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City Council Agenda Packet 09-23-2025
1. Agenda Documents Documents: 09-23-24 AGENDA.PDF 2024-9-9 MINUTES CC (DRAFT).PDF 2A PAYMENT OF BILLS.PDF 2B NEW HIRES AND DEPARTURES.PDF 2C PROPERTY.PDF 2D DONATIONS.PDF 2E TRUTH IN TAXATION HEARING 2024.PDF 2F CHAMBER GAMBLING PERMIT.PDF 2G WENDYS CUP.PDF 2H ZONING ORDINANCE ENFORCEMENT.PDF 21 DOWNTOWN ROADWAY PEDESTRIAN IMPROVEMENT PH.PDF 2J BROADWAY EAST - 7TH STREET SET PH.PDF 2K DOWNTOWN UNDERGROUNDING.PDF 4A 2025 HRA PRELIMINARY LEVY.PDF 4B 2025 CITY PRELIMINARY LEVY.PDF 1.1. Presentation Documents: PRELIMINARY LEVY PRESENTATION - 9.23.24.PDF AGENDA REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, September 23, 2024 Mississippi Room, Monticello Community Center CITY COUNCIL WORKSHOP (Academy Room) 4:30 p.m. Downtown Easement/Access Discussion 5:00 p.m. Data Centers (North Mississippi Room) Mayor: Lloyd Hilgart Council Members: Charlotte Gabler, Tracy Hinz, Lee Martie, Sam Murdoff 1. General Business A. Call to Order & Pledge of Allegiance B. Approval of Agenda — Councilmembers or the City Administrator may add items to the agenda for discussion purposes or approval. The City Council may or may not take official action on items added to the agenda. C. Approval of Meeting Minutes • Regular Meeting Minutes from September 9, 2024 D. Citizen Comments — Individuals may address the City Council about any item not contained on the agenda. Each speaker will be allotted three minutes with a maximum of five speakers. The Mayor may allow for additional time and/or speakers. The City Council generally takes no official action of items discussed, except for referral to staff for future report. E. Public Service Announcements/Updates • Last Farmers Market • Vacancy on Planning Commission • Absentee Voting F. Council Liaison Update • Economic Development Authority (EDA) • Library Board G. Department Updates • 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 2024-88 accepting a $1,500 donation from Cargill for the Monticello Community Center Romp and Stomp and $3,200 from Hi -Way Liquors fundraiser for the Fire Department Consideration of setting Truth -In -Taxation Public Hearing for December 9, 2024 Consideration of approving an application for a temporary charitable gambling permit for a raffle to be conducted by the Monticello Chamber of Commerce for their annual banquet on December 6, 2024 G. Consideration of approving an amendment to a Conditional Use Permit for a Planned Unit Development for a restaurant as a principal use and drive-thru services as an accessory use in a B-4, Regional Business zoning district. Applicant: HAZA Foods (Wendy's) H. Consideration of adopting Ordinance amending the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.124— Enforcement. Applicant: City of Monticello Consideration of adopting Resolution 2024-89 declaring costs to be assessed, ordering preparation of assessment roll and calling for an assessment hearing on October 28, 2024, to adopt assessments for the Downtown Roadway & Pedestrian Project Consideration of adopting Resolution 2024-90 declaring costs to be assessed, ordering preparation of assessment roll and calling for an assessment hearing on October 28, 2024, to adopt assessments for Broadway Street and E. 7th Street Project K. Consideration of approving a change order with Olson and Sons Electric for $16,843 for work related to the undergrounding of electric utilities for the Downtown Roadway and Pedestrian Improvements Project 2A. Consideration of items removed from the consent agenda for discussion 3. Public Hearings 4. Regular Agenda A. Consideration of adopting Resolution 2024-91 approving City of Monticello Economic Development Authority special benefit levy and accepting preliminary EDA 2025 Budget B. Consideration of adopting Resolution 2024-92 setting the 2025 City of Monticello Preliminary Tax Levy 5. Adjournment REGULAR MEETING — MONTICELLO CITY COUNCIL Monday, September 9, 2024 — 6:30 p.m. Mississippi Room, Monticello Community Center Present: Lloyd Hilgart, Tracy Hinz, Charlotte Gabler, Lee Martie, and Sam Murdoff Absent: None 1. General Business A. Call to Order & Pledge of Allegiance Mayor Hilgart called the meeting to order at 6:30 p.m. B. Approval of Agenda Councilmember Martie moved approval of the agenda. Councilmember Hinz seconded the motion. Motion carried unanimously. C. Approval of Meeting Minutes • Special Meeting Minutes from August 26, 2024 • Regular Meeting Minutes from August 26, 2024 Councilmember Gabler moved approval of the minutes. Councilmember Martie seconded the motion. Motion carried unanimously. D. Citizen Comments None. E. Public Service Announcements • Jennifer Schreiber, City Clerk, commented on absentee voting that will commence on September 20, 2024, for the November 5, 2024 General Election. F. Council Liaison Updates • Industrial & Economic Development Committee (IEDC) —Jim Thares, Economic Development Manager, gave an update of the meeting held September 3, 2024. The meeting included a presentation from Ron Hackenmueller, Chief Building Official, on activities over the past year, including building permit and development trends. • Planning Commission — Councilmember Gabler gave an update of the meeting held on September 3, 2024. The Commission took action on an amendment to Wendy's CUP, zoning amendments regarding enforcement, City Council Minutes: September 9, 2024 Page 1 1 4 and an ordinance regarding tree canopies. There was also discussion and acceptance of the 2024 Housing Workshop Summary. G. Department Updates • Senior Center Update — Pam Loidolt, Senior Center Director, presented an annual update for the Monticello Senior Center. • Construction Update — Matt Leonard, Public Works Director/City Engineer, gave an update on current construction projects. 2. Consent Agenda: Councilmember Murdoff moved approval of the Consent Agenda excluding item G. Councilmember Hinz seconded the motion. Motion carried unanimously. A. Consideration of approving the payment of bills. Action taken: Approved the bill and purchase card registers for a total of $763,542.10. B. Consideration of approving new hires and departures for City departments. Action taken: Approved the hires for MCC and terminations for MCC and Parks. C. Consideration of approving the sale/disposal of surplus city property. Action taken: No report this cycle. D. Consideration of adopting Resolution 2024-80 revising the list of judges for Absentee Ballot Board for the November 5, 2024, General Election. Action taken: Adopted Resolution 2024-80 approving the Absentee Ballot Board. E. Consideration of approving a contract with Silver Creek Township for 2025-2027 fire protection services. Action taken: Approved the contract with Silver Creek Township. F. Consideration of adopting Resolution 2024-81 approving the Final Plat and Development Agreement for Big River 445 Second Addition and adopting Resolution 2024-82 approving assessments pursuant to the Development Contract of Big River Second Addition. Applicant: John Johannson, Big River 445, LLC. Action taken: Adopted Resolution 2024-81 approving the final plat of Big River 445 Second Addition and Development Contract for Big River 445 Second Addition, based on findings in said resolution and subject to the conditions in Exhibit Z, and further authorizing the Mayor and City Administrator to negotiate and specify final changes or amendments necessary to more fully execute the intention of the City Council with respect to the proposed project; and adopted Resolution 2024-82 adopting assessments pursuant to the Development Contract of Big River Second Addition. City Council Minutes: September 9, 2024 Page 2 1 4 G. Consideration of accepting ownership of the emergency sirens within the city limits of Monticello. Action taken: ITEM WAS REMOVED FROM THE CONSENT AGENDA. H. Consideration of adopting Resolution 2024-83 petitioning for the dissolution of the Monticello -Big Lake Hospital District to facilitate the property transaction with CentraCare Health Systems. Action taken: Adopted Resolution 2024-83 petitioning for the dissolution of the Monticello -Big Lake Hospital District. Consideration of adopting Resolution 2024-84 restricting on -street parking on School Boulevard from Highway 25 to Country Lane. Action taken: Adopted Resolution 2024-84 restricting parking. Consideration of adopting Resolution 2024-85 accepting improvements and authorizing final payment of $37,966.38 to Design Electric, Inc. for the Flashing Yellow Arrow (FYA) Upgrades Project. Action taken: Adopted Resolution 2024- 85 accepting final payment to Design Electric, Inc. K. Consideration of adopting Resolution 2024-86 accepting improvements and authorizing final payment of $43,081.52 to New Look Contracting, Inc. for the School Boulevard Safe Routes to School (SRTS) Project. Action taken: Adopted Resolution 2024-86 accepting final payment to New Look Contracting, Inc. 2A. Consideration of items removed from the consent agenda for discussion G. Consideration of accepting ownership of the emergency sirens within the city limits of Monticello Councilmember Murdoff removed the item and expressed his concern that the sirens are not needed. They have their purpose, but they offer little benefit. He added that he doesn't see the benefit of the expense. Councilmember Gabler moved to adopt Resolution 2024-87 accepting the donation and ownership of emergency sirens. Councilmember Martie seconded the motion. Motion carried 4-1; Councilmember Murdoff voted against for concerns listed above. 3. Public Hearings 4. Regular Agenda 4A. Consideration of approving the replacement of West Bridge Park plavRround equipment for $651,946.99 through the Sourcewell cooperative purchasing contract and a related transfer of $402,000 from the Deputv Registrar Fund to the Park & Pathwav Fund City Council Minutes: September 9, 2024 Page 3 1 4 Tom Pawelk, Parks & Recreation Director, presented the item. Mr. Pawelk gave a brief overview of the history of the project and the process to obtain the final decision on the proposed equipment. To fund the project, Mr. Pawelk noted that the Monticello Lions have pledged or committed $250,000 toward the project and that funds will also be transferred from the DMV. Mayor Hilgart and City Council thanked the Monticello Lions for their donation. They also expressed their support for the project. There was no further discussion. Councilmember Murdoff moved approval of the replacement of playground equipment for $651,946.99 and a related transfer of $402,000 from the Deputy Registrar Fund to the Park & Pathway Fund. Councilmember Martie seconded the motion. Motion carried unanimously. 5. Adiournment: The meeting was adjourned at 7:24 p.m. Recorder: Jennifer Schreiber Attest: City Administrator City Council Minutes: September 9, 2024 Page 4 1 4 City Council Agenda: 9/23/2024 2A. Consideration of approving payment of bills Prepared by: Finance Director Reviewed by: N/A ACTION REQUESTED Meeting Date 9/23/2024 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to approve the bill and purchase card registers for a total amount of $1,906,645.92. 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 Checks by Date - Summary by Check Date User: debbie.gulbrandson Printed: 9/16/2024 3:13 PM ( :I1 Of • MontiCe-0 Check No Vendor No Vendor Name Check Date Check Amount ACH 1426 CITY OF MONTICELLO 09/15/2024 12,911.04 ACH 1565 WELLS FARGO CORP TRUST SERVICE 09/15/2024 500,000.00 ACH 2282 MRI SOFTWARE 09/15/2024 696.00 ACH 2405 WELLS FARGO - Monthly Charges/Returt 09/15/2024 19,230.08 ACH 2438 VANCO SERVICES LLC 09/15/2024 115.32 ACH 2811 US BANK CORPORATE PMT SYSTEM 09/15/2024 124,045.02 ACH 3241 LINCOLN FINANCIAL GROUP 09/15/2024 3,400.23 ACH 3679 SUPERIOR PRESS 09/15/2024 312.46 ACH 4263 CAYAN 09/15/2024 1,712.36 ACH 5147 MN PEIP 09/15/2024 53,851.68 ACH 6041 HEALTHEQUITY INC 09/15/2024 566.60 Total for 9/15/2024: 716,840.79 Report Total (I I checks): 716,840.79 The preceding list of bills payable was reviewed and approved for payment. Date: 9/23/2024 Approved by: AP Checks by Date - Summary by Check Date (9/16/2024 3:13 PM) Page 1 Accounts Payable Checks by Date - Summary by Check Date User: debbie.gulbrandson Printed: 9/18/2024 4:22 PM � MontiTY ce-o Check No Vendor No Vendor Name Check Date Check Amount ACH 1039 AQUA LOGIC INC 09/24/2024 3,401.47 ACH 1062 BEAUDRY OIL COMPANY 09/24/2024 2,971.41 ACH 1065 BELLBOY CORPORATION 09/24/2024 7,781.80 ACH 1074 BOLTON AND MENK INC 09/24/2024 41,648.00 ACH 1079 BOYER TRUCKS - ST MICHAEL 09/24/2024 119.06 ACH 1083 BRAUN INTERTEC CORPORATION 09/24/2024 240.50 ACH 1091 CAMPBELL KNUTSON PA 09/24/2024 1,714.00 ACH 1106 CENTRAL MCGOWAN INC 09/24/2024 78.00 ACH 1129 DAHLHEIMER BEVERAGE LLC 09/24/2024 65,245.33 ACH 1153 ECM PUBLISHERS INC 09/24/2024 177.25 ACH 1187 FORCE AMERICA DISTRIBUTING LLC 09/24/2024 785.91 ACH 1223 HAWKINS INC 09/24/2024 1,731.94 ACH 1377 MONTICELLO SENIOR CENTER 09/24/2024 5,625.00 ACH 1390 MTI DISTRIBUTING INC 09/24/2024 1,063.87 ACH 1411 OLSON & SONS ELECTRIC INC 09/24/2024 17,361.49 ACH 1413 GOPHER STATE ONE CALL INC 09/24/2024 240.30 ACH 1417 OSC OXYGEN SERVICE COMPANY 09/24/2024 113.82 ACH 1470 RUSSELL SECURITY RESOURCE INC 09/24/2024 2,448.00 ACH 1518 TDS TELECOM 09/24/2024 344.00 ACH 1537 UHL COMPANY INC 09/24/2024 1,193.00 ACH 1552 VIKING COCA COLA BOTTLING CO 09/24/2024 511.10 ACH 1561 WATER LABORATORIES INC 09/24/2024 288.00 ACH 1567 WES OLSON ELECTRIC LLC 09/24/2024 2,162.00 ACH 1572 THE WINE COMPANY 09/24/2024 913.00 ACH 1577 WRIGHT CO AUDITOR-TREAS - ACH 09/24/2024 197,842.52 ACH 1584 WSB & ASSOCIATES INC 09/24/2024 19,785.50 ACH 1684 VINOCOPIA 09/24/2024 1,192.75 ACH 1726 MARCO TECHNOLOGIES 09/24/2024 1,410.87 ACH 2154 FEDERATED CO-OPS INC 09/24/2024 89.34 ACH 2273 FIBERNET MONTICELLO - ACH 09/24/2024 5,831.59 ACH 2852 JEFFREY JOHNSON 09/24/2024 499.11 ACH 2928 NUSS TRUCK AND EQUIPMENT 09/24/2024 360.97 ACH 3762 GARRETTS DIAMOND CITY BREAD 09/24/2024 113.00 ACH 4191 ELK RIVER GREENHOUSE LLC 09/24/2024 527.00 ACH 4502 ARVIG 09/24/2024 9,801.83 ACH 4646 CAPITOL BEVERAGE SALES L.P. 09/24/2024 11,268.37 ACH 4832 TIFCO INDUSTRIES, INC. 09/24/2024 719.71 ACH 4962 RENGEL PRINTING COMPANY, INC 09/24/2024 302.60 ACH 5201 DICK FAMILY, INC. 09/24/2024 1,817.35 ACH 5211 RANDI O'KEEFE KRIER 09/24/2024 1,946.88 ACH 5426 NOVEL SOLAR TWO LLC 09/24/2024 35,688.99 ACH 5585 SBRK FINANCE HOLDINGS INC 09/24/2024 79.00 ACH 5586 MOOSE LAKE BREWING CO. 09/24/2024 156.00 ACH 6032 CROSS CUT PROPERTY SERVICES 09/24/2024 3,770.00 ACH 6100 MATTHEW STAHLMANN-MOSHER 09/24/2024 60.00 ACH 6251 STEPHEN W GRITTMAN 09/24/2024 10,268.00 ACH 6285 NOKOMIS ENERGY LLC 09/24/2024 15,031.53 AP Checks by Date - Summary by Check Date (9/18/2024 4:22 PM) Page 1 Check No Vendor No Vendor Name Check Date Check Amount ACH 6300 NOVEL SOLAR ONE LLC 09/24/2024 6,408.92 ACH 6301 NOVEL SOLAR FIVE LLC 09/24/2024 286.11 ACH 6306 STONEBROOKE ENGINEERING INC 09/24/2024 12,024.90 ACH 6327 VICKI LEERHOFF 09/24/2024 58.00 ACH 6476 PIPER HOLMSTROM 09/24/2024 50.00 129032 5660 ABSOLUTE PRINT GRAPHICS 09/24/2024 1,637.00 129033 5948 AE2 - ADVANCED ELEMENTS, INC. 09/24/2024 94,569.03 129034 4928 AMERICAN LEGAL PUBLISHING COR 09/24/2024 500.00 129035 3491 ARTISAN BEER COMPANY 09/24/2024 288.50 129036 1067 BERNICK'S 09/24/2024 3,585.62 129037 6235 BJ BASS CONSTRUCTION 09/24/2024 769.15 129038 4328 BREAKT14RU BEVERAGE MN WINE & 09/24/2024 4,401.59 129039 5776 BRIGHT PEST SOLUTIONS LLC 09/24/2024 220.00 129040 4861 CORE & MAIN LP 09/24/2024 127.00 129041 2440 DESIGN ELECTRIC INC 09/24/2024 2,181.44 129042 4010 MARILYN DIRKSWAGER 09/24/2024 335.00 129043 1205 GRAINGER INC 09/24/2024 71.79 129044 1641 H & L MESABI COMPANY 09/24/2024 340.40 129045 6478 HOLKER FARMS INC 09/24/2024 800.00 129046 6375 THE HOME CITY ICE COMPANY 09/24/2024 1,440.45 129047 6477 INNOVATIVE BUILDING & DESIGN LL 09/24/2024 97.50 129048 3971 INTL UNION OF OPER ENGINEERS LO 09/24/2024 23,600.00 129049 1263 JOHNSON BROTHERS LIQUOR CO. 09/24/2024 16,226.31 129050 5687 JOHNSON CONTROLS US HOLDINGS 1 09/24/2024 77,226.79 129051 5974 JOTL PROPERTIES, LLC 09/24/2024 1,560.60 129052 6248 JP BROOKS 09/24/2024 2,000.00 129053 1290 LEAGUE OF MINNESOTA CITIES 09/24/2024 5,271.00 129054 6481 LGI HOMES - MINNESOTA LLC 09/24/2024 37,650.00 129055 1297 LOCATORS & SUPPLIES INC 09/24/2024 119.04 129056 3933 CHARLES LONG 09/24/2024 440.00 129057 1314 MCDOWALL COMPANY 09/24/2024 551.00 129058 1827 MIDWEST LANDSCAPES 09/24/2024 4,632.50 129059 2512 MONTICELLO PLBG HTG AC LLC 09/24/2024 5,826.40 129060 1771 NICROS INC 09/24/2024 10,260.00 129061 1943 NIHCA - NATL INDEPENDENT HEALTI 09/24/2024 449.00 129062 1412 OMANN BROTHERS INC 09/24/2024 2,011.98 129063 6467 CITY OF OTSEGO 09/24/2024 2,000.00 129064 1427 PHILLIPS WINE & SPIRITS CO 09/24/2024 13,043.28 129065 5713 R.D.OFFUTT COMPANY 09/24/2024 1,253.57 129066 1455 RED'S MARATHON 09/24/2024 63.54 129067 6335 LAURARUPRECHT 09/24/2024 4,669.72 129068 5711 RYAN BUFFALO LAND LLC 09/24/2024 590.56 129069 4705 S2 SERVICES INC 09/24/2024 700.00 129070 3751 CHRISTINE SCHYMA 09/24/2024 383.00 129071 4213 SCR - ST. CLOUD REFRIDERATION, IN 09/24/2024 1,089.39 129072 6480 SERVPRO OF ST CLOUD 09/24/2024 992.85 129073 6417 JASON SMALL 09/24/2024 87.00 129074 6013 JAMES W SORENSON 09/24/2024 1,000.00 129075 3309 SOUTHERN GLAZER'S WINE AND SPII 09/24/2024 2,508.31 129076 4672 SPECIALTY SOLUTIONS LLC 09/24/2024 2,188.54 129077 6434 NICOLE RAE STRAW 09/24/2024 25.00 129078 6302 STYLE CATERING 09/24/2024 1,853.12 129079 6022 YIA THAO 09/24/2024 334.00 129080 6057 TIMOTHY J PETRANGELO 09/24/2024 655.90 129081 6479 TRINITY EVANGELICAL LUTHERAN C 09/24/2024 365.00 129082 4859 TRIO SUPPLY COMPANY 09/24/2024 707.02 129083 1532 TRUEMAN-WELTERS INC 09/24/2024 3,291.74 AP Checks by Date - Summary by Check Date (9/18/2024 4:22 PM) Page 2 Check No Vendor No Vendor Name Check Date Check Amount 129084 3783 ULINE 09/24/2024 292.91 129085 1544 US POSTAL SERVICE 09/24/2024 2,637.16 129086 1560 WASTE MANAGEMENT CORP SERVIC 09/24/2024 84,470.08 129087 2041 WESTSIDE WHOLESALE TIRE & SUPP 09/24/2024 224.26 129088 2645 WRIGHT CO AUDITOR-TREAS 09/24/2024 269,641.00 Total for 9/24/2024: 1,189,805.13 Report Total (109 checks): 1,189,805.13 The preceding list of bills payable was reviewed and approved for payment. Date: 9/23/2024 Approved by: Mayor Lloyd Hilgart AP Checks by Date - Summary by Check Date (9/18/2024 4:22 PM) Page 3 City Council Agenda: 9/23/2024 2B. Consideration of approving new hires and departures for Citv departments Prepared by: Human Resources Manager Reviewed by: N/A ACTION REQUESTED Meeting Date 9/23/2024 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item 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. NEW EMPLOYEES Name Title Department Hire Date Class Robert Cooper Climbing Wall MCC 9/16/2024 PT Danica Cristobal Climbing Wall MCC 9/16/2024 PT Vince Kaley Climbing Wall MCC 9/16/2024 PT TERMINATING EMPLOYEES Name Reason Department Effective Date Class Isaiah Weege Voluntary MCC 8/10/2024 PT Josh Nelson Voluntary MCC 8/29/2024 PT Savannah Nelson Voluntary MCC 8/29/2024 PT Alisha Grue Voluntary Parks 8/30/2024 Seasonal Lucas Greenwaldt Voluntary MCC 9/8/2024 PT New Hire and Terms City Council 2024: 9/17/2024 City Council Agenda: 9/23/2024 2C. Consideration of approving the sale or disposal of surplus Citv property Prepared by: Meeting Date: ® Consent Agenda Item N/A 9/23/2024 ❑ Regular Agenda Item Reviewed by: Approved by: N/A N/A There is no report this City Council Cycle. City Council Agenda: 9/23/2024 2D. Consideration of adopting Resolution 2024-88 approving donations in the amount of $3,200 for the Monticello Fire Department from the fundraiser held at Hi-Wav Liquors and $1,500 from Cargill for the Monticello Communitv Center Romp and Stomp play area Prepared by: City Clerk Reviewed by: N/A ACTION REQUESTED Meeting Date 9/23/2024 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to adopt Resolution 2024-88 accepting donations for the Fire Department and community center. REFERENCE AND BACKGROUND The City Council is asked to approve donations received from a Fire Department fundraiser held at Hi -Way Liquors. The department received a total of $3,200 in cash donations. The department plans to use the funds for general use by the Fire Department. Council is also asked to approve a donation of $1,500 from Cargill. These funds will be allocated to the MCC's Romp and Stomp play area. 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. Budget Impact: The donations received will be for general use by the Fire Department and the MCC Romp and Stomp. II. Staff Workload Impact: Minimal. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend adopting Resolution 2024-88 accepting the donations. SUPPORTING DATA • Resolution 2024-88 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2024-88 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 Various Cash Donations Cargill DESCRIPTION/PURPOSE—F Fire Department General Use MCC Romp and Stomp CASH $3, 200 $1, 500 WHEREAS, all said contributions are intended to aid the City in establishing facilities, operations or programs within the city's jurisdiction either alone or in cooperation with others, as allowed by law; and WHEREAS, the City Council hereby finds that it is appropriate to accept the contributions offered. NOW THEREFORE BE IT RESOLVED by the City Council of Monticello as follows: 1. The contributions described above are hereby accepted by the City of Monticello. 2. The contributions described above will be used as designated by the donor. This may entail reimbursing or allocating the money to another entity that will utilize the funds for the purpose stated above. Adopted by the City Council of Monticello this 23rd day of September, 2024. Lloyd Hilgart, Mayor Jennifer Schreiber, City Clerk City Council Agenda: 9/23/2024 2E. Consideration of setting the Truth -In -Taxation Public Hearing for December 9, 2024 Prepared by: Meeting Date: ® Consent Agenda Item Finance Director Reviewed by: N/A ACTION REQUESTED 9/23/2024 Approved by: City Administrator ❑ Regular Agenda Item Motion to establish the Truth -In -Taxation Public Hearing on December 9, 2024. REFERENCE AND BACKGROUND Cities with a population over 500 are required by state statute to hold a public hearing at which the proposed budget and levy are discussed. The meeting must be held after November 24, before December 28, and after 6:00 p.m. The public must be allowed to speak at the public hearing. Based on these requirements, staff recommends holding the public hearing at the regular City Council meeting on December 9, 2024. After the public hearing, the City Council will need to adopt the final 2025 property tax levy and 2025 budget. Council must set the truth -in -taxation (TNT) meeting prior to October 1. If not, the county auditor will set a date within the same range of days allowed by law for cities. If the City fails to certify a preliminary levy by September 30, the county auditor will use the prior year's final levy for property tax notices. The county auditor shall mail TNT notices to be delivered between November 10 and November 24. I. Budget Impact: None. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: None. STAFF RECOMMENDED ACTION City staff recommend establishing December 9, 2024 for the Truth -In -Taxation Public Hearing. SUPPORTING DATA • None City Council Agenda: 9/23/2024 2F. Consideration of approving an application for a temporary charitable gambling permit for a raffle to be conducted by the Monticello Chamber of Commerce for their annual banquet on December 6, 2024 Prepared by: Meeting Date: ® Consent Agenda Item City Clerk 9/23/2024 ❑ Regular Agenda Item Reviewed by: Approved by: N/A City Council ACTION REQUESTED Motion to approve the application for a temporary charitable gambling permit for a raffle to be conducted by the Monticello Chamber of Commerce for their annual banquet on December 6, 2024. REFERENCE AND BACKGROUND The Monticello Chamber applied for a temporary charitable gambling permit for a raffle to be held on Friday, December 6, 2024, in conjunction with their annual banquet at the Monticello Community Center. To receive a permit from the State, the City must approve the application. In the past, the City has not opposed these exempt gambling license applications for charitable events. STAFF RECOMMENDED ACTION City staff recommend approval of the temporary charitable gambling permit. SUPPORTING DATA • Application MINNESOTA LAWFUL GAMBLING 4/23 LG220 Application for Exempt Permit Page 1 of 3 An exempt permit may be issued to a nonprofit Application Fee (non-refundable) organization that: Applications are processed in the order received. If the application • conducts lawful gambling on five or fewer days, and is postmarked or received 30 days or more before the event, the • awards less than $50,000 in prizes during a calendar application fee is $100; otherwise the fee is $150. year. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651-539-1900. service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organization Name: Monticello Chamber of Commerce & Industry Minnesota Tax ID Number, if any: 41-1504510 Mailing Address: PO Box 192, 118 W 6th St. Suite B City: Monticello State: MN Name of Chief Executive Officer (CEO): Deb Meyer Previous Gambling Permit Number: X- 32174-23-017 Federal Employer ID Number (FEIN), if any: Zip: 55362 County: Wright CEO Daytime Phone: 763-295-2700 CEO Email: Deb@monticellocci.com (permit will be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious ® Veterans 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.) A current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 F-1 IRS income tax exemption (501(c)) letter in your organization's name Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION j Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing will take place): Monticello Community Center Physical Address (do not use P.O. box): 505 Walnut Street Check one: City: Monticello zip: 55362 County: Wright ElTownship: Zip: County: Date(s) of activity (for raffles, indicate the date of the drawing): Check each type of gambling activity that your organization will conduct: ® Bingo ® Paddlewheels Pull -Tabs ® Tipboards Fv] Raffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov/gcb and click on Distributors under the List of Licensees tab, or call 651-539-1900. LG220 Application for Exempt Permit 4/23 Page 2of3 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 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. F-1 The 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: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this application is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returne the Board within 30 days of the event date. Chief Executive Officer's Signature: Date: 9/19/2024 (Signature must be CEO's signature; desibnee may not sign) Print Name: Deb Meyer REQUIREMENTS MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: Mail application with: • all gambling conducted on two or more consecutive days; or a copy of your proof of nonprofit status; and • all gambling conducted on one day. application fee (non-refundable). If the application is Only one application is required if one or more raffle drawings are postmarked or received 30 days or more before the event, conducted on the same day. the application fee is $100; otherwise the fee is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity is done: To: Minnesota Gambling Control Board A financial report form will be mailed with your permit. Complete 1711 West County Road B, Suite 300 South and return the financial report form to the Gambling Control Roseville, MN 55113 Board. Questions? Your organization must keep all exempt records and reports for Call the Licensing Section of the Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). 651-539-1900. Data privacy notice: The information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to determine your organization's qualifications to be involved in lawful gambling activities in Minnesota. Your organization has the right to refuse to supply the information; however, if your organization refuses to supply this information, the Board may not be able to determine your organization's qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process the application. Your organization's name and address will be public information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board issues the permit, all information provided will become public. If the Board does not issue a permit, all information provided remains private, with the exception of your organization's name and address which will remain public. Private data about your organization are available to Board members, Board staff whose work requires access to the information; Minnesota's Depart- ment of Public Safety; Attorney General; Commissioners of Administration, Minnesota Management & Budget, and Revenue; Legislative Auditor, national and international gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; individuals and agencies for which law or legal order authorizes a new use or sharing of information after this notice was given; and anyone with your written consent. This form will be made available in alternative format (i.e. large print, braille) upon request. An equal opportunity employer How You May Spend Gambling Funds Allowable expenses - Gambling funds may be spent for allowable expenses, such as: • gambling equipment (pull -tabs, bingo paper, bingo blower, paddlewheel tickets, tipboard games); • advertising; • printing raffle tickets; or • any services or goods that are directly related to the conduct of your gambling. Charitable contributions - Gambling funds may be spent for the following charitable contributions (lawful purpose): • to or by 501(c)(3) organization and 501(c)(4) festival organizations; • relieving the effects of poverty, homelessness, or disability; • problem gambling programs approved by the Minnesota Department of Human Services; public or private nonprofit school; • scholarships (if a contribution is made to a scholarship fund, it must be made to a nonprofit organization whose primary mission is to award scholarships); • church; • recognition of military service (open to public) or active military personnel in need; • activities and facilities benefiting youth under age 21; • citizen monitoring of surface water quality, with data submitted to Minnesota PCA; • unit of government (NOTE: A direct contribution to a law enforcement or prosecutorial agency is not allowed); • wildlife management projects or activities that benefit the public -at -large, with DNR approval; • grooming and maintaining snowmobile or all -terrain trails that are grant-in-aid trails, or other trails open to public use, with DNR approval; • supplies and materials for DNR training and educational programs; • nutritional programs, food shelves, and congregate dining programs primarily for persons who are 62 or older or disabled; • community arts organizations or programs; • humanitarian service recognizing volunteerism or philanthropy; and • acquisition and repair of real property and capital assets (contact the Gambling Control Board for requirements). 4/23 Page 3 of 3 How You May Not Spend Gambling Funds 1. Controlled contribution - An organization may not retain any control over any contribution made from gambling funds. The only exception is for expenditures by a 501(c)(3) organization or a 501(c)(4) festival organization to its general fund. 2. Financial gain - A contribution or expenditure may not be made if it results in any monetary, economic, financial, or material benefit to the organization making the contribution or expenditure. 3. Government - An expenditure may not be made for: • influencing the nomination or election of a candidate for public office; • promoting or defeating a ballot question; or • any activity intended to influence an election or a governmental decision - making process. 4. Law enforcement - A direct contribution may not be made to a law enforcement or prosecutorial agency. 5. Pension - A contribution may not be made to a government pension or retirement fund, such as a fire relief association. 6. Conflict of interest - A contribution or expenditure may not be made if it is not allowed under the conflict of interest provisions of the Minnesota Nonprofit Corpo-ration Act, Minnesota Statutes, Section 317A.255. 7. Alcohol - An expenditure may not be made for the purchase of any intoxicating liquor, wine, or malt beverages. 8. Fundraising - An expenditure may not be made for fundraising costs, except as allowed for a 501(c)(3) organization or 501(c)(4) festival organization from its general fund. 9. Other organizations - With few excep- tions, gambling funds may not be contrib- uted to other organizations or clubs such as veterans, fraternal, Lions, etc. unless it is a 501(c)(3) organization. 10. Other contributions - A contribution may not be made to a 501(c)(3) organization or another entity with the intent or effect of not complying with lawful purpose restrictions or requirements. Minnesota Gambling Control Board 2023 MINNESOTA GAMBLING CONTROL BOARD BINGO AND RAFFLE - Checklist for Excluded/Exempt Permits The purpose of this form is to help your organization conduct excluded/exempt gambling in compliance with the requirements listed below. Exempt and Excluded activities cannot be conducted in the same calendar year. The five forms of lawful gambling are bingo, paddlewheels, pull -tabs, raffles and tipboards. Detailed information regarding each requirement is available by clicking on the following links [in blue italics]: 1) applicable statutes and rules; 2) the Lawful Gambling Manual; 3) the online class, "Conduct of Raffles"; and 4) the phone number and email address of your county's Licensing (license, permits and leases) and Compliance (conduct and reporting) Specialists. Check BoxI RAFFLES 1. Tickets are printed in accordance with MN Rule 7861.0310. 2. Tickets contain the sequential number of the raffle ticket. Theatre style tickets may be used. (349.173) 3. A list of prizes and a statement of other relevant information is made available to ticket purchasers. (349.173) 4. The organization must pay in full or otherwise become the owner of all prizes prior to the raffle drawing, except for raffles with gross receipts of $60 or less. (7861.0260) 5. A merchandise certificate is used when a prize requiring registration or licensure (guns, cars, ATVs, etc.) is offered. (7861.0260) 6. Prizes must not consist of lawful gambling equipment including raffle tickets for another raffle. (7861.0260) 7. The total value of lawful gambling prizes awarded (use fair market value for donated prizes) does not exceed $50,000 in a calendar year. (349.166) 8. Cash must not be substituted for merchandise prizes that have been won. (7861.0260 Subp. 4C(2)) 9. Alcohol is only awarded as a prize to persons who demonstrate that they are 21 years of age or older. (340A.707) 10.Only cash, personal checks, cashier's checks, money orders, travelers' checks, and debit cards may be accepted for the purchase of tickets (NO CREDIT CARDS - NO INTERNET SALES). (349.2127) (7861.0260) 11. The method of winner selection cannot be manipulated or based on the outcome of an event not under the organization's control. (349.173) 12. Persons are not required to be present at a raffle drawing to be eligible to win. (349.173) (7861.0310) 13. Raffle tickets are not sold to or won by persons under age 18. (349.181) (7861.0310) 14. Purchasers are not required to buy anything other than the ticket. (349.173) (7861.0310) 15. Clear and legible house rules in accordance with MN Rule 7861.0310 are prominently posted at the point of winner selection. 16. An exempt permit financial report (LG220A) must be submitted to the Gambling Control Board within 30 days of the gambling occasion. (349.166) BING1O 1. Clear and legible house rules in accordance with MN Rule 7861.0270 are prominently posted at the point of winner selection. 2. House rules include the policy on declaring bingo and last number called. (7861.0270 Subp. 2A(1)) 3. House rules include the reasons for potentially cancelling bingo occasions. (7861.0270 Subp. 2A(1)) 4. All sales must be on a cash basis and take place at the permitted premises during or immediately prior to the bingo occasion. (NO CREDIT CARDS - NO INTERNET SALES) (7861.0270Subp. 5B(1)) 5. Bingo paper must not be offered for free or discounted unless the price is reduced with a coupon. (7861.0270 Subp. 5B(7)) 6. Bingo balls must be available for inspection by at least one player before the occasion begins to determine that all are present and in operating condition. (7861.0270Subp. 3A) 7. No reservation of bingo cards or bingo paper for any person (7861.0270 Subp. 3F) 8. Bingo records (including bingo program) must be kept for 3% years. (7861.0270 Subp. 11) BINGO AND RAFFLES 1. Gambling records must be kept for 3% years. (7861.0310) J 2. Gambling funds may only be spent for allowable expenses and lawful purposes. (349.12 Subd. 3a) (349.12 Subd. 25) (mn.gov/gcb/faq-exemptexcluded.htmi) and (mn.gov/gcb/assets/infosheets pen dinggamblingfunds.pdf) 7/23 City Council Agenda: 9/23/2024 2G. Consideration of approving an amendment to a Conditional Use Permit for a Planned Unit Development for a Restaurant as a Principal Use and Drive-thru Services as an Accessory Use in a B-4, Regional Business zoning district. Applicant: HAZA Foods Wend 's Prepared by: Meeting Date: ® Consent Agenda Item Grittman Consulting, Stephen Grittman, 9/23/2024 ❑ Regular Agenda Item City Planner Reviewed by: Approved by: Community Development Director, City Administrator Chief Building and Zoning Official, Community & Economic Development Coordinator, Assistant City Engineer ACTION REQUESTED Planning Commission recommends approval of the Amendment to CUP for PUD unanimously. Motion to approve an amendment to Conditional Use Permit for Planned Unit Development for Restaurant with Drive-thru facilities based on findings in Resolution 2024-38 and subject to the Conditions of Exhibit Z. REFERENCE AND BACKGROUND Property: Legal Description: Lot 3, Block 2, Union Crossings 2nd Addition PID #: 155-178-002030 Planning Case Number: 2024-34 Request(s): Amended CUP for PUD for a Restaurant with Drive-thru Deadline for Decision: September 24, 2024 (60-day deadline) November 23, 2024 (120-day deadline) Land Use Designation: Regional Commercial Zoning Designation: B-4, Regional Business Overlays/Environmental Regulations Applicable: Freeway Bonus Sign Overlay District, MSWRR (portion) Current Site Uses: Vacant Commercial City Council Agenda: 9/23/2024 Surrounding Land Uses: North: Mixed Retail/Service East: Commercial Retail South: 1-94 West: Mixed Commercial Project Description: The applicant proposes to develop a parcel in the Union Crossings retail Planned Unit Development as a restaurant with drive-thru facilities. The site is an existing vacant parcel approximately 1.27 acres in area. The property includes a potential shared drive along the west boundary, but the applicant proposes to not make use of that drive. Instead, access and egress will be provided via an internal private street on the north side of the property in question. ANALYSIS Zoning. The subject site is zoned B-4, Regional Business. Restaurants are a permitted use in the B-4 zoning district. Drive-thru facilities require a Conditional Use Permit. The subject property is a part of the larger Union Crossings Planned Unit Development, originally created by Conditional Use Permit PUD. The development of this parcel requires the requested amendment to that CUP/PUD; the approved development and final stage plans for the Union Crossing anticipated restaurant development of the parcel consistent with the proposal. Site Design. The project consists of a 2,024 square foot building. This total includes an attachment on the south (rear) side of the building with a separate entrance, which appears to be a walk-in storage area. The architectural renderings show portions of this building addition, but no materials were defined in the current package of submission materials. This building area is required to meet the ordinance's base commercial building standards, in materials similar to the main portion of the building. The specification sheet identifies some site elements relating to a patio seating area. However, the site plan does not include any outdoor seating. Traffic enters the site from the westerly of two access points on the north and circulates around the building in a one-way, counter -clockwise direction. Parking spaces are arrayed on the west side of the building and drive aisle. The site plan also includes a "short-cut" lane on the north side of the building for access to additional parking, including wait spaces for pre -orders. To access the drive-thru, traffic continues around the building to the northeast corner where it is separated from the circulation (or "escape") aisle. A menu/order board is located near the entrance to the exclusive drive-thru lane along the west side of the building. The pick-up window is located along the east side of the building. Exiting traffic would then continue to leave the site at the easterly driveway. City Council Agenda: 9/23/2024 Drive-thru restaurant facilities such as this are required to provide at least 8 stacking spaces in the drive-thru lane and design the project to ensure that drive-thru traffic does not back up into the primary street during peak times. The proposed site plan shows the requisite 8 spaces, in addition to more that can stack along the parking area without interfering with entering traffic from the access street on the north (a private road that is operated by the shopping center owner). Parking supply is shown at 24 spaces for the building. The applicant provided a parking breakdown for the use, based on the City's requirements at 1 space/40 square feet of dining, 1 space/15 square feet of pick-up/counter area, and 1 space/80 square feet of kitchen, with a total code requirement of 23 spaces. No architectural floor plans were included in the submission to verify this requirement. Verification of parking requirements via submission of a final floor plan is a condition of any recommendation of approval. It is noted on the site plan that the applicant estimates a parking demand at just 17 spaces, based in part on an expectation that the employee count on site would be less than the City's standard requirement. Furthermore, the applicant proposes to use only a portion of the middle of the site, and that additional parking (and/or building expansion) would be possible given the size of the parcel. See additional comment on this aspect of the plan in the Landscaping section below. Other Elements. Other aspects of the site use are discussed separately below. Building Materials. The submissions illustrate the building in three dimensions. There is a substantial use of glass around the front portions of the building, including the primary entry. No details were provided as to the proposed materials, however. These materials via building elevations for all four sides of the building should be specified as a condition of any recommendation of approval. The remote trash enclosure is shown on a black and white line drawing, with the notation "Knotwood Trash Enclosure." It is presumed that this labeling indicates a wood -like wall enclosure, and that material would match an aspect of the principal building materials. This aspect of the submission should be verified by the applicant as a condition of approval. The building materials comments also relate to the building extension area on the south side of the principal structure as noted above. This area should be painted or covered in materials to complement the principal structure and detailed on updated building elevation plans. Landscaping.. The site is reasonably well landscaped and is consistent with the planting totals required of B-4 commercial uses and parcels. The code requires 10 ACI of canopy tree planting per acre, and 2 shrubs per each 10 feet of building perimeter. The plan City Council Agenda: 9/23/2024 shows 3 new canopy trees and 8 new evergreen trees. At 2" size for canopy, and 6' height for evergreens, this is an equivalent total of more than 20 ACI of tree planting. The plan also shows retaining 3 existing trees to remain in the southeast corner of the site at the intersection of 7t" Street and Highland Way. With regard to shrub planting, the estimated building perimeter is approximately 200 feet in length, yielding a requirement of 20 shrubs. The proposed plan shows one small ornamental tree and as many as 23 additional large or small shrubs, meeting the minimum. Additionally, there appear to be at least 50 or more individual perennial plants and grasses shown on the plan. The applicants provided a landscaping plan that identifies materials by type (perennial, small or large shrub, deciduous tree, etc.). No species are identified. The plan is sufficient to review for compliance with the code, but a revised plan should be prepared showing final plant selection as required by the Zoning Ordinance. While the trash enclosure is located apart from the building in the westerly portion of the site, the location is adjacent to a covered drive-thru area for the adjacent bank facility. As the parcel has a street abutting the property on three sides, the proposed location is appropriate. Moreover, the applicants provided landscape screening around the facility. As noted above, the site is significantly oversized to accommodate the proposed development footprint. At least 30 feet is shown between the Highland Way property line (designated as turf), and more than 40 feet on the west boundary between the edge of the parking lot curb and the adjoining bank parcel (also designated as turf). While the plan meets the minimum requirements for planting per code, these areas would benefit from additional planting areas, either additional overstory trees, shrub and perennial gardens, or both. Staff recommends taking advantage of these spaces to add visual improvements to the project site. An alternative option would be to shift the development footprint either east or west and preserve a consolidated space of approximately 70 feet for another small footprint user. Signage. The applicants provided information related to on -site signage for commercial or directional purposes. The Union Crossings PUD requires that this parcel not have separate freestanding pole signage, instead, a monument sign is the only permitted freestanding sign on the property. While the sign package submittal shows a pole sign, it is not indicated on the site plan. Per the Union Crossings PUD, the pylon sign as shown in the package is not permitted. Three building sides show a modest logo or name sign. The applicant is permitted, and encouraged, to utilize wall signage to notify traffic of the restaurant and its access points. Any signage will need to meet the City's sign ordinance City Council Agenda: 9/23/2024 and the Union Crossings PUD requirements and be subject to separate permitting. In discussions with the applicant regarding this item, they have confirmed the pylon is not proposed as part of this site. Lighting.. The applicants included a lighting plan with the CUP package. There is some limited light spread onto adjoining roadways, which are also subject to neighboring property lighting and street lighting in the area. The applicant is required to provide an updated plan illustrating footcandle photometrics to verify compliance with the ordinance. The plan shows pole lighting to be at the maximum of 25 feet in height. All such lighting is required to be downcast and hooded to avoid direct glare and view of the light source. Conditional Use Permit Criteria. Approval of a conditional use permit application (including amendments) requires that the City find that conditions can be established to ensure that all the following criteria will always be met: (i) The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property. Staff Comment: As an allowed use in the district, and with the conditions identified, there is no reason to believe that there will be any negative impacts on neighboring property values. (ii) The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use. Staff Comment: The site is contained and meets the general standards of the zoning ordinance and the governing PUD for Union Crossings. No detrimental impacts are foreseen. (iii) The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area. Staff Comment: The site is the last of the outlots in this portion of the Union Crossings area to be developed and will not cause use or operations issues for other property. As staff notes, shifting the building on the site would provide a potential opportunity for a small footprint use, but if not, the remaining open area should include additional planting area beyond just turf. As noted, the site must comply with the sign protocol approved for the Union Crossings PUD. (iv) The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided. Staff Comment: The site is an allowed use, and its utility impacts are included in the City's planning for the Regional Commercial district. City Council Agenda: 9/23/2024 (v) The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with City Code requirements. Staff Comment: Adequate parking is provided per code, and the updates to the site plan accommodate the City's requirements for drive-thru stacking. Additional stacking would impact internal site use only, and no threat to public streets is foreseen. (vi) The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution. Staff Comment: The project complies with the requirements of the code and should not create nuisances. (vii) The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled. Staff Comment: No impacts to any natural features are expected with this project. (viii) The conditional use will adhere to any applicable additional criteria outlined in the Zoning Ordinance for the proposed use. Staff Comment: The applicants designed the site, and updated plans per preliminary staff comments, to illustrate compliance with the requirements and intent of the zoning ordinance. With the remaining notes found in Exhibit Z of the staff report, the project is consistent with zoning standards. Budget Impact: The applicant submits an escrow with their land use application that is used to cover the costs of review of the application, including staff and consulting time. II. Staff Workload Impact: Staff time in the review of application included Community Development and Engineering staff, estimated at 8 hours in total. III. Comprehensive Plan Impact: The Monticello 2040 Vision + Plan states a goal for "Successful Commercial Centers and Corridors" that "can adapt over time and provide a place for shopping, services, civic activities, entertainment, and arts and culture." This development proposal supports the full build -out of the Union Crossings commercial area. PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the proposed ordinance and held a public hearing on the item during its regular meeting on September 3, 2024. During their discussion, the Commission sought confirmation that the pylon sign will not be allowed per the Union Crossings PUD. Staff confirmed that a pylon sign is not allowed per the City Council Agenda: 9/23/2024 PUD and that the conditions of approval confirm that the pylon will not be allowed as part of the sign package, which the applicant has also confirmed and acknowledged. The Planning Commission also inquired as to the intent to include a pick-up and delivery access window and any exiting per building and fire code. Staff confirmed that they will review that as part of the building code review. The Commission inquired whether there is an opportunity to provide a crosswalk from the majority of the parking to the building itself. It was noted that there is no access to 7t" Street. The engineer of record for the project addressed the Commission, noting that they will adjust their signage to address the frontages and conditions of approval. She confirmed that they will install a dedicated walk-up window. Following discussion, the Commission unanimously recommended approval for the amendment to conditional use permit for planned unit development. STAFF RECOMMENDED ACTION Staff recommends approval of the amendment to Conditional Use Permit for Planned Unit Development, including the drive-thru facility, with the Conditions listed in Exhibit Z. SUPPORTING DATA A. Resolution PC-2024-38 B. Aerial Site Image C. Applicant Narrative D. Existing Conditions Survey E. Site Plan F. Grading & Erosion Control Plan G. Utility Plan Site Paving & Details H. Trash Enclosure Detail I. Drive-Thru Detail J. Miscellaneous Site Details K. Landscape Plan L. Civil Details M. Building Renderings N. Sign Plan Package 0. Photometric Plan P. City Engineer's Letter, dated August 28, 2024 Q. Chief Building Official Letter, dated August 22, 2024 Z. Conditions of Approval EXHIBIT Z CONDITIONS OF APPROVAL AMENDMENT TO A CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR RESTAURANT WITH DRIVE -THROUGH IN THE B-4 DISTRICCT LOT 3, BLOCK 2, UNION CROSSINGS 2ND ADDITION 1. The plans are updated to include building elevations and building materials, including for the attached building area to the south of the principal structure. The walk-in building area is required to meet the zoning ordinance for commercial building standards, in materials similar to the main portion of the building Exterior mechanical and related components (particularly on the south side of the building) to match the base wall material colors. 