB/G6 4ft 17 2100 3500K 82 220 10 75117 LED1 7T8/L48/FG/841 /SU B/G 6 4ft 17 2200 4100K 82 220 10 75118 LED17T8/L48/FG/850/SU3/G6 4ft 17 2200 5000K 82 220 10 'Lamp Power and Lamp Lumens rated on QHE1x32T8/UNV ISN Please contact OSRAM SYLVANIA for additional information. Specifications & Lighting Data Lamp* Ballast Current (Amps) System Power (W) System Lumens (Im) System Efficacy (Im/W) No. of Lamps LED17T8/L48 QHE1X32T8/UNV ISL 0.14/0.06 16.5 1,850 112 1 QHE2X32T8/UNV ISL 0.28/0.12 33.0 3,700 112 2 QHE3X32T8/UNV ISL 0.44/0.19 52.5 5,850 111 3 QHE4X32T8/UNV ISL QHE1X32T8/UNV ISN 0.59/0.26 0.17/0.08 70.0 20.0 7,800 2,200 111 110 4 1 QHE2X32T8/UNV ISN 0.34/0.15 40.0 4,300 108 2 QHE3X32T8/UNV ISN 0.51 /0.23 60.0 6,450 108 3 QHE4X32T8/UNV ISN QHE1X32T8/UNV ISH 0.67/0.29 0.23/0.11 80.0 27.5 8,600 2,850 108 104 4 1 QHE2X32T8/UNV ISH 0.46/0.20 55.0 5,700 104 2 QHE3X32T8/UNV ISH 0.69/0.30 82.5 8.550 104 3 Ordering Guide LED 17 T8 / L 48 / FG / 8 41 / SUB / G6 LED Wattage Lamp Length 48 Inches Frosted CRI 82 Color SubstiTUBEO Value Generation (OHE ISN ballast) Type Glass Temperature (Compatible LED T8 for 41 = 4100K use with instant start and 30 =3000K select programmed rapid 35 =3500K start - parallel wiring -T8 50= 5000K electronic ballasts) Assembly Diagram IL4 L3 L2 L1 L1 L2 L3 L4 Product End of Base Pin to End Base Face to End Base Face to Bulb Outside Description of Opposite Pin End of Opposite Base Pin Base Face Diameter LED17T8/L48 (4ft) 47.725" ± 0.055" (1212.2mm ± 1.4mm) 47.45" ± 0.05"(1205.25mm ± 1.25mm) max 47.22" (1199.4mm) 1.02" ± 0.08" (25.9mm ± 2.Omm) Application Information Application Notes 1. Due to numerous ballast designs and topologies, this lamp should be tested on existing ballasts before mass quantities are installed. 2. Not intended for use with older dedicated voltage (1 20V or 277V) ballasts. These ballasts have electronic components that degrade over time and may become unsuitable for the new LED T8 lamp. 3. All installation, inspection, and maintenance of lighting fixtures should be done with the power to the fixture turned off. Lamps should be installed and operated in compliance with the National Electrical Code (NEC), Underwriters Laboratories Inc. (UL) requirements, and all applicable codes and regulations. 4. Insert and align tubes properly in lamp holders. Partial insertion results in a poor or intermittent electrical contact that can result in short lamp life and arcing. Arcing at the lamp holder can result in localized overheating. 5. For instant start ballasts, use lamp holders with an internal shunt or ensure that lamp holders are wired in a shunt configuration. 6. For Programmed Rapid Start ballasts (parallel wired), use rapid -start lamp holders (non -shunted lamp holders). 7. De -lamp is not allowed for ISH ballasts. For approved ISN and ISL ballasts, de -lamp is allowed for only 1 lamp so long as the ballast factor remains below 1.20 (for example, 4 lamp ballast can de -lamp to 3 lamps). 8. Operating temperature range between -4°F and 122°F (-20°C and 50°C). 9. Suitable for use in dry and damp environments. 10. Maximum mounting distance between tube and ballast is 20 feet. 11. NSF certified Food Zone (Non -Contact), Splash Zone and Non -Food Zone. 12. Please read all installation instructions before attempting installation. 13. For detailed warranty information, please see www.sylvania.com Warranty SubstiTUBE® Value LED T8 lamps are covered by a 3 year limited warranty (24/7 operation). For additional details, please visit www.sylvania.com/warranty. LEDVANCE LLC 200 Ballarcivale Street Wilmington, MA 01887 USA Phone 1-800-LIGHTBULB (1-800-544-4828) www.sylvania.com SYLVANIA and LEDVANCE are registered trademarks. All other trademarks are those of their respective owners. Product Licensee of Trademark SYLVANIA in General Lighting. Specifications subject to change without notice. ©/sylvania U/sylvania 0 2016 LEDVANCE SYLVAN/A 0 f,7 legrand' Pass & Seymour CS 1 5A 11 CS 15AC3, CS20AC 1, CS20AC3 Commercial ruggedness in traditional side wire switches. ike our other commercial switches, these reliable performers feature high-strength polycarbonate toggles, single -piece brass alloy contact arms, nylon covers and heavy -gauge steel straps to withstand hard use and ensure a long service life. Fast make and positive break action minimizes arcing. One-piece plated steel strap for corrosion -resistance. Heavy-duty bumpers for quiet, smooth operation. Oversized silver -alloy contacts for long life and better heat dissipation. Heavy-duty, brass alloy, one-piece contact arm virtually eliminates contact bounce. Shallow design for easier installation ■ Retail 0 Office * Glass -reinforced nylon back body for durability and strength. f Cam control and spring actuator for positive "makes and breaks" with a minimum of arcing. Locking support provides resistance to face and back body separation. 4 �. Side wire with #14 — #10 AWG copper or copper -clad - wire. x CS20AC1-LA -Id Uses/Vertical Markets 0 Hospitality/Lodging 0 Multiple Dwelling 0, legrand' Pass &Seymour 1595, 2095, 1595-S, 2095-S, 1595 -NTL, 2095 -NTL, 1595 -TR, 2095 -TR, 15954, 2095-L Durability and protection that exceeds the 2006 UL standard. atented SafeLock" protection denies power if the GFCI is miswired or if the GFCI is damaged and protection is lost. This prevents the unsafe condition of power without protection. P&S has the broadest range of ground -fault protection, with the first LED Nightlight/GFCI Combination, and the first Tamper -Resistant GFCI, in addition to Auto -Ground and Illuminated versions. For Hospital Grade GFCIs, refer to 51`1 102R4. SafeLockTm Protection denies power if the GFCI is miswired or if the GFCI is damaged and protection is lost. This prevents the unsafe condition of power without protection. Back wire clamp allows for fast installation of ground wires Nickel post-platedI W - _1 911V / mounting strap for superior fir/ corrosion resistance. Trip indicator light (red lamp) makes it easy to I _ identify tripped condition. Side or internal screw - pressure -plate back wire termination with #14 — #10 AWG stranded or solid, copper or copper -clad conductors. Captive screws make for easier installation. Meets 2006 UL requirements. 2095-L Two back wire holes per termination add wiring flexibility, eliminate pigtailing and save box space. i� Prevents line -load reversal miswire: No power to the face or downstream receptacles if wired incorrectly. High -impact -resistant, thermoplastic construction for superior strength and durability. 1/4" thinner than competitors' GFCls; leaves more room for wires in the box. to most durable GFCI available. ceeds UL943 voltage surge requirements; rvives 100x the required UL 3kA/6kV •,�Itage surge test cycles. ■ Industrial ■ Health Care ■ Education ■ Institutional ■ Retail 0 Office 0 Hospitality/Lodging 0 Multiple Dwelling 111.08 H&C@ IL CONC01, IN V,+ PROTECTION CONCRETE STAIN SOLID COLOR WATER BASED FORMERLY SHIELD PLUS ULTRA CONCRETE STAIN PRODUCT DESCRIPTION H&C° Concrete Stain Water Based pro- vides superior protection and beauty for both exterior and interior concrete. For- tified with silicone it is ideal for pool decks, patios, walkways, block and stucco walls, basements and laundry rooms. It may be applied to bare con- crete or previously painted surfaces. H&C° Concrete Stain Water Based is highly resistant to pool chemicals. For best results on garage floors use H&C° Shield -Crete Garage Floor Epoxy. Features: • Protects and beautifies interior and exterior surfaces • Use on concrete, masonry, and asphalt • Will not peel, flake, or fade • Resists oil, gasoline, water, and UV rays • Makes the surface easier to clean • Soap & water clean up • Ideal for high pH surfaces Recommended Uses: • Pool Decks • Stadium Supports • Bridges and Bridge Structures • Parking Garages • Athletic Courts • Asphalt Driveways • Block & Stucco Walls • Patios and Walkways • Basement Floors • CMU, Split Face, and Fluted Block • Precast, Poured -in-place, and Tilt -up Concrete. For a complete color/seal system on porous substrates, apply 2 coats of H&C° Concrete Stain Water Based and a flood coat of H&C Super V TM Water Repellant. CHARACTERISTICS Color: 8 ready mixed colors, 3 tintable bases for a variety of custom colors and clear for added durability. Coverage sq ft/gal Concrete floors 200-300 Porous concrete 150-250 Asphalt 200-250 Concrete block 100-150 Split faced block 75-125 Fluted block 50-100 Brick (clay) 100-150 Drying Time, @ 77°F, 50% RH: temperature and humidity dependent To touch: 30 minutes Light traffic and recoat: 2 hours Heavytraffic: 72-96 hours Full Cure should be reached in 7-14 days `NOTE: High humidity and /or low temperatures will affect drying time. Flash Point: N/A Vehicle Type: 100% Acrylic White 20.00121- VOC (less exempt solvents): 224 g/L; 1.87 Ib/gal* Pigmented Sheen: Low Luster < 35 Volume Solids: 30 ± 2%* WeightSolids: 43 ± 2%" Weight per Gallon: 10.0 Ib' 'Mayvarybycolor Clear 20.00120- VOC (less exempt solvents): 246g/I; 2.05lb/gal Clear Sheen: Low Luster < 35 Volume Solids 19% Weight Solids 22% Static Coefficient of Friction Water Vapor Transmition ASTM D1653 5.21 ± 0.12 grains/(hr ftz) Perm Rating ASTM D1653 11.2 ±.3 grains/(hrft2 in Hg) SURFACE PREPARATION WARNING! Removal of old paint bysand- ing, scraping or other means may gener- ate dust orfumes that contain lead. Expo- sure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper contain- ment and cleanup. For more information, call the National Lead Information Cen- ter at 1 -800 -424 -LEAD (in US) or contact your local health authority. Bare Concrete: Newly poured concrete must be at least 28 days old. All concrete must be porous, clean, dry and free of grease, oil & any other contaminates. To spotclean, use H&C° Cleaner Degreaser following label directions. If mold, mil- dew or fungus is present, kill and remove with a solution of one -cup household bleach to one gallon of water. All horizon- tal concrete surfaces MUST be etched with H&C® Etching Solution or muriatic acid, following label directions. After proper etching the surface should have the feel of 120 -grit sandpaper, if not then a second etching is required. Vertical concrete surfaces should absorb water. Test various sections by spraying water directly onto the surface to be stained. If the water does not absorb rapidly, then the surface should be acid etched using the H&C° Etching Solution following la- bel instructions or mechanically abraded. Do not apply the stain until all surfaces are porous. Allow all surfaces to dry 24 hours before staining. Prepared concrete must have a pH level between 6 and 10. 05/2013 continued on back i XU fJFUL CONC. PROTECTION SURFACE PREPARATION Garage Floors: For best results use H&C° Shield -Crete Garage Floor Epoxy Driveways: Proper surface preparation is crucial when using this product on garage floors and driveways. For best results us H&C° Concrete Sealer Sol- vent Based. Asphalt: Asphalt surfaces must be free of grease, oil, dirt, wax, etc. Scrub with a solvent free cleaner following label di- rections. DO NOT ETCH ASPHALT. Not recommended if asphalt has been freshly sealed. Previously Painted: All old, peeling, flak- ing paint must be removed. Areas with firm adhesion must be clean and free of dirt, oil, grease, etc. Clean with H&C® Cleaner Degreaser, following label di- rections. Rinse thoroughly and allow to dry. Remaining paint should be rough sanded in a circular motion to ensure adhesion of H&C' Concrete Stain. Rinse away sanding dust. DO NOT ETCH PRE- VIOUSLY PAINTED SURFACES. Repair: For the best waterproofing pro- tection on vertical and horizontal concrete and masonry surfaces, patch and repair cracks with H&C® Quick Patch and Re- pair. Patching compounds will generally be visible through clear coatings. 05/2013 H&C@ CONCRETE STAIN SOLID COLOR WATER BASED FORMERLY SHIELD PLUS ULTRA CONCRETE STAIN APPLICATION When to Apply: H&C° Concrete Stain Water Based should be applied on to a dry surface where moisture content should not exceed 3lbs/1000 sq. ft. of surface (ASTM F710). Air, surface and material temperature must be be- tween 50° and 90°F and at least 5°F above the dew point during and for 24 hours after application. Do not apply H&C° Concrete Stain Water Based if rain is expected in 12 hours following the application. Stir stain thoroughly before and during application. A mini- mum two coats is required. Apply with brush, roller or spray. When using more than one container, intermix all containers together to ensure color uniformity. Prior to applying your first coat, dry -sweep the concrete with a stiff broom or shop vacuum to remove all surface latent. First Coat: Apply first coat evenly, work- ing in one direction. Allow to dry at least 2 hours before applying second coat. Second Coat: Apply second coat cross- wise to the first coat. Two coats of H&C® Concrete Stain Water Based are usu- ally sufficient. However, extremely po- rous surfaces may require a third coat for a uniform appearance. If more than two coats are applied on a horizontal surface, consider using H&C® SharkGrip Slip -Resistant Additive. Al- low 2 hours dry time between coats. Allow 72 to 96 hours drying conditions before using the surface for heavy traf- fic. APPLICATION Brush—Use a nylon/polyester brush Roller—Use a 3/8" woven nap cover Spray—Airless Pressure .............................. 1500 psi Tip .................................. .013" - .017" Spray—Conventional Air Pressure ...................... 30 - 50 psi Fluid pressure .................. 15 - 20 psi Cap/Tip ............. 704/FX or equivalent HVLP Cap/Needle .... Titan #3 or equivalent Backrolling recommended after spraying Slip Resistance: Some surfaces may require a slip -resistant additive for safety. Add H&C°SharkGrip Slip ResistantAd- ditive to the final coat, following label directions. H&C° SharkGrip Slip Resis- tant Additive should not be used in place of a non-skid finish. CLEANUP INFORMATION Clean spills and spatters immediately with soap and warm water. TECHNICAL SERVICES The information and recommendations set forth in this Product Data Sheet are based upon tests conducted by or on behalf of H&C conrete coatings and The Sherwin-Williams Company. Such infor- mation and recommendations set forth herein are subject to change and per- tain to the product offered at the time of publication. Consult your H&C or Sherwin-Williams representative to ob- tain the most recent Product Data sheet. NIJIFUL CwrO1 NC k PROTECTION 1 ION 0 H&C@ CONCRETE STAIN SOLID COLOR WATER BASED FORMERLY SHIELD PLUS ULTRA CONCRETE STAIN ORDERING INFORMATION PERFORMANCE DATA PERFORMANCE DATA Clear Part Number/SMIS Accelerated Weathering Scrub Resistance Testing Gallon 20.001204/163-2702 ASTM G154 3000 hrs, no effect 1200 cycles, no failure Five 20.001205/163-2710 Color Change: Delta E = 0.35 Adhesion Testing ASTM 3359 Extra White Part Number/SMIS Color & Gloss Retention Gallon 20.001214/163-1753 ASTM G90 Color: Less than .30 Change Method A X -Cut Tape Test Five 20.001215/163-1746 Sheen: .5 difference @ 60° Results: No film loss Classification 5A Deep Base Part Number/SMIS Chloride Ion Penetration Gallon 20.002214/163-1738 AASHTO T 259/T 260 Method B Cross -Cut Tape Test Five 20.002215/163-1720 Reduction of 54 % @ 0.0625"-0.5" penetra- Results: Less than 5% removed tion, 83 % @ 0.5"-1.0"penetration, and 36 % Classification: 413 Ultra Deep Part Number/SMIS @1.0"-1.5"penetration Gallon 20.003214/163-1712 Resistance to Wind Driven Rain Abrasion Resistance ASTM D968 Five 20.003215/163-1704 Rilem Tube Method #11.4 Results: >2000 Liters of Sand Zero water Penetration over 60 minutes expo - Bombay Part Number/SMIS sure CAUTIONS Gallon 20.001254/163-1787 Five 20.001255/163-1795 Resistance to Salt Spray ASTM 13117 Do not use on wood surfaces. Sandstone Part Number/SMIS No film defect after 500hrs exposure Non-photochemically reactive. Gallon 20.001324/163-1852 Resistant to Sulfide Staining Label Caution Five 20.001325/163-1845 ASTM D1712 CAUTION contains CRYSTALLINE SILICA. Use No change after 15mins only with adequate ventilation. To avoid overexpo- Tile Red Part Number/SMIS sure, open windows and doors or use other means to Gallon 20.001364/163-1902 Chemical Resistance ensure fresh air entry during application and drying. If you experience eye watering, headaches, or dizzi- Five 20.001365/163-1910 10% Sodium Hydroxide ness, increasefresh air, orwear respiratory protection No softening or color change (NIOSH approved) or leave the area. Adequate Terra Cotta Part Number/SMIS ventilation required when sanding or abrading the dried 10% Ammonium Hydroxide film. If adequate ventilation cannot be provided wear Gallon 20.001354/163-1886 No softening or color change anapproved particulate respirator (NIOSH approved). Five 20.001255/163-1894 Follow respirator manufacturer's directions for respi- rator use. Avoid contact with eyes and skin. Wash Pearl Gray Part Number/SMIS No softening or color change hands after using. Keep container closed when not in use. Do not transfer contents to other containers Gallon 20.001314/163-1837 for storage. FIRST AID: In case of eye contact, flush Five 20.001314/163-1829 Reflectance of White (20.00121-) thoroughly with large amounts of water. Get medical 86% +/-3% attention if irritation persists. If swallowed, call Poison Control Center, hospital emergency room, or physi- Gull Gray Part Number/SMIS Impact Resistance cian immediately. DELAYED EFFECTS FROM LONG Gallon 20.001284/163-1803 Fed Std 141A Method 2051 ASTM D 2794 TERM OVEREXPOSURE. Abrading orsanding of the Five 20.001285/163-181 1 6 inch -pounds direct impact dry film may release crystalline silica which has been Results: No film chipping shown to cause lung damage and cancer under long term exposure. WARNING: This product contains Silver Gray Part Number/SMIS chemicals known to the State of California to cause Gallon 20.001344/163-1878 Flexibility ASTM D522 Method B cancer and birth defects or other reproductive harm. Five 20.001345/163-1860 1 -inch diameter mandrel DO NOT TAKE INTERNALLY. KEEP OUT OF THE Results: No cracking, breaking, etc REACH OF CHILDREN. LCE 12/02/2002 20.001214 01 00 05/2013 Technical Service 1 -800 -TO Stain (867-8246) www.hc-concrete.com Benjamin Moore° • For interior or exterior use • Self priming • Soap and water cleanup • Excellent gloss & color retention SUPER SPEC HPO D.T.M. ACRYLIC LOW LUSTRE P25 • Low odor This product is designed to perform a dual purpose as a direct • Fast dry to metal primer and finish. Both coats of the product provide rust inhibition for superior corrosion control. The acrylic formula provides excellent gloss and color retention. The film is fast drying permitting fast recoat. This product is also an excellent finish for masonry, plaster, wallboard and interior wood surfaces. Application to interior or exterior steel, aluminum, galvanized metal, masonry, plaster and drywall surfaces. May also be used on interior and incidental exterior wood surfaces. Performs well on doors, trim, walls, ceilings, structural steel, storage tanks and equipment. • Do not apply when air and surface temperatures are below 50°F (10°C). • Not for floor applications. • Not for exposure to strong chemicals. Product Colors — Standard: Technical DataO Pastel Base White, Black, and Bronzetone Vehicle Type 100% Acrylic Latex Pigment Type Titanium Dioxide — Tint Bases: Volume Solids 41.5% Benjamin Moore° Color Preview° bases 1 B, 2B, 3B & 4B Coverage per Gallon at Recommended Film Thickness 320 Sq. Ft. — Special Colors: Recommended Film – Wet 5.0 mils Contact your Benjamin Moore representative. Thickness – Dry 2.0 mils Depending on surface texture and porosity. Be sure to estimate the right amount of paint for the job. This will ensure color Certification uniformity and minimize the disposal of excess paint. Dry Time @ 77°F (25°C) @ 50% RH – To Touch 1 Hour – To Recoat 4 Hours VOC Compliant in all regulated areas except the South Coast and areas of California that follow the 2007 Suggested Control Measures. Painted surfaces can be washed after two weeks. High humidity and cool temperatures will result in longer dry, recoat and service Master Painters Institute MPI #107, 134 Qualifies for LEED® Class A ( over non-combustible (ANTI -CORROSIVE) when surfaces when tested in accordance with Credit when used ASTM E-84 on Metal Substrates times. Dries By Evaporation, Coalescence Viscosity 91 ± 4 KU Dry Heat Resistance 250°F Flash Point None Gloss / Sheen Low Lustre (35-45 @ 600) Surface Temperature – Min. 50°F at Application – Max 90°F Thin With Clean Water Clean Up Thinner Clean Water Technical Assistance: Weight Per Gallon 10.2 lbs Available through your local authorized independent Benjamin Moore retailer. Storage Temperature – Min. 40°F _ Max 90°F For the location of the retailer nearest you, call 1-800-826-2623, see www.benjaminmoore.com, or consult your local Yellow Pages Volatile Organic Compounds (VOC) 148 Grams / Liter 1.24 LBS / Gallon o Reported values are for Pastel Base. Contact Benjamin Moore for values of other bases or colors. Benjamin Moore & Co., 101 Paragon Drive, Montvale, NJ 07645 Tel: (201) 573-9600 Fax: (201) 573-9046 www.beniaminmoore.com M72 P25 US 121611 Super Spec HP® D.T.M. AcrAc Low Lustre P25 Surface Preparation Surfaces to be coated must be clean, dry, and free of oil, grease, dust, flaky rust, mill scale, loose paint, chalk, and other foreign matter than could interfere with adhesion. Glossy surfaces should be dulled by abrading the surface. Metal: Remove loose rust and scale with a scraper, wire brush, or sandpaper. Remove oils from bare metal with Benjamin Moore° Oil & Grease Emulsifier (P83). Mildew: Stains from mildew must be removed by cleaning with Benjamin Moore° Clean (318) prior to coating the surface. Caution: Refer to the (318) Clean technical data and material safety data sheets for instructions on its proper use and handling. Difficult Substrates: Benjamin Moore offers a number of specialty primers for use over difficult substrates such as bleeding woods, grease stains, crayon markings, hard glossy surfaces, galvanized metal, or other substrates where paint adhesion or stain suppression is a particular problem. Your Benjamin Moore retailer can recommend the right problem solving primer for your special needs. WARNING! If you scrape, sand or remove old paint, you may release lead dust. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. Wear a NIOSH -approved respirator to control lead exposure. Carefully clean up with a HEPA vacuum and a wet mop. Before you start, find out how to protect yourself and your family by contacting the National Lead Information Hotline at 1 -800 -424 - LEAD or log on to www.epa.gov/lead Primer/Finish Systems Super Spec HP" D.T.M. Acrylic Low Lustre is self -priming on properly prepared ferrous and non-ferrous metal substrates. New surfaces should be fully primed, and previously painted surfaces may be primed or spot primed as necessary. Ferrous Metal: Finish: 2 coats Super Spec HPO D.T.M. Acrylic Low Lustre (P25) Non -Ferrous Metal (Galvanized & Aluminum) All new metal surfaces must be thoroughly cleaned with Super Spec HPO Oil & Grease Emulsifier (P83) to remove contaminants. New shiny non- ferrous metal surfaces that will be subject to abrasion should be dulled with very fine sandpaper or a synthetic steel wool pad to promote adhesion Finish: 1 or 2 coats Super Spec HP® D.T.M. Acrylic Low Lustre (P25) Masonry, Smooth Poured or Precast Concrete: Primer: Super Spec Masonrx Interior / Exterior 100% Acrylic Masonry Sealer (N/066) or Fresh StartR All -Purpose 100% Acrylic Primer (N023) Finish: 1 or 2 coats Super Spec HP® D.T.M. Acrylic Low Lustre (P25) Masonry, Rough or Pitted: Primer: Super Spec° Latex Block Filler (160) or Super Spec° Masonry Interior/Exterior Hi -Build Block FilleT06) Finish: 1 or 2 coats Super Spec HPR D.T.M. Acrylic Low Lustre (P25) Plaster or Wallboard: All plaster surfaces must be thoroughly cured for at least 30 days. Drywall surfaces must be free of sanding dust. Primer: Fresh StarC All -Purpose 100% Acrylic Primer (N023) Finish: 1 or 2 coats Super Spec HP° D.T.M. Acrylic Low Lustre (P25) Wood and engineered wood products: Primer: Fresh StarCAII-Purpose 100% Acrylic Primer (N023) or All -Purpose Alkyd Primer (024) Finish: 1 or 2 coats Super Spec HP® D.T.M. Acrylic Low Lustre (P25) Repaint, All Substrates: Prime bare areas with the primer recommended for the substrate above. Application Mixing of Paint: Stir thoroughly before and occasionally during use. For best application results, apply generously going from unpainted into painted areas. A one -coat application protects and preserves; two coats provides greater durability. Apply with an all- purpose synthetic brush, short nap roller, or spray. Spray, Airless: Fluid Pressure — 1,500 to 2,500 PSI; Tip — 0.13 -.017 Orifice Thinning/Cleanup Thinning is unnecessary, but if required to obtain desired application properties, a small amount of clean water may be added. Never add other paints or solvents. Wash painting tools in warm soapy water immediately after use. Spray equipment should be given a final rinse with mineral spirits to prevent rusting. USE COMPLETELY OR DISPOSE OF PROPERLY. Dry, empty containers may be recycled in a can recycling program. Local disposal requirements vary, consult your sanitation department or state -designated environmental agency on disposal options. Environmental, Health & Safety Information Use only with adequate ventilation. Do not breathe spray mist or sanding dust. Ensure fresh air entry during application and drying. Avoid contact with eyes and prolonged or repeated contact with skin. Avoid exposure to dust and spray mist by wearing a NIOSH approved respirator during application, sanding and clean up. Follow respirator manufacturer's directions for respirator use. Close container after each use. Wash thoroughly after handling. WARNING: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. FIRST AID: In case of eye contact, flush immediately with plenty of water for at least 15 minutes; for skin, wash thoroughly with soap and water. If symptoms persist, seek medical attention. If you experience difficulty breathing, leave the area to obtain fresh air. If continued difficulty is experienced, get medical attention immediately. IN CASE OF SPILL – Absorb with inert material and dispose of as specified under "Clean Up". KEEP OUT OF REACH OF CHILDREN PROTECT FROM FREEZING Refer to Material Safety Data Sheet for additional health and safety information. Benjamin Moore & Co., 101 Paragon Drive, Montvale, NJ 07645 Tel: (201) 573-9600 Fax: (201) 573-9046 www.ben'aminmoore.com M72 P25 US 121611 Benjamin Moore, Color Preview, Fresh Start, Super Craft, Super Spec, Super Spec HP and the triangle "M" symbol are registered trademarks, licensed to Benjamin Moore & Co. © 2010, 2011 Benjamin Moore & Co. All rights reserved 411 other trademarks belong to their respective owners. 1 The Chemical Company PRODUCT DATA 7 07 92 00 Joint Sealants Description NP 1- is a one -component, high- performance, nonpriming, gun -grade, elastomeric polyurethane sealant. It requires no mixing and typically requires no priming to bond to many materials, including concrete and masonry. Yield See page 3 for charts. Packaging 300 ml (10.1 fl oz) cartridges, 30 cartridges per carton 20 fl oz (590 ml) ProPaks, 20 per carton For color availability in bulk packaging, call Customer Service. Color White, off-white, limestone, anodized aluminum, stone, tan, aluminum gray, precast gray, medium bronze, special bronze, redwood tan, ash brown and black. Shelf Life Cartridges and ProPaks: 1 year when properly stored. Storage Store in original, unopened containers away from heat and direct sunshine. Storing at elevated temperatures will reduce the shelf life. SONOLASTIC° NP 1 T One -component, elastomeric, gun -grade polyurethane sealant Features • Ready to use • Joint movement capability ±35% • Easy to gun and tool • Available in cartridges, 20 ounce ProPaks, and in bulk • Twelve standard colors • No primer required for most construction materials • Weather resistant • Wide temperature -application range • Compatible with nonrigid coatings • Superior holding power • UL listed • Suitable for water immersion • Low VOC content Where to Use APPLICATION • Expansion joints • Curtain wall construction • Panel walls • Precast units • Aluminum and wood window frames • Roofing • Fascia • Parapets • Structural components • Vinyl siding • Wastewater treatment plants • Dams • Spillways and storm drains • Wetwells and manholes Benefits Requires no mixing; reduces labor costs Provides excellent flexibility for keeping moving joints tight Speeds application and makes neater joints Reduces jobsite waste, lowers disposal costs Matches common substrates Lowers installation costs Produces long-lasting weather -tight seals Suitable for all climates May be painted Long-lasting roof tile instalation Passes 4 hour, 4 inch, fire and hose stream test when used with Ultra Block®or mineral wool Documented performance in wet areas Meets VOC requirements in all 50 states LOCATION • Interior and exterior • Above and below grade • Immersed in water SUBSTRATE • Concrete • Masonry • Aluminum • Wood • Clay & concrete roof tiles $onneborri 29 SONNEBORN®PRODUCT DATA NP 1^ Technical Data Composition Test Data Sonolastic® NP 1 T" is a one -component moisture- curing polyurethane. PROPERTY TEST METHODS Movement capability, % ±35 ASTM C 719 Compliances • ASTM C 920, Type S, Grade NS, Class 35, Use Tensile strength, 350 (2.4) ASTM D 412 NT, M, A, G*, 0** and I psi (MPa) • Federal Specification TT -S- 00230C, Type II, Tear strength, pli 50 ASTM D 1004 Class A Ultimate elongation at break, % 800 ASTM D 412 • Corps of Engineers CRD -C- 541, Type II, Class A Rheological, No sag ASTM C 639 • Canadian Specification CAN/CGSB-19.13-M87, (sag in vertical displacement) Classification MCG -2 -25 -A -N, No. 81026 at 120° F (49° C) • USDA compliant for use in meat and Extrudability, 3 seconds Passes ASTM C 603 poultry areas Hardness, Shore A ASTM C 661 • Underwriters Laboratories Inc.® classified At standard conditions 25-30 (fire resistance only) After heat aging (max Shore A: 50) 25 • Canadian approval for use in establishments that Weight loss, after heat aging, % 3 ASTM C 792 handle food Cracking and chalking, None ASTM C 792 • SWR Institute validated after heat aging • ISO 11600-F-25LM Tack -free time, hrs, Passes ASTM C 679 `NP1 not recommended for application on glass. (maximum 72 hrs) *` Refer to substrates in Where to Use. Stain and color change Passes ASTM C 510 Typical Properties (no visible stain) PROPERTY VALUE Bond durability,* on glass, Passes ASTM C 719 Service temperature -40 to 180 aluminum, and concrete ±35% movement range, ° F (° C) (-40 to 82) Shrinkage None Adhesion* in peel, pli (min. 5 pli) 30 ASTM C 794 Adhesion* in peel after Passes ASTM C 794 UV radiation through glass (min. 5 pli) Artificial weathering, Passes ASTM C 793 Xenon arc, 250 hours Artificial weathering, No surface cracking ASTM G 26 Xenon arc, 3,000 hours Water immersion, 122° F (50° C) Passes 10 weeks with ASTM C 1247 movement cycling 'Primed for water immersion dictated by ASTM C 920. Concrete and aluminum primed with 733; glass primed with 766. Test results are typical values obtained under laboratory conditions. Reasonable variations can be expected. pl�'lf'A How to Apply Joint Preparation 1. The number of joints and the joint width should be designed for a maximum of ±35% movement. 2. The depth of the sealant should be 1/2 the width of the joint. The maximum depth is 1/2" (13 mm) and the minimum is 1/4" (6 mm). Refer to Table 1. 3. In deep joints, the sealant depth must be controlled by Closed -Cell Backer -Rod or Soft Backer - Rod. Where the joint depth does not permit the use of backer -rod, a bondbreaker (polyethylene strip) must be used to prevent three-point bonding. 4. To maintain the recommended sealant depth, install backer -rod by compressing and rolling it into the joint channel without stretching it lengthwise. Closed -Cell Backer -Rod should be about 1/8" (3 mm) larger in diameter than the width of the joint to allow for compression. Soft Backer -Rod should be approximately 25% larger in diameter than the joint width. The sealant does not adhere to it, and no separate bondbreaker is required. Do not prime or puncture the backer -rod. TABLE 1 Joint Width and Sealant Depth JOINT WIDTH, SEALANT DEPTH IN (MM) AT MIDPOINT, IN (MM) 1/4 —1 /2 (6 —13) 1/4(6) 1/2 — 3/4 (13 —19) 1/4 — 3/8 (6 —10) 3/4 —1 (19 — 25) 3/8 —1 /2 (10 —13) 1 — 1-1/2 (25 — 38) 1/2(13) SONNEBORN®PRODUCT DATA NP 1 - Yield LINEAR FEET PER GALLON' JOINT DEPTH milli 11111L111 JOINT WIDTH (INCHES) (INCHES) 1/4 1/2 "I 1/4 308 205 154 122 — — — 3/8 — — — 82 68 58 51 1/2 — — — — 51 44 38 .One gallon equals approximately 12 cartridges or 6 ProPaks METERS PER LITER JOINT DEPTH JOINT WIDTH (MM) (MM) 6 10 13 16 19 22 25 6 24.8 16.5 12.4 9.8 — — — 10 — — — 6.6 5.5 4.7 4.1 13 — — — — 4.1 3.5 3.0 Surface Preparation Surfaces must be structurally sound, fully cured, dry, clean, free of dirt, moisture, loose particles, oil, grease, asphalt, tar, paint, wax, rust, waterproofing or curing and parting compounds, and membrane materials. CONCRETE, STONE, AND OTHER MASONRY Clean by grinding, sandblasting, or wire brushing to expose a sound surface free of contamination and laitance. WOOD New and weathered wood must be clean and sound. Scrape away loose paint to bare wood. Any coating that cannot be removed must be tested to verify adhesion of sealant or to to determine an appropriate primer. METAL Remove scale, rust, and coatings from metal to expose a bright white surface. Remove protective coatings as well as any chemical residue or film. Aluminum window frames are frequently coated with a clear lacquer that must be removed before the application of NP 1'". Any coating that cannot be removed must be tested to verify adhesion of sealant or determine an appropriate primer. Remove any other protective coatings or finishes that could interfere with adhesion. Priming 1. NP 1'" is generally considered a nonpriming sealant, but special circumstances or substrates may require a primer. It is the user's responsibility to check the adhesion of the cured sealant on typical test joints at the project site before and during application. Refer to product data sheet on Primer 733 or 766, and consult Technical Services for additional information. 2. For immersion applications, Primer 733 must be used. 3. Apply primer full strength with a brush or clean cloth. A light, uniform coating is sufficient for most surfaces. Porous surfaces require more primer; however, do not overapply. 4. Allow primer to dry before applying NP 1'". Depending on temperature and humidity, primer will be tack free in 15 —120 minutes. Priming and sealing must be done on the same work day. Application 1. NP 1'" comes ready to use. Apply by professional caulking gun. Do not open cartridges, sausages, or pails until preparatory work has been completed. 2. Fill joints from the deepest point to the surface by holding a properly sized nozzle against the back of the joint. 3. Dry tooling is recommended. DO NOT use soapy water when tooling. Tooling results in the correct bead shape, a neat joint, and maximum adhesion. 4. For roof tile applications apply a bead of Sonolastic® NP 1'" sufficient to make a bond between two tiles on the upper surface of the down slope tile. Install the upslope tile & press into the sealant bead to ensure good contact between the sealant and both tiles. 29.3 SONNEBORN®PRODUCT DATA NP 1^ Clean Up 1. Immediately after use, clean equipment with Reducer 990 or xylene. Use proper precautions when handling solvents. 2. Remove cured sealant by cutting with a sharp -edged tool. 3. Remove thin films by abrading. Curing Time The cure of NP 1'" varies with temperature and humidity. The following times assume 75° F (24° C), 50% relative humidity, and a joint 1/2" width by 1/4" depth (13 by 6 mm). Skins: overnight or within 24 hours Functional: within 3 days Full cure: approximately 1 week Immersion service: 21 days For Best Performance • Do not allow uncured NP 1'" to come into contact with alcohol -based materials or solvents. • Do not apply polyurethane sealants in the vicinity of uncured silicone sealants or uncured Sonolastic®150 or 150 Tint Base. • NP 1'" should not come in contact with oil-based caulking, uncured silicone sealants, polysulfides, or fillers impregnated with oil, asphalt, or tar. • Protect unopened containers from heat and direct sunshine. • In cool or cold weather, store container at room temperature for at least 24 hours before using. • When NP 1 " is to be used in areas subject to continuous water immersion, cure for 21 days at 70° F (23° C) and 50% relative humidity. Allow longer cure times at lower temperatures and humidities. Always used Primer 733. • Do not use in swimming pool or other submerged conditions where the sealant will be exposed to strong oxidizers. Avoid submerged conditions where water temperatures will exceed 120° F (50° C). • Do not apply over freshly treated wood; treated wood must have weathered for at least 6 months. • Substrates such as copper, stainless, and galvanized typically require the use of a primer; Primer 733 or 766 is acceptable. For Kynar 500 based coatings use Primer 733 only. An adhesion test is recommended for any other questionable substrate. • UV exposure may cause white NP 1" to discolor. This does not affect sealant performance; where maintaining a true white appearance is critical, use Ultra or Sonolastic®150 sealants. • NP 1'" can be applied below freezing temperatures only if substrates are completely dry, free of moisture, and clean. Contact Technical Service for more information. • Lower temperatures and humidities will extend curing times. • Pursuant to accepted industry standards and practices, using rigid paints and/or coatings over flexible sealants can result in a loss of adhesion of the applied paint and/or coating, due to the potential movement of the sealant. However, should painting and/or coating be desired it is required that the applicator of the paint and/ or coating conduct on-site testing to determine compatibility and adhesion. • Make certain the most current versions of product data sheet and MSDS are being used; call Customer Service (1-800-433-9517) to verify the most current versions. • Proper application is the responsibility of the user. Field visits by BASF personnel are for the purpose of making technical recommendations only and not for supervising or providing quality control on the jobsite. Health and Safety NP 1'" Warning NP 1'" contains Stoddard solvent and crystalline quartz silica. Risks May cause skin, eye or respiratory irritation. May cause dermatitis and allergic responses. Potential skin and/or respiratory sensitizer. Ingestion may cause irritation. Reports associate repeated or prolonged occupational overexposure to solvents with permanent brain, nervous system, liver and kidney damage. INTENTIONAL MISUSE BY DELIBERATELY INHAL- ING THE CONTENTS MAYBE HARMFUL OR FATAL. Precautions Keep container closed. Use only with adequate ven- tilation. Prevent contact with skin, eyes and clothing. Wash thoroughly after handling. Avoid breathing va- pors. DO NOT take internally. Use impervious gloves, eye protection and if the TLV is exceeded or used in a poorly ventilated area, use NIOSH/MSHA approved respiratory protection in accordance with applicable Federal, state and local regulations. First Aid In case of eye contact, flush thoroughly with water for at least 15 minutes. SEEK IMMEDIATE MEDICAL AT- TENTION. In case of skin contact, wash affected areas