2. The plans clarify the proposed exterior materials for the trash enclosure and show that those materials are consistent with the principal structure. 3. The applicant provides schematic floor plans to verify parking demand. 4. The applicant provides final landscaping plans that identify materials species. 5. The applicant updates the landscaping plan to add planting in the extensive turf areas on the east and west sides of the development footprint. 6. Signage and other components related to the project meet all requirements of the Union Crossing Planned Unit Development and zoning requirements as applicable and are subject to permitting as required. As noted herein, no pole pylon sign is permitted for this parcel. 7. The lighting plan is updated to verify photometric compliance with the City's zoning regulations. Maximum pole height is 25 feet. 8. The project and site improvements, including landscaping, is constructed and maintained per plans provided, with incorporation of the recommendations made by the Planning Commission and the staff report. 9. Compliance with the comments of the City Engineer per letter dated August 28, 2024, including comments on the applicant plan sets. 10. Compliance with the comments of the Chief Building Official per letter dated August 22, 2024. 11. Comments and recommendations of other Staff and the Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-37 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MONTICELLO RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR A PLANNED UNIT DEVELOPMENT FOR A RESTAURANT WITH DRIVE-THRU IN A B-4, REGIONAL BUSINESS DISTRICT PID 155-178-002030 LOT 3, BLOCK 2, UNION CROSSINGS WHEREAS, the applicant has submitted a request to amend an existing Conditional Use Permit for a Planned Unit Development (PUD) to establish a restaurant with drive-thru on a vacant parcel; and WHEREAS, the approved PUD anticipates a variety of commercial uses, including dining establishments; and WHEREAS, the proposed use would have impacts on the site and PUD that were planned for as a part of the original PUD approval; and WHEREAS, the site is zoned Regional Business (B-4), which allows drive-thru facilities as an accessory use by Conditional Use Permit; and WHEREAS, the use would continue to be consistent with the long term land use plan for the City and the location, including the designation of the site for "Regional Commercial" uses; and WHEREAS, the applicants have provided materials documenting that the proposed use facilitate long term use of the site and PUD for commercial uses; and WHEREAS, the applicants have provided materials documenting that the proposed use will comply with the terms and standards of the zoning ordinance with the recommendations approved by the Planning Commission; and WHEREAS, the Planning Commission held a public hearing on September 3rd, 2024 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: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-37 1. The applicant has provided plans demonstrating that the proposed facility will be in compliance with the standards for drive -through restaurant facilities found in the zoning ordinance and original PUD approvals. 2. The applicant has provided plans demonstrating that the use will support long- term use of the site for commercial uses. 3. The proposed facility is not expected to create traffic impacts for adjoining public and private roadways in the area. 4. The operation of the business will not create noise, odors, visual impacts, or other noticeable impacts on the property or the neighborhood beyond those expected for allowed uses in the zoning district. 5. The drive -through facility is designed in a way that will avoid concerns with traffic in adjoining streets. 6. The use will improve convenience to customers and to the public, consistent with the City's economic development objectives for commercial property. 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 approve the amendment to the Conditional Use Permit for PUD for drive -through facilities, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. The plans are updated to include building elevations and building materials, including for the attached building area to the south of the principal structure. The walk-in building area is required to meet the zoning ordinance for commercial building standards, in materials similar to the main portion of the building Exterior mechanical and related components (particularly on the south side of the building) to match the base wall material colors. 2. The plans clarify the proposed exterior materials for the trash enclosure and show that those materials are consistent with the principal structure. 3. The applicant provides schematic floor plans to verify parking demand. 4. The applicant provides final landscaping plans that identify materials species. 5. The applicant updates the landscaping plan to add planting in the extensive turf areas on the east and west sides of the development footprint. 6. Signage and other components related to the project meet all requirements of the Union Crossing Planned Unit Development and zoning requirements as 2 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2024-37 applicable and are subject to permitting as required. As noted herein, no pole pylon sign is permitted for this parcel. 7. The lighting plan is updated to verify photometric compliance with the City's zoning regulations. Maximum pole height is 25 feet. 8. The project and site improvements, including landscaping, is constructed and maintained per plans provided, with incorporation of the recommendations made by the Planning Commission and the staff report. 9. Compliance with the comments of the City Engineer per letter dated August 28, 2024, including comments on the applicant plan sets. 10. Compliance with the comments of the Chief Building Official per letter dated August 22, 2024. 11. Comments and recommendations of other Staff and the Planning Commission. ADOPTED this 3rd day of September, 2024 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION r By-\� Paul Konsor, Chair ATTEST: Angela SchuA rf'� Community Development Director 3 EXHIBIT Z CONDITIONS OF APPROVAL AMENDMENT TO A CONDITIONAL USE PERMIT FOR PLANNED UNIT DEVELOPMENT FOR RESTAURANT WITH DRIVE -THROUGH IN THE B-4 DISTRICCT LOT 3, BLOCK 2, UNION CROSSINGS 2ND ADDITION 1. The plans are updated to include building elevations and building materials, including for the attached building area to the south of the principal structure. The walk-in building area is required to meet the zoning ordinance for commercial building standards, in materials similar to the main portion of the building Exterior mechanical and related components (particularly on the south side of the building) to match the base wall material colors. 2. The plans clarify the proposed exterior materials for the trash enclosure and show that those materials are consistent with the principal structure. 3. The applicant provides schematic floor plans to verify parking demand. 4. The applicant provides final landscaping plans that identify materials species. 5. The applicant updates the landscaping plan to add planting in the extensive turf areas on the east and west sides of the development footprint. 6. Signage and other components related to the project meet all requirements of the Union Crossing Planned Unit Development and zoning requirements as applicable and are subject to permitting as required. As noted herein, no pole pylon sign is permitted for this parcel. 7. The lighting plan is updated to verify photometric compliance with the City's zoning regulations. Maximum pole height is 25 feet. 8. The project and site improvements, including landscaping, is constructed and maintained per plans provided, with incorporation of the recommendations made by the Planning Commission and the staff report. 9. Compliance with the comments of the City Engineer per letter dated August 28, 2024, including comments on the applicant plan sets. 10. Compliance with the comments of the Chief Building Official per letter dated August 22, 2024. 11. Comments and recommendations of other Staff and the Planning Commission. Request for Amendment to Conditional Use Permit for PUD & CUP Legal: Lot 3, BI 2, Union Crossings I PID: 155178002030 1 Address: 261 Highland Way Created by: City of Monticello • 155115001040 e L� 155- 5001010 155%, -5 .4 a ' �•t1551:7800f1010, f 4 L-7 - ��( .. 3300 Birch Street Suite 1 A 3025 S Parker Road Suite 735 ,` Eau Claire, WI 54703 Aurora, CO 80014 RIVER VALLEY ARCHITECTS 715-832-0875 www.rivervalleyarchitects.com Wendy's Monticello Minnesota — Robert Street Development - Narrative To whom it may concern, The below information is intended to narrate the potential new Wendy's restaurant located in Monticello Minnesota. The intended use of the building is to provide both dine in, mobile pick up, and drive thru services as a new Wendy's restaurant for the greater Monticello area. The design and programming of the business will provide employment opportunities for up to roughly 25 people. The hours of operation will be ranging from roughly 6:30 am to 1:00am on most business days. SOLID DESIGN. REAL PARTNERSHIPS. LASTING IMPACT. �IY WENDY'S CIVIL /SITE PROTOTYPE LOT 3, BLOCK 2, UNION CROSSINGS, WRIGHT COUNTY, MINNESOTA GENERAL NOTES ABBREVIATIONS AGENCIES SHEET INDEX HEET # SHEET NAIL 1. REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT ABBREV. MEANING ABBREV. MEANING ZONING WORK IS CONSTRUCTIBLE AS SHOWN. CONFLICTS OR DIMENSIONS, ETC. SHALL BE ABAN. ABANDON MFGR MANUFACTURER ZONE: B-4 G1.0 COVER SHEET IMMEDIATELY REPORTED TO THE ENGINEER FOR CLARIFICATION PRIOR TO THE PERFORMANCE ADJ. ADJACENT MGD MILLION GALLONS PER DAY ANGELA SCHUMANN, COMMUNITY DEVELOPMENT DIRECTOR OF WORK IN QUESTION. AGG. AGGREGATE MH. MANHOLE CITY OF MONTICELLO ALT. ALTERNATE MIN. MINIMUM WWW..N. US MN MONTICELLO. � C1.0 SURVEY PLAN (NOT INCLUDED IN PROTOTYPE SET) 2. CONTRACTOR IS REQUIRED TO SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE 763-271-3224 OWNER'S REPRESENTATIVE TO REVIEW SPECIFIC REQUIREMENTS. CONTRACTOR IS APPD. APPROVED MISC. MISCELLANEOUS ANGELA.SCHUMAN N®CI.MONTICELLO.MN C2.0 SITE LAYOUT PLAN RESPONSIBLE TO FOLLOW ALL LOCAL RULES AND REGULATIONS. APPROX. APPROXIMATE MJ MECHANICAL JOINT I C3.0 GRADING & SESC PLAN B/B BACK TO BACK MON. MONUMENT UTILITIES I C4.0 UTILITY PLAN 3. KEEP THE APPROVED AND/OR MOST CURRENT SET OF PROJECT DRAWINGS ON SITE AT ALL BIT. BITUMINOUS NA NOT APPLICABLE ROADS AND STREETS/ TRAFFIC TIMES. CONTRACTOR TO CONFIRM THEY ARE IN POSSESSION OF THE MOST CURRENT BLDG. BUILDING NIC NOT IN CONTRACT NAME C5.0 SITE PAVING & UTILITY DETAILS DRAWING FILES. BLVD. BOULEVARD NRCP NON -REINFORCED CONCRETE PIPE ADDRESS C5.1 KNOTWOOD TRASH ENCLOSURE DETAILS BM BENCH MARK NTS NOT TO SCALE CITY, STATE ZIP C5.1 COMPOSITE TRASH ENCLOSURE DETAILS 4. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF BNDY. BOUNDARY OC ON CENTER PHONE ADJACENT AND NEIGHBORING TENANTS. BOT. BOTTOM OD OUTSIDE DIAMETER EMAIL C5.1 MASONRY TRASH ENCLOSURE DETAILS 'TYP' BSMT. BASEMENT OE OVERHEAD ELECTRIC C5.1 FIBER CEMENT TRASH ENCLOSURE DETAILS 5. MEANS THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS C & G CURB AND GUTTER OP FIBER OPTICS STORM SEWER C5.2 STANDARD DRIVE-THRU EQUIPMENT DETAILS THROUGHOUT, UNLESS OTHERWISE NOTED. C C / CENTER TO CENTER ORIG. ORIGINAL NAME � C5.2 Y-LANE DRIVE-THRU EQUIPMENT DETAILS 6. BIDDERS REFER TO WENDY'S APPROVED SUPPLIER LIST TO OBTAIN NATIONAL ACCOUNT CAN CABLE TELEVISION OT OVERHEAD TELEPHONE ADDRESS CITY, STATE ZIP C5.3 MISCELLANEOUS SITE DETAILS PHONE NUMBERS AND CONTACTS. CB CATCH BASIN PC POINT OF CURVE PHONE CF CUBIC FEET PCC POINT OF COMPOUND CURVATURE EMAIL 7. CONTRACTOR IS RESPONSIBLE FOR FINDING AND LOCATING ALL UNDERGROUND UTILITIES IN CFS CUBIC FEET PER SECOND PE POLYETHYLENE C6.0 SITE LIGHTING PHOTOMETRIC PLAN AREAS OF EXCAVATION PRIOR TO DIGGING. ACCIDENTAL INTERRUPTION OF THESE SERVICES CL CENTERLINE PE PERF. POLYETHYLENE PIPE PERFORATED WATER SYSTEM DURING CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. PRIOR TO CMP CORRUGATED METAL PIPE PERF. PERFORATED NAME L1.0 LANDSCAPE PLAN DIGGING, CONTRACTOR TO CALL LOCAL UTILITY LOCATION SERVICE. CO. CLEAN OUT PI POINT OF INTERSECTION ADDRESS 8. CONDUCT SITE CLEARING OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, CONC CONST. CONCRETE CONSTRUCTION PIV PL POST INDICATOR VALVE PROPERTY LINE CITY, STATE ZIP PHONE CSP1 CIVIL SPECIFICATIONS STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR COORD. COORDINATE POB POINT OF BEGINNING EMAIL OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. STREETS AND ROADWAYS SHALL BE THOROUGHLY CID COPPER PIPE POE POINT OF ENDING SANITARY SEWER CLEANED AND/OR SWEPT ON A DAILY BASIS OR MORE FREQUENTLY AS REQUIRED BY THE CSP CORRUGATED STEEL PIPE PRC POINT OF REVERSE CURVE NAME GOVERNING AUTHORITY. RESTORE DAMAGED IMPROVEMENTS TO ORIGINAL CONDITION AS CSPA CORRUGATED STEEL PIPE ARCH PROP. PROPOSED ADDRESS ACCEPTABLE TO PARTIES HAVING JURISDICTION. CULV. CULVERT PSF POUNDS PER SQUARE FOOT CITY, STATE ZIP CY CUBIC YARD PSI POUNDS PER SQUARE INCH PHONE 9. PROVIDE DUST CONTROL MEASURES IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. DEG (') DEGREE PT POINT OF TANGENCY EMAIL DEMO. DEMOLISH PVC POLYVINYL CHLORIDE 10. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DRAINAGE DITCHES AND OTHER DIP DUCTILE IRON PVC POINT OF VERTICAL CURVE STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF DIA. DIAMETER PVI POINT OF VERTICAL INTERSECTION CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS, AT NO ADDITIONAL COST TO THE OWNER. DIM. DIMENSION PVMT. PAVEMENT DIST. DISTANCE PVT POINT OF VERTICAL TANGENCY 11. UNLESS SPECIFIED OTHERWISE, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ELEC ELECTRIC CONDUIT QTY. QUANTITY BUILDING PERMITS ACCORDANCE WITH WENDY'S SPECIFICATIONS, THE STATE DEPARTMENT OF ENVIRONMENTAL EL. ELEVATION R. RADIUS DEVELOPMENT SERVICES QUALITY STANDARDS, DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND/OR THE ENGR. ENGINEER RCP REINFORCED CONCRETE PIPE DEPARTMENT OF PUBLIC WORKS APPROPRIATE LOCAL AUTHORITY HAVING JURISDICTION. EOM EDGE OF METAL RED. REDUCER NAME EQUIP. EQUIPMENT REF. REFERENCE ADDRESS 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PERMIT FEES, LICENSES, ESMT. EASEMENT READ. REQUIRED CITY, STATE ZIP LICENSE FEES, UNLESS NOTED OTHERWISE. EXIST. EX. EXISTING REV. REVISION PHONE 13. RELOCATION OF ANY UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE EXT. EXTERIOR RJ RESTRAINED JOINT EMAIL PROVISIONS OF THE APPROPRIATE UTILITY COMPANY AND OR REGULATORY AGENCY. OBTAIN F/F FACE TO FACE ROW RIGHT OF WAY FIRE WRITTEN APPROVAL FROM THE ENGINEER BEFORE ANY UTILITY RELOCATION. FDN. FOUNDATION SAN SANITARY SEWER FIG. FIGURE SF SQUARE FOOT CITY OF MONTICELLO FIRE DEPARTMENT 14. ELECTRONIC FILES IN DWG FORMAT WILL BE SUPPLIED TO THE CONSTRUCTION MANAGER FF FINISH FLOOR SPEC. SPECIFICATION FIRE MARSHALL MICHAEL MOSSEY FOR LAYOUT AND GRADING. FIN. GR. FINISH GRADE SS SIDE SLOPE NAME FM FORCE MAIN STA. STATION ADDRESS 15. ELECTRONIC FILE USE TERMS AND CONDITIONS: FTG. FOOTING STD. STANDARD CITY, STATE ZIPPHONE GEN. GENERATOR STL. STEEL EMAIL 15.1. DRAWINGS AND DESIGN ARE THE INTELLECTUAL PROPERTY OF THE DESIGNER. GND. GROUND STM STORM SEWER CONTRACTOR, AND THEIR SUBCONTRACTORS ON THE REFERENCED PROJECT, SHALL BE GPD GALLONS PER DAY SYD SQUARE YARD AUTHORIZED TO USE THIS INFORMATION ONLY IN CONNECTION WITH THE REFERENCED GPM GALLONS PER MINUTE TC TOP OF CURB ELECTRIC PROJECT. ANY USE OR REUSE FOR ANY OTHER PURPOSE WHATSOEVER SHALL NOT BE ELECTRIC COMPANY ALLOWED, AND WILL BE AT CONTRACTOR'S RISK AND FULL LEGAL RESPONSIBILITY, HDPE HIGH DENSITY POLYETHELENE TAN. TANGENT NAME WITHOUT LIABILITY TO THE DESIGNER. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HDWL. HEADWALL TEL TELEPHONE LINE ADDRESS HOLD HARMLESS THE DESIGNER FROM ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES, H. HEIGHT TEMP. TEMPORARY CITY, STATE ZIP INCLUDING ATTORNEY'S FEES ARISING OUT OF UNAUTHORIZED USE OF THIS HORIZ. HORIZONTAL TOC TOP OF CASTING PHONE INFORMATION. HP HIGH POINT T/W TOP OF WALL EMAIL HWL HIGH WATER LEVEL TRPT TRAVERSE POINT 15.2. COPIES OF DRAWINGS FURNISHED BY THE DESIGNER THAT MAY BE RELIED UPON BY HWY. HIGHWAY TYP. TYPICAL GAS CONTRACTOR ARE LIMITED TO THE PRINTED DRAWINGS (ALSO KNOWN AS HARD COPIES) HYD. HYDRANT UD UNDER DRAIN TITLED "PROJECT TITLE" DATED MONTH DAY, YEAR, OR AS REVISED BY WRITTEN CHANGE ID INSIDE DIAMETER UTIL. UTILITY NATURAL GAS COMPANY ORDER THAT ARE THE BASIS OF THE CONTRACTOR'S BID AND CONTRACT. ALL INV INVERT ELEVATION VB VALVE BOX NAME COMPUTER FILES ON ELECTRONIC MEDIA THAT ARE FURNISHED BY THE DESIGNER TO ADDRESS CONTRACTOR ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. ANY INCL. INCLUDE VCP VITRIFIED CLAY PIPE CITY, STATE ZIP CONCLUSIONS OR INFORMATION OBTAINED OR DERIVED FROM SUCH ELECTRONIC FILES LAT. LATERAL VERT. VERTICAL PHONE WILL BE AT THE USER'S SOLE RISK. THE DESIGNER CANNOT GUARANTEE THE LONGEVITY LF LINEAL FEET W/ WITH EMAIL OF ANY MATERIAL TRANSMITTED ELECTRONICALLY NOR CAN THE DESIGNER GUARANTEE L. LENGTH W/0 WITHOUT THE ABILITY OF THE RECIPIENT TO OPEN AND USE THE DIGITAL VERSIONS OF THE LP LOW POINT WL WATER LEVEL TELEPHONE DOCUMENTS. LS LUMP SUM WTR WATER MAIN TELEPHONE COMPANY LWL LOW WATER LEVEL WWF WELDED WIRE FABRIC NAME 15.3. ANY CONTRACTOR OR SUBCONTRACTOR USING THIS INFORMATION ASSUMES M/L MORE OR LESS XFMR. TRANSFORMER ADDRESS RESPONSIBILITY TO UTILIZE THE CORRECT HORIZONTAL AND VERTICAL CONTROL AND MAINT. MAINTENANCE CITY, STATE ZIP BENCHMARK INFORMATION AS SHOWN ON THE DRAWINGS AND TO DOUBLE CHECK MATL. MATERIAL PHONE CONTROL AGAINST ACTUAL FIELD CONDITIONS BEFORE DOING ANY STAKING OR MAX. MAXIMUM EMAIL CONSTRUCTION. MB. MAILBOX 15.4. UPON ACCEPTANCE OF THE ELECTRONIC DATA TRANSMISSION, RECIPIENT HEREBY CABLE TELEVISION AGREES TO THE FOREGOING TERMS AND CONDITIONS. IF RECIPIENT DOES NOT AGREE CABLE TELEVISION COMPANY TO THE FOREGOING TERMS AND CONDITIONS, WENDY'S AND ITS CONSULTANTS DO NOT NAME AUTHORIZE THE USE OF THE TRANSMITTED DATA, AND RECIPIENT SHALL DESTROY THE ADDRESS TRANSMITTED DATA AND NOTIFY WENDY'S OR ITS CONSULTANTS OF THE SAME BY CITY, STATE ZIP PROVIDING WRITTEN NOTICE WITHIN ONE DAY OF TRANSMISSION. FAILURE TO PROVIDE PHONE SUCH NOTICE SHALL ACT AS WAIVER AND RECIPIENT SHALL BE BOUND TO THE EMAIL FVREGGI G TERMS AND (YlND4: 9NE. LOCAL UTILITY LOCATING AGENCY SYMBOL LEGEND CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND GOVERNMENT AGENCIES IN WRITING OF THE INTENT TO EXCAVATE NO LESS THAN 72 HOURS PRIOR TO SUCH EXCAVATION (EXCLUSIVE OF SATURDAYS, SUNDAYS, AND HOLIDAYS) AND CALL LOCAL UTILITY LOCATING AGENCY AT - �3 EXISTING ° MAJOR CONTOUR TELEPHONE COMPANY 12" STM STORM SEWER & MANHOLE CONCRETE SLAB 1-800-XXX-XXXX. - EXISTING NAME o-■ SITE LIGHT POLES MINOR CONTOUR ADDRESS CATCH BASIN ® e HEAVY DUTY ASPHALT EXISTING UTILITY LOCATIONS SHOWN SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CITY, STATE ZIP CONSTRUCTION. LOCATIONS OF UNDERGROUND UTILITIES ON THESE DRAWINGS ARE 3 PROPOSED 9 PHONE 20' SITE LIGHT POLES _ _ _ _ UNDERDRAIN APPROXIMATE ONLY AND BASED ON ACTUAL FIELD LOCATIONS OF VISIBLE STRUCTURES AND MAJOR CONTOUR EMAIL - LIGHT DUTY ASPHALT PLAN � > PROPOSED 29 � 8„ WTR MINOR CONTOUR BENCH MARK WATER MAIN - MATCH LINE CENTER OF DITCH VALVE & BOX SECTION CORNER LOT LINE (AS PLATTED) BREAK MARK Fm_l METER SURVEY R.O.W. LINE EASEMENT LINE SIM � PLUG SECTION LINEPROPOSED PAVEMENT GUTTERess / 001 EXISTING TOPOGRAPHY IS BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY TRUE NORTH FENCE ELEVATION STANDARD FIRE HYDRANT ASSEMBLY ENLARGED PLAN OR DETAIL SURVEYS, SPICER, MN, ON DAY MONTH, YEAR]. PROPOSED PAVEMENT MARKING - - - - - - - GRAVEL SURFACE (PAINTING) P IN I) CURB STOP & BOX PROPOSED BARRIER FREE ---------- -GAS MAIN � REVISION CLOUD PAVED SURFACE PARKING 8" SAN SANITARY SEWER & MANHOLE - UNDERGROUND ELECTRIC EXISTING CURB &GUTTER � J- ---- COLUMN DESIGNATION - - UNDERGROUND TELEPHONE GEOTECHNICAL PROPOSED CURB &GUTTER wYE &LEAD 4 l TELEPHONE PEDESTAL - - - - - - - TURN DOWN CONCRETE SLAB n RISER & LEAD REFER TO SOIL BORINGS AND GEOTECHNICAL REPORT PERFORMED AND PREPARED BY [GEOTECHNICAL ENGINEER] DATED [MONTH DAY, YEAR]. SIGN 0- STANDARD SEWER CLEANOUT REVISION / DATE PROJECT TEAM DIRECTORY CIVIL ENGINEER BLOCH ENGINEERING, PLLC CONTACT: KRYSTLE BLOCH TEL: - CELL: 507-995-2981 EMAIL: KRYSjLEjr BLOCHENGINEERING.COM NRCHITECT RIVER VALLEY ARCHITECTS CONTACT: - TEL: - CELL: - EMAIL: - LANDSCAPE DESIGNER - CONTACT: - TEL: - CELL: - EMAIL: - ItP ENGINEER - CONTACT: - TEL: - CELL: - EMAIL: - STRUCTURAL ENGINEER = CONTACT: - TEL: - CELL: - EMAIL: - �ENERALCONTRACTOR = VICINITY MAP CONTACT: - TEL: - CELL: - EMAIL: - ADDRESS SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 Q 00 r N� Lo L.L Lo Q z C Q G z0 Q J w �U ~ v! z Q0 Lu C G REV. DATE DESCRIPTION ISSUE DATE: PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SEAL O� O� �J v O� SHEET NAME COVER SHEET SHEET NUMBER GI 0 ■ I CAAIG *011 O\/(^ AI SAN5 *8" PVC W V VJ V IV V 943.09 J .IT 36RCP8 944.43 J. V�;j sT I SPOT X 955.83 WG yz9uf7 12 A ld +MHS*8" PVC W E aoa.10 - 11 42RCP) 943.161 141.79 RCP *INVW-57 949.80 irvv rv-o -12.1 y,+o.d1 18RCP11 14F\ / 951.27 /AND POL 30' TO COX LE 95 AFRCP *INV N-S -12.9 95'943.66 " 4 -CB;. 3114 yb1.3 i FIND *1/4" CAPPED RBR 23021 Grog co. Gra. NORTH GENERAL NOTES 1. EXISTING CONDITIONS SHEET BASED ON TOPOGRAPHIC SURVEY BY OTHERS /ICTING CO SCALE: 1 " = 30' 0 10 30 60 NDITIONS SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 � B T ALCI _L�H ENGINEERING M PROJECT TYPE: NEW GLOBAL NEXT GEN 30 \n / co J T_ m � Lo � N L.L Lo Z 2� ZO Q J =w �U C/) Z QO w75 REV. DATE DESCRIPTION ISSUE DATE: **/**/**** PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SEAL Ott O� �J G SHEET NAME EXISTING CONDITIONS SURVEY SHEET NUMBER cl No NORTH � o 3 �W ' "DELIVERY AGGREGATOR PARKING" SIGNAGE ON BOLLARD SCALE: 1 " = 20' 0 10 20 40 r AD RAMP' \1g1p1F I (TYP.) s (1l70 64 w\ VV / / 'J \ MAIN STREET _ FT. RIGHT-OF-WAY LANES ` 1> SCALE: 1 " = 20' NORTH 0 10 20 40 SITE ZONING PARCEL PARCEL ADDRESS: ZONING DISTRICT: BUILDING SETBACKS: FRONT: ___ BACK: _ PARKING SETBACKS: FRONT: ___ BACK: _ SIGN SETBACKS: FRONT: ___ BACK: _ SYMBOL LEGEND PARCEL SIZE: ____ ACRES ---- SQ. FT. SIDE: ___ SIDE: SIDE: LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT I J CONCRETE SIDEWALK 000000000 A.D.A. TACTILE SURFACE 000000000 LANDSCAPE AREA STANDARD CURB & GUTTER — — — — ROLLED CURB & GUTTER THICKENED EDGE SIDEWALK II I I CROSSWALK (PAINTED) PAVEMENT MARKING (PAINTED) ` PAVEMENT MARKING DIRECTION ARROWS (PAINTED) OPARKING SPACE COUNT i SIGN LIGHT POLE PARKING QUANTITIES WENDY'S RECOMMENDED PARKING.- 1 SPACE FOR EVERY 3 SEATS. 1 SPACE FOR EVERY 2 EMPLOYEES. RESTAURANT 30/3 = 10 SPACES EMPLOYEES 15/2 = 7 SPACES TOTAL 17 SPACES CITY'S REQUIRED PARKING: DINING = 1 /40 SF = 14 SPOTS PICK UP = 1/15 SF = 2 SPOTS KITCHEN = 1/80 SF = 11 SPOTS (USED 7, MAX KITCHEN EMPLOYEES AT ONE TIME) TOTAL REQUIRED = 23 PROVIDED PARKING: 22 STANDARD SPACES 2 ADA VAN -ACCESSIBLE SPACES 24 TOTAL SPACES PROVIDED BICYCLE FACILITIES: PROVIDE BICYCLE STORAGE AS REQUIRED BY LOCAL ZONING ORDINANCE. BICYCLE STORAGE SHALL BE LOCATED NEAR THE FRONT ENTRANCE, SEPARATED FROM ACCESSIBLE PEDESTRIAN ROUTES. GENERAL NOTES 1. DIMENSIONS ARE TO BACK OF CURB, OUTSIDE FACE OF BUILDING, AND EDGE OF PAVEMENT UNLESS NOTED OTHERWISE. 2. CONTRACTORS SHALL NOTIFY UTILITY COMPANIES AND GOVERNMENTAL AGENCIES IN WRITING AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION TO CONFIRM THE LOCATIONS OF ANY EXISTING BURIED UTILITIES. 3. SUBMIT SHOP DRAWINGS FOR ALL MATERIALS TO BE INCORPORATED INTO THE WORK A MINIMUM OF THREE WEEKS PRIOR TO PLACEMENT OR INSTALLATION. 4. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE CODES, RULES AND REGULATIONS. OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS FOR THE WORK. 5. MATCH THE EDGE OF NEW BITUMINOUS PAVEMENT TO THE EXISTING EDGE OF THE BITUMINOUS PAVEMENT. SLOPE NEW BITUMINOUS PAVEMENT TO MATCH EXISTING FLOW LINE. 6. CLEANUP AND DISPOSE OF ALL EXCESS MATERIALS OFF SITE. 7. NO PARKING OR STORAGE OF MATERIAL OR EQUIPMENT WILL BE ALLOWED WITHIN THE PUBLIC RIGHT-OF-WAY AT ANY TIME DURING CONSTRUCTION. 8. A SAFE AND ADEQUATE TRAVEL ROUTE FOR PEDESTRIANS SHALL BE MAINTAINED AT ALL TIMES. PEDESTRIANS SHALL NOT BE DETOURED INTO THE EXISTING ROADWAY OR THROUGH ACTIVE CONSTRUCTION. 9. FURNISH THE OWNER WITH A SET OF AS -BUILT DRAWINGS FOLLOWING COMPLETION OF CONSTRUCTION. SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 0 00 J lqr-- m ,r-- Lo Lo � �( ` Z I 0 z0 J FLu �U � ~7 z Q05 W REV. DATE DESCRIPTION ISSUE DATE: PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SEAL / 00, J�O Nz V SHEET NAME SITE LAYOUT PLAN SHEET NUMBER C2.0 BENCH MARKS v a 3 m CL U cn w U) rn co a a N g" EL. 100.001 N A " "GRAL CURB AT DRIVE-Thi WINDOV\ NO SCALE 41 S> im 957.38 957.33 O \ O 110 r, IN SSA° O \ o \ \ \ 2/0 NSF 957.41 957.69 , O957.46 / 0 \ \\ 958.79 / 958.81 95_8.5` 58.67 D 958.58 a / 58.75 \ I 95360 --� 58.80 0 O I 57 (3 \ � o\ ; F` \ polo � \ \ cl �ha�ho �FAo \ O O; c^ 7.96 / sz, ss, A / O \ .36 / �0 ` v FO S> � \ Fp"� 3o�0ek �Ge� c V O 331? E 0 SCALE: 1 " = 20' NORTH 0 10 20 40 78 .Y 957.19 / r 8 gS / No ) ,C9 / / 41 oho y 4) d ,cl o- gig SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 GRADING NOTES 1. FINISH GRADE OF SOIL EDGES ALONG PAVEMENT TO BE 1/2" BELOW EDGE OF PAVEMENT. 2. STRIP AND STOCKPILE TOPSOIL FROM GRADING AREAS. USE STOCKPILED TOPSOIL AND IMPORTED TOPSOIL AS NECESSARY FOR SURFACE RESTORATION. PROJECT TYPE: NEW GLOBAL NEXT GEN 30 3. GRADES SHOWN ARE FINAL SURFACE GRADES AFTER COMPLETION OF SURFACE IMPROVEMENTS AND PLACEMENT OF TOPSOIL. 4. GRADE AREAS AT SITE PERIMETER TO MATCH GRADES OF ADJACENT PARCELS. 5. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF PROPERLY IN ACCORDANCE WITH APPLICABLE REGULATIONS. / 6. PROVIDE TEMPORARY GRADING FEATURES SUCH AS BERMS, / SWALES, SUMPS AND BASINS TO MANAGE INTERIM STORM / WATER RUNOFF DURING CONSTRUCTION PROCESS. STORM WATER RUNOFF LEAVING THE SITE SHALL MEET ALL FEDERAL, STATE AND LOCAL QUALITY REQUIREMENTS. C,Q�� N ' SESC NOTES 1. MAINTAIN A COPY OF THE STORM WATER POLLUTION \Q PREVENTION PLAN (SWPPP) ON THE SITE FOR THE DURATION ® / OF CONSTRUCTION, IF REQUIRED. ADHERE TO THE SWPPP J T_ DURING CONSTRUCTION OPERATIONS. - 2. MAINTAIN AND REPAIR ALL SESC BEST MANAGEMENT PRACTICES Lo BMPS DURING CONSTRUCTION UNTIL ALL VEGETATION IS n/ Lo ESTABLISHED, (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY Q COVERED IN PERMANENT VEGETATION WITH A DENSITY OF 70% z OR GREATER, OR AS DEFINED BY PERMIT.) 3. PERFORM ALL EARTH -DISTURBING CONSTRUCTION ACTIVITIES Q WITHIN THE LIMITS OF DISTURBANCE AS INDICATED ON THE z O DRAWINGS. 4. REVIEW THE LIMITS OF DISTURBANCE SHOWN ON THE Q J DRAWINGS AND FIELD -STAKING THE LIMIT OF DISTURBANCE LINE PRIOR TO THE START OF CONSTRUCTION AND/OR T_ W CONTRACTORS OPERATIONS AT NO ADDITIONAL COST TO OWNER. 5. INSTALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY LAND CLEARING OR '^ GRADING ACTIVITIES. U) O 6. APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL W G MEASURES AS SHOWN ON THE DRAWINGS AND/OR AS REQUIRED BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY SITE CONDITIONS. 7. ENSURE THAT ANY SEDIMENTATION RESULTING FROM WORK ON REV. DATE DESCRIPTION THIS SITE IS CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF -SITE AREAS OR IN WATERWAYS. 8. LEAVE SLOPES IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 9. LOCATE LAY DOWN, STAGING AND STOCKPILE AREAS WITHIN THE PERMITTED LIMITS OF DISTURBANCE. 10. INSTALL SILT FENCE AROUND THE PERIMETER OF ON -SITE ISSUE DATE: SOIL STOCKPILE AREAS IF RUNOFF CAN IMPACT A STABILIZED PROJECT NUMBER: *23-220 PART OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS OF THE STOCKPILE AREAS ARE TO BE DRAWN BY: STABILIZED AS REQUIRED BY PERMIT. CHECKED BY: 11. IMPLEMENT TEMPORARY STABILIZATION MEASURES ON ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL NOT SEAL i RESUME FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY STABILIZATION MEASURES MUST BE INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS FROM V�O� WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASED ON ANY PORTION OF THE SITE. APPLY 3-5 LBS/1000 SFT. TEMPORARY SEED AND STRAW MULCH OVER DISTURBED AREA. 12. TOPSOIL AND SEED ALL EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE CONCLUSION OF FINAL GRADING IN THAT AREA. �n 13. REGULARLY CHECK SEEDED AREAS TO SEE THAT A GOOD v O� STAND OF VEGETATION IS "ESTABLISHED". VEGETATION WILL NOT BE CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS UNIFORMLY COVERED WITH PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER. FERTILIZE, SHEET NAME WATER, RESEED AND MULCH AS NEEDED. GRADING & SESC PLAN 14. MINIMIZE TRACKING OF SOIL AND SEDIMENT ONTO OFF -SITE ROADWAYS THROUGH THE USE OF APPROPRIATE MEASURES. IMMEDIATELY REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE ROADWAYS. SHEET NUMBER 15. NO VEHICLES AND EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW DIRECTLY INTO A WATER COURSE OR DOWNSTREAM STORM SEWER. 16. MAINTAIN DUST CONTROL DURING CONSTRUCTION. WATER TANK ■ TRUCKS SHALL BE USED ON ON -SITE DISTURBED AREAS AND OTHER PLACES WHERE DUST BECOMES A PROBLEM. PP1 20 18CPP1 / 948.10)1 947.95 / /. CAL *SEARCH v.vv C * EARCH U. _ PROP. CB 1 RI(12 IN) = INV SE (12 N) = 954.07 18 P 18R 2 \ 947.30\ Z \ \ \ �� \ SAN1 *8"PVC NW 'sAt\'SAN3 *8" PVC SE TO PROP CALC "SEARCH y 940.940.82 d , �� - N. A\ \ i mi 35 SAN MH 1 -� RIM =957.8 INV NE (6 IN) = 941.4 4A I \ / INV SE (4 IN) = 941.6 LC \ LIS / / MAIN STREET r-r Ml^llT nr %uev \ \ \ \ \ ` ♦ KCAL / SI *STOP > v.v� alb. SAN MH 3 9 RIM = (4 I / cL/ / INV NE (4 = 946.8/ INV NW (4IN1N)=945.5.0 / / O / PROP. CBMH 3 RIM = 958.47 / INV SW (12 IN) = 952.20 INV SE (12 IN) = 952.04 �6z i ` SI o .99,RCP15 951.01 PROP. CBMH 2 RIM = INV NW (12(12 IN) = 952.80 INV NE (12 IN) = 952.65 / r� / CALC SEARC v.vv I / U I I L I I'Y PLAN SCALE: 1 " = 20' NORTH 0 10 zo 40 SAN MH 2 RIM = (2 INV NW 4IN) =944.4 / INV SW (4 IN) = 944.6 �! / \ !! ln�vro�� `Pl *INV W -5.7 7.80' *INV N-S -12.1 943.4*/ 18RCP11 951.27 BENCH MARKS SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 SYMBOL LEGEND UPGRADE CLASSIFICATION: EXISTING UTILITIES. NEW BUILD SANITARY SEWER & MANHOLE PROJECT YEAR: 2024 - - ---oSTORM SEWER & MANHOLE DESIGN TYPE: GLOBAL E3 ® CATCH BASIN CURB AND LAWN TYPE DRAWING RELEASE: SPRING 2023 VALVE _ HYDRANT 19R• � WATER MAIN GASGAS MAIN ELEC, UNDERGROUND ELECTRIC _TEL_ UNDERGROUND TELEPHONE CATV- CABLE TELEVISION Q TELEPHONE PEDESTAL PROPOSED UTILITIES _ >>- SANITARY SEWER & MANHOLE WYE & LEAD 0- STANDARD SEWER CLEANOUT STM- -C�-- STORM SEWER & MANHOLE WATEF� _i_ WATER MAIN VALVE & BOX ❑M METER ] PLUG CURB STOP & BOX UTILITY SUMMARY ELECTRIC: SECONDARY SERVICE PREFERRED BASED ON RATE, UTILITY OWNED TRANSFORMER. UTILITY TO SIZE TRANSFORMER AND COORDINATE WITH ELECTRICAL DESIGNER. 120/208V, 3PH, 4W GROUND WIRE. PHONE: X GB COPPER/FIBER OPTIC ENTRANCE CABLE. GAS LOAD: 955 MBH 0 14" W.C. WATER: 1 1 /2" DIA. TYPE K COPPER PIPE WITH 1 1 /2" METER, 2,000 GPD, 66 GPM PEAK USE MINIMUM 41.5 PSI PRESSURE REQUIRED INSIDE BUILDING AFTER THE METER. SANITARY SEWER: 4" DIA. ® 89 GPM. IRRIGATION: REFER TO SHEET L1.0 FOR REQUIREMENTS UTILITY NOTES 1. EXISTING UTILITIES LOCATIONS SHOWN ARE APPRO; 2. VERIFY THE HORIZONTAL AND VERTICAL LOCATION UTILITIES PRIOR TO EXCAVATION WHERE NECESSAF 3. PROTECT AND MAINTAIN SERVICE OF OTHER UTILIT CROSSINGS. 4. DO NOT CONNECT ROOF DRAINS, FOUNDATION DR OTHER CLEAN WATER SERVICES TO THE SANITARY 5. PROVIDE AND MAINTAIN INLET FILTERS AT ALL CA1 INLETS, DURING CONSTRUCTION. 6. ADJUST ALL CASTINGS TO FINISH GRADES. 7. KEEP SITE LIGHTING CONDUITS OUTSIDE OF PAVE POSSIBLE. SANITARY SEWER NOTES 1. SLOPE SANITARY SEWER AT 1.0% MIN. SLOPE TO SERVICE LEAD. 2. INSTALL CLEANOUTS AT ANY CHANGE IN DIRECTIO 3. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CONNECTIONS TO THE SANITARY SEWER ARE PRO GAS MAIN NOTES 1. GAS COMPANY WILL PROVIDE GAS SERVICE TAP, REGULATOR, AND INSTALL THE NEW SERVICE LINE METER. WATER MAIN NOTES 1. INSTALL WATER MAIN WITH A MINIMUM OF [ ] I COVER, AS REQUIRED BY MUNICIPALITY. 2. PROVIDE A MINIMUM OF EIGHTEEN (18) INCHES SEPARATION AND TEN (10) FEET OF HORIZONTAL BETWEEN THE WATER MAIN AND ALL SANITARY A SEWERS. STORM SEWER NOTES 1. INSTALL UNDERDRAINS AT ALL CATCH BASINS 4 INLETS IF SUBGRADE IS POORLY DRAINED. CONS NEAREST CATCH BASIN. REFER TO DETAIL ON SI 2. ALL UNDERDRAINS (UD) TO BE 4" DIA. AT MINII OF 0.50% UNLESS OTHERWISE NOTED. 3. PROVIDE INLET FILTER FOR ALL CATCH BASIN Il� CONSTRUCTION. PROJECT TYPE: NEW GLOBAL NEXT GEN 30 9 0 ti CASTING AS SPECIFIED CASTING SET IN MORTAR PAVEMENT OR TOPSOIL 2-6 ROWS OF CONCRETE GRADE RINGS W/ 1/2" PLASTER COAT INSIDE & OUTSIDE CL ILL PRECAST ASTM C478 j\\ 2'-0" FLAT TOP SECTIONS 4'-0" DIA. UNLESS NOTED a OTHERWISE ON PLANS x EXTEND PIPE(S) 4" (MIN.), 6" (MAX.) - SEAL PIPE WITH PRECAST ASTM C478 INTO STRUCTURE 5„ NON -SHRINK GROUT RISER SECTION 124 CL 0 ASTM C443 �i PREMIUM JOINT (TYP.) INLET PIPE FLOW iI oo U- II FLOW CATCH BASIN (ONLY IF REQ_) o LEAD CL IL STEPS tl RESILIENT CONNECTOR ? —J PRECAST BASE RISER WITH S.S. STRAPS (TYP.) � SECTION WITH INTEGRAL m 0 FLOOR N / 6" SAND LEVELING ,12 NO SCALE CONTROL JOINTS TO BE 1 1/4" DEEP OR 1/4 THICKNESS OF SLAB WHICHEVER IS GREATER SAWCUT 1/8" WIDE CONCRETE PAVEMENT CONTROL JOINT�,'� NO SCALE 5 NO SCALE SE (C.I.P.) �JBGRADE (C.I.P.) 7" / 6" co 3,500 P.S.I. CONCRETE V-6" 00 co o� 00 \ TE CURB & GUTTER / WIDTH VARIES / 1/4" RADIUS SEE PLANS (TYP,) LITE BROOM FINISH SLOPE 1 % MIN. FINISHED GRADE SLOPE 1.5% MAX. COMPACTED // % /\// SUBGRADE i \'�i�r �4" COMPACTED GRANULAR MATERIAL 8" IF CROSSING DRIVEWAY OR ALLEY 3,500 P.S.I. CONCRETE NO SCALE N 00 3500 PSI CONCRETE 16" DIA. io 04 � r / 12" IMIN 45' BEND DOWNSTREAM FRONT VIEW 13 SEWER CLEANOU I NO SCALE 6" CAST IRON MONUMENT BOX COVER "`'`1ED GRADE V,wV HED STONE G" SDR26 PVC RISER AND WYE PLUG WYE WHERE LOCATE AT END OF RUN 9" 5 3/4" / 0 R � � c `. Lo x ao °' io \ Lo 1 V3,500 P.S.I. CONCRETE 9� STANDARD ROLLED CURB & , , lZR NO SCALE WIDTH VARIES SEE SITE LAYOUT PLAN 6" 3,500 P.S.I. CONCRETE WITH BROOM FINISH ON ALL CONCRETE TOP SURFACES >� to COMPACTED AGGREGATE SUBBASE • COMPACTED GRANULAR MATERIAL INTEGRAL CURB & GUTTER WITH DVxivL NO SCALE FINISH GRADE 3,500 P.S.I. CONCRETE WITH 1.5 4" RADIUS ON EDGE LBS/CYD SYNTHETIC FIBER 1/4- REINFORCING HEAVY BROOM OF CONCRETE SLAB FINISH ALL TOP SURFACES. I[ SEE DETAIL FOR JOINTING. a aA A aA '/ v A v v COMPACTED x /\� AGGREGATE SUBBASE co \� COMPACTED x N /- SAND SUBBASE \�.:...:• :...,.. (IF REQUIRED) DUMPSTER PAD 2 (r0NCP --,tiVEMENT DETAIL NO SCALE w � � � I j o v D io o 0 0 0 3,500 P.S.I. CONCRETE 6" 14 STANDARD STRAIGHT CURB NO SCALE / SEE PLANS / CONCRETE SLAB 1/4" RADIUS (TYP.) FINISHED GRADE clo NO SCALE 1" RADIUS SLOPE 2% MAX. _ ASPHALT PAVING io N APACTED T SUBGRADE 4" COMPACTED \ GRANULAR MATERIAL 6" 6" I, 30" 15" 7 NO SCALE r s Lo 3,500 P.S.I. CONCRETE SEALANT RESERVOIR AND SEAL CONCRETE PAVEMENT (` AGGREGATE BASE COURSE NO SCALE STRUCTURE 1 1/2" BITUMINOUS TOP COURSE PAVEMENT 1 1/2" BITUMINOUS LEVELING COURSE PAVEMENT 6" AGGREGATE BASE 12" COMPACTED SAND SUBBASE (IF REQUIRED) (PARKING STALLS) STANDARD DUTY ASPHALT WAVEMEN 16 NO SCALE 5' WIDE MIN. AREAS SHOWN ON PLANS 15 r'Rn,`;,`;WALI4 NO SCALE 1 /2" EXPANSION JOINT FILLER PAINT 12" WIDE STRIPES ® 24" O.C. TRAFFIC WHITE (TYPICAL) HEAVY DUTY ASPHALT 17 PAVEMI NO SCALE 1 1/2" BITUMINOUS TOP COURSE PAVEMENT 2 1/2" BITUMINOUS LEVELING COURSE PAVEMENT 8" AGGREGATE BASE 12" COMPACTED SAND SUBBASE (IF REQUIRED) SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 00 Lo � N L.L L0 Z 2:E z0 Q J = W �U U z Q0 W� REV. DATE DESCRIPTION ISSUE DATE: PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SEAL O Q� o 0� SHEET NAME SITE PAVING & UTILITY DETAILS SHEET NUMBER SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 4 3/8" lr DROP PIN HOLD OPEN. I I I BI I 0 I ------ - ------- PER MANUFACTURER 6 SCALE: 3/4" = 1'-0" � OF ANCHOR TO BE A MIN. OF 6" FROM EDGE I� OF CONCRETE SLAB KNOTWOOD POST II FASTENER PLATE oZ • 3" CONCRETE SLAB ON / GRADE. 1'-4" / MIN. r-7--vSECTION DETAIL - POST SCALE: 3/4" = 1'-O" NOTE: GC TO CONFIRM FINAL SLAB DIMENSIONS WITH MANUFACTURER'S 2 C5.1 7 SHOP DRAWINGS PRIOR TO SLAB C5.1 INSTALLATO N. 23'-0" / / 4'-4" 3'-6" 7'-4" 3'-6" 4'-4" I / 00, ` I - - - - - - - - - - - - - - I - _ (4) 6" DIA. STEEL BOLLARDSFILLED \1 10, ( 0 ) WITH E DOMED TOP. CONCRPAINT P EX -I 5H 1 0� _ i_ i� (SAFETY YELLOW). 4'-0"i� ' HIGH, EMBED 3'-0" MIN. IN 12" DIAMETER CONCRETE O C5.1 FOOTING TO FROST DEPTH C5.1 I F - - - - - - - - - - - - I I F - I - - - - - - - - - - - I I I I I BASIS OF DESIGN I I TRASH DUMPSTER AREA I BASIS OF DESIGN I (DUMPSTER): I CHECK SITE PLAN FOR I (DUMPSTER): WASTEQUIP ACCURATE SIZE &LOCATION WASTEQUIP ACCURATE I ,� 10 YARD CONTAINER I 6" CONCRETE SLAB W/6X6 I 10 YARD CONTAINER I i WIRE MESH (SEAL I I- I L I CONCRETE SLAB `o I ro I` APPROXIMATE LOCATION OF I AGAINST GREASE I I N DUMPSTER ENCLOSURE. I ABSORPTION) VERIFY ALL DIMENSIONS W/ ENCLOSURE MANUFACTURER. c5.1 I I I o w I I I c5.1 Na L----------� \ L----------� --DRILL HOLES IN CONCRETE TO RECEIVE DROP PIN, 5 -11 1/2" 7 INSTALL PVC SLEEVE, TYPICAL AT EACH DOOR AT CLOSED & C5.1 OPEN POSITIONS. F- - - - - - - I -I - - - - - - - 7 - - - - - - - \ I C5.1 \ � \ I /1 6" CONCRETE � I APRON _-1 I-_- -J CHAMFER CORNERS AT EDGE OF ASPHALT 12" (TYP.) OPTIONAL CONCRETE SLAB SPEC A. CONCRETE SEALER: 'SCOFIELD' CEMENTONE CLEAR SEALER. APPLY PER MANUFACTURER'S RECOMMENDATIONS. B. OPTIONAL: CONCRETE COLOR HARDENER: 'SCOFIELD' LITHOCHROME, A33 "CLASSIC GREY" APPLY PER MANUFACTURER'S RECOMMENDATIONS. 0 I Lo z O w CL 0 z W W 2" MTL. FRAME. GC TO PAINT PEX-1. COMPOSITE MATERIAL --BRACKET AND HARDWARE FOR DDROP PIN BY GATE MANUFACTURER �o DROP PIN DETAIL A T f-%1"NR AI f-AC%I-rr SCALE: 1�\ 4" )( )( 10'-3 1 /2" 10'-3 1 /2" )( )r 4" W U z 0 KNOTWOOD TRASH ENCLOSURE SCALE: 3/8" = 1'-0" HEAVY DUTY GATE HINGES BY SAFETECH HARDWARE 6 C5.1 12'-5 3/4" 5'-2 1 /2" I 4 11 H/-\ -%-�H �-Riri nSURE FRONT ELEVP 5 1 LNGLOSURE SIDE ELEVATION SCALE: 3/8' = 1 -0 SCALE: 3/8 = 1 -0 4" 5'-2 1 /2" 12'-5 3/4" 21'-10" I 02TRASH ENCLOSURE F.6 AR ELE\'"T'?-%" SCALE: 3/8" = 1'-0" �3 J SCALE: 3/8" = 1'-0" c1r 1=I C\/A-rin ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 \0 / co J lqr-- m � Lo Ln z 2� z0 Q J w �U U)z <00C wG REV. DATE DESCRIPTION ISSUE DATE: **/**/**** PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SHEET NAME KNOTWOOD TRASH ENCLOSURE DETAILS SHEET NUMBER C5 ■ 1 SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 DETECTOR LOOP ENCASED IN SCH. 40 1/2" PVC PIPE SOLVENT WELDED JOINTS. (NOT SAW -CUT) PRE -SELL BOARD ROTATION IS MEASURED 1'-6" / PERPENDICULAR TO CURB LINE PRE -SELL BOARD 4s. CONCRETE DRIVE-THRU LANE —i V) FACE OF CURB Z 0 —� BACK OF CURB o �OR BUILDING FACE o Ld U � o w J u- w w w CL in 4'-6" / i 1'-6' / / 11" It HOLD w 1'-5 1/2" > F----- --- -------I I I I I I I I I ---�-- — --o° °° I � I I BASE BY I I CANOPY VENDOR I I I I ORDER CONFIRMATION PEDESTAL 0 0 DETECTOR LOOP NOTES: 1. LOOP SHOULD BEGIN 18" OUT FROM BACK OF CURB. 2. INSTALL LOOP TO BE 2 1/2" BELOW TOP OF PAVEMENT. 3. THE FORWARD EDGE OF THE LOOP SHOULD BE LINED UP WITH CENTERLINE OF THE DRIVE-THRU WINDOW OR SPEAKER PEDESTAL. 4. A 3' AREA FROM THE LOOP MUST BE KEPT CLEAR OF METAL, INCLUDING REBAR, REINFORCING MESH, OTHER ELECTRICAL CABLES OR CONDUIT. 5. SEE DETECTOR LOOP MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION. CONCRETE BASE. SEE STRUCTURAL — SIGN CABINET, 4'-0" / HOLD ORDER STATION PL/ \ I I "'r'A SCALE: 3/8 = 1 -0 PIER = MENU BOARD COORD. ANCHOR ROD PROJECTION WITH MENU BOARD MFR.--\ TOP PIER — � 0 0 X m m Z) CONCRETE PIER. Q (REF. STRUCTURAL 0 Z o w U 0 w m m ry ,w BOT. CO NC. PIER REF. STRUCTURAL nn F Nji i tJUARD FOOTING - SCALE: 3/4" = 1'-0" EXTENT OF LEVELED CONCRETE FonTINr- 10" SLOPE GRADE vi c� 0 J U 0 w w w Ir 2'-0" 6" 6" 1 1/2- 1 1 /2" r i SLOTTED HOLES FOR ANCHOR BOLTS \ 12"x12" BASE o PLATE BY � CANOPY VENDOR 24"x36" FOUNDATION 0 0 REF. STRUCTURAL 2 SCALE: 3/4" = 1'-O" 7" 7" / Rn Rn SHADED AREA INDICATES EXTENT OF 10% SLOPE 4" DIA. STEEL PIPE TO COVER PROVIDED BY VENDOR, INSTALLED BY GC (3) 1/2" DIA. STEEL PIPE TO SWING RETURN, PROVIDED BY VENDOR AND INSTALLED BY GC--,\ FINAL GRADE I ri =ADANCE 9'-0" ' w U WD 1 REF. STRUCTURAL / I� 2.875" DIA.-.203" STEEL SUPPORT PIPE, POWDER COATED DARK BRONZE ROTATION CONNECTION, CANOPY PROTECTION BAR SHALL FREELY ROTATE AND PIVOT BACK TO ORIGINAL ORIENTATION 0 I LEVELING NUTS AND WASHERS PROVIDED BY VENDOR 1" MAX. BOTTOM OF PLATE TO CONCRETE REFER TO CIVIL PLAN FOR CURB TYPE AND HEIGHT PAVEMENT CONCRETE PIER (REF. STRUCTURAL) VERIFY FOOTING DEPTH WITH LOCAL SOIL CONDITIONS AND CODES -lAlvt w Y rKuTECTION BAk 6 SCALE: 1/2" = 1'-0" PLAN VIEW _ ANCHOR BOLTS, WASHERS, SEE BELOW NUTS AND LEVELING NUTS FURNISHED BY CANOPY VENDOR AND INSTALL BY G.C. o I 1 1/2" i� BASE PLATE BY �I 1- - CANOPY VENDOR n I I ROTATION CONNECTION, CANOPY t - t PROTECTION BAR SHALL FREELY ROTATE AND PIVOT BACK TO ORIGINAL ORIENTATION - I '---CONCRETE PIER Q (REF. STRUCTURAL) /I -REINFORCING (REF. STRUCTURAL) t - - - t REF. / STRUCTURAL POWDER COAT DARK BRONZE ORDER CONFIRMATION AND SPEAKER PEDESTAL FINAL GRADE ELEVATION 3 SCALE: 1/2" = 1'-0" 2'-0" 1 C5.1 J Q / EQ EQ / HOLES FOR ANCHOR BOLTS 111 El 0 � �' IIII `, ECG 10"x17" BASE PLATE, BY VENDOR [++ 1" CONDUIT, REFERENCE POWER IIII ONDUIT FOR FUTURE D USE, ATA CINCLLUDE PULLSTRING IIII b1 b1 PLAN VIEW REF. SITE PLAN FOR LOCATION I .-,-,-PRE-SELL BOARD BY VENDOR_ MOUNTING BRACKET AND POSTS BY VENDOR ANCHOR BOLTS BY VENDOR 10% SLOPE (TYP.) I � BASE PLATE IIII I BY VENDOR II II II II II ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 CONCRETE PIER Q II II I (REF. STRUCTURAL II II \ II II II II II ® J 00 Ld �I II II II II m II II II II II � � Q Z 2 L /REF. STRUCTURAL/ /REF. STRUCTURAL/ z O Q J ELEVATION w �U PRE-.��L_� 7 SCALE: 3/4" = 1'-O" () Z QOC w G REV. DATE DESCRIPTION n 1'-5 1/2" r BASE PLATE AND STEEL ISSUE DATE: F TUBE SUPPORT FOR CANOPY PROJECT NUMBER: *23-220 (2) 1" CONDUITS (AUDIO DRAWN BY: O O I AND DATA), EXTEND FROM EXTERIOR BUILDING WALL CHECKED BY: O O I (REF. POWER PLAN) I I SEAL * - - - - - -- - - (1) 1" CONDUIT FOR EXTEND I O O I Q �Q'ICURB AT 2" V BELOWGPAVEMENT FOR I VEHICLE DETECTOR LOOP FOUNDATION, REF. CANOPY ��AND FOUNDATION DETAIL L____ __________--� AND STRUCTURAL O FACE OF CURB -1" CONDUIT FOR ORDER CONFIRMATION (I.G.) SHEET NAME REFERENCE POWER PLAN DRIVE-THRU ORDER STATION DETAILS 4 1/2"x11" OPEN AREA IN BOTTOM OF PEDESTAL SHEET NUMBER ■ 2 r \ O R D F Q S TA-F 1 /\ F, I /1 \ rr /\ A F, I /l / /\ T. F. I C54 ■ SCALE: 1 1/2" = 1'-O" V7��6��t ;t/ PLACE ACCESSIBLE PARKING ACCESSIBILITY NOTES: SIGN ON POLE. BOTTOM OF SIGN TO BE SET AT 5'-0" ABOVE 1. LOCATE ACCESSIBLE PARKING SPACES AND/OR RAMP PER PARKING SURFACE (NOTE 6) SITE PLAN JUST BEHIND CURD — _ 2. INTERNATIONAL SYMBOL WITHOUT BACKGROUND. 8' 0� 3. FOLLOW LOCAL CODES FOR PARKING STRIPE AND ACCESSIBLE SYMBOL PAINT COLOR PAINT IS TO BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS, FACE OF THICKENED WITH MIN. OF ONE COAT. EDGE SIDEWALK 4. DETECTABLE WARNINGS ARE NOT REQUIRED ON PRIVATE PROPERTY. NOTE 3 5. FILL OR REPLACE GUTTER WITH CONCRETE FLUSH WITH GUTTER PAN (NOTE 5) PARKING ACCESS ISLE. TAPER FROM EDGE OF ACCESS ISLE TO EXISTING GUTTER WITH A MAXIMUM SLOPE OF -NOTE 1 1.8%. 6. SIGNS MOUNTED TO BUILDING OR ON POSTS MAY BE UNIQUE TO THE JURISDICTION. IF MUNICIPALITY REQUIRES A SPECIAL SIGN, CONTRACTOR IS TO RE-CREATE SIGN ON INTERNATIONAL SYMBOL OF SAME MATERIAL AS THE STANDARD SIGNAGE. ACCESSIBILITY PER ANSI A117.1 1986 REQUIREMENTS (NOTE 2) NOTE - PROVIDE JOINTS IN CURB AND GUTTERS NOT LESS THAN EVERY 4'-0" AND NOT MORE THAN EVERY 8'-0". TYPICAL - SEE SITE PLAN FOR FIELD CONDITIONS (ZTANDARD BARRIER Fr�cc HARKINv 5PAVr NO SCALE 60" I, io FONT: INTRO BLACK (USE ARTWORK) COLOR: FORMULATED TO MATCH WENDY'S BLUE PMS#299C (RGB: 0,163,224; CMYK: 100%, 27%, 0%, 12%) TRAFFIC WHITE, RAL 9016 MOBILE ORDER/DELI NO SCALE 9 20'-0" 12" T rnuv i w n♦ni i ice. YELLOW STRIPE (TYP.) F 72" DELIVERY FONT: INTRO BLACK (USE ARTWORK) COLOR: FORMULATED TO MATCH WENDY'S BLUE PMS#299C (RGB: 0,163,224; CMYK: 100%, 27%, 0%, 12%) TRAFFIC WHITE, RAIL 9016 VERY PICKUP SI r 12" J 4" O I 5� PUL` D HOLDING , \ NO SCALE 3/8" DIA. THRU CONTINUOUS WELD ON TOP FLAT PLATE BOTH SIDES C' 1, 23„ / 1/2" ro 2 t 04 ro N 1-1/2" / J2� / 1-1/2" 12-5/8" 16-5/8" 0 M ro 6'-0"/8'-0" O.C. (NOM.) `\ III II II II II II II II II II II II �� II II II II �� III II II METAL RAILING (BLACK) SEE SHEET G2.1 FOR 0 SUPPLIER INFORMATION ih t.. 0 `'4 SEE 04/AS2.2 FOR CONCRETE \ I SIDEWALK DETAIL (TYP.) II 315/16 ° / I I (TYP.)•II °. Z LiQ uCL o U) I 0 w 0 0 -� PATIO RAii mir, nFTAl 13 NO SCALE A 4'-0"00 UNLESS NOTED / OTHERWISE ` 4'` �I� II �� I� �I I� �I �� I oj METAL RAILING (BLACK) SEE SHEET G2.1 FOR SUPPLIER INFORMATION 0 I � at.. N\ vu SEE 04/AS2.2 FOR CONCRETE u u u u u u u L� SIDEWALK DETAIL (TYP.) / i 4" U (TYP.) .. z � `♦ IJ � w 0 � o N I 0 w w 0 10 NO SCALE PAVEMENT MARKINGS TO BE 6'-0" SOLID FILL, COLOR YELLOW. M 00 0 N —.I— 00 0` PICKUP FONT: INTRO BLACK-8" HIGH LETTERS fCOLOR: TRAFFIC YELLOW, RAL 1023 WINDOW RGB: 247, 181, 0 7 PAVEMENT MARKING DETAIL NO SCALE 6'-0" / PAVEMENT MARKINGS TO BE SOLID FILL, COLOR YELLOW. 00 " A 00 0 w o, O N ♦ N EXIT ONLY _�FONT: INTRO BLACK-8" HIGH LETTERS COLOR: TRAFFIC YELLOW, RAL 1023 RGB: 247, 181, 0 24" WHITE STOP BAR 6 NO SCALE RECYCLE DESIGN INC. NUMBER: W.INF.BIKE.3618 POWDER COAT GRAY FRAME SURFACE MOUNT ONLY 6" SQ. I � I 2" 0 GEORGIA GENERAL NOTE: VERIFY RESERVED `. PARKING SIGN YME REQUIREMENTS WITH LOCAL JURISDICTION. °r° Im-or 11 THIS SIGN TYPICAL AT ALL NOTE: PROVIDE ACCESSIBLE PARKING SPACES. IDENTIFICATION SIGNS AS PARKING USE US TRANSPORTATION DEPT. REQUIRED PER OCGA SIGN R7-8 UNLESS THERE ARE 40-6-10-Part 2 ® STATE SPECIFIC REQUIREMENTS CALIFORNIA THIS SIGN TYPICAL AT ALL VAN MINIMUM VAN ACCESSIBLE PARKING SPACE #250 FlNE ACCESSIBLE PENALTY SIGN WITH WORDING 70 IN .2 MIN. ARE REQUIRED BY STATE OR LOCAL LAW WHEN REQUIRED. NOTE: PROVIDE IDENTIFICATION SIGNS AS REQUIRED PER USE US TRANSPORTATION DEPT. CBC 11 B-502.6 SIGN R7-8A AT VAN — ACCESSIBLE PARKING SPACES z OHIO (US TRANS DEPT 0 SIGN R7-8A—OH) o w I I '__�_6" DIA. STEEL PIPE BOLLARD, ~ = W/ BOLLARD COVER BL-1 BY #250 FlNE z u- I I IDEAL SLEEVE (BLACK), IF MINIMUM O 0 SIGN IS IN LANDSCAPE AREA, :2 1 I I SIGN POST WILL BE DRIVEN C) f 0 INTO GROUND 36" MIN. NOTE: PROVIDE Lo m I I IDENTIFICATION SIGNS AS REQUIRED PER ORC 4511.69 PARKING GRADE 1 II ILLINOIS =251 FlNE NOTE: NEW YORK REQUIRES "NO PARKING" SIGN (R7-1) AT ACCESS AISLE II II NOTE: PROVIDE J L IDENTIFICATION SIGNS AS REQUIRED PER IAC TITLE 71-400 VAN ACCESSIBLE cl 1 I ARI�IER FREE P NO SCALE SINGLE REVOLVING TRUCK AND FINIAL BALL #10 BRAIDED POLYPROPYLENE HALYARD WITH (2) CHROME SWIVEL SNAPS 9" CAST ALUMINUM CLEAT ARKING Siuiv SITE NUMBER: 00000 PAVEMENT OR TOPSOIL BUILDING TYPE:GLOBAL NEXT GEN 30 O c) txUo oo��I_I0I Wbo de —°a — ASSET TYPE: CLASSIFICATION: FREESTANDING NEW I I I I I=I � ��? • ° ° � a �o 0 ?� o e �o • ° o o�P I I =I EXTEND COARSE • oe 0 OWNER: COMPANY/FRANCHISE AGGREGATE DRAIN .'o ° ° °.o • •'o ° ° • • �'o ° Z STONE TO ° •�o•a .�o•e .°bo•e .c'o.' .°b o ° ' o ° ' o ° ' o ° ' o ° ' L'I BASE VERSION: 2022 AGGREGATE BASE t'•:o: •'.'o'; •'.'o': •' 'e • •'o: Pr cr �,.° Cpc •oo•e UPGRADE CLASSIFICATION: NON -WOVEN .00•e .00•e ,oq o °e 'o GEOTEXTI LE • 'o ° ° • o ° • • o ° NEW BUILD FABRIC WRAP o° tpo a°.o° °o °o°=moo . e `♦ ,v-r 'o', 'o': PROJECT YEAR: 2024 4" PERFORATED • • • o'e •'. f PIPE W/ FILTER v ° ° v' `{ ° oo•e soo.° ,o� DESIGN TYPE: GLOBAL SOCK o, �o-° COARSE op °•�.�a °' • ° ,o . o' ^b. Tie . o?�• �' �C4t DRAWING RELEASE: SPRING 2023 AGGREGATE o DRAIN STONE 6" 6" MIN SLOPE 0.50% N NO SCALE ENGINEERING NOTES: A. REF. SUPPLIER INFORMATION SHEET. B. DO NOT ALLOW CONCRETE TO BE IN CONTACT WITH ALUMINUM SHAFT. C. CONFIRM FOUNDATION DIMENSIONS WITH MANUFACTURER. D. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION E. REF. ELECTRICAL PANEL SCHEDULE FOR FLAG POLE LIGHTING CIRCUIT. LIGHTING CIRCUIT FOR FLAG POLE IS ON DEDICATED PHOTOCELL PROVIDED BY GC. F. FOR HIGH SECURITY AREAS, "SENTRY" MODEL WITH CONCEALED CLEAT IS RECOMMENDED. CONTACT MANUFACTURER FOR ADDITIONAL INFORMATION. AMERICAN FLAG POLE & FLAG CO. "CONTINENTAL" STYLE FLAG POLE BRUSHED ALUMINUM FINISH FOUNDATION DIMS. EXPOSED BASE WALL FLAG SEE NOTE #3 HEIGHT DIAMETER THICKNESS SIZE A B C D 20'-0" 5" .125" 46 42" 24" 30" 20" 25'-0" 5" .125" 5x8 42" 24" 30" 24" 30'-0" 6" .156" 6x10 42" 24" 30" 30" WOOD WEDGES BY GC, REMOVE AFTER TAMPING SAND / D PROVIDE (2) GROUND MOUNTED FLOOD LIGHTS ON OPPOSITE SIDES OF FLAG BLACK ASPHALTUM PAINT ON POLE AT SPECIFIED DISTANCE FROM OUTSIDE SURFACE BELOW GRADE POLE, USE FIXTURE "A4" ON LIGHTING SCHEDULE SHEET E1.1 DRY SAND TIGHTLY PACKED, REF. NOTE #2� FOUNDATION SLEEVE 16GA HOT DIPPED GALVANIZED STEEL _ Q 3000 PSI CONCRETE__ STEEL CENTERING WEDGES A 6"x6"x3/16" STEEL SUPPORT PLATE WELDED TO 3/4" STEEL GROUND SPIKE B 10, / C / CONCRETE FOUNDATION ELECTRICAL CONDUIT FLAG POLE DETAIL SCALE: 3/4" = 1'-0" I I j° FACE OF BUILDING BEYOND Cif D I I 0 o j 6" DIA. STEEL PIPE BOLLARD, z i W/ BOLLARD COVER BL-1 BY = w I IDEAL SLEEVE (SAFETY PROJECT TYPE: NEW wUJ i YELLOW) REF. TO FINISH I SCHEDULE IF PAINTING. GLOBAL NEXT GEN 30 oFr 8 w cr i FILLED SOLID W/ CONCRETE. ®= I ARCHITECTURAL DECORATIVE I V 1" BOLLARD COVER AT FRONT DOOR (BLACK) ® 1 DRIVE THRU 0 I LANE PAVEMENT FIN. GRADE II. a I\Mll r\ x 1 /4" EXPANSION MATERIAL AS REQUIRED PER SURFACE CONDITION z is Q r o\ I• / co JLo ar .I. LO Q 12" � BOLLARD DETAIL r-8-� NO SCALE ol 2'-6„ i �\ ♦\ / .080" ALUMINUM 30" PANEL SIGN WITH SCOTCHLITE OR APPROVED EQUAL, SEE A SPECIFICATION FOR SIGN STOP COLORS AND TEXT N 1 z 2" SQUARE ALUMINUM TUBE O 0 I io N\ GRADE 0 1 "*-_�12" DIAMETER CONCRETE BASE a If STOP SIGNS AT DRIVE EXITS SHALL BE LOCATED BEHIND SIDEWALK. 4 , OP SIGN DETAIL NO SCALE o z0 Q J = W �U �z Q CO w C REV. DATE DESCRIPTION n ISSUE DATE: PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SEAL Ott O� �J v 0� SHEET NAME MISCELLANEOUS SITE DETAILS SHEET NUMBER C503 NO SCALE NO SCALE SEE PLANTING PLAN FOR PLANT SPACING SET PLANTS AT SAME DEPTH AS GROWN IN CONTAINER z = � J �� - .... 3 z ......00 .. ................ t f 1 PLANTING MIXTURE TILL TOP FOUR (4) INCHES NOTE: OF SUBGRADE PRIOR TO ALL PLANTS SHOULD BE INSTALLED WITH PLACING PLANTING SOIL TRIANGULAR SPACING TOP OF ROOTBALL TO BE 1-2" HIGHER THAN GRADE GROUNDCOVE:R PLANTING DE NOT TO SCALE OUTER EXTENT OF BRANCHES OR DRIPLINE--,,,"" CONTINUOUS NYLON STRING TIED TO STAKE TOPS WITH 2' TUNDRA WEIGHT ORANGE STREAMERS AT 3' O.C. EXISTING GRADE ROOT PRUNING TRENCH - ' I 8'-0" O.C. MAX. SPACING TREE PROTECTION FENCE DE'_ NOT TO SCALE PROTECT TREE WITH RUBBER HOSE, OR SIMILAR (TYP.) #10 GAUGE WIRE MIN. 3 X (3) WOOD STAKES IF TREE IS ROOTBALL OVER 2-1/2" CAL.