with soap and water. If irritation persists, SEEK MEDI- CAL ATTENTION. Remove and wash contaminated clothing. If inhalation causes physical discomfort, remove to fresh air. If discomfort persists or any breathing difficulty occurs or if swallowed, SEEK IM- MEDIATE MEDICAL ATTENTION. Refer to Material Safety Data Sheet (MSDS) for further information. Proposition 65 This product contains materials listed by the State of California as known to cause cancer, birth defects and other reproductive harm. VOC Content NP 1'" contains 35g/L or 0.29 lbs/gal, less water and exempt solvents. For medical emergencies only, call ChemTrec (1-800-424-9300) BASF Corporation LIMITED WARRANTY NOTICE Every reasonable effort is made to apply BASF exacting standards both in the manufacture of our products and in the information which we issue concerning these products and their use We warrant our products to be of good quality and will replace or, at our election, refund the purchase price of any products proved defective. Satisfactory results depend not only upon quality products, but also upon many Building Systems factors beyond our control. Therefore, except for such replacement or refund, BASF MAKES NO WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF FITNESS FOB A PARTICULAR PURPOSE OR MERCHANTABILITY, RESPECTING ITS PRODUCTS, and BASF shall have no other liability with respect thereto. Any claim regarding product defect must be received in writing within one (1) year from the date of shipment. No C 889 Valley Park Drive claim will be considered without such written notice or after the specified time interval. User shall determine the suitability of the products for the intended use and assume all risks and liability in connection therewith. Any authorized change in the printed recommendations concerning the use of our products must bear the signature of the BASF Technical Manager. Shakopee, MN, 55379 This Intonation and all further technical advice are based on BASF's present knowledge and experience. However, BASF assumes no liability for providing such Information and advice Including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights. In particular, BASF disclaims all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES www.BuildingSystems.BASF.com OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY BASF SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND BASF reserves the right to make any changes according to technological progress or further developments. It is the customer's responsibility and obligatlon to carefully inspect and test any incoming goods. Performance of the product(s) described herein U` should be verified by testing and rained out only by qualified experts. It is the sole 2sponsibility of Ee customer to tarry out and arrange for any such testing. Reference to trade names used by other companies is neither a recommendation, Customer Service 800-433-9517 nor an endorsement of any product and does not imply that similar products could not be used. Technical Service 800-243-6739 Form No. 1017906 05/13 ® 2013 BASF 29.4 For professional use only. Not for sale to or use by the general public. Printed on recycled paper Including 10% post -consumer fiber. Printed m U.S.A. SPEED CRETE RED LINE RAPID -SETTING REPAIR MATERIAL 1*ill 14 IMM SPEED CRETE RED LINE is a rapid -setting, cement -based concrete and masonry repair mortar. SPEED CRETE RED LINE is a proprietary formulation of blended portland cements, finely processed selected aggregates, and specific chemical additives which undergoes a chemical "hyper hydration" and produces a stable, low permeability, cementitious matrix. SPEED CRETE RED LINE can be "shaved" for detailed repairs • Interior and exterior • Vertical, overhead and horizontal repairs • Used at no slump consistency • Outstanding repair material for concrete pipe, curbs, sidewalks, formed and precast concrete • Initial set in 8 to 10 minutes • High strength • Final set within 20 minutes • Excellent durability • Can be "shaved" to desired shape • Compatible with galvanic anodes TECHNICAL INFORMATION Material Properties at 75°F (24°C) Compressive Strength, psi (MPa) ASTM C 109 24 Hour..................................................2,550 (17.6) 7 Day......................................................4,700 (32.4) 28 Day....................................................5,900 (40.7) Set Time, ASTM C 266 Initial..........................................................8 - 20 Min Final.........................................................15 - 30 Mir Split Tensile Strength,psi (MPa) ASTM C 496 7 Day ...........................................................400 (2.8) 28 Day .........................................................500 (3.4) Flexural Strength, psi (MPa) ASTM C 348 7 Day ...........................................................700 (4.8) 28 Day .........................................................918 (6.3) Freeze Thaw Durability Factor ASTM C 666 300 Cycles ...................................................96.75% Shrinkage 50% RH ASTM C 157 28 Day ......................................................... -0.069% Expansion 100% RH ASTM C 157 28 Day..........................................................0.077% Scaling Resistance ASTM C 672 50 Cycles....................................................0% loss Volumetric Resistivity ....................5,250 ohm/cm SPEED CRETE RED LINE is packaged in 50 Ib (22.7 kg) poly -lined bags, and 50 Ib (22.7 kg) pails 1 year in original, unopened packaging COVERAGE One 50 Ib (22.7 kg) bag yields approximately 0.47 ft3 (0.013 m3) when mixed with 5.5 qt (5.2 L) water. Surface Preparation: Concrete surfaces must be structurally sound, free of loose or deteriorated concrete and free of dust, dirt, paint, efflorescence, oil and all other contaminants. Mechanically abrade the surface to achieve a surface profile equal to CSP 6 - 8 in accordance with ICRI Guideline 310.2. Properly clean profiled area. Priming: Clean and prime exposed steel with DURALPREP AC. Concrete should be primed with a spray or brush coat of DURALPREP AC. The primer coat of DURALPREP AC must be allowed to thoroughly dry prior to the application of SPEED CRETE RED LINE. Alternately, a Saturated Surface Dry (SSD) concrete surface The Euclid Chemical Company I 19218 Redwood Rd. • Cleveland, OH 44110 An�LCompany Phone: [216] 531-9222 • Toll-free: [800] 321-7628 • Fax: [216] 531-9596 www.euclidchemical.com can be primed with a scrub coat of SPEED CRETE RED LINE. The repair must be made before the scrub coat dries out. Mixing: SPEED CRETE RED LINE will require approximately 5 to 5.5 qt (4.7 to 5.2 L) of potable water per 50 Ib (22.7 kg) bag to achieve the proper mix consistency. Pour the measured amount of water into a clean mixing container, then add the SPEED CRETE RED LINE, and thoroughly mix for no more than 60 seconds to a stiff, no slump, putty -like consistency. Mix small quantities of SPEED CRETE RED LINE in a clean pail with a hand trowel. Use a rotary mixer with rubber tip blades for mixing quantities up to 100 lbs. (45.4 kg). To fill patches 2" (5.1 cm) deep or greater, add clean, pre -dampened, 3/8" (0.96 cm) size pea gravel. DO NOT USE LIMESTONE AGGREGATE. The mix ratio must not exceed 40 lbs. (18 kg) of pea gravel to each 50 Ib (22.7 kg) bag or pail of SPEED CRETE RED LINE. Mixing procedure: Start mixer, load water, load pea gravel, and then load the SPEED CRETE RED LINE. MIX FOR NO MORE THAN 60 SECONDS. Application: To ensure a complete bond with the entire surface, force the SPEED CRETE RED LINE firmly into the SSD area by hand or with a trowel. Slightly overfill the repair, and following initial set, shave the material to conform to the contour of the surrounding surface. Always shave SPEED CRETE RED LINE toward the common bonding edge between the repair mortar and the existing surface. Cure material using standard curing practices. Cold Weather Installation: Application at temperatures below 40°F(4°C) extends the set time. Heating the repari area until warm, using warm water for mixing and tenting or insulating the repair area after application will assist in reaching greater strength development. Do not use direct heat on the repair after its installation. Clean application tools and mixing equipment with water immediately following use. PRECAUTIONs/LIMITATIONS • Keep in covered storage away from all moisture. • Mix no more than 60 seconds. • Use only potable water with SPEED CRETE RED LINE. • Mix to a stiff, putty -like, no slump consistency. • Do not retemper or add sand to SPEED CRETE RED LINE. • Do not overwork or overtrowel patching material. • Do not featheredge SPEED CRETE RED LINE on horizontal surfaces. • In all cases, consult the Material Safety Data Sheet before use. Rev. 06.11 WARRANTY., The Euclid Chemical Company ("Euclid") solely and expressly warrants that its products shall be free from defects in materials and workmanship for one (1) year from the date of purchase. Unless authorized in writing by an officer of Euclid, no other representations or statements made by Euclid or its representatives, in writing or orally, shall alter this warranty. EUCLID MAKES NO WARRANTIES, IMPLIED OR OTHERWISE, AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME. If any Euclid product fails to conform with this warranty, Euclid will replace the product at no cost to Buyer. Replacement of any product shall be the sole and exclusive remedy available and buyer shall have no claim for incidental or consequential damages. Any warranty claim must be made within one (1) year from the date of the claimed breach. Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid's installation information or instructions in its product literature or on its packaging labels. Any installation of Euclid products which fails to conform with such installation information or instructions shall void this warranty. Product demonstrations, if any, are done for illustrative purposes only and do not constitute a warranty or warranty alteration of any kind. Buyer shall be solely responsible for determining the suitability of Euclid's products for the Buyer's intended purposes. I.ChemMaslerso SPECIALTY CONSTRUCTION PRODUCTS Aquanil Plus 40 Penetrating Silane Sealer for Concrete and Masonry P R O D U C T D A T A DESCRIPTION Aquanil Plus 40 is a penetrating, chemically reactive alkyltrialkoxysilane 40% solids, solvent based silane sealer that repels moisture and water from concrete and masonry. Aquanil Plus 40 is non -etching, will not harm most uncoated glass, metal frames, or painted surfaces and leaves no residue to clean. Aquanil Plus 40 is for- mulated to comply with National Volatile Organic Com- pounds (VOC) Emission Standards for Architectural Coatings Federal EPA Regulation 40 CFR Part 59. USES • Horizontal or vertical, exterior or interior, cured con- crete and masonry. • Residential, commercial, industrial and municipal ap- plications. • All types of concrete flatwork, parking lots and struc- tures, driveways, plazas, patios and walkways • Median barriers, bridge decks and piers, ramps, pavements. • Marine structures, vehicular repair and wash down facilities, loading docks. ADVANTAGES • No need to mask uncoated windows, metal frames, or painted surfaces — does not etch surfaces, leaves no residue, requires no cleaning after application. • Minimizes chloride ion penetration from deicing chemicals, acid precipitation, salt air, and water in marine environments that reduces corrosion of the reinforcing steel from chloride exposure. • Reduces spalling of new concrete surfaces due to freeze -thaw cycling. • Chemically reacts with concrete and masonry com- ponents for long lasting protection. • Penetrates deeply for maximum protection • Seals pores and capillaries of substrate preventing liquid absorption while allowing excellent vapor trans- mission • Does not alter the appearance or texture of sub- strates Packaging / Part Number 5 gal/ 18.91- 36/pallet F3315.05 55 gal/208L 4/pallet F3315.55 TECHNICAL DATA Meets National VOC Emission Standards for Architec- tural Coatings Federal EPA Regulation 40 CFR Part 59 < 600 g/L. NCHRP 244 Test Data Control Aquanil Plus 40 ASTM C 672 Scaling Resistance % reduction % reduction Weight Gain 0 85 Chloride Ion Content < 5% loss of repellency ASTM D 1653 Permeability Northern Exposure 0 88 Southern Exposure 0 97 Test Data ASTM E 514 Water Repellency Wind Driven Rain Conditions 100 % reduction ASTM C 672 Scaling Resistance Passes ASTM C 642 Absorption 95% red'n 24 hrs ASTM E 96 Water Vapor Transmission 8% reduced rate vs control ASTM G 53 Weathering 2,400 hours < 5% loss of repellency ASTM D 1653 Permeability > 85% breathability vs control Appearance Clear VOC Content <600 g/L Drying Time 2 to 4 hrs Reaction Time @ 50% R.H. 70°F (21°C) 50°F (10°C) 24 hrs 48 hrs Solids 35 to 45% Flash Point 105°F (40°C) Cwo February 2017 .�._ AnAmenca,owneaaoaconpx,y 300EDWARDSSTREET•MADISON,OH1044057.3112 (4g428-2105•FAX(4g428-7091.OFURLFE:(84486-7866www.dtemtmstemnet Estimating Guide Surface ftZ/ gal (M2 /L) Brick 100 to 150 (2.5 to 3.7) Cement Stucco 100 to 150 (2.5 to 3.7) Concrete 100 to 150 (2.5 to 3.7) Exposed Aggregate 100 to 150 (2.5 to 3.7) Precast 125 to 150 (3.0 to 3.7) DIRECTIONS Surface Preparation: May be applied at 14 to 28 days after concrete installation based on mix design, rate of cure and environmental conditions. Surface and ambient temperatures must be a minimum of 40°F (4°C). Do not apply to frozen or frosted surfaces. Surface must be clean and free from dirt, dust, laitance, oil, grease, paints, curing or sealing compounds, tilt up bond breakers and other contaminants that would prevent proper penetration. Extremely dense surfaces such as burnish trowel finished floors may be given a light acid wash to promote adequate penetration. Protect vegetation from overspray. If spills or overspray occur thoroughly rinse vegetation with water. Repairs: All cracks and deteriorated surfaces should be repaired prior to application of Aquanil Plus 40. Joints and channels should be taped or filled to prevent later ad- hesion problems. Consult ChemMasters technical service staff for product recommendations. Mixing: Aquanil Plus 40 is packaged ready to use and does not require any special mixing. Application: Apply Aquanil Plus 40 with a low pressure, solvent resistant, airless sprayer generating 15 psi and equipped with a fan nozzle or use a roller. Follow recom- mended application rates listed above. On vertical surfaces, allow 6 inch minimum run down. Maximum run down is 12 inches. Excessive run down or over application can cause discoloration of the substrate. Horizontal surfaces may be opened to traffic as soon as substrate is dry usually 1 hour at 72°F/22°C with 50% R.H. Cleanup Clean tools and equipment used to apply Aquanil Plus 40 with Polyseal solvent, xylene or mineral spirits before material dries. STORAGE Store Aquanil Plus 40 in tightly closed containers in cool dry area away from direct sunlight or sources of heat. Shelf life of properly stored material is two years from date of manufacture. LIMITATIONS • Aquanil Plus 40 may remove special coatings from glass. Test small areas prior to application. • Aquanil Plus 40 will "frost" or damage plastic window panes. • Do not apply when surface or ambient temperature is below 40°F (4°C) or above 100°F (380C). • Do not apply to wet or damp surfaces or if rain is ex- pected within 4 hours of application. • If joints or channels are to be filled at a later date tape or mask prior to application to prevent adhesion prob- lems. • Aquanil Plus 40 is a penetrating sealer designed to reduce the intrusion of water and salts. It is not a wa- terproofing membrane and thus cannot be expected to bridge cracks or joints in the concrete. • All label precautions and the Safety Data Sheet (SDS) must be fully understood before using this product. Go to www.chemmasters.net for the most up to date data sheets or contact ChemMasters at 800.486.7866. • Proper application is the responsibility of the user. ChemMasters can only make technical recommenda- tions and cannot provide quality control on the jobsite. PRECAUTIONS For use outdoors only. Not for indoor use. DANGER : Flammable Liquid and Vapor. Harmful if in- haled. May cause respiratory irritation . May cause drowsi- ness or dizziness. May be fatal if swallowed and enters airways. Toxic to aquatic life with long lasting effects. Precautionary Statements: Keep away from heat, hot surfaces, sparks, open flames and other ignition sources. No smoking. Keep container tightly closed. Ground and bond container and receiving equipment. Use explosion - proof electrical/ventilating/lighting equipment. Use non - sparking tools. Take action to prevent static discharges. Avoid breathing dust/fume/gas/mist/vapors/spray. Use only outdoors in a well -ventilated area. Avoid release to the environment. Wear protective gloves/protective cloth- ing/eye protection/face protection. For professional use only. Keep out of reach of children. See the safety data sheet for hazard information. This Product is Formulated and Labeled for Industrial and Commercial Use Only FOR BEST RESULTSAND SAFEST USAGE, USER IS SPECIFICALLY DIRECTED TO CONSULT THE CURRENT MATERIAL SAFETY DATA SHEET AND PACKAGE LABEL FOR THIS PRODUCT We warrant our products to meet our published specifications and to be free from defects in materials and workmanship to the acceptable quality levels defined in these specifications. If ac- ceptable quality levels are not specified, the acceptable quality levels will be those normally supplied by us for the product. We make no guarantee of the results to be obtained from the use of our products. The determination as to the adaptability of any of our products to the specific needs of the Buyer is solely Buyer's prerogative and responsibility. We are glad to offer suggestions on the use of our products. Nevertheless, there are no warranties given except such expresses warranties offered in connection with the sale of a particular product. Our liability shall be limited to replacement of, or refund of an amount not to exceed the purchase price attributed to, the goods as to which such claim is made. Our selection of one of these alternatives shall be Buyer's exclusive remedy. IN NO CASE SHALL WE BE LIABLE FOR CONSEQUENTIAL OR SPECIAL DAMAGES, EVEN IF WE HAVE BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. THE FOREGOING WARRANTIES ARE IN LIEU OF ALL OTHER WARRANTIES, GUARANTEES, CO -CONDITIONS AND REPRESENTATIONS, EITHER EXPRESSED OR IMPLIED, WHETHER ARISING UNDER ANY STATUTE, COMMON LAW, USAGE OR TRADE, COURSE OF DEALING OR OTHERWISE, INCLUDING, BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE. ©zoof ChemMa s t e r s Printed in U.S.A. Montrose wl5cmen Montrose with chase restroom building. Standard features include simulated barnwood texture walls, simulated cedar shake textured roof, vitreous china fixtures, interior and exterior lights, off loaded and set up at site. 5 106,105.00 Fna, co,,,wLtioii io Utilities $ Optional Wall Texture -moose G- ()Split Face Block (54,620) 0 Struck Trowel ($4,620) Q Stone ($6,300) Optional Roof Texture Ih-I.- ❑ Delta Rib 0 $ "Front Porch" Style Privacy Screen 2,880.00 $ Two -Tone Color Scheme $ Stainless Steel Plumbing Fixtures 790.00 S Electric Hand Dryers (each) Qty: 2 $ Electronic Flush Valves 6,300.00 $ Electronic Lavatory Faucets ❑ $ Exterior Mounted ADA Drinking Fountain w/Cane Skirt 7,875.00 S 30 -gallon Electric Water Heater S Skylight in Restroom (each) Qty 4 $ Marine Grade Skylight in Restroom (each) Qty: 4 5 Marine Packagefor Extra Corrosion Resistance 450.00 $ Tile Floor in Restroom ❑ $ Fiberglass Entry and Chase Doors and Frames 65.00 $ Defense Shield - Anti -Graffiti Coating S Timed Electric Lock System (does not include chase door) S Exterior Frostproof Hose Bib with Box $ Pa per Towel Dispenser (each) Oty: $ Toilet Seat Cover Dispenser (each) Qty: S Sanitary Napkin Disposal (each) Qty: $ Baby Changing Station (each) Qty: $ CXT Wastebasket (each) Qty: $ Paint Touch up Kit- Single Color $ Paint Touch up Kit - Two Tone Color $ 4,740.00 0 975.00 1,630.00 ❑ 265.00 Q 4,765.00 0 625.00 0 2,880.00 1,220.00 3,600.00 ❑ 790.00 ❑� 425.00 0 1,525.00 ❑ 6,300.00 ❑ 6,040.o0 ❑ 4,275.00 ❑ 7,875.00 ❑ 3,830.00 410.00 ❑ 180.00 ❑ 80.00 ❑ 55.00 ❑ 450.00 ❑ 130.00 ❑ 60.00 ❑ 65.00 ❑ Total Cost of Selected Accessories from Accessories Price List: $ Estimated One -Way Transportation Costs to Site (quote): S Custom Options: Minnesota state engineered sealed drawings $ Total Cost per Unit Placed at )ob Site: ( $ (excludes all taxes) 106,105.00 4,740.00 6,300.00 0.00 0.00 265.00 4,765.00 1,250.00 2,880.00 1,220.00 0.00 790.00 1,800,00 0.00 0.00 0.00 0.00 0.00 3,830.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,840.00 22,750.00 2,500.00 159,195.00 This price quote is good for 60 days from date below, and iS accurate I accept this quota Please process this order. and complete. Company Name Rich Digitally signed by Rich Edwards CXT Sales Representative Customer Date: 2019.06.04 Edwards08:02:59-05`00` • " Date Date HUFFCUTT BIRCH MODEL 1 1�1. i _ i'i /'� i ��'�. + � �,-= _ --- 6 . 1 p f � 7� y� R% �� /_ �; _- �'_ '� � � f ��—� ^- -` �'"gL.�. =�-ICI! J.�• ' � �.•. ice,., ? . � r;, � � �_�1 � , � '� � •y, =: �_ _' `-`1 ` w�. ��� •�K_ _ "tit �_�� '` ✓�pY 9��i� 'Ir ;i . � 3 -„p44 I� 14 t kvL, .� t kvL, for. City Council Agenda: 07/26/2021 2N. Consideration of approving updates to the park maintenance shed at Bertram Chain of Lakes Regional Park for school district use at a total cost of $36.917. Prepared by: Meeting Date: ❑ Regular Agenda Item Finance Director 07/26/2021 ® Consent Agenda Item Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to approve updates to the park maintenance shed at Bertram Chain of Lakes Regional Park for school district use at a total cost of $36,917. PRIOR COUNCIL ACTION June 28, 2021: Consideration of approving a lease agreement with Monticello School District 882 for the 2021-2022 school year to serve kindergarten thru fifth grade at the Bertram Chain of Lakes Regional Shared Park Maintenance Shed. July 12, 2021: Consideration of authorizing the City Administrator to amend a lease agreement with Monticello School District 882 for the 2021-2022 school year to include the cost of site improvement estimated at $30,000. REFERENCE AND BACKGROUND The school district has solicited quotes for the necessary work at the Bertram Chain of Lakes Regional Park maintenance shed used by the city and county parks departments. Because the city is now responsible for the project payments, Council is asked to formally approve the contracts with the low quotes as summarized below. Upon approval, the City Administrator will finalize the amended lease with the School District based on final construction prices as authorized by Council on July 12, 2021. Concrete work: o KJohnson Construction - $16,950 o Kasella Concrete - $18,500 o Steen berg-Watrud Construction - $23,595 Door replacement: o BCI Construction - $19,967 o JSH Construction - $20,700 o RTL Construction - $21,500 City Council Agenda: 07/26/2021 Budget Impact: None. The school district will reimburse the city for construction costs through monthly lease payments. However, the city will have to spend the money upfront out of the Capital Projects Fund and will recover the costs over the 9 -month lease. II. Staff Impact: Minimal. Staff time will include monitoring the construction to ensure proper purchasing requirements are followed. III. Comprehensive Plan Impact: Partnership and collaboration with community organizations/services. STAFF RECOMMENDED ACTION City staff recommends approving updates to the park maintenance shed at Bertram Chain of Lakes Regional Park for school district use at a total cost of $36,917. SUPPORTING DATA • Quotes received for concrete and door work. ff,qkqk?ff 6870 Hi hwa■ 10 NW Sauk Rapids, MN 56379 320.255.9649 Fax: 320.255.0281 QUOTATION To: BCI Construction, Inc. Project: Monticello Storage Shed Date: 9 -Jul -21 Attn: Brian Bankers Phone: (320) 393-3185 email: bbankers _bciconstruction.us Bid Date: 8 -Jul -21 Architect: GLTA Drawing Date: 1 -Jul -21 SECTION L DESCRIPTION OF WORK AMOUNT Approximately 55'x 40' Storage Shed SOG 4" SOG Thickened Edge at OH Doors 10 Mil Stego 16' x 20' x 5" Apron #4 Rebar 18" O.C., E.W. At Apron Total: $ 16,950.00 - Subgrade to be +/-1" - Any additional concrete needed or excessive fill removed over that tolerance to be T&M INCLUSIONS: FINE GRADE BASE INSTALL MISC EMBEDDED ITEMS PROVIDED BY OTHERS SAW CUT SLAB CONTROL JOINTS ONE MOBILIZATION FOR PUNCHLIST UNDERSLAB VAPOR BARRIER CURE ALL FLATWORK EXCLUSIONS: PERMITS, FEES & TESTING JOINT SEALANTS/CAULKING & FIRESTOPPING EARTHWORK WATERPROOF MEMBRANES/ AIR BARRIER DEMOLITION STEEL LINTELS PREVAILING WAGE RATES CONCRETE WINTER SERVICE CHARGES BOND COSTS HEAT & COVER MISC. EMBEDDED ITEMS (MATERIALS) DUMPSTER FEES THIS QUOTE VALID FOR 30 DAYS - REPRICING MAY BE REQUIRED BASED ON MARKET/SEASONAL CONDITIONS Nate Khngelhofer Nate IQingelhofer Estimator/Project Manager nate0kiohnsonconst.com "q'ra'sella ncrete nC. Quality Concrete Contractor Since 1979 6191 330th Ave, Pierz, MN Office 320-355-2926 Fax 320-355-2385 TO: BCI ATTN: Brian Bankers DATE: 7/7/2021 JOB NAME: Monticello Storage Shed JOB LOCATION: Monticello MN INCLUDES: 2200 sq ft- - 4" SOG chickened Edges 320 sa ft - 5" Concrete apron w/ rebar Does Not Include Demo of Sub Total: Total $ 1 $ 18,500.00 WE PROPOSE HEREBY TO FURNISH MATERIAL & LABOR - COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS, FOR THE SUM OF: All material is guaranteed to be as specified. All work to be completed in a workmanlike manner to standard practices. Any alteration or deviation from above Specifications involving extra costs will be executed only upon written orders, and will become an extra charge over and above this estimate. All agreements contingent upon strikes, weather delays, accidents, or delays beyond our control. Owner to carry all required hazard insurance. All KCI employees covered by Workman's Compensation Insurance. ACCEPTANCE OF PROPOSAL: The above prices, specifications, and conditions are Acceptable and satisfactory and are hereby accepted. Kasella Concrete, Inc. is hereby authorized to do the work. Authorized Signature: Name / Title: Date: Authorized Signature: Jaren Tschida, Estimator - Kasella Concrete, Inc. Page 1 of 2 STEEN BERG-WATRUD s CONSTRUCTION, LLC PROPOSALFOR COUNTY GARAGE AND APRON MONTICELLO, MN TO: BCI CONSTRUCTION ATTN: BRIAN BANKERS This Proposal is based on Architectural Drawings dated: N/A ADDM'S: July 16, 2021 WE PROPOSE TO FURNISH ALL LABOR, MATERIALS, TAXES AND INSURANCE TO COMPLETE THE FOLLOWING WORK: 5" GARAGE SLAB W/#4 @ 18" EW 6" GARAGE APRON W/#4 @ 18" EW REBAR LABOR AND MATERIAL PLEASE NOTE: 1. Sales tax is included. 2. Winter construction not included. **SEE PAGE 2 FOR STANDARD NOTES AND EXCLUSIONS** 10967 CLARK ROAD, INVER GROVE HEIGHTS, MN 55077 16511457-2291 FAX [6511457-8535 UNLESS SPECIFICALLY NOTED, WE EXCLUDE ANY: • Excavation, fill, compaction, backfill or shoring of walls for backfill. • Vapor barrier, building paper, waterproofing, water repellant coatings or dampproofing. • Caulking, sealants or joint fillers. • Metal deck, shoring or cleaning of metal deck or additional concrete due to deflection of metal deck. • Light pole bases, flag pole footings, fence post footings or sign post footings. • Rubbing, patching or sacking of poured walls. • Lightweight concrete, Gypsum Toppings, thin -set or cementitious toppings or coatings. • Transformer, housekeeping or mechanical pads not shown in the Architectural or Structural drawings. • Drive aprons, mow strips, site curbs, curb and gutter, or city sidewalks. • Core drilling or sawcutting for removal. • Colored/Patterned/Stamped/Decorative concrete, Concrete staining, and Polished concrete. • Precast floor plank or walls, rebar/grout at precast. • Special (Epoxy, Penetrating, Resistant, etc.) sealers/coatings, dustproofers or hardeners. • Safety rails at elevated slabs. • Prefabricated trench drains. • Concrete or masonry testing. • Miscellaneous steel material, metal flashings, anchor bolts, embedded metal items, welded and/or bolted connections. • Lightweight block, colored block or colored mortar. • Masonry fill insulation, spray insulation or firestopping. • Protection/cleaning of underside of slab on deck or toppings. • Patching of concrete/masonry shown in MEP drawings unless specifically included in our proposal. • Dewatering, mud or snow removal. • Winter construction requirements (enclosures, heated concrete, accelerators, building heat, frost protection, frost removal, additional costs due to road weight restrictions, etc.). • Hauling of waste off site. • Performance or payment bonds, permits, Builders' Risk Insurance, additionally insuring others, insurance coverage beyond our standard coverage (contact us for our limits) or special endorsement requirements. • Layout, surveying, building offsets or line and grade. • Overtime, shift work or phased construction sequencing. • Poly, dust protection and temporary barricades for all phases of work. IN4C7M RMI ZI9Z491k,I Q I1191kgK • This proposal includes only the items listed and is valid for seven (7) days. • Change Orders will have a minimum charge of $500 to cover Administration costs, Project Manager time, coordination, etc. • Temporary utilities, including, but not limited to, water, power and lighting, are to be provided within 100 feet of the building area. • This proposal is based on normal construction sequence and one mobilization for completion of this work. Additional mobilizations will require additional compensation. • This proposal is based on tailgate delivery of concrete to final placement location. • Use of elevator car to be provided for infilling of elevator door frames. • Subgrade and air temperatures to be a minimum of 60° for slab placements. • Slabs to be placed in lane fashion. Subgrade conditions shall be within ±1" final elevation. • The only Subcontract Agreement we agree to enter into is the AGC Subcontract Agreement (1985 Edition) or the AIA A401. • We will not be held responsible for delays in performance caused by circumstances beyond our reasonable control, such as strikes, jurisdictional disputes, wars, fires or acts of God. • Payment shall be made within 30 days of application for payment and will not be conditional upon payment by others. A finance charge of 1.5% per month may be imposed for late payment. • Floor tolerances will be measured within 24 hours of placement and in accordance with ACI and ASTM recommendations. • We cannot guarantee material pre -selected in the specifications, in regards to; availability, delivery/lead times or quality. • Retainage, if withheld, not to exceed 5%; no retention allowed on projects under $20,000.00. Payment of retention is due upon substantial completion and before occupancy. • This proposal does not include any provisions for Liquidated or Actual Damages. • This proposal includes provisions for one punchlist only. Additional mobilizations for multiple punchlists will require additional compensation. • Any claims, disputes or other matters arising out of this Proposal shall be decided by binding arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association. BASE BID TOTAL: $23,595 Chris Keller Page 2 of 2 July 16, 2021 10967 CLARK ROAD, INVER GROVE HEIGHTS, MN 55071 (6511457-2291 FAX (6511457-8535 CCBCI construction, inc. Commercial I Medical I Institutional #19610 - Wright County OH Door Bid Summary - Preliminary Estimate Vs. Final Bid Preliminary Estimate Div Description #DIV/0! Costs Cost/SF % of Project 0 Professional Services $ - $ - 0.0% 1 General Requirements $ 7,159.00 $ 2.84 38.7% 2 Existing Conditions $ - $ - 0.0% 3 Concrete $ #DIV/0! $ - 0.0% 4 Masonry $ $ $ #DIV/0! 0.0% 5 Metals $ $ - $ $ 0.0% 6 Woods & Plastics $ 1,620.00 $ 0.64 8.8% 7 Thermal & Moisture $ 1,120.00 $ 0.44 6.1% 8 Openings $ 2,733.00 $ 1.08 14.8% 9 Finishes $ - $ - 0.0% 10 Specialties $ $ 0.0% 11 Equipment $ $ 0.0% 12 Furnishings $ $ 0.0% 13 Special Construction $ $ 0.0% 14 Conveyor Systems $ $ 0.0% 21 Fire Suppression $ $ 0.0% 22 Plumbing $ $ 0.0% 23 HVAC $ $ 0.0% 26 Electrical $ $ 0.0% 27 Communications $ $ 0.0% 28 Electronic Safety $ $ 0.0% 31 Earthwork $ 5,856.00 $ 2.32 31.7% Exterior Improvements $ - $ - 0.0% L33 Site Utilities $ $ 0.0% Mat. Proc. & Handling $ $ 0.0% Subtotal: $ 18,488 $ 7.34 100.0% Pre -Construction I'ee: $ 370 Construction Management Fee: $ 1,109 Grand Total: $ 19,967 Price per SF: $ 7.92 Final Bid CostsI Cost/SF I % of Project $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ $ - #DIV/0! $ - $ - #DIV/0! votes: 1 Price Includes: Demo, Flashing, Framing, O.H. Door Installation, Modifying Existing Door Hardware as noted on plans. 2 Pricing excludes: Compaction/Concrete Testing, Architectural Fees, and Permit Costs 3 4 U:\Boser Construction Inc\1. Project Folders\#19610 - Wright County OH Door\Estimate - Proposal\#19610 - Wright County OH Door - Preliminary Estimate - 7-9-21 JSH Construction, LLC 1050 Industries Circle Howard Lake, MN 55349 Proposal 7/7/2021 Project Name: Monticello School Overhead Door General Contractor: G.C. Contact: JSH Contact: Joe Jarl Phone: 320-282-1862 Email: joe@jshconstructionllc.com Addendums: n/a Alternates: n/a Included Services per plans and specs (labor and material unless otherwise noted) Price Demo existing sliding doors Reframe opening for new overhead door New flashing New overhead door including opener and required electrical Grading and class 5 fill for new slab/apron $ 20,700.00 Disposal of our waste in G.C. supplied dumpster. Exclusions Demolition other than noted above Permits Dumpster Overtime Winter conditions Total $ 20,700.00 Date: *JSH Construction, LLC reserves the right to withdraw this proposal after 30 days. 290 Sarazin Street Shakopee, MN 55379 . P:(952)934-4695 D: (952) 641-6993 C:(320)428-5834 Estimator: Eric Anderson Email: eanderson@rticonstruction.com PROJECT: Monticello Location: Submitted By: Eric Anderson Submitted To: Date: 7/7/2021 Bidding Documents: Addenda: Attn: PM/EST Demo of sliding doors Framing and flashing for new overhead door New overhead door with electrical for auto opener Grading and class V fill for new slab and apron Base Bid: $21,500.00 "EXCLUSIONS" NO SOUND CAULKING/ACOUSTICAL SPRAY/FIRESTOPPING FOR MECHANICAL, ELECTRICAL, PLUMBING, SPRINKLER AND MASONRY LOCATIONS *OVERTIME AND AFTER HOURS WORK *PERMITS *TEMP HEAT OR ELECTRICITY *STORAGE & DUMPSTERS *VENTILATION *CAULKING OR SEALANTS *WINTER CONDITIONS *FIREPROOFING *UNLOAD MATERIAL SUPPLIED BY OTHERS This proposal may be withdrawn by RTL Construction Inc. if not accepted within 30 days. Payments will be paid within 30 days of invoice ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified. Payment will be made within thirty days of invoice. Date of acceptance City Council Agenda: 07/26/2021 3A. Public Hearing - Consideration of Resolution 2021-57 Modifying TIF District #1-22 for Parcel Removals Related to Lot Combinations Prepared by: Meeting Date: ❑ Regular Agenda Item Economic Development 07/26/2021 ® Consent Agenda Item Manager/Community Development ®Public Hearing Director Reviewed by: Approved by: N/A City Administrator ACTION REQUESTED Motion to adopt Resolution 2021-57 approving the modification to the Tax Increment Financing Plan for Tax Increment Financing District No. 1-22 within Central Monticello Redevelopment Project No. 1, for Elimination of Parcels from TIF District No. 1-22. PREVIOUS BOARD ACTION March 8, 2021: Council approval of the final plat of CorTrust Bank combining all six of their property parcels into a single lot and block. July 14, 2021: EDA approval of a companion resolution for removal of the noted parcels from the district. REFERENCE AND BACKGROUND The City Council is asked to consider adopting Resolution 2021-57 approving modifying TIF District 1-22 (TIF 22) to remove four parcels within the district for administrative purposes. The removal of the parcels is proposed to allow the replat of the CorTrust Bank property. The plat combines six separate parcels owned by CorTrust Bank into one parcel. CorTrust previously received approval of the preliminary and final plat combining its six parcels on March 8, 2021. However, three of the CorTrust parcels were included in TIF District 1-22 when it was established in 1997. Wright County informed the City it cannot record the new plat until the three parcels are removed from the TIF District as a technical requirement related to the administration of TIF Districts. In a companion action on the July 26, 2021, agenda, Council is asked to re -authorize approval of the CorTrust final plat, which expired after 100 days. The expiration occurred due to the need to resolve this issue. City Council Agenda: 07/26/2021 The fourth parcel to be removed is the Peterson Grimsmo Funeral Home parcel, owned by Target Properties, LLC. The parcel configuration of the site is proposed to be changed to accommodate a lot split of a small portion of an adjacent lot owned by Mosbart Properties, LLC, to be combined with the funeral home lot. This split and combination is required due to a parking lot encroachment which must be addressed prior to the sale of the adjacent vacant lot, owned by Mosbart. An application for the administrative subdivision and combination of the properties related to the Peterson-Grimsmo removal is anticipated for September. The following are the related impacts to TIF District 1-22. • The only modification proposed to TIF 1-22 is elimination of parcels from the district. • The combined current net tax capacity of the parcels proposed to be eliminated exceeds the combined net tax capacity of those parcels in the district's original net tax capacity as shown in Table A. Table A Parcels to be Removed from TIF District 22 (County District No. 622) PID Description Pay 2021 Taxable Value ORIGINAL NETTAX CAPACITY CURRENT NETTAX CAPACITY DIFFERENCE 155010016070 First MN Bank 47,300 833 710 (123) 155010016090 First MN Bank 83,500 780 1,670 890 155010016100 First MN Bank 67,500 225 11,084 10,859 155010069080 Grimsmo Funeral Home 368,400 10,036 15,318 5,282 TOTAL 566,700 11,874 28,782 16,908 Note: The total current net tax capacity of the parcels proposed to be eliminated from TIF District 22 exceeds the net tax capacity of the parcels in TIF District 22's original net tax capacity. Taxable value, original net tax capacity, and current net tax capacity amounts come from Wright County's "TIF Parcel Modeler" Report dated 3/7/2021for Payable Year 2021. • The modification to the boundaries of TIF 1- 22 will not change the classification of the district. TIF 1-22 will remain classified as a redevelopment district. The findings related to classification of the district contained in the original TIF Plan can be reaffirmed with the elimination of the four parcels. o At the time of establishment of TIF 1-22 (TIF Plan, adopted March 10, 1997), the City concluded that more than 70% of the area in the district was occupied by buildings, streets, utilities, or other improvements and more than 50% of the buildings, not including outbuildings, were structurally substandard to a degree requiring substantial renovation or clearance. 