- SEE 12" 12" SPECIFICATIONS MIN. SCARIFY SOIL SURROUNDING ROOTBALL (SIDES AND BOTTOM) SET TREE BALL ON 6" HIGH COMPACTED MOUND WITH ROOT FLARE AT OR SLIGHTLY ABOVE FINISH GRADE -I * * * ]** iJ,�-I ll MIN. 3" MULCH - FORM SAUCER REMOVE BURLAP, WIRE BASKET, AND ALL TWINE OR ROPE FROM TOP 1/3 OF ROOT BALL I 1 1- -1 ' PLANTING SOIL MIX, TREAT WITH MYCHORRIZAL INOCULANT DURING BACKFILLING NOTES / ` ♦ \ 1. TREES WITH 2.5" CALIPER MUST HAVE A MINIMUM VOLUME OF 500 / CF OF NEW PLANTING SOIL MIX AROUND THE ROOT BALL. 2. TREES WITH 3" CALIPER MUST HAVE A MINIMUM VOLUME OF 750 �" " " • ' " ' CF OF NEW PLANTING SOIL MIX AROUND THE ROOT BALL NOTE: PLANTINGS SHALL �;;""• ;;"�"•" ;;;� `� 3. CONTRACTOR TO CONFIRM PERCOLATION OF ALL PLANTING PITS NOT BLOCK SITE LIGHTING PRIOR TO TREE INSTALLATION. IF PITS DO NOT PERCOLATE, INSTALL / . "" ; .. " " , ; ; " " " . ; ; . " • " ` 4" PERFORATED UNDERDRAIN AT BOTTOM OF PIT AND CONNECT TO NEAREST DOWNSTREAM STORM CATCH BASI N/MAN HOLE. / / " " " " "" , . " " • ' " . , " " " ; " " " " • . " \ NOT TO SCALE 9"� P SCARIFY SOIL SURROUNDING ROOTBALL (SIDES AND BOTTOM) ..... NOTE: EXISTING PLANTINGS AND/OR PROPOSED PLANTINGS SHALL NOT '/;" :. "" " * *" " ; " " • " I BLOCK VIEW OF ANY SITE SIGN (TYP.) vAb 3" MULCH - FORM SAUCER AROUND SHRUB TOP OF SHRUB ROOTBALL TO . . . . I BE PLANTED 1-2" HIGH WITH NOTE: CREATE LANDSCAPE SOIL MOUNDED UP TO TOP BERM TO REDUCE TOPSOIL " "/; SITE NUMBER: 00000 LANDSCAPE NOTES BUILDING TYPE:GLOBAL NEXT GEN 30 1. CALL LOCAL UTILITY LOCATING AGENCY AND VERIFY ALL ASSET TYPE: FREESTANDING UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. 72 HOURS BEFORE YOU DIG CALL GOPHER STATE ONE CALL AT 1-800-XXX-XXX. ANY UTILITIES DISTURBED BY CLASSIFICATION: NEW CONSTRUCTION SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. OWNER: COMPANY/FRANCHISE 2. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL BASE VERSION: 2022 FIELD CONDITIONS SHOULD BE REPORTED TO THE CONSTRUCTION MANAGER IMMEDIATELY FOR RESOLUTION. UPGRADE CLASSIFICATION: 3. IN AREAS OF NEW TURF PLACE 4" MINIMUM TOPSOIL, FINE NEW BUILD GRADE & ESTABLISH TURF WITHIN SEED LIMIT LINES. PROJECT YEAR: 2024 4. PLACE SHREDDED HARDWOOD MULCH TO A 3" DEPTH IN ALL TREE, SHRUB AND GROUNDCOVER BEDS. COORDINATE COLOR DESIGN TYPE: GLOBAL W/ OWNER. DRAWING RELEASE: SPRING 2023 5. UNLESS OTHERWISE NOTED, TOPSOIL, FINE GRADE AND SEED ALL DISTURBED AREAS WITHIN THE SEEDING LIMIT SHOWN AND AREAS DISTURBED BY CONSTRUCTION. 6. REPAIR AND RESTORE ANY DAMAGE OUTSIDE OF LIMIT OF WORK LINE TO ORIGINAL CONDITION. 7. PROTECT ALL TREES AND EXISTING FEATURES TO REMAIN AS SPECIFIED. 8. ALL NURSERY STOCK SHALL BE TRUE TO TYPE AND NAME. ALL STOCK SHALL BE FIRST CLASS QUALITY WITH WELL DEVELOPED BRANCH SYSTEMS AND VIGOROUS HEALTHY ROOT SYSTEMS. ALL STOCK SHALL BE WELL FORMED AND THE TRUNKS OF TREES SHALL BE UNIFORM AND STRAIGHT. N 9. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PLANTINGS H AND IRRIGATION INSTALLATION AND CARE/OPERATION FOR THE 1 1 ENTIRE WARRANTY/MAINTENANCE PERIOD UNLESS CONTRACTED OTHERWISE. ENGINEERING 10. LANDSCAPE BEDS TO BE IRRIGATED WITH DRIP LINES AND ALL LAWN AREAS TO BE IRRIGATED WITH ROTOR HEADS. IRRIGATION LINES UNDER ASPHALT OR CONCRETE PAVEMENT TO BE IN A SCHEDULE 40 PVC SLEEVE 1" LARGER THAN THE OUTSIDE DIAMETER OF THE IRRIGATION LINE, BURIED A MINIMUM OF 24" BELOW FINISHED GRADE. 11. CONTRACTOR RESPONSIBLE TO LOCATE SITE LIGHTING SERVICES. CONTRACTOR RESPONSIBLE TO NOTIFY CONSTRUCTION MANAGER IF DAMAGE TO LIGHTING ELECTRICAL DISTRIBUTION OCCURS. 12. UNLESS OTHERWISE SPECIFIED, ALL PERENNIALS, GRASSES AND GROUNDCOVERS SHALL BE GROWN IN THEIR CONTAINER FOR ONE YEAR PRIOR TO INSTALLATION. PROJECT TYPE: NEW GLOBAL NEXT GEN 30 OF ROOTBALL HAUL OFF IF POSSIBLE �� • ' .' " " ; ; " . " `� PROPOSED FEATURE LEGEND: " PLANTING MIXTURE "•" ";;"" ;,,"" ,". ?" 9" DEPTH SETTING LAYER " " " " ' " " " " ' ' " " " ' " . " • ' " " ` SYMBOL X OF 50% PLANTING MIXTURE "" "' " " " - TILLED INTO EXISTING SOIL AND COMPACTED " :�•" " " "" / ". """ """" ,. " " ,, ��� SHRUB PI ANTING \ NOT TO SCALE GUY WIRES TIED AROUND STRONGEST TRUNK (3 WRAPS MIN.) PROTECT TRUNK WITH RUBBER HOSE, OR SIMILAR BURLAP TREE WRAP ALONG MAII TRUNKS TO FIRST BRANCH (TYF SCARIFY SOIL SURROUNDING ROOTBALL (SIDES AND BOTTOM) SET TREE BALL ON 6" HIGH COMPACTED MOUND WITH ROOT FLARE AT OR SLIGHTLY MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK � " " " " " " , " " " " ' " " " • " TREE STABILIZATION AND " "/ FERTILIZATION SYSTEM #10 GAUGE WIRE "/; 3"MULCH -FORM SAUCER ""/ (3) WOOD STEAKS 2"X4"X3" (M ), . / " ' " ; " " • • ' , * " " " ; " " " " ' /� �/ / / \ I " . • ' " " " " BURIED 3" BELOW FINISHED DE"/ " " " " " ' • " " / \\\ / • " " , " " ' " /' REMOVE BURLAP WIRE BA r • \\ / " AND ALL TWINE OR ROPE ROM/ TOP 1/3 OF ROOT BAL PLANTING SOIL MIX, T T WfTFi MYCHORRIZAL INOCU NT /" " " " . " " , " �� �� `w.4', / , • " , " , ABOVE FINISH GRADE - -III -I DURING BACKFILLIN • " ^ " ; " . " " ' , ; " " " �O . " " " . " ^ " ; , . / 3' ROOTBALL W W NOTES (MIN.) w" ," ," O / 6� 1. TREES WITH 2.5" CALIPER MUST HAVE A MINIMUM VOLUME OF 500 0 CF OF NEW PLANTING SOIL MIX AROUND THE ROOT BALL. ` " , / \ �� ," " " * " " , . • " / 2. TREES WITH 3" CALIPER MUST HAVE A MINIMUM VOLUME OF 750 " O Is, CF OF NEW PLANTING SOIL MIX AROUND THE ROOT BALL 3. CONTRACTOR TO CONFIRM PERCOLATION OF ALL PLANTING PITS PRIOR TO TREE INSTALLATION. IF PITS DO NOT PERCOLATE, INSTALL "" 4" PERFORATED UNDERDRAIN AT BOTTOM OF PIT AND CONNECT TO NEAREST DOWNSTREAM STORM CATCHBASIN/MANHOLE. NOT TO SCALE EXISTING TREE(S) TO REMAIN " " " . " " " • " " ' • " " " ' "/ PERIMETER LANDSCAPING TO MEET JURISDICTIONAL REQUIREMENTS MAIN STREET \ "�""" "" " ,. •" w" ., "" " " ";",/ FT. RIGHT-OF-WAY --- LANES LAWN OR GROUND COVER PLANT LIST: * " " " " ' ' " ' " " • " , " " " ALUMINUM LANDSCAPE EDGING 1/8" X 4" " `""� ".`•"" " ' ' "" " " " ' . " ^ " . " "' SYM. BOTANICAL NAME COMMON NAME 1. NOTE:ALL TREE PROTECTION SHALL BE INSTALLED BY THE FINISH GRADE 1/2" BELOW "� �.• ^ " "" "" " " " ' "" "" " " " " " "' " ". "" • y' CONTRACTOR AND APPROVED BY OWNER PRIOR TO TOP SURFACE OF EDGING \ " ; . " " " " " , " • " " " " " " PERENNIALS COMMENCEMENT OF DEMOLITION AND NEW CONSTRUCTION. � / \ ` ' " " ' " " • "_ " " 2. TREE PROTECTION FENCING TO BE INSTALLED AROUND � �x�✓�Y ��� X TOPSOIL, REFER TO SPECS AND EDGE OF TREE DRIP LINE OR AS SHOWN ON LANDSCAPE PLAN. 3. PERFORM ROOT PRUNING ON ALL EXISTING TREES TO REMAIN WHERE CONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES. 4. ROOT PRUNING METHOD 2 MONTHS MIN. PRIOR TO EXCAVATION AND CONSTRUCTION ACTIVITIES, HAND CUT ROOTS BY DIGGING A 18"-24" DEEP BY 8" WIDE TRENCH ALONG THE OUTSIDE PERIMETER OF EXISTING TREE(S) ADJACENT TO CONSTRUCTION AREA; MAXIMIZE PRUNING TRENCH DISTANCE FROM TRUNK TO THE FULLEST EXTENT POSSIBLE, WITH THE ROOT PRUNING LINE PLACED AT THE EDGE OF CONSTRUCTION LIMITS. 8' METAL T-POSTS SHOULD BE 8' O.C., DRIVEN 2' MIN. INTO GROUND AT (OR OUTSIDE) TREE DRIP LINE. 4' MIN. HEIGHT. ORANGE PLASTIC SAFETY FENCING INSTALLED PER MANUFACTURER RECOMMENDATIONS (TYP.). SUPPLEMENT WITH SILT FENCE FABRIC AT PRUNING TRENCH AS REQUIRED. EXISTING GRADE TO BE DISTURBED NOT TO SCALE PLANTING PLAN FOR DEPTH 15" METAL STAKE MUST BE INSTALLED ON PLANTING BED SIDE OF EDGING UNDISTURBED SOIL NORTH SCALE: 1 " = 20' NORTH 0 10 20 40 �y:1:111 1 EVERGREEN SHRUBS DECIDUOUS TREES DESCRIPTION PROPOSED DECIDUOUS TREE PROPOSED ORNAMENTAL TREE I����rl�«r:�a�c•�:aa�nl�I LARGE SHRUB / SCREENING SHRUB ACCENT PLANT / PERENNIAL SMALL SHRUB / ORNIMENTAL GRASS MULCH C�l:Zi11P►I�Zdil�/�:a SEASONAL COLOR TURF SEEDING / SOD PROPOSED BED LINE / METAL EDGING PLANT TAG - REFERS TO TYPE AND NUMBER OF PLANTINGS SIZE ROOT SPACING DETAIL 1 / L.1 2 / L.1 5/L1. NOTES >co r Lo L.L Lo Q Z ZO Q J w �U � Z Q COC w G REV. DATE DESCRIPTION ISSUE DATE: PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: SHEET NAME LANDSCAPE PLAN SHEET NUMBER L1.0 0 N 0 z it w w Z cD z w 0 0 J M 'v -I Y i2 iv 3 U < M r- v N 0 N M I'_ PART 1 - GENERAL 1.1 PROJECT RECORD DOCUMENTS A. Submit record documents indicating location and depth for water, sanitary sewer and storm sewer pipes, gas, and electric lines, and storm water detention (if required). Dimensions to be witnessed to the building corners. Locations shall be shown on a Site Plan Drawing with an accuracy of t1 foot horizontal and 3" vertical. Record plans should also indicate pipe material and joints used. 1.2 PERMITS AND INSPECTIONS A. All permits required by laws, ordinances and building codes having jurisdiction shall be obtained at the proper time by and at the expense of the Contractor. B. Contractor shall obtain all inspections required by all laws, ordinances and public authority having jurisdiction. 1.3 SHOP DRAWINGS A. Submit Shop Drawings for the following items: 1. Import fill, bedding and trench backfill. 2. Asphalt paving materials. 3. Sanitary sewer, water, storm sewer pipe materials. 4. Concrete mix design. 5. Stormwater detention materials (if required). B. Contractor shall obtain all inspections required by all laws, ordinances and public authority having jurisdiction and shall obtain certificates of such inspections and submit same to the Architect and shall pay all fees, charges, assessment and other expenses in connection therewith. C. Piping and equipment layout is schematic. Exact locations are determined by structural and other conditions. Design of system may not be changed. Only exact location of piping may be revised to suit construction condition and aid in coordination with work of other Contractors. D. The materials and equipment installed in the work shall meet the requirements of the Contract Documents and no materials or equipment shall be ordered until reviewed by the Engineer and/or Architect. E. When submitted for the Engineer and/or Architect's review, shop drawing shall bear the Contractors certification that they have reviewed, checked and approved the Shop Drawings, that they are in harmony with the requirements of the Project and with the provisions of the Contract Documents and that they have verified all field measurements and construction criteria, materials, catalog number and similar data. Contractor shall also certify that the work represented by the Shop Drawings is recommended by the Contractor and the Contractor's guarantee will fully apply. F. All Contractors submitting proposals for this Work shall be first examine the Site and all conditions therein. All proposals shall take into consideration all such conditions as may affect the Work under Contract. The submitting of a bid automatically implies that this examination of Site has been done. G. Contractor shall verify location of utilities and note conditions which would affect the Work. All discrepancies shall then be reported prior to construction. 1.4 TESTING SERVICES A. Testing services shall be performed by an independent testing agency selected by the General Contractor. Testing Agency Qualifications: 1. Approved by authorities having jurisdiction. 2. Agency whose primary business is materials and construction testing. 3. Objective, competent and independent from the Contractor performing the work to be inspected. 4. Having adequate equipment, periodically calibrated as required, to perform the special inspections. 5. Employing experienced personnel educated in conducting, supervising and evaluating special inspections similar in complexity to that required for the Project. B. Testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for verification of compliance with Contract Document requirements. C. General Contractor to coordinate and schedule the work of the independent testing agency. Notify the independent testing agency 48 hours prior to the expected time when testing services will be required. Establish schedule by advance discussion with the independent testing agency, determine the time required to perform tests and to issue findings. D. Testing Agency to provide the General Contractor's superintendent with a draft copy of the daily report prior to leaving the Project Site each day. Provide typed copies of testing agency reports, inspections, and certifications within 5 business days to the Architect/Engineer's Office and General Contractor's Office by email. 1.5 TESTING REQUIREMENTS A. Fine and Coarse Aggregates, Bedding and Backfilling Materials: 1. Sieve test to ensure compliance with the materials specifications. 2. Provide 1 test for each source of imported materials as directed by the Engineer. B. Soil Compaction: 1. Minimum Frequency of Testing: a. Within the Building Footprint: Four tests of subgrade for each layer of fill b. Outside a Building Footprint: One test per 2,500 square feet of subgrade for each layer of fill. c. Utility Trenches: One test for every 50 linear feet of trench length at each lift. d. Curb and Gutter: One test for every 100 linear feet. e. Pavement Sub rode Base Grade: One test for 9 every q eve 2 500 square feet for parking lot construction. One test at every driveway or curb cut location. 2. Predominately Granular Soils: a. Perform necessary laboratory and field testing required to verify compaction of fill, bedding, trench backfill and structure backfill in accordance with ASTM D 1557. b. Verify the compaction of the first 12 inches of the existing subgrade below structures, utility structures, paved areas, and areas to be filled in accordance with ASTM D1557. 3. Predominately Cohesive Soils: a. Perform necessary laboratory and field testing required to verify compaction of fill trench backfill and structure backfill in accordance with ASTM D698. b. Verify the compaction of the first 12 inches of the existing subgrade below structures, utility structures, paved areas, and areas to be filled in accordance with ASTM D698. 4. Place no additional fill in areas where compaction results do not meet Specification requirements. C. Bituminous Pavement Testing: 1. The Contractor shall have the testing agency's density technician and a density gage available whenever paving is occurring. This technician and gage shall monitor placement and compaction of asphalt to verify the maximum density possible is being achieved. 2. The testing agency shall take 1 core of new parking lot in a location to be determined by the General Contractor. The daily average in place density shall be 95.0% of the mixture's TMD or greater with a minimum density of 93% of TMD. Areas that are not compacted to the specified daily average will be evaluated by the GC and may either be removed or subject to a price reduction. 3. Thickness: In place compacted thickness tested in accordance with ASTM D3549. 4. Surface Smoothness: Test finished surface of each hot mix asphalt course for smoothness, using 10 foot straightedge applied parallel with and at right angles to centerline of paved area, or by measuring depths of bird baths immediately after a rain. 5. Workmanship: Finished Surfaces, Especially in High Visibility Areas: Smooth, free of cracks, raveling or spalling holes, rake or roller marks and depressions, or bird baths. Problem Areas Identified: Correct by removing, paving avin or reheating and re- rolling if possible. 6. Bird baths exceeding 1/4 inch deep and 10 sft shall be remedied by the Contractor. D. Concrete Testing: 1. Point of sampling and the method of securing the Samples to be determined by the independent testing agency in accordance with ASTM C172. 2. Perform 1 slump test in accordance with ASTM C143 for each truckload of concrete. 3. Perform 1 air -entraining test in accordance with ASTM C231 or C173 for each truckload of concrete. 4. Test the concrete unit weight in accordance with ASTM C138 or C567, as applicable. 5. Test the air content and fresh concrete temperature of each set of concrete cylinders. a. Concrete Cylinder Testing to be in accordance with ASTM C31 and C39. Perform one test for each 150 cubic yards (or fraction thereof) of each class of concrete placed each day. b. Concrete Cylinder shall consist of 4 inch standard cylinders. c. Test one of the cylinders at 7 days and second cylinders at 28 days. Save third cylinder as a spare if needed. d. Acceptance and evaluation of the concrete shall be based on ACI 301. 6. Workmanship: Finished surface free of cracks, stone holes, chips, footprints, graffiti, animal tracks or bird baths. PART 2 - EARTHWORK 2.1 Imported Fill, Bedding, and Trench Backfill A. Imported Fill: 1. Exclusive of rubble of gray or blue clay, peat, organic matter, frozen lumps, stone due, limestone, or slag. 2. Have a moisture content such that material is capable of being compacted to 95% maximum density. 3. Grading requirements: Sieve Size Total % Passing 3/8 inch 100% #4 50 - 100% #100 B. Imported Pavement Aggregate: 1. DOT approved supplier and material. 2. 90% minimum crushed material. 3. Slag not allowed. 4. Grading requirements: Sieve Size Total % Passim 3/4 inch 100% 1/2 inch #8 20 - 45% #200 4 - 8% C.Imported drainage stone: 1. DOT approved supplier and material. 2. Grading requirements: Sieve Size Total % Passing 1/2 inch 100% 3/8 inch 90 - 100% #8 0 - 5% #200 < 30% D. Imported bedding and trench backfill: 1. Exclusive of rubble of gray or blue clay, peat, organic matter, frozen lumps, stone due, limestone, or slag. 2. Have a moisture content such that material is capable of being compacted to 95% maximum density. 3. Grading requirements. Sieve Size Total % Passina 3/8 inch 100% #4 50 - 100% #100 E. Native material used as fill, bedding, or trench backfill. 1. Exclusive of rubble of gray or blue clay, peat, organic matter, frozen lumps, stone due, limestone, or slag. 2. Have a moisture content such that material is capable of being compacted to 95% maximum density. 3. No rocks or lumps over 2 inch in greatest dimension. F. Imported Soil: 1. Topsoil shall consist of friable surface soil reasonably free of grass, roots, weeds, sticks, stones, or other foreign materials. 2. The topsoil shall consist of sandy loam, with soil particles within the following percentages: clay; 0-25; silt; 25-50; sand; 50-70; decomposed organic matter; 5-10. 3. The clay content is optional. 4. The soil shall have a soil acidity range between a pH 5.0 to pH 7.0. The soil salinity shall not exceed 3 millimhos per centimeter at 25oC (as described by USDA Circular No. 982). PART 3 - UTILITIES 3.1 WATER SERVICE MATERIALS A. Pipe: Copper: 1. B 88, Type K, soft -temper. 2. Lay water service below local frost depth (if applicable). 3.2 STORM SEWER PIPE MATERIALS A. Concrete Pipe (RCP): 1. Reinforced concrete: ASTM C76, Class III (unless otherwise indicated on Drawings). 2. Manufacturers: DOT approved manufacturer. 3. Joints: Rubber gasket, ASTM C443. B. PVC Profile (corrugated PVC): 1. PVC ASTM F949 and F794. 2. Manufacturers: Contec, A-2000; or approved equal. 3. Joints: ASTM F477 double gasket, ASTM D3212. C. PVC Closed Profile: 1. PVC ASTM F1804. 2. Manufacturers: Vylon pipe; or approved equal. 3. Joints: ASTM F477 gasket, ASTM D3212. D. Corrugated Polyethylene (HDPE): 1. Pipe shall have smooth interior, annular exterior corrugations, per AASHTO M294, Type S. 2. Virgin pipe resin, cell classification 424420C or 435400C per ASTM D3350. 3. Joints shall be water tight per ASTM D3212 and ASTM F1417. 4. Gaskets shall be polyisoprene per ASTM F477. 5. Fittings shall conform to ASTM F2306 N-12 Mega Green WT 1 B. 6. Manufacturers: Advanced Drainage Systems, Inc.; or Hancor-Blue seal WT 1 B. E. Aluminized Steel, Type 2 (Aluminum): 1. Aluminized Steel, Type 2 (Aluminum): 2. Aluminum material ASTM A929, ASTM B745, ASTM B790. 3. 16 gage (18 to 30 inch diameter); Asphalt -coated. 4. Manufacturers: CONTEC ULTRA FLOW; or approved equal. 5. Joints: Bell and spigot, gasketed joint, QUICK STAB. F. Transition Fittings: 1. Duplex adapter and ring similar to Certainteed Catalog No. 58433 or approved equal. 2. Rubber or elastomeric sleeve and stainless steel band assembly fabricated to match outside diameters of pipes to be joined. Sleeves for cast iron pipe shall conform to ASTM C564. Sleeves for PVC pipe shall conform to ASTM C443. 3.3 SANITARY SEWER PIPE A. Polyvinyl Chloride (PVC), Schedule 40 in conformance with ASTM D1785. Pipe joints shall be the same as the sewer. Service lead connections shall incorporate the use of "wye" branches. Tee branches are not permitted for onsite service leads. B. Cleanouts: Provide cast iron ferrule and countersunk brass cleanout plug, with round cast iron access frame and heavy duty, secured, scoriated cast iron cover. Pipe to be schedule 40 PVC. 3.4 MANHOLES A. Precast Concrete reinforced concrete in conformance with ASTM C478. Joints shall be rubber gasket per ASTM C443. Base Section: 6-inch minimum thickness for floor slab and 5-inch minimum thickness for walls and base riser section. Base section may be separate or integral with side walls. Riser Sections to be 5-inch minimum wall thickness, minimum 48-inch diameter, and lengths to provide depth indicated. Top Section to be eccentric cone type, unless concentric cone or flat top is indicated. Top of cone to match grade ring diameter. Grade Rings to be minimum thickness of 4 inches with minimum 24-inch internal diameter to match frame and cover. Steps to be modular iron reinforced propylene or aluminum and integrally cast into base, riser, and top sections sidewall at intervals in conformance with OSHA requirements. Frames and Covers to be ASTM A48-83, Class 35, heavy-duty, grey iron, 24-inch inside diameter by 7 to 9 inch riser with 4-inch minimum width flange, in compliance with local agency requirements or as indicated on Drawings. 3.5 CATCH BASIN AND CURB INLETS A. Precast reinforced concrete shall conform to the requirements specified for manholes, depth as indicated on Drawings. PART 4 - PAVING 4.1 ASPHALT MATERIALS A. Supplied by a DOT Approved supplier. B. All mixtures to be: 1. DOT approved mix designs for 20-year, 300,000 ESAL's (equivalent single axle load) design. 2. Utilize a minimum of 50% crushed stone. 3. Aggregate gradation requirements: Sieve Size Total % Passinq 3/4 inch 100% 1/2 inch 3/8 inch #4 45 - 80% #8 #16 #30 #50 #100 #200 3 - 6% 4. Air voids modified to 4% using regression for light traffic applications (if necessary). 5. Asphalt Cement: 5.5% to 6.5%. 6. PG: DOT approved for geographic region of project 7. Reclaimed Asphalt Pavement (RAP) as percent of total weight of the mixture: a. HMA Base: Maximum 35%. State DOT blending requirements; AASHTO M323. b. HMA Binder/Leveling: Maximum 25%. Use virgin binder one grade softer, for both high and low temperature, than specified if RAP greater than 20%. c. HMA Surface: Maximum 20%. No change in binder selection. d. HMA Mixtures with Polymer Asphalt: Maximum 10%. e. Greater than 25% RAP or Combination: Use virgin asphalt binder grade in accordance with State DOT blending requirements and AASHTO M 323. 8. Bond Coat: RS-2. 4.2 CONCRETE MATERIALS A. Concrete: Ready Mix Concrete conforming to ASTM C-94. 1. Design mix to project normal -weight concrete consisting of Portland cement, aggregate, air entraining admixture and water to produce the following properties: 2. Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated. 3. Air Content: 6 percent f1 percent. 4. Slump 1-4 inch maximum. 5. Water/cement Ratio: 0.5 maximum. B. Portland Cement: ASTM C 150, Type I.: Use same brand of cement throughout project. C. Fly Ash: ASTM C618, Type F. D. Aggregates: Grade aggregates according to ASTM C136 Class M, Exposure 4: 1. Coarse aggregate ASTM C33-55, Number 57. 2. Fine aggregate ASTM C33. E. Water: Potable. F. Admixtures: 1. Air Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures. 2. Calcium Chloride: Do not use calcium chloride in concrete. Do not use admixtures containing calcium chloride in concrete mixes. G. Fiber: 1. Polypropylene, ASTM C1116 Type III. 2. Fiber mesh 300 e3, or equal. 3. Graded Length (3/4" - 2 1/2"). 4. 1.5 Ibs per cubic yard in dumpster pad slab area. H. Expansion Joint Materials: Joint Filler: Shall be a preformed fiber joint material composed of blended, bonded, flexible and waterproof fiber meeting the requirements of AASHTO M213, or approved equal. I. Liquid -Membrane Forming Curing Compound: Complying with ASTM C 309, Type I, Class A. Moisture loss not more than 0.055 gr./sq. cm. when applied at 200 square feet per gallon. Color shall be Clear or White. J. Bonding Compound: Acrylic base, rewettable type. 1. Dayton Superior; Product - Superior Concrete Bonder (J-41). 2. Euclid Chemical; Product - Euco-Weld. 3. L & M Chemicals; Product - Everweld. K. Joint Sealant Materials: Joint sealant shall be a gray elastomeric silicone or polyurethane sealant designed for concrete expansion and control joints conforming to ASTM C920, or approved equal. L. Concrete Sealer: 'Scofield' cementone clear sealer. Apply per manufacturer's recommendations. M. Optional Concrete Color Hardener: 'Scofield' Lithochrome, A33 "Classic Grey", apply per manufacturer's recommendations. 4.3 PAVEMENT MARKINGS H. Marking paint shall meet Federal Specification GSA-FSSTT-P-115E Type 1. I. Size and Color: 4-inch width, white, yellow, blue or other color depending on intended use. Color as indicated on the Drawings. J. Traffic paint shall be spray type for stripe marking. Contractor may use one of the following: 1. Repcolite 47610 Traffic Marking Paint: - white and 47660 Traffic Marking Paint - yellow. 2. Sherwin Williams - Setfast Low VOC Acrylic Traffic Marking Paint TM 5623 (White), TM 5627 (Yellow). 3. See site plan and details for specific colors for different elements. K. Thermoplastic Marking system: 90 mil thickness (minimum), continuous heat applied, double drop reflective media, 3M (or approved equal) All Weather. 4.4 ADA TRUNCATED DOMES A.Install at all sidewalk ramps in public right of way, or as required by municipality. Materials shall comply with current ADA accessibility guidelines specifications. PY Y 9 P B. Approved manufacturers: 1. Armor -tile vitrified polymer composite (VPC). 2. East Jordan Iron Works (EJIW), Series 7005 cast-iron warning plate. Color: Brick Red Federal Color No. 22144. 