2 City Council Agenda: 07/26/2021 • The anticipated decertification date of TIF 1-22 is December 31, 2023. The decertification is anticipated to occur one year earlier than the required decertification date of December 31, 2024. The final maturity date of the one remaining obligation (pay -go TIF note) payable from tax increment from TIF 1-22 is February 1, 2023. I. Staff Workload Impact: Staff time has been and will continue to be spent in preparing and reviewing documents related to the modification. The EDA attorney was consulted and drafted the EDA and Council Resolutions. Northland Securities staff also reviewed the findings related to the original establishment of the TIF District and the parcel removal's potential impact. II. Budget Impact: There will be consultant fees associated with TIF District 1-22 modification. The expenses will be coded to the administrative line item of the district. There are also minor impacts to tax increment collection as noted above. III. Comprehensive Plan Impact: Although not directly related to a specific Monti2040 policy, the proposed action allows the City to support existing property owners in their ability to use, improve and develop their downtown properties. STAFF RECOMMENDED ACTION Staff supports Alternative 1. The removal of the parcels and modification to the TIF Plan is required to allow land use platting or lot split actions pursued by private property owners to be fully completed. Essentially, this is a housekeeping action to allow the private property owners to proceed with their final steps at the County. SUPPORTING DA A. Resolution 2021-57 B. EDA Resolution #2021-09 C. Aerial Image - CorTrust Parcel Removal D. CorTrust Plat Illustration E. Aerial Image - Funeral Home Parcel Removal F. Mosbart Simple Subdivision Lot Split involving the Peterson Grimsmo Parcel G. TIF District Boundary Illustration Post Parcel Removal H. Redevelopment Project Area No. 1 3 CITY OF MONTICELLO WRIGHT COUNTY STATE OF MINNESOTA RESOLUTION NO. 2021-57 RESOLUTION APPROVING A MODIFICATION TO THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 1-22, LOCATED WITHIN CENTRAL MONTICELLO REDEVELOPMENT PROJECT NO. 1 IN THE CITY OF MONTICELLO BE IT RESOLVED by the City Council (the "Council") of the City of Monticello, Minnesota (the "City"), as follows: Section 1. Recitals 1.01. By a resolution approved March 10, 1997, the City and the Housing and Redevelopment Authority in and for the City of Monticello (the "HRA") established Tax Increment Financing District No. 1-22 (the "TIF District"), a redevelopment district located within Central Monticello Redevelopment Project No. 1 (the "Redevelopment Project") and approved a tax increment financing plan ("TIF Plan") for the TIF District. The administration of the TIF District was subsequently transferred to the City of Monticello Economic Development Authority (the "Authority"). The Authority has proposed that the City adopt a Modification to the TIF Plan (the "TIF Plan Modification"), pursuant to Minnesota Statutes, Sections 469.174 to 469.1794, as amended (the "Act"). 1.02. The TIF Plan Modification consists of the removal of the following four parcels from the TIF District (the "Removed Parcels"): 155-010-016070 155-010-016090 155-010-016100 155-010-069080 1.03. Because one of the Removed Parcels has a current market value below the frozen value established at the time of certification of the TIF District, the City must hold a public hearing on the TIF Plan Modification pursuant to Section 469.175, subd. 6 of the Act. 1.04. The City has performed all actions required by law to be performed prior to the adoption and approval of the proposed TIF Plan Modification, including, but not limited to, notification of Wright County and Independent School District No. 882, having taxing jurisdiction over the property included in the TIF District, and the holding of a public hearing upon published notice as required by law. 1.05. The City is not modifying the boundaries of the Redevelopment Project. Section 2. Findings for the TIF Plan Modification. The Council hereby reaffirms the original findings for the TIF District, and specifically finds that at the time the TIF District was established, the totality of the parcels remaining in the TIF District after removal of the Removed Parcels would have qualified as a redevelopment district under the Act. The Council further affirms and ratifies the findings set forth in the TIF Plan. MN190\101\731730.v2 Section 3. Public Purpose. The adoption of the TIF Plan Modification conforms in all respects to the requirements of the Act and will facilitate the expansion of a successful business within the Redevelopment Project by permitting the business owner to combine certain Removed Parcels with parcels located outside the TIF District. The TIF Plan Modification also furthers the implementation of the City's redevelopment plan for the downtown area by encouraging other redevelopment projects. These public purposes and benefits exceed any benefits expected to be received by private developers. Section 4. Approval and Adoption of the Modification 4.01. The TIF Plan Modification is hereby approved, and shall be placed on file in the office of the Economic Development Director of the City. Approval of the TIF Plan Modification does not constitute approval of any project or a development agreement with any developer. 4.02. City staff is authorized to file the TIF Plan Modification with the Commissioner of Revenue, the Office of the State Auditor and the Wright County Auditor. 4.03. City staff, advisors, and legal counsel are authorized and directed to proceed with the implementation of the TIF Plan Modification and for this purpose to negotiate, draft, prepare and present to this Council for its consideration all further modifications, resolutions, documents and contracts necessary for this purpose. The motion for the adoption of the foregoing resolution was duly seconded by Council member , and upon a vote being taken thereon, the following voted in favor thereof: and the following voted against the same: Dated: July 26, 2021 Mayor MN190\101\731730.v2 ATTEST: City Clerk CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY RESOLUTION NO. 2021-09 RESOLUTION APPROVING A MODIFICATION TO THE TAX INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 1-22 WHEREAS, the City of Monticello (the "City") and the Housing and Redevelopment Authority in and for the City of Monticello (the "HRA") previously established Central Monticello Redevelopment Project Area No. 1 (the "Redevelopment Project") pursuant to Minnesota Statutes, Sections 469.001 through 469.047, as amended (the "HRA Act"); and WHEREAS, on March 10, 1997, the City and the HRA approved a Tax Increment Financing Plan (the "TIF Plan") for Tax Increment Financing District No. 1-22 (the "TIF District") located within the Redevelopment Project, pursuant to the HRA Act and Minnesota Statutes, Sections 469.174 to 469.1794, as amended (collectively, the "Act"); and WHEREAS, administration of the TIF District was subsequently transferred to the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, the following property, by property identification number, was included in the TIF District: 155-010-016070 155-010-016090 155-010-016100 155-010-069080 WHEREAS, the Authority desires by this resolution to approve a modification to the TIF Plan (the "Modification") to remove the above-described parcels (the "Removed Parcels") from the TIF District, thereby reducing the size of the TIF District; and WHEREAS, because one of the Removed Parcels has a current market value below the frozen value established at the time of certification of the TIF District, the City must hold a public hearing on the Modification of the TIF Plan pursuant to Section 469.175, subd. 6 of the Act; and WHEREAS, the City has scheduled a public hearing on the Modification, which will be held on July 26, 2021. NOW THEREFORE, BE IT RESOLVED by the Board of Commissioners of the Authority that the Modification to the TIF Plan for the TIF District to remove the Removed Parcels from the TIF District is hereby approved, subject to approval of such Modification by the City after holding a public hearing and reaffirming the findings required for establishment of the TIF District, and upon approval of the Modification by the City, the EDA Executive Director is authorized and MN190\101\729362.v1 directed to notify the Wright County auditor of the reduction of the size of the TIF District pursuant to Section 469.175, Subdivision 4, clause (e) of the Act. Approved by the Board of Commissioners of the City of Monticello Economic Development Authority this 14th of July, 2021. President Attest: Executive Director MN190\101\729362.v1 KNOW ALL PERSONS BY THESE PRESENTS: That CorTrust Bank, N.A., a National Association under the laws of the United States, owner, of the following described property situated in the County of Wright, State of Minnesota, to wit: Lots 7, 8, 9 and 10, Block 16, MONTICELLO, Wright County, Minnesota, according to the recorded plat thereof, AND Lots 7 & 8, Block 16, A.C. RIGGS ADDITION TO THE TOWN OF LOWER MONTICELLO, Wright County, Minnesota, according to the recorded plat thereof. Has caused the same to be surveyed and platted as CORTRUST BANK MONTICELLO, and does hereby dedicate to the public for public use the public way, and drainage and utility easements as created by the plat. In witness whereof said CorTrust Bank, N.A., a National Association under the laws of the United States has caused these presents to be signed by its proper officer this day of , 20 CORTRUST BANK, N.A. Mark F. Nettesheim, SVP Retail Banking Manager STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this day of , 20 , by Mark F. Nettesheim, SVP Retail Banking Manager, on behalf of CorTrust Bank, N.A., a National Association under the laws of the United States, on behalf of the association. Notary Public, Signature My Commission Expires (Printed Name) County, Minnesota I, Craig A. Wensmann, 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 the plat; that monuments depicted on the plat will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Craig A. Wensmann, Land Surveyor Minnesota License No. 47466 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this Wensmann Land Surveyor, Minnesota License Number 47466. Notary Public, Signature My Commission Expires (Printed Name) day of County, Minnesota 20 , by Craig A. CITY OF MONTICELLO PLANNING COMMISSION Be it known that at a meeting held on this day of 20 the Planning Commission of the City of Monticello, Minnesota, did hereby review and approve this plat of CORTRUST BANK MONTICELLO. Chairperson Secretary CITY COUNCIL, CITY OF MONTICELLO, MINNESOTA This plat of CORTRUST BANK MONTICELLO was approved and accepted by the City Council of the City of Monticello, Minnesota, at a regular meeting thereof held this day of 20 and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Mayor City Administrator 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 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 Wright County Land Records Administrator WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the Office of the County Recorder for record on this day of CORTRUST BANK MONTICELLO I \ \ rs I / i CHISELED 'X' MARKED 117/2/ lP%2 /NCH / d1 , 16095 n� \ CC Q° / // r 7 n`' �°� / / o / \ o Ub /. CO /K4 ` Iso �ticy� 80 / act E 411 � ON / Southwest Corner of / 4 -It 7th St. W S = SITE Sr / 94 =%' 7th St. f /n ter / > cc stote I \ / / VICINITY R seTwp 21 ng.25 Wright County, MN \ \ /1P Y2 /NCH •� OPEN Y' 0, /P %2 INCH `� \ / \ 31523r \ / / N�r�hPo � mss ?6S SArJ o "6 %2 \'4IP /NCH / ei OPEN f —Gov't Lot 2 of Section/l, / South Line of Gov't Lot 2 of ?' / Township /2/, Range 25 / Section ll, Township /2I, Range 25 �� ?/'' so I�cb North Line of NIM'/4 of SE1/4aof (?s¢ ASO cy / Section //, Township /2I, Range e 25 ry 'qTJ � a la a / I 1 / CH/SEL ED 'X' FOUND / K /I \ I \ \ 20 at o'clock and was duly recorded in Cabinet No. Sleeve as • r% rN —I— # .1. A I .1-1 / // // / // /n/ THE TOWN OF LOWER MONTI / / / \ _.M. 16.0 \ Document No. LEGEND: /16.0 0 Denotes Y2 inch x 14 inch iron Wright County Recorder o monument set with a plastic plug stamped R.L.S. 47466. NLd o N • Denotes iron monument found Q Denotes found cast iron monument Southwest Corner of Section ll, South Quarter Corner of Section A Z I Denotes found Township /2/, Range 25, Township /2/, Range 25, rebar Wright County, Minnesota — — Wright County, Minnesota — — - I APK Denotes found PK nail Cast Iron Monument / Cast Iron Monument X Denotes chiseled "X" (Index No. S/52) / (Index No. S/41) / I I \ 1 South Line of SW/4 of \ 14 T LS 16095 Denotes Dennis D. Pederson, LS \ r Section A Township 121, Range 25 / LS 15233 Denotes Dennis V. Taylor, LS /10 1 I 47'23 " E 264/.45 N 88°— _ �� — — LS 18407 Denotes Mark D. Kemper, LS 7_15 14 •�— — — — — • — — Denotes existing adjoiners \ — L / (xxx PLAT) Denotes distance of record X 0 30 (SCALE IN FEET) SCALE: I INCH = 30 FEET (O S / REBAR /80 1840 \ —7 i a/ North Line of A.C. RIGGS ADD/TION TO CELL 0 Bearings are based on the Wright County Coordinate System (NAD83 86 Adj.). For the purpose of this survey, the South Line of the SWY4 of Section 11, Township 121, Range 25 has a bearing of North 88 degrees 47 minutes 23 seconds East. Drainage and Utility Easements are shown thus: —12�--------+12— NOT TO SCALE Being 12 feet in width and adjoining plat boundary lines, unless otherwise indicated, as shown on the plat. BOGART, PEDERSON &ASSOCIATES, INC, • r% rN —I— # .1. A I .1-1 / // // / // /n/ THE TOWN OF LOWER MONTI / / / r i i r1_ / r -a/-- 16.0 /16.0 f / ` J / ool c / r I% I A i• 1 /♦ r— 1, i 0% I i r� A — r / / vv r- rr lP I INCH CAP REMNANT / IV, IT1%.11 . , , ./ L._ L_ L_ a/ / Bearings are based on the Wright County Coordinate System (NAD83 86 Adj.). For the purpose of this survey, the South Line of the SWY4 of Section 11, Township 121, Range 25 has a bearing of North 88 degrees 47 minutes 23 seconds East. Drainage and Utility Easements are shown thus: —12�--------+12— NOT TO SCALE Being 12 feet in width and adjoining plat boundary lines, unless otherwise indicated, as shown on the plat. BOGART, PEDERSON &ASSOCIATES, INC, 5361 1550 71130.-'' 55.010034150 50100671 0 15 03'' 51 , 15501'0067110 15 0100 1550400020'0 155 Cr/!J34120' f 550400021 15501003410 � i ♦�� "155010067060 55 003 07 w �o 50100671,00 O 1 5010034060 D 155040 021 0 15501:00340 _ 5010034 1 1 50100671 1 15501 3403 0 — - ,(a 1550,1A034040 p 1550 0069010 ':y„ . 030 4 _ i:�-5040003 6 155010069011 r 1' f 155010069020 { 155010068041 r r • 1550400 ' t 15501 330eO 15501 68010 155010061 .41 07 ' a� 155040 3 1550100680" 15504 03 50 1550100680 f A1oo71os0 5501 07108J 155010068030 / J Il'10 !� . 040003 40 550100710111 f 155010G �l55010 550100701 D0 < 1 5010071 55010071040 15 1007009 ,,� D 70 I TAYLOR LAND SURVEYORS, INC. 213 W BROADWAY P.O. BOX 179 MON77CELL 0, MN 55.362 PHONE # 76,3-295-.3388 FAX # 763-295-3408 1`0 CERTIFICATE OF SURVEY FOR BOB MOSFORD GRAPHIC SCALE IN FEET 0 30 60 90 DENOTES: • IRON MONUMENT FOUND O IRON MONUMENT SET & CAPPED RLS 15233 ^� PARKING LOT The Southeast 22.00 feet of the Northeast 76.00 feet of Lot 3, Block D, MONTICELLO, iI according to the recorded plat thereof, Wright County, Minnesota as measured at a `t right angle to the southeast and northeast lines of said Lot 3. F ry1° PROPERTY AREA = 1672 SQ. FT. D ONLY EASEMENTS ON RECORD PLAT ARE SHOWN ON THIS SURVEY UNLESS ADDITIONAL DOCUMENTATION OF OTHER EASEMENTS OF RECORD ARE PROVIDED TO US. i0 4F SUBJECT TO PUBLIC RIGHT OF WAYS AND EASEMENTS OF RECORD IF ANY. I HEREBY CERTIFY THAT THIS SURVEY PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 1, ----------------------- ---- D NNIS V. TAYLOR RE N0. 233 DATE r .�! 40F� r District w/Removals izc�Tv of m,-� nticello 1 in = 752 ft N A June 25, 2021 Map Powered By Data Link wsb City Council Agenda: 07/26/2021 4A. Consideration to proceed with relocating the DMV to 118 W 6th Street and authorizing staff to work with the Construction Manager to bid out proiect specifications Prepared by: Meeting Date: ® Regular Agenda Item Finance Director 07/26/2021 ❑ Consent Agenda Item Reviewed by: Approved by: City Engineer/Public Works Director City Administrator ACTION REQUESTED Motion to proceed with relocating the DMV to 118 W 6th Street and authorizing staff to work with the Construction Manager to bid out project specifications. REFERENCE AND BACKGROUND The DMV relocation project continues to move forward. City staff has met with an architect, construction manager, and furniture representative to develop schematics and a project budget. Part of a relocation involves notifying the State, and an official from Driver and Vehicle Services will perform a walkthrough after construction and prior to the official move date to ensure all areas are satisfactory. Notifying the State of a desired move includes: • The proposed location of the new site. • The proposed floor plan of the new office space including measurements. • The proposed date of move. • A copy of the local approval of your move to a new location. (Action on this item will satisfy this requirement.) A request to close the office during the move if there will be any time that services will not be available. (Not anticipated). $125,000 is included in the 2021 DMV fund budget for this project. The original intent of the project was to construct a service counter on one side of the building's first floor, much like what is at the current DMV location. However, the project area has been expanded, now encompassing the entire first floor, to provide a quality space that it is set up to serve the community for years to come. The building at 118 W 6th Street (known as the Prairie Center building) was purchased in 2009 as an office space for FiberNet and has some upgrades that need to be done to update the building's safety and account for the additional foot traffic from the DMV. Updates include ADA improvements in the restroom and parking lot, correction of sewer lines to prevent waste City Council Agenda: 07/26/2021 backups, relocating IT cabling away from water lines, and reinforcement to doorways to allow for card access (rather than physical keys). The project estimate includes: Construction $ 385,769 (including design & construction contingencies) Architect design 7,000 Furniture systems 72,000 IT Equipment & devices 21,053 Security cameras & card access 32,340 Sewer lateral 29,800 Parking lot re -striping 20,000 $ 567,962 The city is using a new format for this project by hiring a construction manager and using contract pricing to complete the job rather than hiring a contractor who then hires sub- contractors to complete the specific tasks within the project. By approving this item, Council is authorizing staff to bid out the components of the project using Sourcewell contract pricing to determine a final project budget. A final project cost and approval will be brought to Council in August. I. Budget Impact: The 2021 DMV budget includes $125,000 for this project. $7,000 has been used for architect services, and $29,800 has been approved for replacement of the sanitary sewer lateral. The additional amount over budget will be paid for using DMV fund 2021 net revenues and reserves, which are sufficient to cover the costs of the project. II. Staff Impact: Notifying the State of the move will take minimal time. The project has been coordinated internally thus far but would transition to the Construction Manager when final project approval is brought to Council in August. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends Council support to proceed with relocating the DMV to 118 W 6th Street and authorizing staff to work with the Construction Manager to bid out project specifications. SUPPORTING DATA • Proposed layout O2 SECOND FLOOR PLAN 1/4 = 1'-0" (E) vEsnmi�E © II d 11 -- moNCANT SCREEN TO MATT IL II _ I O h II I I N�A�R © r- - I STAND-UP xElcxT AEA ❑O ARE HE p O Wv STATE © 1 © 11 © 1 © A ❑e II � n h KNLh h KNGh dj J _ II L_J IL_J Li eaow I II y I II ' I ^ R SIPIRS FIRST FLOOR PLAN n O 1/4 8 = 1'-0" FINISHES/ EQUIPMENT PLAN GENERAL NOTES . OC. TO PECO DE eEOCNINc AT EOCADONS SCHEOUIEB TO RECBME MALE NOUNTEO NILLwBRR, ANC LL TERN DATA TURE BE PROMEEO BY BMNER — GENERAL CEmRACTOR TO PROWBE PMR FINISHES/ EQUIPMENT PLAN KEYNOTES o NBLT_PNNGTON COPIER _ PREWDE PD -R AND DATA ®N ITOR _ PROVIDE PEMER AND DATA O REFRIGERATOR _ PROVIDE POWER 74 8V " STATION M/ CONEERENa PENINSULA 0 R'IV-0` EAR) BABIGE MALLS w/ w DOOR w/ NLL BE- E%TEND MALL TO C- E UNG GRID © GEMGE COUNTER MOR TA ON W/ GLASS SCREEN G- STATOR O CAXNLLNRED MORN COUNTER M/ MDESTAE STORAGE BELOW FB ABA HEIGHT G COUNTER OPEN BELOW o wPoMNG cWNTER ON S=T LESS IN T -D . e -R WORN STATOR o SORRY CHAR AND SDE TABLE TO I � OMIET En LJ J v, C� In (/ '" N WRA ION H TION °J-( I m w/ ORNER a®M 1_ 1 m41•I -1'1 L'Y_J'l rr N�N/Naa t1l TAT.GK ..ERM�NIRE FINISHES/ EQUIPMENT PLAN GENERAL NOTES . OC. TO PECO DE eEOCNINc AT EOCADONS SCHEOUIEB TO RECBME MALE NOUNTEO NILLwBRR, ANC LL TERN DATA TURE BE PROMEEO BY BMNER — GENERAL CEmRACTOR TO PROWBE PMR FINISHES/ EQUIPMENT PLAN KEYNOTES o NBLT_PNNGTON COPIER _ PREWDE PD -R AND DATA ®N ITOR _ PROVIDE PEMER AND DATA O REFRIGERATOR _ PROVIDE POWER 74 8V " STATION M/ CONEERENa PENINSULA 0 R'IV-0` EAR) BABIGE MALLS w/ w DOOR w/ NLL BE- E%TEND MALL TO C- E UNG GRID © GEMGE COUNTER MOR TA ON W/ GLASS SCREEN G- STATOR O CAXNLLNRED MORN COUNTER M/ MDESTAE STORAGE BELOW FB ABA HEIGHT G COUNTER OPEN BELOW o wPoMNG cWNTER ON S=T LESS IN T -D . e -R WORN STATOR o SORRY CHAR AND SDE TABLE City Council Agenda: 07/26/2021 4B. Consideration of approving a feasibility study for improvements on County Ditch 33 for a total amount of $25.970. Prepared by: Meeting Date: ❑ Regular Agenda Item Public Works Director/ City Engineer 07/26/2021 ® Consent Agenda Item Reviewed by: Approved by: Project Engineer, Finance Director, City Administrator Community Development Director /_T411111 9 IQ L11:410111*11tcp Motion to approve a feasibility study for improvements on County Ditch 33 for a total amount of $25,970. PREVIOUS COUNCIL ACTION January 14, 2019: City Council 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. REFERENCE AND BACKGROUND Wright County Ditch 33 (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. Eastern portions of the city and areas located within the orderly annexation area currently have direct runoff to CD 33. The ditch was established in 1917 and many sections of the ditch are in disrepair. A new outlet to the Mississippi River was planned with the proposed development of Hidden Forest and Niagara Falls along County State -Aid Highway 39 and Haug Avenue that would have eliminated much of the flow going into the existing ditch system north of 90th Street NE. As part of the proposed development, the City agreed to take ownership of this section of CD 33, but the development never occurred because of the recession and thus the new outlet was never constructed. The current areas of disrepair now also pose a challenge to additional development. Future development opportunities would likely increase flows into CD 33 and would require a discharge permit. Without improvements to the ditch system, a permit increasing flows from development would be unlikely to be approved. While interest remains frequent in this area, no projects have gained momentum given the current conditions. City Council Agenda: 07/26/2021 Without the previously proposed developments becoming a reality, in 2019 Wright County agreed to reclaim ownership over this section of CD 33. The county then completed a determination of benefits demonstrating how costs could be distributed per Minnesota Statute Chapter 103E. However, the ditch repair costs are significant and interjurisdictional cooperation is important. Wright County, Monticello Township, and the City have been meeting regularly to evaluate practices where improvements could be made without overly burdening property owners. To better understand the costs to repair the ditch and the ability to accommodate future growth, staff is proposing that a feasibility study for CD 33 be conducted. This study will review existing conditions, including problem areas, and explore areas where regional ponds may be located to reduce the outlet size requirements. Also, the study will consider potential funding options from outside resources for completing this work. The study is being done in cooperation with Wright County as both entities have a vested interest in determining how to proceed with improvements. I. Budget Impact: Wright County has agreed to contribute $7,500 for the study; the remaining $18,470 is proposed to be funded from the CET grant as it helps identify improvements needed to expand development in the CD 33 drainage area. II. Staff Workload Impact: Staff impact of this study is expected to be minimal. STAFF RECOMMENDED ACTION City staff recommends approval of completing a feasibility study for improvements on CD 33 for a total amount of $25,970. SUPPORTING DATA A. WSB Feasibility Study Proposal B. CD 33 Assessment Technical Memo C. Wright County funding letter wsb July 13, 2021 Matt Leonard Public Works Director/City Engineer City of Monticello Re: Proposal to complete a feasibility study of improvements for County Ditch 33 Dear Mr. Leonard: Attached for your review and approval is our proposed scope of services, fee, and schedule for providing professional engineering services to complete a feasibility study of improvements for 0 County Ditch 33. This scope also includes identification of funding mechanisms for the potential U cD. improvements. z Li U) We are excited to work with you on this study and to provide cost-effective solutions for improvements. Please do not hesitate to contact me at 763-231-4877 with any questions. 00 Sincerely, WSB LO M rl- ° Earth Evans, PE LO Director of Water Resources LO z 7. Attachment J O d Q W z z 2 0 0 CO W H 7 U) T W Z) z W Q Q z W X 0 r C:\Users\Matt.LeonardWppData\Local\Microsoft\Windows\INetCache\Content.Outlook\GHX8C8SH\LTR PROP_Ditch33_update (003).docx Mr Matt Leonard 7/13/2021 Page 2 SCOPE OF ENGINEERING SERVICES FOR COUNTY DITCH 33 FEASIBILITY STUDY FOR THE CITY OF MONTICELLO SCOPE OF ENGINEERING SERVICES This work plan consists of a field visit, model updates, evaluation of regional ponding alternatives and trunk pipe sizing, preparation of Feasibility Study, and coordination with the City and Wright County. The following are the tasks that will be included as part of this evaluation: Task 1 — Field Walk ($1920) We will complete a field walk along with Wright County staff to gather information regarding issues with the County Ditch system. We have assumed that the majority of the County Ditch system can be walked in one visit. We will compile photo documentation of existing issues along the ditch, focusing on locations where the ditch is open channel, in particular the downstream end of the ditch where it travels through the rear yards within the development. We will also document slope failures that are occurring on steep embankments along the County Ditch, the downstream outfall to the Mississippi River (that is not designated as County Ditch and is not encumbered by easements). Task 2 — Existing Conditions Hydrologic & Hydraulic Model Updates ($2,550) This task consists of updating the existing hydrologic/hydraulic model to reflect the survey that was provided by the County, field visit, and to add detail where necessary. We will utilize the existing Hydrocad model that was developed as part of the City-wide model update. We will utilize LiDAR and the existing survey for model updates. No additional field survey has been included in this scope. If additional survey is needed, we will coordinate with the City before proceeding and complete this work at our standard hourly rates. Task 3 — Map of Problem Areas ($2,000) We will develop a map documenting the issue areas found on the field walk and under -capacity segments of the County Ditch system. The mapping and evaluation will extend the entire length of the County Ditch 33 system as identified on the exhibits provided by the County. Evaluation will include the clay tile segments of the ditch system also. The map will also identify existing wetlands along the corridor based on the National Wetland Inventory (NWI). Based on the files received from the County, it is our understanding that the wetland delineation work will be completed by others. If the delineation Iinework is available, we will utilize it for our mapping. Task 4 — Evaluate Proposed Regional Ponding Locations and Trunk System sizing ($3,500) Besides the existing repairs to the ditch system that are needed, the City and County have identified the need to increase the conveyance capacity of the ditch (both the tile and open channel segments) for future development. This will require evaluation of potential regional ponding locations and determination of the trunk storm sewer sizes needed to convey the runoff. The Monticello SWMP identified regional ponding locations. We will utilize that information as the baseline for expanding regional ponding as needed. We will determine regional pond locations based on existing LiDAR topography, developable parcels, and requirements based on permitting agencies and the City's ordinance. We are assuming that the majority of the existing tile portion of C:\Users\Matt.LeonardWppData\Local\Microsoft\Windows\INetCache\Content.Outlook\GHX8C8SH\LTR PROP_Ditch33_update (003).docx Mr. Matt Leonard 7/13/2021 Page 3 the County Ditch will need to be replaced with storm sewer pipe sized to convey the proposed developed conditions discharge rates from the properties tributary to the ditch. This task also includes one meeting with City Staff to present the concept level regional ponding system. It was noted that there are several parcels that are considering wetland banking projects along the corridor. Wetland banks can provide multiple benefits, one of which is flood storage that reduces the peak discharge rates into the County Ditch 33 system and are beneficial for long term viability of the channel. We will coordinate with City and County Staff to identify potential wetland banking locations at a concept level. This analysis does not include a detailed evaluation of viability of wetland banking projects or a wetland delineation. Task 5 — Prepare Draft Report ($9,800) We will prepare a draft report documenting Tasks 1-4. The report will also include a feasibility level cost estimate for the proposed preferred alternative. We will submit the draft report for City and County review and comments. The draft report will include potential water quality benefits from the proposed improvements. Additionally, the report will present potential funding mechanisms and grants. The Clean Water Fund grant is available currently, with applications due in mid-August. This is one potential grant funding mechanism to support the project implementation since the ditch is tributary to the Mississippi River and existing slope sloughing and bank failures can lead to large TSS loads. We will prepare concept level estimates of the TP/TSS load reductions for the potential improvement options. Task 6 — Meet with City and County Staff ($2,000) We will attend 2 meetings with City and County Staff to present the draft report and to discuss comments from Staff. Task 7 — Prepare Final Report ($4,200) With Task 7, we will incorporate the comments from City and County Staff into the draft report and finalize the document. Final design plans and specifications of the County Ditch 33 improvements are not included in this proposal. If requested, we can prepare a separate scope for final design documents, permits, and construction support. Optional Task 8 — Prepare and Submit Clean Water Fund Grant application ($2,500) As noted above, the Clean Water Fund grant applications are due August 17th. Cities and Counties are eligible applicants as long as they have an approved water management plan. County Ditch 33 is tributary to the Mississippi River which is listed as impaired by the MPCA. The bank restoration, slope stabilization, restoration of failing tiles that are causing sloughing, are all improvements that lead to water quality benefits in addition to restoration of the capacity of the ditch. The CWF grant does not require a final project design or plan; but it does require analysis of construction costs and benefits which are being completed with this Feasibility Study. C:\Users\Matt.LeonardWppData\Local\Microsoft\Windows\INetCache\Content.Outlook\GHX8C8SH\LTR PROP_Ditch33_update (003).docx Mr. Matt Leonard 7/13/2021 Page 4 TOTAL ESTIMATED FEE The scope of services outlined in this proposal will be billed hourly, based on our current hourly rates. We are proposing to complete tasks 1-7 for a not -to -exceed fee of $25,970. We can complete the optional task 8 if requested. TIME SCHEDULE The City has requested an accelerated schedule to complete the Feasibility Study due to development pressure. We propose to complete the draft study by September 1 and the final report by Fall of 2021. C:\Users\Matt.LeonardWppData\Local\Microsoft\Windows\INetCache\Content.Outlook\GHX8C8SH\LTR PROP_Ditch33_update (003).docx HoustonL„ hc ■ Technical Memorandum To: Matt Detjen, Wright County Agriculture and Drainage Coordinator From: Joe Lewis, PE Chris Otterness, PE Houston Engineering, Inc. Subject: County Ditch 33 Assessment Date: March 6, 2018 Project: 7301-0010 INTRODUCTION Wright County Ditch (CD) 33 is a public drainage system near the City of Monticello (Figure 1). Wright County serves as the Drainage Authority for CD 33 and its administration of CD 33 is subject to Minnesota Statute (MS) Chapter 103E. Eastern portions of the City of Monticello direct runoff to CD. Land development activity has elevated the need to address drainage needs and has revived previous CD 33 planning and analysis efforts from the mid -2000's. To understand the history of documented modifications and current condition of the system, Wright County requested Houston Engineering to prepare a cursory survey and assessment of CD 33. The purpose of this memo is to provide a brief overview of the components of the CD 33 public drainage system, summarize previous planning and analysis activity, and describe potential alternatives for addressing drainage needs. SYSTEM OVE RVI EW ESTABLISHMENT CD 33 was established on November 6, 1917 and consists of a Main Trunk and Branches 1, 2, 3, 4, 6, 8, 9, and 10. The system consists of both open channel and tile draining generally south to north until discharging into the Mississippi River approximately 2.75 miles downstream of the State Highway 25 crossing of the river in Monticello. Construction of the system was completed in 1919 and the as -built dimension and depth of cut were documented in an amended Engineer's Report dated December 4, 1919. Design plan and profile drawings dated 1917 show the original alignment and profile in a local datum. These details were obtained from documents stored in Wright County's DrainageDB account. # 6901 EAST FISH LAKE RD, STE 140 1 MAPLE GROVE, MN 55369 gOth Ave - .' • SANE t • ti�02nd eti/Vcc _� } ... ' � ,�, � 1ST � t ;;'•. -- - i,� �LL SAH 394X—, Riverview Dr ,; z . _ '~ -+ Rve w iyW�'. r i'•„� *��: ,. rMi(lDr z z- Q �' v !z \de CD -St NE T-1503 ” " M �c 9gth St 95th St NE • � ranch 1 - .. _ • _ - . _ _ _ y - _ ° w � Oakleaf st St NE < mK Ridge Dt E Oak Dr O O 90th St NE r3 1StSt� oh, LU s Q) 3 z ion eakkeh S `�� < z �CD Q Q � Badger Cir o _ _84th St NE I, 85th St NE St 1 - - - '`@ 82nd e A ' 4 > " 83rd St NE 94 • Jr -80th St NE 77th St NES ♦ 9 Stearns Sherburne�' 77th St NE M-234 CD 33• Wright • . -, id St NE i y G Branch 10 w Q • Houston 17c DOCUMENTED CHANGES The following paragraphs describe modifications or proposed modifications to CD 33 as documented in records made available from Wright County. 1-94 Construction/Minor Alterations In 1971, several small alignment changes were made to the CD 33 system to accommodate the construction of Interstate 94 over the Main Trunk and Branches 1, 2, 5 and 8. Additionally, stormwater ponds were also constructed along the public drainage system at an unknown later date} to presumably attenuate peak flow rates of stormwater runoff from the roadway surface. The ponds were constructed north of 1-94 on Branches 4, 7, and 8 and the Main Trunk by removing tile segments and excavation of a ponding area. Ditch Improvements In 1994, the County acting as the drainage authority was petitioned to improve the CD 33 outlet to resolve reoccurring high-water levels by installing stormsewer under Gillard Ave to increase outlet capacity. In response to the petition, the County through a resolution stated its intent to cooperate with the City and landowners to determine the feasibility of improving the outlet of CD 33. This information is contained within a Petition/Resolution document stored within DrainageDB. No further documentation of MS 103E proceedings to modify the CD 33 public drainage system were available. In 1997, the County acting as the drainage authority was petitioned to replace tile with an open channel for a portion of Branch 4, south of 1-94 to restore the drainage impaired by the condition of the tile. No further documentation of MS 103E proceedings to modify the CD 33 public drainage system were available. Aerial photographs show an open channel north of 84th Street NE near the original Branch 4 tile alignment buts it is unclear if this open channel replaced the Branch 4 tile. Branches 1 and 2 and Portion of Main Trunk Transfer As a response to a petition submitted by the City of Monticello, a Wright County order from 2006, transferred Branch 1, Branch 2 and the Main Trunk downstream of the large wetland basin in Section 17 to the City. See Figure 1 for the location of the transferred portions of the public drainage system. LAND DEVELOPMENT WITHIN THE CD 33 DRAINAGE AREA The following paragraphs describe land development activity in the CD 33 watershed near the City of Monticello as documented in records made available from Wright County. Sunset Ponds (Bruggeman Homes) Sunset Ponds is a development located south of 95th St NE, West of Haug Ave NE, and northeast of 1-94. In 2003, the City of Monticello petioned the County to remove 14 acres from the benefitted lands of CD 33. The County as Drainage Authority ordered the removal of the 14 acres bases on the findings that the waters from these acres would be diverted from CD 33 and served by the City stormsewer. Within the development, approximately 7 acres remain on the bennefited roll as they still drain to CD 33. 6901 EAST FISH LAKE RD, STE 140 1 MAPLE GROVE, MN 55369�c� �' ■ Houston iq , _ irc; Carlisle Village In 2005, the City of Monticello petitioned the County as drainage authority to outlet waters from the proposed Carlisle Village development to CD 33. Carlisle Village, located south of 1-94 within Section 19, prior to development drained 126 acres to CD 33 Branch 2. Construction of the development diverted all but 53 acres to a new stormsewer system. An Order by Wright County on September 13, 2005 stated that the City of Monticello may utilize CD 33 as an outlet from the Carlisle Village development under several conditions including: That the City set aside $167,000 to construct a new stormwater outlet, not less than 48 -inches in size, to the Mississippi River; That, as an alternative to constructing a new stormwater outlet, the City shall use the $167,000 set aside for enhancement or correction of the existing outlet to the Mississippi River for CD 33; and If either of the scenarios are not completed by 2008, the City shall transfer the $167,000 to the CD 33 system fund. To our knowledge, the City failed to meet any of the conditions set forth in the Wright County Order. CURRENT CONDITION OF CD 33 SUMMARY OF FIELD SURVEY General Condition Field survey was completed on CD 33 in January 2018 to collect culvert, tile and channel invert elevations north of 1-94. The open channel portions of the system are generally heavily vegetated or have accumulated sediment, reducing the functional capacity of the drainage system. The last repair of CD 33 (as noted in records available in DrainageDB) was in 1926. The repair reconstructed approximately 2,100 linear feet of tile along Branch 4 that was originally constructed at a higher elevation than designed. 800 feet of 24 -inch tile on Branch 2 was replaced in 2003 according to an as -built drawing on file. Additionally, approximately 800 feet of tile on the Main Trunk beginning downstream (north) of 90th Street appears to have been replaced in in the past 20-30 years as it is Corrugated Plastic Pipe (CPP). It is unclear when this tile was replaced since no records were discovered that document the repair. According to the 1917 design profile, approximately 2,000 feet of 30 -inch tile was installed at the exit of the large wetland basin in the south half of Section 17. Data collected during the field survey indicate that this 30 -inch the is in poor condition with the headwall broken into several pieces and tile segments are disconnected. Because of the poor condition of the tile, it is likely not operating at a level close to its original capacity. :21 6901 EAST FISH LAKE RD, STE 140 1 MAPLE GROVE, MN 55369 Adummum Houston Liigoirg enc System Elevations The field survey collected tile and culvert invert elevations at several locations north of 1-94. System elevations are shown on Figure 2 to understand to general profile grades of the public drainage system. In some locations, elevations are taken from construction plans or the 1917 design profile to estimate a system elevation, if features were not found during the field survey. Table 1. Summary of Surveyed Crossings Branch Crossing Pipe Size Material US Invert DS Invert Main Trunk CR 39 48" RCP 906.41 906.22 Main Trunk* Halsey Ave NE 36" RCP 929.8 929.76 Main Trunk Tile Inlet 30" RCP 919.72 - Main Trunk Tile 24" CPP 929.8 928.16 Main Trunk Field Crossing 24" RCP 930.4 930.52 Main Trunk 90th St NE 18" CMP 934.7 933.94 Main Trunk* 1-94 60" RCP 935.6 935.47 Branch 4* 1-94 36" RCP 935.27 933.66 Branch 4* Railway 36" CIP 942.07 934.99 Branch 2* 1-94 72" RCP 938.08 934.84 Branch 2* Railway 7' by 4' Stone 937.61 938.24 *Not part of the public drainage system 21 6901 EAST FISH LAKE RD, STE 140 1 MAPLE GROVE, MN 55369 .�a t )+ r 48" RCP Culvert US 906.4 DS 906.2 Surface Drainage 36" RCP Culvert US 929.8 Surface Drainage DS 929.8 Swale Bottom 923.2 30" RCP Tile US 919.7 Unable to locate draintile in field 4 24" CPP Tile 12" RCP Tile US 929.8 Surface Drainage DS 924.8 DS 928.2 72" RCP Culvert US 931.8 24" RCP Culvert s=; S938.9 •' US 930.5 S934.8 DS 929.6 18" CMP Culvert 6" Draintile US 934.7 8" Draintile Surface Drainage DS 933.9 US -950 Inv 938.7 7'x 4' Stone Bridge _ Rim 941.5 US 938.2 DS 937.6 •. Surface Drainage ' 60" RCP Culvert Surface Drainage US 935.6 36" RCP Culvert .,' DS 935.5 US 935.3 - I CD 33 24" Tile DS 933.7 + Surface Drainage _Inv 936 CD 33 12" Tile 36" CIP Culvert -Inv 931.6 US 942.1 Surface Drainage �.. • DS 935.0 60" RCP Culvert US 937.6 DS 937.4 ` CD 33 24" Tile ►t -Inv 936 Note: the "Surface Drainage" term indicates culvert locations near • i the public drainage system but were not constructed as part of the system. CD 33 Alignment ii Figure 2 - CD 33 Survey Open Ditch I 0 0.25 0.5 1 s Scale: Drawn by: Checked by: Project No.: Date: Sheet: AS SHOWN/ BRG 7103-0010 3/6/2018 W Tile Map9e GroveHousHoustonS Engineering Inc. - 3.452i Miles f ` 7�} 493 5571 HoustonLng nrerirg I vc RECOMMENDATIONS The 30 -inch outlet tile, which was transferred to the City of Monticello in 2006, is in disrepair and is likely affecting the function of the upstream drainage system. Because the proposed Hidden Forest and Niagara Falls subdivisions were never constructed, a functional outlet has not been constructed as envisioned. The City of Monticello (as the land use authority and drainage authority of the outlet tile) and the County (as the drainage authority for CD 33 upstream of the outlet tile) should begin development of a master stormwater plan for management of this outlet, including projected future stormwater management needs for adjoining developments, interaction of these developments with CD 33, short and long term maintenance strategies, and describing respective responsibilities. The document review and field survey completed for this memo can be utilized for this future planning activity. The public drainage system records available on either DrainageDB or sent directly from Wright County staff appear to be largely complete for CD 33. An original 1907 design plan and profile drawing, a 1919 Engineer's report that includes as -built depths, orders for minor alterations related to 1-94, and orders from the mid -2000's give significant detail regarding the CD 33 grades, alignment and geometry. Therefore, a record re- establishment proceeding under MS 103.101 subd. 4a isn't a critical need to effectively manage the drainage system at this time. However, development of a system -wide drawing showing a field surveyed alignment, dimensions and grades in a modern sea level datum would still be beneficial. It is further recommended that the County consult their legal counsel to verify that future activities and projects occur in a manner consistent with MN Statute 103E. :21 6901 EAST FISH LAKE RD, STE 140 1 MAPLE GROVE, MN 55369 PAGETOF7 4t?* N x � 4 W6 0 Ditch # 33 Commissioner Ditch Expenditure Approval And Repair Order Date: 7/21/2021 Repair Classification: Description of Repair (Minor) (Major) (Emergency) $7,500 to cover engineering cost for a feasibility/outlet study on county Ditch #33. The City of Monticello will be paying the remaining cost of the contract totaling $25,970. Approved Repair Expenditure: $7,500 Contractor Information: WSB Engineering Phone Number: 763.231.4877 Signature: Signature will be on contract with the City of Monticello Pursuant to the standing order of the Wright County Board of Commissioners acting in its capacity as the Drainage Authority for repairs of drainage systems costing less than $10,000, 1 hereby order the repair as stated above. DATED: C I J 6 WRIGHT COUNTY DRA NAGE AUTHORITY By: Commissioner District CITY OF � Monticello Interim Council Connection July 26, 2021 CITY OF Montfcdo ADMINISTRATION See attached letter from Department of Natural Resources DEPARTMENT OF NATURAL RESOURCES July 16, 2021 Dear water suppliers in areas with severe drought conditions, With more than 50 percent of Minnesota experiencing severe drought and some areas experiencing extreme drought, the Minnesota Department of Natural Resources (DNR) has determined that the state is now in the drought warning phase. With this designation, the DNR and others are taking additional steps such as restricting some water uses. Water Supplier Actions Needed The State Drought Plan specifies actions that water suppliers must implement once the state is elevated to drought warning phase. 1. Population over 1,000 - Public water suppliers implement appropriate water use restrictions contained in their Water Supply Plan. a. Your plan can be found in your MPARS account, under the Attachments tab. b. Begin implementing your Water Supply demand reduction measures in Plan Part 2 (Tables 18, 19). These actions can be supported by measures that are identified in the Water Supply Plan, Part 3 Water Conservation. 2. All Water Suppliers - Public water suppliers will implement water use reduction actions with a goal of reducing water use to 50% above January levels. a. For example: A city uses 4 million gallons of water in January, and normally uses 6.8 million in August. During the drought warning phase, they should only use 6 million gallons in August. b. Websites with water conservation messages: DNR Water Conservation webpage and https://www.ready.gov/drought. Significant demand reduction is achievable by restricting or banning non-essential outdoor water use, especially lawn irrigation, power washing buildings, car washing and swimming pool filling. Encourage customers to fix leaks, install water saving devices and water -efficient appliances. Have conversations with your biggest water users and ask them how they might reduce water use, especially during peak times. Use a variety of communication methods: Large exterior signs around the community, mailing/emailing all customers, radio station announcements, Facebook posts or other social media, and a news release to any local media. Explain the critical situation and that you need everyone's help. Ask customers to conserve water as much as possible. Other Suggestions: • During times of severe drought, monitor your water levels closely. Keep in mind that water quality may be impacted by increased concentrations of contaminants. • Please alert your local DNR hydrologist to any water supply concerns or issues during the summer. • Sign up to receive GovDelivery updates about drought in Minnesota, drought preparations and response, and important ways to conserve water. Best regards, Randall Doneen Conservation Assistance and Regulations (CAR) Section Manager) Ecological & Water Resources Phone: 651-259-5156 Email: randall.doneen@state.mn.us mndnr.gov CITY OF Montfcdo DMV Summary through June 2021 In June 2021, the DMV generated $93,713 in revenue which is $2,618 more than June 2020. Year-to-date revenue is $540,811 compared to last year's year-to-date revenue of $404,125. The DMV was utilizing the dropbox for many transactions in June 2020, which created longer processing time per transaction and fewer transactions processed. The DMV processed 8,898 transactions in June 2021 compared to 13,320 in June 2020. However, due to the State's transition to the MNDrive system in November 2020, transactions are counted differently and a comparison to the same month last year is not an entirely accurate reflection of the DMV's workload. The relocation project continues to move forward with the architect finishing detailed plans of the building. A construction manager is currently creating a detailed plan and project cost estimate based on the architect's plans. Furniture samples have been reviewed. Please see the following graphs for more detail on the DMV's operations. $100,000 $90,000 $80,000 $70,000 $60,000 $50,000 $40,000 $30,000 $20,000 $10,000 DMV Revenue Comparison June 2011 June 2012 June 2013 June 2014 June 2015 June 2016 June 2017 June 2018 June 2019 June 2020 June 2021 DMV YTD Revenue Comparison $600,000 $540,811 $500,000 70,000 65,148 65,900 60,000 $379 692 $418,530 $404,125 $400,000 50,000 $334,963 $300,000 $291,516 $290,156 40,000 $256,122 $247,738 266,008 $200,000 $181,318 $100,000 $- 0 June 2011 June 2012 June 2013 June 2014 June 2015 June 2016 June 2017 June 2018 June 2019 June 2020 June 2021 DMV YTD Transaction Comparison 80,000 73,929 70,000 65,148 65,900 60,000 57,732 50,000 45,283 37,464 40,277 42,396 40,000 32,537 34,743 34,530 30,000 20,000 10,000 0 June 2011 June 2012 June 2013 June 2014 June 2015 June 2016 June 2017 June 2018 June 2019 June 2020 June 2021 CITY OF Montfcdo ECONOMIC DEVELOPMENT June 25, 2021 to July 22, 2021 July 12, 2021 - Attended Rotary Club Mtg. July 13, 2021— Attended State Community Energy Transitions Office Info Mtg. via Zoom July 16, 2021 - Attended Mtg w Livability Periodical Representative Mtg. via Zoom July 16, 2021— Attended Business Retention & Expansion Visit w Electro Industries July 16, 2021— Attended Business Retention & Expansion Visit w Fastenal July 19, 2021— Attended Rotary Club Mtg. Prospects: Staff prepared a response to a RFI (Request for Information) for a site search solicited by MN -DEED for a large manufacturing facility and submitted it to MN -DEED staff by Close of Business (COB) Wednesday, July 14, 2021. The proposed facility would require a 65 -to -75 -acre site and at full capacity employ 1,122 FTE staff. This is the second large facility site search that the City has been invited to respond to in the past three months. MN -DEED staff followed up with City staff on Thursday (7-15- 21) by seeking several photo images of the community and providing them to the site search consultant. Block 52: The EDA has entered into a Preliminary Development Agreement (PDA) with Deephaven Development for redevelopment of Block 52. The developer's responsibility under the PDA is to assess potential additional land assembly for a meaningful redevelopment footprint and economically viable project. Staff are holding bi-weekly check in meetings with the developer to monitor the progress of discussions with property owners and of concept sketches -layouts that will identify uses and massing of the site. CITY OF Montfcdo FINANCE Quarterly Report — 2nd Quarter 2021 Following this summary is the 2"d Quarter Report. The report includes the following components: • Cash balances as of June 30, 2021 and December 31, 2020. • Treasury yields — annually for 2010-2017; quarterly for 2018-2021 • General Fund Cash Balances 2017-2021 graph and a summary budget -to -actual analysis of the General Fund's receipts and disbursements • Statement of Revenue and Expenditures — Budget and Actual — General Fund (Unaudited). Please note the variance column compares the 2021 YTD budget with 2021 actual numbers with explanations noted for variances greater than 20% and $10,000. • Statement of Revenue and Expenditures — Community Center Fund (Unaudited). Please note the variance column compares the 2021 YTD budget with 2021 actual numbers with explanations noted for variances greater than 20% and $10,000. • Statement of Revenue and Expenditures — EDA Fund (Unaudited). Please note the variance column compares the 2021 YTD budget with 2021 actual numbers with explanations noted for variances greater than 20% and $10,000. • Statement of Revenue and Expenditures — FiberNet Fund (Unaudited). Please note the variance column compares the 2020 YTD actual numbers with 2021 YTD actual numbers with explanations noted for variances greater than 20% and $10,000. Financial Audit RFP The finance department posted a request for proposal for audit services for the years 2021- 2025 on the League of Minnesota Cities website. Proposals are due to the Finance Director on August 13, 2021. A handful of firms have reached out with questions for additional information with the intent to submit a proposal. Checking Investments (At Market Value) Total Cash and Investments Investment Type Checking Money Market Non Negotiable CDs Negotiable CDs Government Securities Municipal Securities Total Investments Increase/ 06/30/2021 12/31/2020 (Decrease) $ 173,156 $ 662,672 $ (489,516) 58,476,774 50,398,275 8,078,499 $ 58,649,930 $ 51,060,947 $ 7,588,983 Increase/ 06/30/2021 12/31/2020 (Decrease) $ 173,156 $ 662,672 $ (489,516) 33,937,467 26,826,669 7,110,798 1,000,000 1,000,000 - 16,914,063 16,439,726 474,337 3,502,765 3,351,224 151,541 3,122,479 2,780,656 341,823 $ 58,649,930 $ 51,060,947 $ 7,588,983 Treasury Yields Date 1 mo 3 mo 6 mo 1 yr 2 yr 3 yr 5 yr 7 yr 10 yr 12/31/2010 0.07 0.12 0.19 0.29 0.61 1.02 2.01 2.71 3.30 12/30/2011 0.01 0.02 0.06 0.12 0.25 0.36 0.83 1.35 1.89 12/31/2012 0.02 0.05 0.11 0.16 0.25 0.36 0.72 1.18 1.78 12/31/2013 0.01 0.07 0.10 0.13 0.38 0.78 1.75 2.45 3.04 12/31/2014 0.03 0.04 0.12 0.25 0.67 1.10 1.65 1.97 2.17 12/31/2015 0.14 0.16 0.49 0.65 1.06 1.31 1.76 2.09 2.27 12/31/2016 0.44 0.51 0.62 0.85 1.20 1.47 1.93 2.25 2.45 12/31/2017 1.28 1.39 1.53 1.76 1.89 1.98 2.20 2.33 2.40 03/31/2018 1.63 1.73 1.93 2.09 2.27 2.39 2.56 2.68 2.74 06/30/2018 1.77 1.93 2.11 2.33 2.52 2.63 2.73 2.81 2.85 09/30/2018 2.12 2.19 2.36 2.59 2.81 2.88 2.94 3.01 3.05 12/31/2018 2.44 2.45 2.56 2.63 2.48 2.46 2.51 2.59 2.69 03/30/2019 2.43 2.40 2.44 2.40 2.27 2.21 2.23 2.31 2.41 06/30/2019 2.18 2.12 2.09 1.92 1.75 1.71 1.76 1.87 2.00 09/30/2019 1.91 1.88 1.83 1.75 1.63 1.56 1.55 1.62 1.68 12/31/2019 1.48 1.55 1.60 1.59 1.58 1.62 1.69 1.86 1.92 03/31/2020 0.05 0.11 0.15 0.17 0.23 0.29 0.37 0.55 0.70 06/30/2020 0.13 0.16 0.18 0.16 0.16 0.18 0.29 0.49 0.66 09/30/2020 0.08 0.10 0.11 0.12 0.13 0.16 0.28 0.47 0.69 12/31/2020 0.08 0.09 0.09 0.10 0.13 0.17 0.36 0.65 0.93 03/31/2021 0.06 0.05 0.07 0.08 0.13 0.27 0.71 1.12 1.45 06/30/2021 0.05 0.05 0.06 0.07 0.25 0.46 0.87 1.21 1.45 $10,000,000 $9,000,000 $8,000,000 $7,000,000 $6,000,000 $5,000,000 $4,000,000 $3,000,000 General Fund Cash Balances 2017 - 2021 January 1 January February March April May June July August September October November December -*-2017 -2018 12019 -2020 X2021 -75% reserve General Fund YTD YTD Percent of YTD YTD Percent of Receipts Budget Actual YTD Budget Disbursements Budget Actual YTD Budget Property Taxes $ 3,593,250 $ 3,773,390 105.0 % Mayor & Council $ 29,589 $ 26,724 90.3 Franchise & Other Taxes 119,575 57,526 48.1 y City Administration/City Clerk 661,483 525,942 79.5 T Licenses & permits 210,150 352,413 167.7 T Finance/Audit/Assessing 288,578 325,435 112.8 4 Intergovernmental Revenues 202,000 98,005 48.5 y Legal services 17,500 7,291 41.7 T Charges for Services 482,650 499,197 103.4 -D Planning and zoning 134,434 154,876 115.2 y Fines & Forfeits 20,800 22,698 109.1 Public safety 1,154,869 1,020,939 88.4 4 Solar Rebates 216,000 141,550 65.5 y Building inspector 233,179 208,768 89.5 4 Miscellaneous revenue 93,075 122,959 132.1 T Public works 1,058,923 809,863 76.5 T Streets & Alleys 647,347 357,892 55.3 T $4,937,500 $5,067,738 102.6 Recreation and Culture 161,322 168,010 104.1 4 Park Operations 544,505 472,362 86.8 4 Key Insurance 5,771 6,737 116.7 y T Varies more than 15% than budget positively y Varies more than 15% than budget negatively $ 4,937,500 $ 4,084,839 82.7 % T 4 Within 15% of budget City of Monticello Statement of Revenue and Expenditures - Budget and Actual - General Fund (Unaudited) For Six Months Ended June 30, 2021 Percent Received or Expended Budget Actual Variance - Based on Annual Thru Thru Favorable Budget Thru REVENUES Budget 6/30/2021 6/30/2021 Unfavorable 6/30/2021 Property Taxes $ 7,186,500 $ 3,593,250 $ 3,773,390 $ 180,140 105.01 % Franchise & Other Taxes 239,150 119,575 57,526 (62,049) (1) 48.11 Licenses & permits 420,300 210,150 352,413 142,263 (2) 167.70 Intergovernmental Revenues 404,000 202,000 98,005 (103,995) (3) 48.52 Charges for Services 965,300 482,650 499,197 16,547 103.43 Fines & Forfeits 41,600 20,800 22,698 1,898 109.13 Solar Rebates 432,000 216,000 141,550 (74,450) (4) 65.53 Miscellaneous 186,150 93,075 122,959 29,884 (5) 132.11 TOTAL REVENUES 9,875,000 4,937,500 5,067,738 130,238 102.64 EXPENDITURES BY DEPARTMENT GENERAL GOVERNMENT Mayor and Council 59,178 29,589 26,724 2,865 90.32 City Administration 956,408 478,204 372,203 106,001 (6) 77.83 City Clerk 128,960 64,480 54,714 9,766 84.85 Finance 458,156 229,078 205,570 23,508 89.74 Audit 44,000 22,000 44,797 (22,797) (7) 203.62 City Assessing 75,000 37,500 75,068 (37,568) (8) 200.18 Legal 35,000 17,500 7,291 10,209 (9) 41.66 Human Resources 139,054 69,527 57,995 11,532 83.41 Planning & Zoning 268,867 134,434 154,876 (20,442) 115.21 City Hall/Prairie Center Building 98,543 49,272 41,029 8,243 83.27 TOTAL GENERAL GOVERNMENT 2,263,166 1,131,584 1,040,268 91,316 91.93 PUBLIC SAFETY Law Enforcement 1,595,638 797,819 800,161 (2,342) 100.29 Fire & Rescue 637,257 318,629 181,500 137,129 (10) 56.96 Building Inspections 466,357 233,179 208,768 24,411 89.53 Emergency Response 6,000 3,000 9,208 (6,208) 306.94 Animal Control 56,842 28,421 23,576 4,845 82.95 National Guard 14,000 7,000 6,493 507 92.76 TOTAL PUBLIC SAFETY 2,776,094 1,388,048 1,229,707 158,341 88.59 PUBLIC WORKS Public Works Administration 243,340 121,670 106,663 15,007 87.67 Engineering 112,405 56,203 24,595 31,608 (11) 43.76 Public Works Inspections 169,632 84,816 36,858 47,958 (12) 43.46 Streets & Alleys 1,294,694 647,347 357,892 289,455 (13) 55.29 Ice & Snow 375,600 187,800 190,980 (3,180) 101.69 Shop & Garage 256,932 128,466 113,715 14,751 88.52 Street Lighting 237,000 118,500 91,863 26,637 (14) 77.52 