3. ADA Solutions, Inc. tactile warning surface, glass and carbons reinforced composite. 4. Duralast, detectable warning, cast iron plates. PART 5 - LANDSCAPING MATERIALS 5.1 Plant Materials: Certified by state Department of Agriculture, described by ANSI Z60.1 and free of disease or hazardous insects. Nursery stock shall meet the USA Standards of Nursery Stock (USA Standard Z60.1, latest edition) as published by the American Association of Nurserymen. 5.2 MISCELLANEOUS LANDSCAPE MATERIALS A. Slow Release Fertilizer for Trees and Shrubs: Slow release plant food tablets with a guaranteed analysis of 14-3-3, 17 grams with a 2 to 3 year duration, Woodace Briquets as manufactured by Vigoro Industries, Fairview Heights, IL, or approved equal. Install at rate of 6 tablets per 1-inch caliper of trunk. Install for shrubs per manufacturer's recommendations. B. Wrapping Materials: Burlap or arboricultural tree wrapping paper of 40-pound weight or greater with crepe surface. Wrap shall be secured with twine or weather -tolerant tape or equal as approved by Civil Engineer. C. Stakes: New 2 inch by 2-inch hardwood lumber stakes, cedar or galvanized steel posts, 6 feet in length minimum, pointed end. Only 1 type, wood or metal, shall be used. D. Tree Supports: Noncorrosive, of sufficient strength to withstand wind pressure and resultant movement of plant life, minimum 12-gauge wire or flexible 2 to 3-inch-wide nylon or plastic straps. E. Plant Protectors: Rubber sleeves of suitable length over cable to protect plant stems, trunks, and branches to be 1/2 inch inside diameter reinforced rubber hose. All sleeves shall be uniform in color. F. Anti -Desiccant: An emulsion, which provides a protective film over plant surfaces, sufficiently permeable to permit transpiration. Delivered in containers of the manufacturer; they must be mixed in accordance with his directions. "Dow Wax" by Dow Chemical Company, and Wilt Proof by Nursery Specialty Products, Inc., Groton Falls, New York, or approved equals acceptable. G. Tree, Shrub, and Parking Lot Island Mulch: Mulch shall be double shredded, non -dyed, hardwood free from deleterious materials and fine dust, suitable for top dressing of trees, shrubs, or plants. Shredded redwood bark (gorilla hair) or other materials susceptible to igniting shall not be used. P 9 9 H. Weed Barrier Fabric: Polypropylene or of ester eotextile separation fabric 3 polyester 9 P oz./sq. yd. (101 g/sq. m) minimum, composed of fibers formed into a stable network so that fibers retain their relative position. Fabric shall be inert to biological degradation and resist naturally encountered chemicals, alkalis, and acids. I. Pre -Emergent Herbicide (Selective and Nonselective): Effective for controlling the germination or growth of weeds within planted areas at the soil level directly below the mulch layer. J. Post -Emergent Herbicide (Selective and Nonselective): Effective for controlling weed growth that has already germinated. 5.3 MAINTENANCE A. Maintenance shall be the responsibility of the Contractor throughout the warranty period until Final Acceptance. 1. Final Acceptance for Plantings: Certificate of Final Acceptance shall be executed after landscape plantings are reviewed by the Construction Manager, Civil Engineer, and Owner, one year from Substantial Completion, and have determined that the maintenance and warranty requirements have been satisfactorily performed. Following Final Acceptance, maintenance will be considered the responsibility of the Owner. 2. Maintenance by the Contractor shall include: a. Supplying necessary labor and equipment. b. Performing necessary watering, cultivation, weeding, pruning, wound dressing, disease and insect pest control, protective spraying, replacement of unacceptable material, straightening plants that lean or sag, adjustment of plants that settle or are planted too low, and any other procedure consistent with good horticultural practice necessary to insure normal, vigorous, and healthy growth of all Work under this Contract. c. Visits to perform the foregoing Work shall be as necessary as the weather may require. d. d) Disease and Insect Pest Control: Inspect all plant materials as necessary to locate any disease or insect pest infestations. Upon the discovery of any disease or insect pest infestation, identify, or have identified, the nature or species of the infestation and submit the proposed method of control to the Construction Manager for approval prior to application of control measures. e. Removal of all support stakes and wrapping. 5.4 WARRANTY A. Warranty all plant materials against defects, including unsatisfactory growth and death. This warranty does not include plantings damaged by others, or unusual phenomena or incidents that are beyond the Contractor's control. 1. At the end of the warranty period, all plants shall be alive and growing in a healthy, vigorous manner. 2. The Owner reserves the right to reject any plant materials that have lost major mature branches prior to final acceptance; and, therefore, no longer meet the specifications for quality as specified. PART 6 - ELECTRICAL 6.1 COMMON WORK RESULTS FOR ELECTRICAL A. Provide all materials and equipment and perform all labor required to install new complete electrical system as indicated on Drawings, as required by code and as specified herein. 1. Temporary service as required. 2. Primary distribution by electric company. 3. Secondary service and metering installation by contractor. 4. Telephone system conduit and cables as shown on the drawings. 5. Exterior lighting fixtures and lamps, installation and wiring. B. This Contractor shall furnish all labor, materials and equipment necessary to install all of the 208/120-volt electrical service from the utility company transformer to the service entrance equipment, including cables, conduit, pull wire, and ground rod and sleeve. contractor shall coordinate installation of the main electrical disconnect with this Work. C. Electrical equipment furnished by other trades or by this Contractor and specified in or indicated on Contract Documents shall be installed and connected by this Contractor, except as otherwise noted. Provide branch circuit connections to electrically operated equipment furnished by others as specified in or indicated on the Contract Documents. Temporary wiring for other Contractors shall be furnished and installed by this Contractor who shall be entirely responsible for the safe and satisfactory operation of said temporary wiring. Comply with latest requirements of Occupational Safety and Health Act (OSHA). Provide personnel ground fault protection on all temporary power and lighting circuits 30 amperes or less. Ground fault circuit interrupters on construction circuits are not required where circuit is a permanent circuit to be a part of the completed building. However, Contractor shall provide approved cord sets incorporating GFCI protection for personnel. Refer to the National Electrical Code (NEC). D. All Work shall be done in accordance with: 1. NEC. 2. Codes: state, city and county building codes and ordinances. 3. National board of fire underwriters. 4. Certain codes and standards as set up by various technical societies such as UL, NEMA, 5. NECA, IEEE, ASTM, IES, IPCEA, and ANSI. 6. This Work shall be governed also by local inspector's requirements. 7. Federal occupational safety and health act standards. 8. Americans with Disabilities Act. E. All permits required b laws ordinances and building codes having jurisdiction shall P q Y 9 9 J be obtained at proper time by and at the expense of this Contractor. F. All electrical work shall be inspected by the governmental agency having jurisdiction, including local inspection authorities. G.Owner reserves the right to direct removal and replacement of any item which do not present an orderly or reasonably neat or workmanlike appearance, provided that such item can be properly installed in such orderly way by methods usual in such work. additionally, owner will direct removal and replacement of any item which does not comply with Contract Drawings or Specifications. such removals or replacements shall be at the sole discretion of the Owner and shall be done by Contractor, at the Contractor's expense, when so directed in writing by the Owner. H. Electrical Contractor shall guarantee his workmanship and material for a period of one year from date of substantial completion and leave his work in perfect order at completion. I. Should defects develop within guarantee period, this contractor shall, upon notice of same, remedy defects and have damages to other work or furnishings caused by defects or work or correcting some repaired and/or replaced at his expense to condition before such damage. J. Within 90 days after the date of system acceptance, record drawings of the actual installation shall be provided to the building Owner. record Drawings shall include as a minimum the location and rating of each piece of equipment, general configuration of wire and conduits including sizes and routing, etc. 6.2 LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES A. Conductors shall be copper. unless noted otherwise on the drawings, the minimum copper wire sizes for wet and dry areas as defined by the NEC shall be as follows: 1.20 AMP CKT BKR OR FUSE = #12 AWG, THHN/THWN. 2.30 AMP CKT BKR OR FUSE = #10 AWG, THHN/THWN. 3. 40 AMP CKT BKR OR FUSE = #8 AWG, THHN/THWN. 4. 50 AMP CKT BKR OR FUSE = #8 AWG, THHN/THWN. 5.100 AMP CKT BKR OR FUSE = #3 AWG, THHN/THWN. 6.125 AMP CKT BKR OR FUSE = #1 AWG, THHN/THWN. 7.200 AMP CKT BKR OR FUSE = #3/0 AWG, THHN/THWN. B. The following color code shall be used: 208/120 Volt Phase A Black Phase B Red Phase C Blue Neutral White Ground Green Isolated Ground Green/Yellow Tracer 6.3 RACEWAYS AND BOXES A. Raceway and enclosure sizes shall be as shown on drawings or, if not shown, shall be sized to comply with NEC fill requirements for conductors enclosed. B. Pull or junction boxes shall be provided in all raceway systems at maximum of 100-foot intervals and where required to avoid excessive number of bends, to facilitate wire pulling or to provide access to raceway system. C. PVC schedule 80 conduit with rigid galvanized steel elbows may be used under floor slab. minimum conduit size shall be 3/4". D. PVC conduit used under floor slabs shall have rigid galvanized steel ells and metallic conduit above floor slab. 6.4 ELECTRICAL SERVICE AND METERING A. Metering equipment shall be furnished by electrical utility company and installed by this Contractor. coordinate with electric company. equipment shall be installed as indicated in one -line diagram on the Drawings. 6.5 IT INSTALLATION A. The Contractor is responsible for reviewing and understanding Wendy's requirements and forms to ensure a timely installation of it equipment. the contractor shall complete, sign, and return the it readiness form as required. B. The following are the Site readiness minimum requirements: 1. The installation of all kitchen equipment is complete. 2. The building has permanent power. 3. All isolated ground (IG receptacles) are installed and energized. 4. The front counters are complete and energized. 5. Interior walls are completed for kiosks. electrical equip is installed and operational. 6. Electrical is installed and energized and walls are completed and ready for queuing boards. 7. Drive-thru loops are installed to HME's specifications. 8. Bun warmers are installed. 9. MWS cart is onsite. 10. HME loops (drive thru loops) are visible. LT_l irr=Y•linsiz l6yl l►r_I►i•I&ymlli►vAicl►Nr_Vig[o]OI 6.1 SOIL EROSION AND SEDIMENTATION CONTROL MATERIALS A. Stabilized Construction Entrance: 1. Stabilize a pad of clean crushed stone located at points where traffic will be accessing a construction site. Minimize construction access points to locations as indicated on the Drawings. 2. Stone Size - Use ASTM C33, size No. 2 (2-1/2-inch to 1-1/2-inch) or 3 (2 inch to 1 inch). Use clean crushed angular stone. Crushed concrete of similar size may be substituted but will require more frequent upgrading and maintenance. 3. Place on woven geotextile fabric if underlying soils are soft. TerraTex GS, or equal. 4. Thickness: Not less than 6 inches. 5. Width: Not less than full width of points of ingress or egress or a minimum of 20 feet. 6. Length: 50 feet minimum where the soils are course grained (sands or gravels) or 100 feet minimum where soils are fine grained (clays or silts), except where the traveled length is less than 50-feet or 100 feet respectively. These lengths may be increased where field conditions dictate. Stormwater from up -slope areas shall be diverted away from the stabilized pad where the slope of the access road exceeds 5%, a stabilized base of Hot Mix Asphalt Base Course. B. Mulch Blanket: 1. 4H:1V: Straw; North American Green S-75; LANDLOK S1; or equal 2.3H:1V: Straw; North American Green S-150; LANDLOK S2; or equal. 3. North American Green Bio-Stake blanket pins at least 6 inches long or equal. 4. Steel anchoring pins are not allowed without written permission of the Engineer. C. Hydro -Mulch: 1. Biodegradable, Hydraulic Mulch (HM) composed of 100% recycled cellulose fibers and a tackifier. 2. Terra -Mulch Cellulose with Tacking Agent 3. 3. 30 Ibs/acre. D. Silt Guard: 1. Above Ground Filters: a. Frame and Filter Assembly: Silt Saver, Inc.; or equal. b. Nonwoven polypropylene filter with needle punched holes. c. High density polyethylene frame. d. 60-inch frame, high flow filter. e. Filter Material: 120 gpm/sft (min). f. Apparent Opening Size (AOS): 40 US Std. Sieve. g. Tensile Strength (ASTM D4632): 410/300 (min). 2. Inlet Protection (Catch Basins): a. Siltsak; by ACF Environmental, Inlet Pro Sediment Bag High Flow; by Hanes Geo Components; or equal. b. Geotextile fabric silt sump. c. Grab tensile strength: 250 to 275 pounds in accordance with ASTM D4632 (min). d. Zero gallons per minute per square foot (GPM/SF), water flow rate in accordance with ASTM D4491 (min). e. Apparent Opening Size (AOS): 40 US Sieve. f. Manufactured to meet size of inlet. E. Dewatering Filter Bags: 1. Ultratech International, Inc.: Ultra Dewatering Bag, SedCatch dewatering Bag; or equal. 2. Manufactured with pump pipe connection sized to match pump hose. 3. Nonwoven Geotextile, Needle Punched Polypropylene, 8 oz/syd (min). 4. Grab Tensile: 205 pounds in accordance with ASTM D4632 (min). 5. Flow Rate: 90 gpm/sft in accordance with ASTM D4491 (min). 6. Apparent Opening Size (AOS): 80 US Sieve. F. Geotextile Silt Fence: 1. Synthetic Industries, Terra TexSF-90, 2. Woven, high strength polypropylene. 3. Grab Tensile Strength: 124/101 Ibs (min) in accordance with ASTM D4632 (min). 4. Apparent Opening Size (AOS): 30 US sieve (max) in accordance with ASTM D4751 (max). 5. Water Flow Rate: 10gpm/sft (min) in accordance with ASTM D4491 (min). 6. Wood Stakes, Hardwood: 1.5-inch x 1.5-inch x 48-inch (min), 6 foot spacing (max) with 3/8-inch thick lath fastening bar. SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 PROJECT TYPE: NEW GLOBAL NEXT GEN 30 &A REV. DATE DESCRIPTION n A ISSUE DATE: **/**/**** PROJECT NUMBER: *23-220 DRAWN BY: CHECKED BY: 0 co m � r N_ U-) L.L Q Z 2i z0 Q J = LLJ � U F___Z v! Q0 LU 2 SHEET NAME CIVIL SPECIFICATIONS SHEET NUMBER CSPI VAR I top TTTTT f` +1e5'i('f r �43. }, ram,• . '. - _ ::.�;,�a-_ ter' ''' ;3�-�.z +�� �. � fit:. 'i�� - • �r L r r _ :' r � ------------- �m VON, 1p, A.6 -nIV -lb Pet ;i. CPU, F"_ wx FIW op . . . . . . . . . . . SIGN PACKAGE Wendy's Site #14639 1415EMain St. 0 WEN 14639 1415 E Main St. Cushing REV 0 Michael A. Patrick B. 8/12/24 MEET & MATCH - EXISTING (TYP) CONST. 54 L.F. & S' CURB PROP 2"DOMESTIC MEET &MATCH GUTTER WATER METER EXISTING (TYR) BM #1 CONTRACTOR TO CONFIRM -_ OWNEROFEX. WATERMETER __ ____ _ _ _ TO DETERMINE TO BE - — UTILIZEDFORIRRIGATION -- - --- PROP. FIRE HYDRANT v� - PROP PRESALE MERCHANDISER BOARD, SEE SHEET C7.W FOR D3ETAILS I (^ PROP. PIVOTING HEIGHTRESTRICTION I BAR, SEE ARCH PLANS I FOR DETAILS PROP. PIVOTING CANOPY AND DIGITAL ORDER CONFIRMATION BOARD, SEE SHEET C7.04 FOR DETAILS I EX. LIGHTPOLE TO REMAIN E. MBIB Stmet AND BE PROTECTED —�% MATCH. EX PROP. LIGHT POLE MATERIAL REFER TO ELECTRICAL PLANS FOR BASE DETAIL MEET&MATC IN�PoI'a5• II9.69' (TYP) ING w°�r ) BM#2 MEET 8 MATCH ----- -- -- EXISTING (TVP) T ---- TAPERCUR — — — _D -- i 0 0°-8• -_ -- _J--- n 3349' ^°wawa I i 3 - -J __ MEET &MATCH _ ` Y ' �� R3' PR P. S" DOUBLE �16 PAINT DPAVE( NET T ), STRIPE (TYP.) Ii law'+hn„„yl (M�W88°]39(xusola4B1' . I �( DUMPSTER ENCLOSURE —J--N4, PROP MEET&MATCH ar WITH HOSE BIB REF ER TO SHEET C7.03 FOR DETAILS. CONTRACTOR � - EXI$jlTrrvea-_ ---- �� �q - — SHALL ENSURE THAT HOSE BIB IS INSTALLED BEHIND BOLLARDS. PROI PROP. IDA RAMP 8 TRANSFORMER Wendy's Site #14639 1415 E Main St. Cushing, OK 74023 - - -- - -- -- c _ - I - --EXISTING ((TYP) - - \ or§ -ON SIGN Eml I I I I I I I i D�DICATED O -LARD D LIVERY 9, )>. 1j,-5 oi°Jl'15"E 190.00' I I __-- - TAPEPo CUR p•$• _ PROP. LIGHT POLE REFER TO ELECTRICAL F I AD A'� PLANS FOR BASE DETAIL M GS, I w Y P) SIGN (TYR )SEE DETAIL C7.05 I M, c A NEDr.c 2SF BLD I 385 ( PROP P op FFE=93610 SAFETY ' )) BOLLARD N RY ER CURB --9� ---- QH�F OHE ORE 99.93 (a h PROP. CONCRETE MEET & MATCH -----------r----DRIVETHRU LANE-__ __-_---- EXISTING_UP) ILED PROP OFFIC RATED GREASE SCALE: 1" = 50' SIGN KEY O Pylon Sign Channel Letters Channel Letters ® Channel Letters QIOR-PVC © MADE FRESH -PVC (► I DELIVERY PICK -UP -PVC ® Door Vinyl 8'-6" Window Canopy 10 Drive-Thru Canopy ® Single Clearance Pole 0 Delivery Order NORTH ELEVATION SCALE 3/32"=l'-0" 46'-0" 1 SOUTH ELEVATION SCALE 3/32"=l'-0" EAST ELEVATION SCALE 3/32"=T-0" 12'-0" , 1U0601-IA-WP141-LED 11 5'-101/2"5"� CAMEOS MOUNT 8" ABOVE 4'-2 1/2" SIGN CABINET o0 M M 10'-8" 6'-6" . I I 1 ,/I � r / v — SIGN CABINETS CLASSIC BRONZE 3 LINES i 4'-2" OF 8 •• N CHANGEABLE COPY 0 N 14'-2" ENTIRE POLE COVER CLASSIC BRONZE ALL WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD �` �$ 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U L LABELED PRODUCT THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 6000F THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN E122574 THELOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 6006(A) (1) OF THE NATIONAL ELECTRIC CODE DESIGN CRITERIA: 120 MPH WIND LOAD SOIL COMPACTNESS = 2,000 PSF 1 1/2" x 1 1/2" x 3/16" CONCRETE FOUNDATION - 3,000 PSI - 5 BAG, 28 DAY MIN. ALUMINUM ANGLE .063 AL CLADDING 12'-0" 1/4"-20 BOLTS TYP ATTACH CAMEO LOGO FRAME THRU BOLT TO TOP 1/2" STEEL PLATE LED ILLUMINATED I \ CHANNEL CAMEO -/8" GRADE A BOLTS / 1/2" STEEL PLATE I �\ DISCONNECTSWITCI c � - LED POWER SUPPLY (Cameo's) a o Oa o Oa o Ae o Ae 0 9a 9a 9a 9a 9a - o4a o4a qe oAa` 0 4e e . 0 4e qe a qe4 6.625" O.D. X .432" WALL STEEL POLE LED LAMP QTY (12) 72" GRADE A 5/8" BOLTS QTY (4) DISCONNECT SWITCH 6" X 6" X .375" WALL STEEL TUBE LED LAMP QTY (12) 48" GRADE A 5/8" BOLTS QTY (4) WEATHERPROOF "1" BOX CIRCUIT TO SIGN (BY OTHERS) CONCRETE FOOTER 10"X10"X.5" WALL STEEL TUBE U0601-IA-WP141-LED f-6.625"OD X.432 WALL STEEL PIPE STEEL PLATE 4" O.D. X .226 WALL 4 STEEL PIPE 12" STEEL PLATE 5/13" GRADE 8 BOLTS 4 (4) REO'D 3/4"STEEL PLATE � TGHT FIT ALL AROUND PLUG WELD PLAC (4)ES 6" X .375" WALL STEEL TUBE � 6" x 371" WALL STEEL TUBE -- 1/2-STEEL PLATE 4" 0 D. X .226 WALL STEEL PIPE 1/2" STEEL PLATE LEVELING NUTS (NO MORE THAN 1" SPACE) GRADE 8 BOLTS (4) (4) REO'D 1 114" STEEL PLATE TIGHT FIT ALL AROUND PLUG WELD 14) PLACES �10"X.5" WALL STEEL TUBE SCALE 3/16"=1'-0" T-9- 3'-0" ELECTRICAL REQUIREMENTS (1) ELECTRONIC LED POWER SUPPLY (.63 AMPS EA) (12) 72" LED LAMPS, 38W EACH 6 5/8" Hal 6 5/8" o ❑ 1 (12) 48" LED LAMPS, 21 W EACH -i� 11 1/2" (1) 30 AMP CIRCUIT REQUIRED �- 16 16 (Qty 2) 6 5/8" PIPE PLATE FOR THE INSIDE (Qty 2) 6" TUBE PLATE FOR THE INSIDE 16"� TOP & BOTTOM OF THE TOP SIGN TOP & BOTTOM OF THE TOP SIGN (Qty 1) 10" TUBE PLATE FOR THE OUTSIDE CABINET CABINET BOTTOM OF THE CABINET 1/2" THICK STEEL MOUNTING PLATES SCALE 1 /2"=1 '-0" CUSTOM SIGN CENTER, INC. 3200 VALLEYVIEW DR. COLUMBUS, OHIO 43204 800-522-2934 56 1 /4" V U1201-IA-52NR-CAMEO SELF-CONTAINED Self Contained Mounting Details N LETTERS AND CAMEO MOUNT WITH 1/4" X 3" HEX HEAD DRIVE SCREWS (3 CONNECTIONS PER LETTER MINIMUM) DISCONNECT SWITCH 12 VOLT ELECTRONIC POWER SUPPLY MOUNTED WITHIN WIRING BOX — 2"X4" STEEL STUDS 16" O/C 1/2" COX PLYWOOD STUCCO FORMED POLYCARBONATEFACES AND RETURNS WHITE L.E.D. ILLUMINATION (QTY.38) PERMLIGHT LEA'S PART# PIPS 851OW65 WIRING COMPARTMENT GROUNDING AND BONDING EXISTING OR BY OF SIGN CABINET OWNER 12GAUGE,120VOLTPRIMARY WIRING WITHIN STEEL CONDUIT. \ (QTY 1) DEDICATED 20AMP 040" ALUMINUM SIDES CIRCUIT BY OWNER AND BACKS SECTION/MOUNTING DETAILS WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD C@USALL 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. E122574 THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. SPECIFICATIONS -SIGN TYPE • SINGLE FACE -.040" ALUMINUM SIDES AND BACKS PAINTED CLASSIC BRONZE ■ CLASSIC BRONZE ❑ FACE TRIMS Er PROVIDED - CAMEO - FORMED POLYCARBONATE FACE WITH PRINTED GRAPHICS SECOND SURFACE WITH WHITE ILLUMINATED ❑ WHITE ❑ FASCIA COLOR ❑ REQUIRED LED ILLUMINATION. ■ PMS 166 RED HAIR ❑ RADIUS DIM. If required, customer to ■ PMS201 BURGUNDY HAIR ❑ BUILDING DIM. provide Custom Sign ■ PMS299BLUE ❑ FACADE ANGLE Center, Inc. with camera WALL 698 PINK ❑ OTHER ready or appropriate digital file. Please contact your IN `MS salesperson or Design Staff for appropriate file types. FILENAME:U1201-IA-52NR-CAME0 REV# SCALE:1/2"=1' insure that all CUSTOMER: LANDLORD: DATE:3/25/22 REV.DATE: DGNR:JLB SALES: T. SH EEHY I�to spelling, colors, and specifications for sign(s) meets customer& landlord approvals. rendered DATE: DATE: 81-51/411 4211 N LETTERS AND AME WITH 1/4" X 31HE) SCREWS 3 CONNE( PER LETT R MINIM DISCONNECT SWIT( 12 VOLT ELECTRONI POWER SUPPLY MO WITHIN WIRING B( WIRING COMPARTM EXISTING OR BY OWNER 12 GAUGE,120 VOLT P WIRING WITHIN STEE (QTY 1) DEDICATED 2 CIRCUIT BY OWNER U1201-IA-42NR-WHT-NC 214" STEEL STUDS 16" O/C 1/2" CDX PLYWOOD STUCCO FORMED POLYCARBONATE FACES AND RETURNS WHITE L.E.D. ILLUMINATION (QTY.38) PERMLIGHT ILEA'S PART# PFS 851OW65 GROUNDING AND BONDING OF SIGN CABINET .040" ALUMINUM SIDES AND BACKS SECTION/MOUNTING DETAILS WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD C@USALL 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. E122574 THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. SPECIFICATIONSSIGN TYPE • SINGLE FACE - ALUMINUM SIDES AND BACKS PAINTED CLASSIC BRONZE ■ CLASSIC BRONZE El FACE TRIMS V PROVIDED .040" - "WENDY'S" - EMBOSSED #7328 WHITE POLYCARBONATE FACES WITH WHITE L.E.D. ILLUMINATION ❑ 7328 WHITE POLYCARBONATE El FASCIA COLOR ❑ REQUIRED ILLUMINATED ❑ RADIUS DIM. If required, customer to ❑ BUILDING DIM. provide custom sign ❑ FACADE ANGLE Center, Inc. with camera 0 WALL ❑ OTHER ready or appropriate digital file. Please contact your salesperson or Design Staff for appropriate file types. FILENAME:LJ1201-IA-42NR-WHT-NC REV# SCALE:3/8"=1' IAo, oval SEanaturesR�uiredtoinsure that all CUSTOMER: spelling, colors, and specifications for sign(s) rendered LANDLORD: DATE:3.22.22 REV.DATE: DGNR:JLB SALES:T.SHEEHY meets customer& landlord approvals. DATE: DATE: This original design and all information herein are the property of Custom Sign Center, Inc. Artwork is subject to return if not purchased. Any unauthorized use is forbidden. © coardght2007 rm dghh—d QIOR-8 1 V-4 3/4" 'Clo.'QU1 ALITY IS OUR RECIPE. 1 1/2" FRONT VIEW - PVC LETTERS �WHITE VINYL ® ON Scale: 1/2" = V-0" 3/4" PVC FINISHED WALL SURFACE (SURFACE VARIES) 1/2" CDX PLYWOOD 3/4" EACH LETTER IS ATTACHED TO WALL SURFACE WITH A MINIMUM OF (3) 3/16"D. X 2" LONG ALL -THREAD STUDS AND SILICONE ADHESIVE SIDE VIEW - MOUNTING DETAIL Scale: 1 1/2" = V-0" 9 „ T � D o � M N D �O OQQ SCALE 3/8"=1'-0" MOUNTING DETAIL SCALE 1"=1'-0" MADE -FRESH -TO -ORDER STUD CONSTRUCTION 1/2" CDX PLYWOOD BUILDING FINISH MATERIAL 3/4" THICK PVC LETTERS MOUNTED TO FLUSH TO WALL SURFACE WITH 1/4" X 2" LONG ALL -THREAD STUDS AND SILICONE. MINIMUM OF (3) STUDS PER LETTER. rs DELIVERY -PICK-UP } bEt:kVLLPtI;KUP T FRONT VIEW - PVC LETTERS Scale: 1/2" = V-0" FINISHED WALL SURFACE (SURFACE VARIES) 1/2" CDX PLYWOOD 3/4" EACH LETTER IS ATTACHED TO WALL SURFACE WITH A MINIMUM OF (3) 3/1611D. X 2" LONG ALL -THREAD STUDS AND SILICONE ADHESIVE SIDE VIEW - MOUNTING DETAIL Scale: 1 1/2" = V-0" 36" • CREW 19 I I I/ ■ SINGLE FACE - ETCHED SECOND SURFACE VINYL ETCHED VINYL ■ NON -ILLUMINATED ■ WINDOW FILENAME: VINYL FRIES REV# SCALE: 3/4"=1' I Ao roval5ianaturesRepuiredtoinsurethatall CUSTOMER: spelling, colors, and specifications for sign(s) rendered DATE: 5/25/22 REV.DATE: DGNR:MDASALES:T.SHEEHY meets customer& landlord approvals. DATE: U1 201 -IA-INTERIOR AP 44-Etched DOOR VINYL ❑ FACE TRIMS Sd PROVIDED ❑ FASCIA COLOR ❑ REQUIRED ❑ RADIUS DIM. If required, customer to ❑ BUILDING DIM. provide Custom Sign ❑ FACADE ANGLE Center, Inc. with camera 1-1OTHERfile. ready or appropriate digital please contact your salesperson or Design Staff for appropriate file types. LANDLORD: DATE: AP-39 4611 46" U1 201 -IA-INTERIOR AP- 39-Etched Fry Vinyl 46" 4 82° ■ SINGLE FACE - ETCHED FIRST SURFACE VINYL ETCHED VINYL ❑ FACE TRIMS Sd PROVIDED ❑ FASCIA COLOR El REQUIRED NON -ILLUMINATED ❑ RADIUS DIM. If required, customer to ❑ BUILDING DIM. provide Custom Sign ❑ FACADE ANGLE Center, Inc. with camera ■ WINDOW ❑ OTHER ready or appropriate digital file. please contact your salesperson or Design Staff for appropriate file types. FILENAME: VINYL FRIES REV# SCALE: 1/2"=1' IAil yovalSianaturesRPquiredtoinsure that all CUSTOMER: spelling, colors, and specifications for sign(s) rendered LANDLORD: DATE: 5/25/22 REV.DATE: DGNR:MDASALES:T.SHEEHY meets customer& landlord approvals. DATE: DATE: )n AP-39 U1 201 -IA-INTERIOR AP- 39-Etched Fry Vinyl -I L_r__ _____L_j I ICI Ill ICI I ,�I L Lj ICI I iyp 1141131 1i —I--�/ ■ SINGLE FACE - ETCHED FIRST SURFACE VINYL NON -ILLUMINATED 0 WINDOW FILENAME: VINYL FRIES DATE:5/25/22 REV.DATE: REV# SCALE: NOTED kgovallianaturesRrIredtoinsurethata spe Ing, colors, and speciffications for signs) rend DGNR: VIDA SALES: T. SHEEHY meets customer& landlord approvals. DINING 1 /4" = V-0" ETCHED VINYL ❑ FACE TRIMS SdPROVIDED ❑ FASCIA COLOR ❑ REQUIRED ❑ RADIUS DIM. If required, customer to ❑ BUILDING DIM. provide Custom Sign ❑ FACADE ANGLE Center, Inc. with camera ❑ OTHER ready or appropriate digital file. Please contact your sale sperson or Design Staff for appropriate file types. elredCUSTOMER: LANDLORD: DATE: DATE: w N O H r PIVOTING SINGLE CLEARANCE POLE ® 8'-0" CAP TOP 4'-0" >� 3 1 /2" 6„ 4"O.D. (.226 WALL) STEEL PIPE COVER 3 1/2"O.D. (.226 WALL) STEEL PIPE SWING RETURN 2 7/8"O.D. (.276 WALL) STEEL PIPE Ln O � O 14" x 14" x 6" ALUMINUM COVER LEVELING NUTS AND WASHERS \ j GRADE (Qty 4) 1/2" DIA. x 30" "J" BOLTS BY MANUFACTURER 4 (Qty 4) #5 REBAR VERTICAL EQUALLY SPACED ON 18" CIRCLE BY GENERAL CONTRACTOR ♦ CONCRETE FOUNDATION -I BY GENERAL CONTRACTOR 4 #3 TIES @ 10" O/C (3 IN TOP 5") MAINTAIN 3" COVER ON ALL REBAR BY GENERAL CONTRACTOR PIVOTING CLEARANCE POLE SCALE 1/2"=1'-0" CAP END 2 7/8" X .203 WALL 1/2" THICK MOUNTING PLATE SCALE 1 1/2"=1'-0" INCLUDES SELF REGULATING HEAT TAPE PIVOTING-DTHRU-CANOPY HT 6'-4" i 6'-4" � 1'-61/4" —11�7 4" 1'-2" I � ? 