Refuse Collection 722,936 361,468 245,188 116,280 15 67.83 TOTAL PUBLIC WORKS 3,412,539 1,706,270 1,167,755 538,515 68.44 RECREATION AND CULTURE Senior Center 106,363 53,182 52,267 915 98.28 Park Operations 1,061,609 530,805 465,625 65,180 87.72 Park Ballfields 27,400 13,700 6,737 6,963 49.18 Public Arts 57,500 28,750 31,776 (3,026) 110.53 Shade Tree 105,065 52,533 52,521 12 99.98 Library 53,714 26,857 31,446 4,589 117.09 TOTAL RECREATION AND CULTURE 1,411,651 705,827 640,372 65,455 90.73 Continued Insurance 11,550 5,771 6,737 (966) 116.74 TOTAL UNALLOCATED 11,550 5,771 6,737 (966) 116.74 ITOTAL EXPENDITURES 9,875,000 4,937,500 4,084,839 852,661 82.73 1 Excess (Deficiency) of Revenues over Expenditures $ - $ - $ 982,899 $ 982,899 Tax settlements are paid are received in July and December. Variances are typically related to timing of taxpayers making payments. Item Explanation of Items Percentaae Received/Expended Less than 80% or Greater than 120% and $ Variance Greater than $10.000. (1) The 2nd Quarter Franchise Fees have not yet been received by the City. (2) Building Permit Revenue is ahead of budget due to an increase in activity during the spring/summer months. (3) The Police and Fire Department State Aid is not received until September and October. (4) Some May and June Solar Credits have not been received, they are typically included with the Xcel billing, which invoices for the previous month. Variances are due to billing cycles. (5) Increase in fire lock boxes due to updated ordinance. (6) Solar Production expenditures are underbudget. (7) Audit expenditures are paid in full after audit is complete. (8) City Assessor contract is paid in full in June. (9) Legal expenditures are underbudget. (10) Wages, supplies, travel related items are all under budget. The Fire relief payment is not expensed until October. (11) Engineering Services are underbudget. (12) An Engineering Technician position is included in the budget, but the position was posted in June and has not yet been filled. (13) Wages, supplies, travel related items are all under budget. Street repair and Equipment repair and maintenance items are also under budget. (14) Repair and maintenance and operating supplies are under budget. (15) Have not received the May and June garbage and recycling invoices. Tax settlements are paid are received in July and December. Variances are typically related to timing of taxpayers making payments. Item Explanation of items Dercentaae received/expended less than 80% or areater than 120% and $ variance areater than $10.000. (1) Donations for Music on the Mississippi and the Power of Produce program. (2) Transfer in is recorded at year end and will be adjusted based on 2021 performance. (3) Expenditures are down due to the COVID-19 Capacity restrictions during 1st Quarter $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 Community Center Sales Comparison 2017 - 2021 $ City of Monticello, Minnesota c Q Statement of Revenue and Expenses Community Center Fund (Unaudited) For Six Months Ended June 30, 2021 Percent Received or Expended Actual Budget Actual Variance - Based on Thru Thru Thru Favorable Budget Thru 6/30/2020 6/30/2021 6/30/2021 (Unfavorable) 6/30/2021 REVENUES Property Taxes $ 208,500 $ 242,500 $ 242,500 $ - - % Charges for services 304,115 210,600 291,978 81,378 96.01 Special assessments - - - - - Rental of City Property - - - - - Miscellaneous 18,554 2,400 31,757 29,357 (1) 171.16 Transfer In - 162,500 162,500 (2) - TOTAL REVENUES 531,169 618,000 566,236 51,764 106.60 EXPENDITURES Personal services 413,785 370,356 367,276 3,080 88.76 Supplies 65,671 30,060 14,813 15,247 (3) 22.56 Other services and charges 153,787 209,084 137,808 71,276 89.61 Repairs 7,839 8,500 7,728 772 98.58 Capital outlay - - - - - Transfer Out - - - - - TOTAL EXPENDITURES 641,082 618,000 527,625 90,375 82.30 Excess (Deficiency) of Revenues over Expenditures (109,913) - 38,611 38,611 24.30 Tax settlements are paid are received in July and December. Variances are typically related to timing of taxpayers making payments. Item Explanation of items Dercentaae received/expended less than 80% or areater than 120% and $ variance areater than $10.000. (1) Donations for Music on the Mississippi and the Power of Produce program. (2) Transfer in is recorded at year end and will be adjusted based on 2021 performance. (3) Expenditures are down due to the COVID-19 Capacity restrictions during 1st Quarter $1,800,000 $1,600,000 $1,400,000 $1,200,000 $1,000,000 $800,000 $600,000 $400,000 $200,000 Community Center Sales Comparison 2017 - 2021 $ r - c Q -I--2017 X2018 +2019 X2020 (2021 o z� Oo��o�ed Tax settlements are paid are received in July and December. Variances are typically related to timing of taxpayers making payments. Item Explanation of items percentage received/expended less than 80% or greater than 120% and $ variance greater than $10,000. (1) Budgeted amount includes Land for resale, which have not occurred, and revenue from TIF Interfund loan, which will (2) The excess increment to be paid to the County is the largest line item in this variance, which is paid in 3rd Quarter. (3) Operating Transfers were made mid -year. City of Monticello, Minnesota Statement of Revenue and Expenses EDA Fund (Unaudited) For Six Months Ended June 30, 2021 Percent Received or Expended Actual Budget Actual Variance - Based on Thru Thru Thru Favorable Budget Thru 6/30/2020 6/30/2021 6/30/2021 Unfavorable 6/30/2021 REVENUES Property Taxes $ 181,074 $ 183,150 $ 189,454 $ 6,304 104.63 % Tax Increments 363,170 308,672 379,791 71,119 104.58 Special assessments - - - - - Rental of City Property - - - - - Miscellaneous 4,388 103,678 18,232 (85,446) (1) 415.50 Operating Transfer In - - - - TOTAL REVENUES 548,632 595,500 587,476 8,024 107.08 EXPENDITURES Personal services 60,622 68,799 58,890 9,908 97.14 Supplies - 100 - 100 - Other services and charges 1,081,534 144,940 46,546 98,394 (2) 4.30 Capital outlay - - - - - TIF Payback Installments 2,158 95,162 - 95,162 Operating Transfer Out 200,000 100,000 200,000 100,000 (3) - TOTAL EXPENDITURES 1,344,314 409,000 305,436 103,564 22.72 Excess (Deficiency) of Revenues over Expenditures (795,683) 186,500 282,041 95,541 84.36 Tax settlements are paid are received in July and December. Variances are typically related to timing of taxpayers making payments. Item Explanation of items percentage received/expended less than 80% or greater than 120% and $ variance greater than $10,000. (1) Budgeted amount includes Land for resale, which have not occurred, and revenue from TIF Interfund loan, which will (2) The excess increment to be paid to the County is the largest line item in this variance, which is paid in 3rd Quarter. (3) Operating Transfers were made mid -year. Item Explanation of items percentage received/expended less than 80% or greater than 120% and $ variance greater than $10,000. (1) Increased drops to new customers. $2,000,000 $1,500,000 $1,000,000 $500,000 $(500,000) c F FiberNet Sales Comparison 2017 - 2021 *Sales are recorded on a cash basis when the revenue is received from Arvig X. �eQ O moo, Oma --1--2017 ♦2018 ♦2019 X2020 (2021 City of Monticello, Minnesota Statement of Revenue and Expenses FiberNet Fund (Unaudited) For Six Months Ended June 30, 2021 Variance - Percent Favorable Received or (Unfavorable) Expended Annual Actual Actual Based on Based on Budget Thru Thru Year to Year Actual Thru 12/31/2021 6/30/2020 6/30/2021 Actuals 6/30/2021 REVENUES Sale of Goods $ - $ - $ - $ - - % Charges for services 1,863,000 755,923 797,176 41,253 105.46 Special assessments - - - - - Miscellaneous 2,000 2,500 1,596 (904) 63.84 Contributed Capital - - - - - Operating Transfers - - - - N/A TOTAL REVENUES 1,865,000 758,423 798,772 40,349 105.32 EXPENDITURES Personal services 6,300 100 1,980 (1,880) - Supplies 100,000 31,110 48,794 (17,685) (1) 156.85 Other services and charges 1,589,700 520,617 495,270 25,347 95.13 Deprecation - - - - - Capital outlay 333,000 Operating Transfers - - - - - TOTAL EXPENDITURES 2,029,000 551,827 546,045 5,782 98.95 Excess (Deficiency) of Revenues over Expenditures (164,000) 206,596 252,727 46,131 6.37 Item Explanation of items percentage received/expended less than 80% or greater than 120% and $ variance greater than $10,000. (1) Increased drops to new customers. $2,000,000 $1,500,000 $1,000,000 $500,000 $(500,000) c F FiberNet Sales Comparison 2017 - 2021 *Sales are recorded on a cash basis when the revenue is received from Arvig X. �eQ O moo, Oma --1--2017 ♦2018 ♦2019 X2020 (2021 S� CITY OF Monticello HI -WAY LIQUORS Summary through June 2021 In June 2021, the liquor store had sales of $630,974, which is 3.8% lower than June of 2020, but is 7.3% higher than June of 2019. Year-to-date sales are $242,274 (6.7%) lower than 2020 and $457,092 (15.6%) higher than 2019. Please see the following graphs for more detail. Hi -Way Liquors Sales Report 6/30/2021 Total Sales Month 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 CYM-LYM Y -T -D Jan $ 302,114.52 $ 328,004.13 $ 355,029.76 $ 380,425.45 $ 364,675.32 $ 355,750.18 $ 403,500.92 $ 413,169.20 $ 453,883.47 $ 513,509.06 13.1% 13.1% Feb 307,385.41 337,463.99 333,487.18 347,777.77 362,746.98 364,836.39 390,050.52 408,769.22 445,332.30 486,790.45 9.3% 9.3% Mar 386,115.21 404,531.17 377,031.62 388,003.16 401,206.91 416,605.50 473,811.33 477,467.15 663,855.30 526,375.13 -20.7% -20.7% Apr 345,371.09 388,395.50 386,050.82 417,855.89 427,879.44 446,041.63 467,192.12 489,072.87 631,721.78 593,776.15 -6.0% -6.0% May 433,829.01 436,195.21 498,095.67 523,401.05 482,917.95 503,867.81 549,206.70 560,332.38 785,494.64 642,688.10 -18.2% -18.2% Jun 461,423.68 440,255.04 426,392.73 474,203.81 470,585.33 521,559.76 561,287.34 588,209.75 656,099.21 630,973.74 -3.8% -3.8% Jul 447,452.18 485,459.76 479,174.06 542,973.27 527,519.46 563,935.31 571,270.49 620,426.16 660,202.41 - -100.0% -100.0% Aug 445,158.94 503,181.84 484,955.71 470,505.22 462,669.36 497,201.21 544,029.21 602,951.70 597,700.58 -100.0% -100.0% Sep 390,399.33 379,381.19 397,495.82 439,444.29 448,218.93 501,126.67 481,663.70 496,193.64 553,001.20 -100.0% -100.0% Oct 372,676.23 396,328.87 409,967.74 460,096.82 454,442.30 461,549.38 467,600.32 501,342.95 605,830.73 -100.0% -100.0% Nov 421,960.12 424,038.37 465,299.53 474,241.74 444,533.08 495,519.24 527,900.06 562,628.37 589,588.61 -100.0% -100.0% Dec 527,865.36 518,379.58 549,200.76 569,707.38 605,509.16 629,143.57 652,695.25 656,366.61 765,163.32 -100.0% -100.0% Total $ 4,841,751.08 $ 5,041,614.65 $ 5,162,181.40 $ 5,488,635.85 $ 5,452,904.22 $ 5,757,136.65 $ 6,090,207.96 $ 6,376,930.00 $ 7,407,873.55 $ 3,394,112.63 Change $ 192,849.55 $ 199,863.57 $ 120,566.75 $ 326,454.45 $ (35,731.63) $ 304,232.43 $ 333,071.31 $ 286,722.04 $ 1,030,943.55 $ (4,013,760.92) Change % 4.1% 4.1% 2.4% 6.3% -0.7% 5.6% 5.8% 4.7% 16.2% -54.2% $900,000 $800,000 $700,000 $600,000 $500,000 $400,000 $300,000 $200,000 $100,000 Jan Feb Monthly Hi -Way Sales Mar Apr May Jun Jul Aug Sep Oct Nov Dec ■ 2012 ■ 2013 ■ 2014 ■ 2015 ■ 2016 ■ 2017 ■ 2018 ■ 2019 ■ 2020 ■2021 Hi -Way Liquors Sales Report 6/30/2021 Beer Month 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 CYM-LYM Y -T -D Jan $ 149,406.45 $ 160,903.32 $ 173,814.13 $ 191,370.26 $ 176,483.68 $ 174,846.99 $ 198,202.11 $ 197,270.15 $ 221,209.18 $ 256,155.31 15.8% 15.8% Feb 150,589.28 162,865.75 161,168.63 164,508.11 175,055.27 179,346.12 187,042.58 196,211.84 222,640.46 236,816.07 7.6% 6.4% Mar 203,957.25 192,607.52 185,325.68 192,955.79 199,141.66 208,926.70 233,971.24 232,963.84 332,798.19 270,180.15 -26.8% -18.8% Apr 179,486.77 186,134.31 198,195.77 219,756.39 228,133.10 234,069.51 224,348.27 244,892.28 323,605.96 295,780.91 -12.4% -8.6% May 227,664.73 234,738.30 256,188.77 259,306.91 250,403.11 262,275.25 306,245.55 304,724.08 436,582.76 357,021.80 -26.0% -18.2% Jun 259,671.21 243,389.79 238,322.11 263,421.95 263,264.15 296,531.85 309,163.93 335,878.00 378,351.43 362,726.43 -5.1% -4.1% Jul 253,648.64 273,319.54 265,555.32 301,867.65 296,513.68 315,848.83 314,343.95 352,522.92 380,390.43 -121.0% -100.0% Aug 242,179.20 281,577.25 267,802.95 253,141.21 250,255.41 268,173.42 292,626.23 335,258.06 331,928.29 -113.4% -100.0% Sep 208,974.88 202,213.80 211,854.94 233,215.56 238,333.55 270,898.13 257,557.44 262,477.64 298,017.83 -115.7% -100.0% Oct 187,386.57 191,764.20 210,454.13 234,882.09 224,253.93 228,484.62 230,112.85 246,829.33 304,015.53 -132.1% -100.0% Nov 195,276.37 192,162.71 202,081.91 207,055.40 213,333.23 222,993.99 238,870.03 259,282.44 273,386.17 -114.4% -100.0% Dec 224,952.83 217,491.21 234,178.12 241,996.27 253,223.11 271,457.72 281,924.05 283,831.51 335,985.52 -119.2% -100.0% Total $ 2,483,194.18 $ 2,539,167.70 $ 2,604,942.46 $ 2,763,477.59 $ 2,768,393.88 $ 2,933,853.13 $ 3,074,408.23 $ 3,252,142.09 $ 3,838,911.75 $ 1,778,680.67 Change $ 154,459.22 $ 55,973.52 $ 65,774.76 $ 158,535.13 $ 4,916.29 $ 165,459.25 $ 140,555.10 $ 177,733.86 $ 586,769.66 $ (2,060,231.08) Change % 6.6% 2.3% 2.6% 6.1% 0.2% 6.0% 4.8% 5.8% 18.0% -53.7% Monthly Beer Sales 02012 $500,000 02013 $450,000 02014 $400,000 02015 $350,000 02016 $300,000 m2017 $250,000 m2018 $200,000 - 2019 $150,000 - m 2020 $100,000 ■2021 $50P00 $- Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Hi -Way Liquors Sales Report 6/30/2021 Liquor Month 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 CYM-LYM Y -T -D Jan $ 93,085.69 $ 103,977.89 $ 113,943.25 $ 118,577.85 $ 118,211.20 $ 114,509.99 $ 133,589.33 $ 142,171.51 $ 156,618.77 $ 171,764.88 9.7% 9.7% Feb 92,489.93 106,387.16 107,609.55 112,198.85 113,060.59 117,361.15 128,952.50 142,327.58 148,178.03 165,259.67 11.5% 11.5% Mar 112,244.43 124,487.55 116,316.49 118,269.49 118,839.79 131,238.09 151,716.52 159,432.14 222,258.49 171,629.15 -22.8% -22.8% Apr 98,080.67 113,594.37 115,579.47 123,841.34 126,073.89 130,114.53 136,883.13 147,197.73 193,843.09 182,841.90 -5.7% -5.7% May 114,299.35 127,622.31 135,370.38 140,116.66 129,009.36 142,237.28 160,936.65 170,109.40 238,076.67 197,727.92 -16.9% -16.9% Jun 128,604.32 124,019.90 120,291.71 136,716.81 135,763.26 147,813.59 168,769.36 166,679.78 190,517.50 183,798.36 -3.5% -3.5% Jul 123,672.73 139,270.04 139,967.77 155,436.54 150,173.35 160,220.37 170,108.99 178,157.56 192,891.98 -100.0% -100.0% Aug 126,065.14 141,197.73 138,660.76 136,440.40 135,841.14 144,263.78 164,013.08 180,017.57 178,691.20 -100.0% -100.0% Sep 109,153.56 107,605.71 115,119.19 129,195.42 130,101.01 143,252.37 147,649.35 153,415.28 168,453.24 -100.0% -100.0% Oct 106,326.73 116,677.74 124,271.15 140,198.97 128,290.50 145,864.34 150,852.02 161,850.02 196,727.06 -100.0% -100.0% Nov 120,127.29 126,412.24 134,241.85 132,261.11 134,208.12 149,468.96 167,360.12 181,489.37 190,007.13 -100.0% -100.0% Dec 172,370.96 175,523.36 184,746.26 190,944.24 205,335.83 213,217.73 229,121.92 236,248.55 274,808.82 -100.0% -100.0% Total $ 1,396,520.80 $ 1,506,776.00 $ 1,546,117.83 $ 1,634,197.68 $ 1,624,908.04 $ 1,739,562.18 $ 1,909,952.97 $ 2,019,096.49 $ 2,351,071.98 $ 1,073,021.88 Change $ 53,411.82 $ 110,255.21 $ 39,341.83 $ 88,079.85 $ (9,289.64) $ 114,654.14 $ 170,390.79 $ 109,143.52 $ 331,975.49 $ (1,278,050.10) Change% 4.0% 7.9% 2.6% 5.7% -0.6% 7.1% 9.8% 5.7% 16.4% -54.4% Monthly Liquor Sales X20,2 $300,000 ■ 2013 m2014 $250,000 i ■ 201.i $200,000 ■ 2016 2017 $150,000- - ■2018 '1 r ■ 2019 S1oo,o00 k4k-tf. ■2020 82021 $sop00fil - Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Hi -Way Liquors Sales Report 6/30/2021 Wine Month 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 CYM-LYM Y -T -D Jan $ 50,238.83 $ 54,949.83 $ 59,391.16 $ 61,128.65 $ 60,454.56 $ 57,275.16 $ 60,047.20 $ 61,183.52 $ 62,895.50 $ 70,478.45 12.1% 12.1% Feb 54,642.27 60,573.12 57,228.51 62,600.47 64,797.38 58,664.45 62,027.36 58,391.94 61,207.21 68,862.51 12.5% 12.5% Mar 57,735.22 77,810.58 66,425.24 67,121.51 71,840.82 64,286.75 74,221.20 70,209.75 91,704.66 67,769.17 -26.1% -26.1% Apr 57,973.74 79,736.19 63,101.05 63,285.56 61,268.24 69,415.79 93,299.96 83,324.61 96,264.97 97,120.74 0.9% 0.9% May 78,740.40 62,491.07 92,083.62 109,512.94 87,333.35 82,724.29 61,684.97 67,148.30 84,611.53 64,706.17 -23.5% -23.5% Jun 56,607.74 59,523.15 54,270.56 59,036.14 54,889.39 58,623.08 61,777.09 62,727.56 62,892.81 58,249.83 -7.4% -7.4% Jul 54,467.20 57,115.44 57,743.98 66,029.11 60,750.62 64,034.24 64,494.29 64,596.65 62,399.50 -100.0% -100.0% Aug 61,825.30 64,057.61 62,446.04 63,546.01 60,015.78 66,304.12 67,701.51 64,188.91 64,865.71 -100.0% -100.0% Sep 60,317.17 59,121.12 59,409.30 62,210.27 65,294.31 68,220.79 59,923.84 62,984.34 67,867.49 -100.0% -100.0% Oct 66,423.82 75,606.28 63,659.41 70,038.32 89,005.29 70,516.61 70,894.54 77,535.39 86,852.18 -100.0% -100.0% Nov 97,249.52 96,824.40 117,402.23 122,947.90 83,896.45 109,969.88 107,567.02 105,744.41 110,227.26 -100.0% -100.0% Dec 116,610.70 113,008.24 115,617.50 120,274.96 129,536.28 124,115.79 120,746.12 115,969.12 130,324.38 -100.0% -100.0% Total $ 812,831.91 $ 860,817.03 $ 868,778.60 $ 927,731.84 $ 889,082.47 $ 894,150.95 $ 904,385.10 $ 894,004.50 $ 982,113.20 $ 427,186.87 Change $ 63,924.14 $ 47,985.12 $ 7,961.57 $ 58,953.24 $ (38,649.37) $ 5,068.48 $ 10,234.15 $ (10,380.60) $ 88,108.70 $ (554,926.33) Change% 8.5% 5.9% 0.9% 6.8% -4.2% 0.6% 1.1% -1.1% 9.9% -56.5% Monthly Wine Sales ■ 2012 $140,000 ■ 2013 $120,000 ■ 2014 ■ 2015 $100,000 ■ 2016 $80,000 ' ■ 2017 ■ 2018 $60,000 - - E2019 $40000 ■ 2020 E2021 $20,000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec S� CITY OF Monticello COMMUNITY CENTER Operations All areas of the facility are currently open. Reservations are available for fitness classes, supervised play and pickleball. Reservations secure a spot in those amenities/classes. As of June 30 Active members: 2,734 Freeze memberships: 14 accounts Programs The Farmers Market Power of Produce Kids Club began Thursday, July 8. 222 kids signed up in the first 2 weeks. The market operates on Thursdays in the library parking lot, 3:30-7:00 p.m. Music on the Mississippi continues Wednesday evenings in West Bridge Park, 6:00-8:00 p.m. Sponsors include Liberty Bank, Monticello Lions, Galindo Real Estate Group and All Elements. The first concert with Sweet Siren had 350 people in attendance. Movies in the Park continue with the second movie of the season on July 16. Riverside Students volunteered and helped with set-up, concessions and tear -down. Movies in the Park at Pioneer Park are sponsored by TDS. The next and final movie of the season is Friday, August 13 — Karate Kid. The Father Daughter Dance is scheduled for Tuesday, August 10 at Ellison Park. This fun event will feature a professional photographer, dancing and an ice cream truck. Registration is open now on www.monticellocommunitycenter.com Pool Update This Summer we have made Wednesdays Group Rental days in the pool. Local daycare centers have been reserving either the morning or afternoon sessions time block to bring in their students. This scheduling has been successful and hopefully can continue next season. With the shortage of Lifeguards and Swimming Instructors the Community Center will be offering certifications in Shallow Water Lifeguarding and Water Safety Instructor in August. These sessions will be used as a recruiting tool to rebuild pool staff. Rentals Park and Room Rentals continue to increase. Two wedding receptions took place in July. Renters are booking multiple day rentals and conferences are starting to come back. CITY OF Monticello Utilities Utility activities: • Carefully monitoring ground water levels in all City wells to ensure we can continue to provide water at our current demand. • Strictly enforcing the City's watering regulations to comply with MN DNR's notification to the City, with an attempt to decrease demand. • Working on our seasonal sewer jetting. • Fire hydrant maintenance. • Working with contractors on the water and sewer inspections of our growing community.