3 1/2" i4 � 3'-1/2' 'I 2'-0" LEAN OUT 6" x 6" x 3/16" SQUARE STEEL o 0 TUBE Ln LEVELING NUTS AND WASHERS V,� 1 5/6" LED DOWN LIGHT v CONCRETE FOUNDATION BY GENERAL CONTRACTOR (Qty 6) #5 VERTICAL BARS #3 TIES 9 9" O.C. AT ai IIII BOTTOM 2/3 OF PEIR ir, u BY GENERAL CONTRACTOR (Qty 4) 3/4" DIA. ANCHOR "J" BOLTS 42" LONG. EMBEDDED. BY MANUFACTURER --10, 2'-0" 4-- SIDE VIEW SCALE 1/4"=V-0" 1'-01, -9 1 /2 / (4) 7/8" DIA ' �f HOLES FOR ANCHOR BOLTS (V O o Heat Tape = - Mounting Clips 1/2" THICK MOUNTING PLATE SCALE 1 1/2"=V-0" I 0 SURFACE LED DOWNLIGHTS PIVOTS AND RETURNS TO ORIGINAL POSITION WHEN STRUCK 14"x14"x6" ALUMINUM COVER FINAL GRADE ► 2'-0" -4 FRONT VIEW SCALE 1/4"=1'-0" 6'-4" '' ALL WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD TOP VIEW SCALE 1 /4"=1'-0" C ul. Dg 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. E 122574 THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. INCLUDES SELF REGULATING HEAT TAPE DTHRU-8-6-SILVER-CANOPY HT FRONT VIEW JIVL VILVV SCALE 1/2"=1'-0" -0„ Y J t./LL L 1/- 1 TOP VIEW SCALE 1/2"=1'-0" u ALL WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD C C L US 120 VOLT / 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. E 122574 THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. `pA INCLUDES SELF REGULATING HEAT TAPE DTHRU-8-6-SILVER-CANOPY HT 5/6" 81-611 2'-0 7/E 0 4 in TOP VIEW CANOPY REFLECTED VIEW MOUNTING DETAIL SCALE 3/8" : 1' �= 8'-6" 3'-0" T • o 12" FRONT VIEW SECTION VIEW 12SA CABINET MOUNTING DETAIL SCALE 3/8" : 1' QTY (4) TOTAL 1/2" GRADE 8 ALL THREAD THROUGH BOLT r (2 1/2" SCH 40 STEEL PIPE 3 .203 WALL THICKNESS) L f (4) TOTAL 1/2" X 6" LAGS FOR WOOD 2" DRAIN PIPE F10.75"1 21 " 7s•' • MOUNTING DETAIL SCALE 1": 1' 6.625" 3" .9375" • '' ALL WIRING MEETS NEC 2020 SPECIFICATIONS. SIGN TO BE WIRED TO A STANDARD 1 1 C oil. D$ 120 VOLT/ 20 AMP CIRCUIT. SIGN IS A U.L. LABELED PRODUCT 1.375" THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF LISTED ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. E 122574 THE LOCATION OF THE DISCONNECT SWITCH AFTER INSTALLATION SHALL COMPLY WITH ARTICLE 600.6(A) (1) OF THE NATIONAL ELECTRIC CODE. QTY (2) GLOBAL -DELIVERY ORDER PARKING PMS 299 PMS 287 *** U-Channel Post and install of post by others *** ■ SINGLE FACE - 3MM ACM PANEL ROUTED TO SHAPE WITH MOUNTING HOLES AND FLAT DECORATIVE GRAPHICS ■ PMS 299 ❑ FACE TRIMS Sd PROVIDED ■ PMS 287 ❑ FASCIA COLOR ❑ REQUIRED ■ NON -ILLUMINATED ❑ RADIUS DIM. If required, customer to ❑ BUILDING DIM. provide Custom Sign ❑ FACADE ANGLE Center, Inc. with camera 1-1OTHERfile. ready or appropriate digital Please contact your salesperson or Design Staff for appropriate file types. FILENAME: U1201-IA-DELIVERY ORDER PARKI NG REV# SCALE: 1 1/2"=1' I Ala roval5ianaturesR�uiredtoinsure that all CUSTOMER: spelling, colors, and specifications for sign(s) rendered LANDLORD: DATE:9.20.23 REV.DATE: DGNR: PB SALES:T. SHEEHY meets customer& landlord approvals. DATE: DATE: LUMINAIRE SCHEDULE MARK DESCRIPTION I MANUF./ CATALOG NO. SLA SEE BUILDING PLANS SLB 30,000 LUMEN LED, TYPE LSI SLM-LED-30L-SIL-3- 3 LUMINAIRE ON 20' UNV-DIM-50-70CRI POLE SLC SEE BUILDING PLANS OR EQUAL BY LAMPS VOLTAGE REMARKS - LED 120 250 WATTS; NOTE 1 NOTES UNO = UNLESS NOTED OTHERWISE 1. ALL POLES SHALL INCLUDE AN INTERNALLY MOUNTED, FACTORY INSTALLED, PENDULUM VIBRATION DAMPENER WITH FLUSH STAINLESS STEEL SOCKET HEAD FASTENERS FINISHED TO MATCH POLE. EXTERIOR PARKING LOT LIGHTING NOTES 1. REFER TO SITE LIGHTING SUPPLIERS 2. PARKING LOT TO HAVE AN AVERAGE OF 4 - 6 FOOTCANDLES IN THE PAVED AREA UNLESS LOCAL CODES REQUIRE LESS 3. CONSULT WITH THE PARKING LOT LIGHT SUPPLIERS TO HAVE A PHOTOMETRIC SITE PLAN PREPARED 4. LIGHT POLE: 20'-0" HIGH, 4" DIAMETER LIGHT POLE TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. POLE AND LUMINAIRE TO BE N FURNISHED BY THE SAME MANUFACTURER m POLE HEIGHT - 20'-0' w POLE DIAMETER - 4" POLE TYPE - STEEL SQUARE POLE FINISH - BRONZE o BOLT SIZE - 11" BOLT CIRCLE o ANCHOR BOLTS - 1 "x36" W/ N DOUBLE NUT AND WASHERS FOR PROPER INSTALLATION OF SITE LIGHTING ALWAYS USE DOUBLE NUTS AND WASHERS. THIS ASSEMBLY WILL PREVENT MOISTURE BUILD-UP IN THE POLE BY ALLOWING AIR TO CIRCULATE n THROUGH THE INSIDE OF POLE. BASES MOUNTED DIRECTLY TO CONCRETE CAN CAUSE A MOISTURE BUILD-UP, AND DETERIORATION nc Tuf= Dnl f='C CTARII ITV zo ANCHOR BOLT COVER � BY LIGHTING SUPPLIER 0 a --- I ; AIR GAP p G Q I C I 10% SLOPE I `°d I 'd I a ° THE ANCHOR BOLTS TO #5 VERTICALS o d 1.11 N (7) #5 VERTICAL BARS111 III dlll I�I .. PId a I I la I I IO d I I a d �. d .e I fn #3 HORIZONTAL TIES ® 12' O.C. ° t i .. o Al. NOTE: °a i. o REINFORCING BASED ON 90 MPH WIND ° I N AND 2500 PSF SOIL BEARING PRESSURE. ° .1 f A o LIGHTING SUPPLIER TO DETERMINE IF 4A WIND LOADS, SOIL BEARING OR LOCAL ° I'. ORDINANCES I 4 < o DIFFER AND ADJUST FOOTING Al 1 c� ACCORDINGLY. i, a WHEN POSSIBLE, LOCATE POLES ON Ia 44 I . I ala J OUTSIDE PERIMETER OF SITE l a a 4 a d 1' O W � d ° I ° I d a �a d1---.-----r. e a a dd .a . 1 "-6" MIN. I, VERIFY LOCAL CODES AND SOIL CONDITIONS EXTERIOR LIGHT POLE & STANDARD RAISED CONCRETE BASE DETAIL NO SCALE r SYMBOL LEGEND 3 J / ; / / / MAIN STREET / FT. RIGHT—OF—WAY / _ LAN ES / IN IN 'rHTING PHOTOMETRIC PLAN SCALE: 1 " = 20' NORTH 6 10 20 40 0-0 LIGHT POLE AND BASE 0 WALL/BUILDING FIXTURE SITE NUMBER: 00000 BUILDING TYPE:GLOBAL NEXT GEN 30 ASSET TYPE: FREESTANDING CLASSIFICATION: NEW OWNER: COMPANY/FRANCHISE BASE VERSION: 2022 UPGRADE CLASSIFICATION: NEW BUILD PROJECT YEAR: 2024 DESIGN TYPE: GLOBAL DRAWING RELEASE: SPRING 2023 � Bcx ENGINEERING M PROJECT TYPE: NEW GLOBAL NEXT GEN 30 0 co J T_ N� Lo L.L L0 Q z C Q G z0 Q J � W �U c/)z QO 1112 REV. 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B'B+'@++ +*B', E=+ ...9=%B'%F ++*+*B*+* +'@, +%8 C7,+8!,), +I+q*+ Vk ciry of __ � Montice.---o August 22nd, 2024 Re: Wendy's Restaurant PHONE:763-295-2711 FAx:763-295-4404 505 Walnut Street I Suite 11 Monticello, MN 55362 The Building Department and Fire Department have the following general comments for this project: • Provide fire truck turning radius on the civil plans. • Verify with the Fire Chief/Fire Inspector where the location of a fire hydrant shall be. These items may be submitted with the building permit application. Please contact the Building Department with any questions. Sincerely, 0�1 Ron Hackenmueller Chief Building Official www.ci.monticel lo.mn.us City Council Agenda: 9/23/2024 2H. Consideration of adopting Ordinance 833 amending the Monticello Citv Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.124 — Enforcement. Applicant: Citv of Monticello. Prepared by: Meeting Date: ® Consent Agenda Item Community Development Director 9/23/2024 ❑ Regular Agenda Item Reviewed by: Approved by: Chief Building Official, City Attorney City Administrator ACTION REQUESTED Planning Commission unanimously recommends approval of the proposed ordinance amendment. Motion to adopt Ordinance 832 amending the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section 153.124 — Enforcement, based on findings in Resolution PC-2024-37. REFERENCE AND BACKGROUND Property: Planning Case Number Request(s): Deadline for Decision Land Use Designation Zoning Designation: Overlays/Environmental Regulations Applicable: Current Site Uses: Surrounding Land Uses Legal Description PID #: 2024-32 City of Monticello N/A Amendment to Monticello Zoning Ordinance as related to zoning ordinance enforcement procedures N/A N/A N/A N/A N/A N/A ANALYSIS: Development Services staff propose an amendment to the Monticello Zoning Ordinance to address procedural requirements for zoning violation enforcement. The zoning ordinance provides a specific process for enforcing violations of the code. City Council Agenda: 9/23/2024 In discussing recent enforcement situations with the City Attorney, it was recommended that the City update the ordinance in three areas to facilitate more effective enforcement. The first amendment removes the requirement that violation notices be sent via certified mail. Regular mailed notice is sufficient and is sent through the postal system more rapidly than certified mail. The amendment also eliminates the language referring to correction based on the date of receipt of the violation notice, since this date will be unknown when using regular mail service. These changes will result in more timely notice to property owners and less cost and administrative time for staff. The second change relates to procedures for repeat code violations on the same property. The current ordinance does not adequately address violations which are noticed, corrected, and then repeated within a short period of time. Under the current ordinance, the process is simply repeated again. The proposed amendment allows the City to begin legal action against a property owner when repeated violations occur on a property, rather than continue the violation cycle repeatedly. This change will address consistently recurring nuisances which create frustration for adjacent property owners and burdensome in terms of staff time. Finally, the ordinance amendment proposes a small enforcement -related correction to Table 4- 9 of the ordinance, to correct a title consistent with the actual definitions in code for "Commercial Vehicles." Accurate identification of specific violations per code is important when issuing violation notices. Budget Impact: Budget impacts are minimal and relate to costs incurred by the City Attorney for review of the proposed ordinance amendment. II. Staff Workload Impact: Approximately 6 hours of staff time on the part of the Community Development Director and Chief Building Official. III. Comprehensive Plan Impact: The Monticello 2040 Plan recognizes that the "Implementation of the land use goals of the Comprehensive Plan will require the use of zoning tools." Zoning ordinances and their enforcement help sustain community health, safety and welfare consistent with the following Monticello 2040 Plan policy: "Zoning to Manage Growth: Address land use conflicts, promote employment and economic vitality, and protect the health and safety of the city's residents, workers and visitors." PLANNING COMMISSION REVIEW AND RECOMMENDATION The Planning Commission reviewed the proposed ordinance and held a public hearing on the item during its regular meeting on September 3, 2024. During their discussion, the Commission inquired about rental violations as it relates to the proposed ordinance. Staff confirmed that the City Code for rental licensing has its own process for violation notice and action. The Commission inquired whether notice is sent to both the City Council Agenda: 9/23/2024 rental property owner and tenant for rental violations. Staff confirmed that as the current process. No public was present to address the Commission on the item. Following discussion, the Commission recommended approval of the ordinance amendment unanimously. STAFF RECOMMENDED ACTION Staff recommend adoption of the proposed amendments. The Enforcement chapter of the zoning ordinance provides the City with the tools needed to protect public health, safety and welfare, which is the foundation of the zoning code itself. The enforcement regulations are intended to correct issues as quickly as possible when they arise, and to prevent repetition of conditions which can impact the quality and character of individual properties and neighborhoods. City staff will continue to work proactively to provide information on ordinance requirements relating to blight and nuisance to property owners through a variety of communication resources. Staff use information and education as the first approach with residents whenever possible. However, having effective regulations in place is critical when issues arise which require enforcement action. SUPPORTING DATA A. Ordinance 833, Draft B. Resolution PC-2024-37 C. Monticello Zoning Ordinance, Excerpts Ordinance No. 833 CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING MONTICELLO CITY CODE TITLE 15 — LAND USAGE, CHAPTER 153 — ZONING THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA, HEREBY ORDAINS. SECTION 1. Section 153.124, Enforcement Generally is hereby amended by adding the underlined language and deleting the stfikethfough language, as follows: § 153.124 ENFORCEMENT GENERALLY. (E) Notice of Violations (1) On finding that a violation of this chapter exists, the Community Development Department shall provide written notification of the violation to the owner of the property on which the violation exists and the person causing or maintaining the violation. The ,,otif,.atio,, shall be deliye,.oa b „c000-mal dery eeor- by eei4i fie mail with a ,-etu , r o „t request The notice of violation shall: (a) Describe the location and nature of the violation; (b) State the actions necessary to abate the violation; (c) Order that the violation be corrected within a specified reasonable time period not to exceed 30 days after Feeeipt of the notice of violation is sent; (d) State what course of action is intended if the violation is not corrected with the specified time limit; and advise the alleged violator(s) of their right to appeal the notice of violation to the Board of Adjustment and Appeals in accordance with § 153.028(H). (2) On receiving a written request for extension of the time limit for correction specified in the notice of violation, the Community Development Department may, for good cause shown, grant a single extension of the time for up to 30 days. (3) If a third violation occurs within a 12 month period occurs. the Communitv Development Department is not required to send a notice before proceeding with an enforcement action as contemplated by this chapter. (4) If the owner of the property cannot be located or determined, the Community Development Department shall post a copy of the notice of violation on the building, structure, sign, or site that is the subject of the violation. In such a case, the time limit for correction of the violation shall be deemed to begin five days after the notice is posted. SECTION 2. Section 153.067, Off -Street Parking, Table 4-9, Yard Requirements for Off -Street Parking Areas & Driveways in Residential Areas, is hereby amended by adding the underlined language and deleting the strikethr-ouk language, as follows: 231129v2 TABLE 4-9: YARD REQUIREMENTS FOR OFF-STREET PARKING AREAS & DRIVEWAYS IN RESIDENTIAL AREAS Location Diagram Passenger Recreational Emergency Small Other Area Vehicles Vehicles [1] Vehicles C ns*..,,etio- Notes Key [ 1 ] [ 1 ] Commercial Vehicles [ 1 ] SECTION 3. This ordinance shall be effective immediately upon its passage and publication. ADOPTED by the Monticello City Council this day of _ , 2024. Lloyd Hilgart, Mayor ATTEST Jennifer Schreiber, City Clerk 231129v2 ENFORCEMENT § 153.120 PURPOSE. This subchapter establishes procedures through which the city seeks to ensure compliance with the provisions of this chapter and obtain corrections for chapter violations. It also sets forth the remedies and penalties that apply to violations of this chapter. The provisions of this subchapter are intended to encourage the voluntary correction of violations whenever possible. § 153.121 COMPLIANCE REQUIRED. (A) In general. Compliance with all the procedures, standards, and other provisions of this chapter shall be required by all persons owning, developing, managing, using, or occupying land or structures in the city. (B) Approvals required. All persons shall obtain all necessary building permits and/or development approvals required by this chapter prior to development. § 153.122 VIOLATIONS. (A) Failure to comply with this chapter or term or any condition of approval constitutes a violationAny failure to comply with a standard, requirement, prohibition, or limitation imposed by this chapter, or the terms or conditions of any permit or other development approval or authorization granted in accordance with this chapter shall constitute a violation of this chapter. Examples of violations include but shall not be limited to the following: (1) Develop land without first obtaining all appropriate permits or development approvals, and complying with all applicable terms and conditions. (2) Occupy or use land or a structure without first obtaining all appropriate permits or development approvals, and complying with all applicable terms and conditions. (3) Engage in any development or other activity of any nature in any way inconsistent with a permit or development approval, or other form of authorization granted for such activity by the city. (4) Violate, by act or omission, any term, condition, or qualification placed by the city upon a required permit, certificate or other form of authorization granted by the city to allow the development or other activity upon land. (5) To alter, maintain, or use any building or structure or to use any land in violation of any provision of this chapter. (6) Install, create, erect, alter, or maintain any sign without first obtaining the appropriate permits or development approvals, and complying with their terms and conditions. (7) Create, expand, replace, or change any nonconformity, except in accordance with this chapter. (8) Reduce or diminish the requirements of use, development, or dimensional standards below the minimum required by this chapter. (9) Through any act or omission, fail to comply with any other provisions, procedures, or standards, as required by this chapter. (10) To continue any of the above -stated violations. (B) Development shall adhere to approved plans. Permits or development approvals issued by a decision -making body authorize only the use, density or intensity, location, design, and/or development set forth on the plans reviewed in issuing such permits or development approvals. Development that differs from that which was approved by a decision -making body in a permit or development approval is a violation of this chapter. § 153.123 RESPONSIBLE PERSONS. The owner, tenant, or occupant of any land or structure, or an architect, engineer, builder, contractor, agent, or any other person who participates in, assists, directs, creates, or maintains a situation that constitutes a violation of this chapter may be held responsible for the violation and subject to the remedies and penalties set forth in this chapter. § 153.124 ENFORCEMENT GENERALLY. (A) Responsibility for enforcement. The Community Development Department shall be responsible for enforcing the provisions of this chapter. (B) General inspections. (1) Any member of the Community Development Department may enter upon land or inspect any structure to ensure compliance with the provisions of this chapter provided permission has been granted by one of the following: (a) An owner of the property in question; (b) A licensee of the business being inspected; (c) A resident of a dwelling on the property being inspected; or (d) Any other person in control of the premises. (2) If the owner, licensee, resident, or other person in control of a premises objects to the inspection of or entrance to the property, the Community Development Department may petition a court of competent jurisdiction for a search warrant to authorize entrance to the property. Such a warrant shall only be used to determine whether the provisions of this chapter or related state statute are being complied with and to enforce this chapter or related state statute. No unrelated criminal charges shall be made as a result of the warrant. No warrant shall be issued unless there is probable cause to issue the warrant. Probable cause occurs if the search is reasonable. Probable cause does not depend on specific knowledge of the condition of a particular property. (3) Nothing in this section shall be construed to limit the authority of the city to enter private property in urgent emergency situations where there is an imminent danger in order to protect the public health, safety and welfare. (C) Complaints regarding violations. Any person may notify the Community Development Department of a suspected violation of this chapter. In registering a complaint, the complaining party shall state fully the cause and/or basis of the alleged violation. The identity of individuals registering complaints shall remain confidential as required by M.S. § 13.44, as it may be amended from time to time. (D) Investigation of complaints. Upon learning there is a potential violation of this chapter, a member of the Community Development Department may conduct a general inspection to determine whether a violation of this chapter exists. (E) Notice of violations. (1) On finding that a violation of this chapter exists, the Community Development Department shall provide written notification of the violation to the owner of the property on which the violation exists and the person causing or maintaining the violation. The notification shall be delivered by personal service or by certified mail with a return receipt requested. The notice of violation shall: (a) Describe the location and nature of the violation; (b) State the actions necessary to abate the violation; (c) Order that the violation be corrected within a specified reasonable time period not to exceed 30 days after receipt of the notice of violation; (d) State what course of action is intended if the violation is not corrected with the specified time limit; and advise the alleged violator(s) of their right to appeal the notice of violation to the Board of Adjustment and Appeals in accordance with § 153.028(H). (2) On receiving a written request for extension of the time limit for correction specified in the notice of violation, the Community Development Department may, for good cause shown, grant a single extension of the time for up to 30 days. (3) If the owner of the property cannot be located or determined, the Community Development Department shall post a copy of the notice of violation on the building, structure, sign, or site that is the subject of the violation. In such a case, the time limit for correction of the violation shall be deemed to begin five days after the notice is posted. (F) Application of penalties. (1) On determining that the violator has failed to correct the violation by the time limit set forth in the notice of violation, or any granted extension thereof, or has failed to timely appeal the notice of violation, the Community Development Department shall take appropriate action, as provided in § 153.999, to correct and abate the violation and to ensure compliance with this chapter. (2) Each day a violation continues is a separate offense. (G) Emergency enforcement without notice. On determining that delay in correcting the violation would pose a danger to the public health, safety, or welfare, the Community Development Department may seek immediate enforcement without prior written notice by invoking any of the remedies or penalties listed in § 153.999. (Ord. 799, passed 2-27-2023) § 153.999 PENALTY. (A) If the responsible person to whom the notice of violation was directed fails to comply with the applicable provisions of this chapter, that person is guilty of a misdemeanor, and upon conviction thereof, shall be fined not more than $300 for each offense or imprisoned for not more than 90 days or both. (B) The city may also enforce any provision of this chapter by mandamus, injunction, or any other appropriate remedy in any court of competent jurisdiction. No related city permit, license or other approval will be issued to a person or property that has an outstanding notice of violation that is not being appealed, or is not subject to the provisions of a stipulation, order or settlement regarding that violation. (C) A person who knowingly makes or submits a false statement or document in connection with an application or procedure required by this chapter is guilty of a misdemeanor. (D) A person who violates, fails to comply with or assists, directs or permits the violation of a performance standard required by this chapter must reimburse the city or its agent for the actual costs of the tests, measurements or other procedures necessary to demonstrate that violation. (Ord. 799, passed 2-27-2023) City Council Agenda: 9/23/2024 21. Consideration of adopting Resolution 2024-89 declaring costs to be assessed, ordering preparation of assessment roll and calling for an Assessment Hearing on October 28, 2024, for the Downtown Roadwav and Pedestrian Improvements Proiect Prepared by: Meeting Date: ® Consent Agenda Item PW Director/City Engineer 9/23/2024 ❑ Regular Agenda Item Reviewed by: Finance Director ACTION REQUESTED Approved by: City Administrator Motion to adopt Resolution 2024-89 declaring costs to be assessed, ordering preparation of assessment roll, and calling for the assessment hearing for October 28, 2024, for the Downtown Roadway and Pedestrian Improvements Project. PREVIOUS COUNCIL ACTION April 24, 2022: Accepted the feasibility report and set a public hearing for May 22, 2023, for the Downtown Roadway & Pedestrian Improvements Project. June 13, 2022: Authorized Bolton and Menk, Inc. to provide engineering services for the Downtown Roadway and Pedestrian improvement project for a total cost of $241,250. September 26, 2022: Amended the original contract to include additional engineering services for a cost of $15,800. November 14, 2022: Authorized the preparation of a feasibility study and amend the original engineering contract for additional Broadway Avenue improvements at a total cost of $459,327. May 22, 2023: Adopted Resolution 2023-44 ordering improvement for the Downtown roadway and Pedestrian Improvements Project. August 7, 2023: Adopted Resolution 2023-68 accepting bids and awarding the Downtown Roadway and Pedestrian Improvements Project to Meyer Contracting Inc, in the amount of $10,790,214. REFERENCE AND BACKGROUND The City Council ordered improvements for the Downtown Roadway and Pedestrian Improvements Project in May 2023. The Downtown Roadway & Pedestrian Improvements Project includes improvements to River Street between Locust and Hwy 25, Walnut Street City Council Agenda: 9/23/2024 between River Street and Broadway Street, and Broadway Street between 500' east of Jerry Liefert Drive to Pine Street. The improvements included several pedestrian safety enhancements such as the addition and widening of sidewalks, traffic calming measures, flashing pedestrian signals, wayfinding signage and lighting improvements. Parking enhancements and underground placement of utility lines were also components of the project. The reconnection of Walnut to River Street and the widening of the turning radius at the northwest corner of Broadway and Pine Streets were included in the project. Broadway Street was fully reconstructed between Locust Street and Pine Street, and Walnut Street was reconstructed between Broadway Street and River Street. In conjunction with these reconstructions, the clay sanitary sewer main lines and private sewer laterals were replaced up to the property lines. Significant enhancements to the streetscape along the project corridors, as well as lighting, sidewalk and parking improvements were included in this project. The project also included the construction of a public parking lot on a portion of the following properties: 225 West Broadway, 213 West Broadway, 207 West Broadway, and 113 Walnut Street. Budget Impact: The project was funded from the Capital Projects Fund, Park and Pathway Fund, and Streetlight Fund. The total project cost is anticipated to be approximately $12,900,000. The feasibility study indicated $120,120 is anticipated to be assessed for sanitary sewer services. Other improvement elements from the project will not be included in the assessment roll. II. Staff Workload Impact: Staff workload impacts will include mailing assessment letter and working with Wright County to process assessments. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the resolution declaring costs to be assessed, ordering preparation of assessment roll and calling for an assessment hearing on October 28, 2024, for the Downtown Roadway and Pedestrian Improvements Project. SUPPORTING DATA A. Resolution 2024-89 B. Feasibility Study CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2024-89 DECLARING COSTS TO BE ASSESSED, ORDERING PREPARATION OF ASSESSMENT ROLL, AND CALLING FOR AN ASSESSMENT HEARING TO ADOPT AN ASSESSMENT ROLL FOR THE DOWNTOWN ROADWAY AND PEDESTRIAN PROJECT WHEREAS, contracts have been let and the improvements have been made that included roadway, sidewalk, utility, lighting, and landscaping improvements to River Street between Locust Street and Hwy 25, Walnut Street between River Street and Broadway Street, and Broadway Street between 500' east of Jerry Liefert Drive to Hwy 25; and other necessary appurtenant work; and: WHEREAS, the total costs of the improvements are $12,715,272; NOW THEREFORE BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA AS FOLLOWS: The City Council hereby determines that a portion of the project shall be assessed against benefitted property owners based upon benefits received without regard to cash valuation. 2. The City Clerk shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land without regard to cash valuation as provided by law, and he shall file a copy of such proposed assessment in their office for public inspection. 3. A hearing shall be held on the 281h day of October, 2024 at 6:30 p.m. in the Council Chambers at the Monticello Community Center to pass upon such proposed assessment and at such time and place all persons owning property affected by such improvement will be given an opportunity to be heard with reference to such assessment. 4. The City Clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published once in the official newspaper at least two weeks prior to the hearing and shall state in the notice the total cost of the improvement. The Clerk shall also cause mailed notice to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearing. 5. The owner of any property so assessed may, at any time prior to certification of the assessment to the County Auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment to the City, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment. If the assessment is not prepaid by November 27, 2024, the assessment shall be turned over to the County Auditor to be placed on the tax rolls for the following year and will accrue interest at the rate of 10% from the date of the public hearing. In subsequent years, the property owner may at any time thereafter, pay to the City the balance of the assessment remaining unpaid after the current year, provided such payment is made prior to November 15tn 6. The City Clerk shall forthwith transmit a certification of this assessment to the county auditor to be extended on the property tax lists of the county. Such assessments shall be collected and paid over in the same manner as other municipal taxes. ADOPTED BYthe Monticello City Council this 23rd day of September, 2024. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk ppppppp- -qqqq Submitted by: Bolton & Menk, Inc. 2040 Highway 12 East Willmar, MN 56201 P: 320-231-3956 F: 320-231-9710 O& MLENK Real People. Real Solutions. Certification Feasibility Report For Downtown Roadway & Pedestrian Improvements — Broadway Street City of Monticello, Minnesota OW1.127815 4-18-2023 PROFESSIONAL ENGINEER I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: Typed or Printed Name: Justin Kannas Date: 4-18-2023 License Number: 45055 Prepared by: Bolton & Menk, Inc. Certification Downtown Roadway & Pedestrian Improvements OW1.127815 Table of Contents I. PROJECT INTRODUCTION......................................................................................................................2 A. PURPOSE............................................................................................................................................... 2 B. SCOPE....................................................................................................................................................2 II. EXISTING CONDITIONS..........................................................................................................................2 A. STREETS.................................................................................................................................................2 B. PEDESTRIAN ACCESS ROUTES............................................................................................................... 2 C. BITUMINOUSTRAIL...............................................................................................................................3 D. WATERMAIN.........................................................................................................................................3 E. SANITARY.............................................................................................................................................. 3 III. PROPOSED IMPROVEMENTS.................................................................................................................4 A. STREETS.................................................................................................................................................4 B. PEDESTRIAN ACCESS ROUTES...............................................................................................................4 D. WATERMAIN.........................................................................................................................................4 E. SANITARY.............................................................................................................................................. 5 F. STORM............................................................................................................................................................. 5 IV. PERMITS................................................................................................................................................5 V. ESTIMATED COSTS................................................................................................................................ 5 VI. FUNDING...............................................................................................................................................5 VII. CONCLUSION & IMPLEMENTATION SCHEDULE....................................................................................6 A. IMPLEMENTATION SCHEDULE..............................................................................................................7 Tab. Table1— Funding Sources............................................................................................................................ 6 Table 2 — Proposed Implementation Schedule.............................................................................................7 Appendix Appendix A: Preliminary Cost Estimates Appendix B: Figures Appendix C: Preliminary Assessment Roll Prepared by: Bolton & Menk, Inc. Downtown Roadway & Pedestrian Improvements OW1.127815 Page 1 I. PROJECT INTRODUCTION A. PURPOSE The purpose of this Feasibility Report is to evaluate roadway, sanitary sewer, and pedestrian route improvements along Broadway Street from Jerry Liefert Drive to Pine Street. The City of Monticello has identified the need to improve pedestrian access and safety along the Broadway Street corridor, as well as the need for improved street surfacing, utilities, and median design, and trail widening and resurfacing. The City would intend to complete this project in coordination with Wright County's 2023 Pavement Preservation project along Broadway Street. This Feasibility Report includes the existing conditions evaluation, preliminary design review, and anticipated project costs with associated assessments to improve this section of the Broadway Street Corridor. Other project components along Broadway Street, Walnut Street, and River Street are not included in this report. SCOPE The locations of the proposed improvements are shown on several figures attached to this report, located in Appendix B. Wright County intends to complete a mill and overlay of the bituminous pavement along Broadway Street in 2023. In conjunction with Wright County's project, the City of Monticello's improvements would include revamping sanitary sewer, storm sewer, watermain, vegetation and concrete within medians, street light replacement, and curb and gutter replacement where identified drainage issues exist. A new sidewalk extension, and pedestrian access route improvements are included in the project to increase safety and meet current ADA requirements. II. EXISTING CONDITIONS A. STREET The section of Broadway Street that is proposed for the improvement project is shown in Figure 1 and Figure 2 and is a bituminous surfaced roadway with concrete curb and gutter extending along both sides east of Chestnut Street. Wright County has identified this section of Broadway Street as part of their 2023 Pavement Preservation project due to its age and current state of deterioration. Street medians exist along Broadway Street from Chestnut Street to Pine Street. The medians include sections of vegetated areas and large areas of annual plantings that are difficult to maintain. Street lighting along Broadway Street from Pine Street to Locust Street utilizes a combination of decorative lighting and overhead streetlights located behind the curb. This section does not have uniformity of distances between decorative lights and overhead streetlights. Street lighting from Locust Street to Chestnut Street continues with overhead lighting with supplemental decorative lights within the median. The decorative lights in the median are of a different style than those located between Pine Street and Locust Street. B. PEDESTRIAN ACCESS ROUTES Concrete sidewalk exists along both sides of Broadway Street from Pine Street to Chestnut Street. The existing sidewalk between Pine Street and Locust Street is lower than the abutting businesses in several locations and does not accommodate handicap accessible Prepared by: Bolton & Menk, Inc. Downtown Roadway & Pedestrian Improvements OW1.127815 Page 2 entries to businesses. The existing sidewalk along the north side of Broadway Street stops at Chestnut Street and requires pedestrians from the Otter Creek Road sidewalk system to cross Broadway Street. Additionally, all residential properties along the north side of Broadway Street west of Chestnut Street must cross Broadway Street to access a sidewalk system. All pedestrian access ramps along Broadway Street are not ADA compliant with the exception of the Walnut Street intersection that was completed in 2019. Portions of the concrete sidewalk have deteriorated and settled and are in need of replacement. Crosswalks crossing Broadway Street are secluded to the intersections of Walnut Street, Locus Street, and Elm Street. An additional crossing is located at Otter Creek Road and connects the sidewalk system along Otter Creek Road to the trail system along the south side of Broadway Street. Long distances of two to three blocks separate these crossings which require pedestrians from cross streets to find the nearest crosswalk or resort to crossing without a marked crosswalk. The existing crossing at Otter Creek Road has an outdated push button flashing system. The remaining crossings at unprotected intersections do not currently have flashing systems and pose a safety concern. C. BITUMINOUS PATH The existing eight -foot -wide bituminous path is located along the south side of Broadway Street and connects to the existing sidewalk near the Chestnut Street intersection. Numerous repairs have been completed on the path between Chestnut Street and Jerry Liefert Drive to maintain the pavement surfacing. The path has deteriorated beyond repair and needs to be reconstructed. There is a proposed sidewalk on the north side of Broadway Street between Chestnut Street and Otter Creek Road. The existing roadway in this area is predominantly a rural design with a small Swale between the edge of pavement and Right -of -Way. Some of the driveways to the houses contain culverts to perpetuate drainage. Other locations do not contain culverts or storm sewer. D. WATERMAIN A majority of this project does not involve watermain construction and predominantly involves surface improvements. Existing watermain is located on both sides of Broadway at the intersection of Prairie Pine Court. The existing watermain on Prairie Pine Court is a six- inch ductile iron pipe installed in 2006, and the watermain north of this intersection is a twelve -inch ductile iron pipe installed in 1976. These pipes connect at the Sandy Lane and Broadway intersection. The watermain on Prairie Pine Court dead ends south of the Broadway intersection. E. SANITARY The sanitary sewer collection system within the project scope runs along the Broadway Street corridor. The system flows to a lift station located on Walnut Street within West Bridge Park. The sewer system on Broadway Street contains vitrified clay pipe (VCP) and services that date to the late 1950's. The system on Walnut Street contains lined VCP and the services appear to be VCP. Aged VCP is prone to groundwater infiltration, sags, root intrusions, pipe deterioration, and sewer backups. The sanitary sewer manholes in this area are constructed of block/brick and mortar and are also prone to infiltration and structural failure. With the proposed improvements, the sewer system on Pine Street between Broadway Street and River Street can be eliminated and rerouted down Broadway Street. Due to the age and material of this system, it should be considered for replacement. Prepared by: Bolton & Menk, Inc. Downtown Roadway & Pedestrian Improvements OW1.127815 Page 3 III. PROPOSED IMPROVEMENTS A. STREETS The proposed reconstruction and mill and overlay areas are shown in Figure 1 and Figure 2. The proposed mill and overlay areas have been identified as part of Wright County's 2023 Pavement Preservation project. Spot repair of concrete curb and gutter will be removed and replaced at identified drainage issues, excessively damaged areas, and uncompliant pedestrian ramps. In the proposed street reconstruction areas, the entire street section, abutting curb, sidewalk, and medians will be removed and replaced. On Broadway Street, the west -bound left turn lane to Walnut Street will be eliminated, and the east -bound left turn lane to Pine Street will be extended to the Walnut Street and Broadway Street intersection. These improvements provide increased left turn lane capacity and a wider median allowing for pedestrian refuges. An east -bound left turn lane on Broadway Street to Walnut Street will be added to increase traffic flow. Street medians will be updated with a mixture of hardscape surfacing, planting beds, trees, vertical sculpture elements, and amenity lighting. Medians at the Walnut Street, Locust Street, and Maple Street intersections will be extended to create median refuges to increase pedestrian safety. Street lighting improvements include new City standard decorative poles and fixtures between Pine Street and Linn Street. PEDESTRIAN ACCESS ROUTES The proposed concrete sidewalk improvements from Pine Street to Locust Street include replacing the existing sidewalk from curb line to building face. The new sidewalk will be constructed in compliance with ADA regulations and create handicap accessible entrances to businesses where possible. Curb bump -outs with sidewalk will be constructed at all four corners of the intersection at Locust Street to provide safe refuge points for pedestrians. New sidewalk will be added to the north side of Broadway Street to connect the Otter Creek Road sidewalk system to the existing sidewalk at the intersection of Chestnut Street. All pedestrian access ramps will be replaced to meet ADA regulations. Damaged or settled sidewalk panels will be removed and replaced to create safe walking paths for pedestrians. The proposed concrete sidewalk on Broadway Street between Otter Creek Road and Chestnut Street provides an ADA compliant route that ties the sidewalk on Otter Creek Road to the existing sidewalk system on the north side of Broadway Street. The sidewalk improvements are shown on Figure S. The proposed crosswalk improvements include the addition of median refuges at the intersections of Walnut Street, Locust Street, Maple Street, and Otter Creek Road to allow pedestrians a safe place to stop while crossing Broadway Street. The pedestrian flashers at the Otter Creek Road crosswalk will be replaced with updated RRFB flasher systems to improve safety at the crossing. RRFB flasher systems will also be installed at the Walnut Street, Locust Street, and Maple Street crosswalks. C. WATERMAIN The proposed watermain improvements are shown on Figure 3. The proposed watermain Prepared by: Bolton & Menk, Inc. Downtown Roadway & Pedestrian Improvements OW1.127815 Page 4 improvements will connect the dead end watermain located at Prairie Pine Court to the existing 12-inch watermain on the north side of Broadway Street. D. SANITARY The proposed sanitary sewer reconstruction improvements are shown on Figure 4. The sanitary sewer main and services are proposed to be removed and replaced with new 12- inch and 15-inch PVC mains. Sewer services will be replaced from the main to the right-of- way line. Where buildings are located at the right of way line, services will be replaced as close as possible to the building (generally about 5-feet from the building face). Manholes will be replaced with new precast concrete manholes. In the remainder of the project area, the existing sanitary manhole adjustment rings will be removed and replaced with concrete rings. Two block manholes will be replaced with precast concrete manholes on Broadway Street at the Minnesota Street and Maple Street intersections. E. STORM The proposed storm sewer reconstruction improvements on Broadway Street from Otter Creek Road to Chestnut Street are shown on Figure 5. New reinforced concrete pipe (RCP) and precast catch basin and manhole structures will be installed to improve drainage on the north and south sides of Broadway Street. IV. PERMITS The following permits will need to be acquired during final design prior to construction: Wright County — Work within a County Highway Right -Of -Way for surface work and watermain looping crossing at Prairie Pine Court. National Pollutant Discharge Elimination System (NPDES) — Construction Stormwater V. ESTIMATED COSTS A summary of the estimated project costs for the sanitary sewer and sidewalk and storm sewer improvements between Otter Creek Road and Chestnut Street can be found on Table 3 in Appendix A. Costs for all other project components are not identified within this report. The costs identified are based on projects similar in nature and are subject to change. A contingency factor has been included to account for construction items not included and variances in unit prices. Also included are estimated engineering testing, administration, permits, and legal costs. VI. FUNDING If the City Council determines to assess property owners, the project costs will be assessed to the benefiting properties based on the City's assessment policy, in accordance with the Minnesota State Statute Chapter 429 Process. New sidewalk from Otter Creek Road to Chestnut Street would be Prepared by: Bolton & Menk, Inc. Downtown Roadway & Pedestrian Improvements OW1.127815 Page 5 * 1()% )(00*.(1 !2 0 4555! 45!5 4!&"! 5" !„ # 4! ! 41$51 4" !$2 48&5$& Item Completion Date Present Preliminary Engineering Report April 24, 2023 Open House May 3, 2023 Conduct Public Improvement Hearing & Order Plans and Specifications May 8, 2023 Approve Plans and Specifications & Authorize Advertisement for Bid May 22, 2023 Bid Opening June 22, 2023 Accept Bids & Award Contract July 10, 2023 Construction July 2023 — July 2024 Final Assessment Hearing October 2024 Prepared by: Bolton & Menk, Inc. Downtown Roadway & Pedestrian Improvements OW1.127815 Page 7 Appendix A: Preliminary Cost Estimates $,& $&, X $&" $&&" $&&" %* %- 312 i W. W, W., 191&42 & +( (0 & & X0 "M Appendix 6: Figures Downtown Roadway & Pedestrian Improvements Project City of Monticello Figure 1: Street Reconstruction Area BOLTON April 2023 e&MENK R��FR ST RFFT 7� Jam' c., O =J a 0 N m N O N t OJ !� w (V N O wFSTeRoq �C LL ��q ysTRF F r v 0 m u g LEGEND ti MILL & OVERLAY 0 oRz. 0 s0 100 FULL RECONSTRUCTION SCALE FEET Downtown Roadway & Pedestrian Improvements Project City of Monticello Figure 2: Mill & Overlay Area BOLTON April 2023 M E NK O � n m 1 m m O D 0 4 R� C,O FSTe \ Rogowq y �� STREET =J <v � Al AIT m w Qv v , N c-I OJ m U LEGEND oo MILL & OVERLAY 0 FULL RECONSTRUCTION HORZ 0 zoo aoo SCALE FEET 2 Downtown Roadway & Pedestrian Improvements Project City of Monticello Figure 3: Proposed Watermain BOLTON April 2023 M E NK O m C7 i k, m m 70 O D WEST BROADWAY STREET a m N O N OJ 3 O T D N v rn z m rn u o ^ u l 7 � O n ti ti 0 25 50 HORZ. u SCALE FEET F- Downtown Roadway & Pedestrian Improvements Project City of Monticello o so 100 HORZ. SCALE FEET LEGEND i z z m Ln O D m m R. r m m m WEST BROADWAY STREET "REPLACE MANHOLE WEST BROADWAY STREET RIVER STREET i tl 0 gas wnu�ur s. Ln N m m c a d A 8G£ 8'o $'[ I gmF Sip 0 8 R= a v 4 4 J4 A y 1 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T Figure 4: Proposed Sanitary Sewer \1 EXISTING LIFT STATION April 2023 8m g gas ep C 0 50 100 SCALE FEET fD&MENK Bt?LTdN z m cn m m ASSESSED PARCELS x Downtown Roadway & Pedestrian Improvements Project City of Monticello Figure 5: Proposed Storm Sewer & Sidewalk from Otter Creek Rd to Chestnut St BOLTON April 2023 M ENK O� 1 -Wc fi15 =s=imp O $o. m m - •- .ter. >. .. •... .. t.. .. .. "..i .. x. .�.�"... ,'. -{.`:>� .. - Y .'.' !ti.` r. .. .. t .: a... A A 1 a o ` m u 0 a u m LEGEND 0 ASSESSED PARCELS x 0 60 120 HORZ. SCALE FEET WEST BROADWAY STREET Appendix C: Preliminary Assessment Roll )7-'! %! 2 &. #M I 3(4 5 ! %&# $ # # #$" % # + " % #$" $ #$" % " % #$ #$# $+ #$ #$ # $ #$$ # �! # # ## # #$" % #$ #$" % $ #$" % #$ )7-'! V 1.!"!#$%&#!/%% %& % 1 r'.OI 2 &. #M I 3(4 #) rr % $ # " # % $rr #$ % 0 I I r IXr " % #$" # I% 2 &' ##I 1 34 354 City Council Agenda: 9/23/2024 2J. Consideration of adopting Resolution 2024-90 declaring costs to be assessed, ordering preparation of assessment roll and calling for an Assessment Hearing on October 28, 2024, for the 7th Street Retaining Wall, Rectangular Rapid Flashing Beacon (RRFB), and Sidewalk Improvement Proiect Prepared by: PW Director/City Engineer Reviewed by: Finance Director ACTION REQUESTED Meeting Date 9/23/2024 Approved by: City Administrator ® Consent Agenda Item ❑ Regular Agenda Item Motion to adopt Resolution 2024-90 declaring costs to be assessed, ordering preparation of assessment roll, and calling for the assessment hearing for October 28, 2024, for the 7th Street Retaining Wall, Rectangular Rapid Flashing Beacon (RRFB), and Sidewalk Improvement Project. PREVIOUS COUNCIL ACTION November 27, 2023: Accepted the feasibility report and set a public hearing for December 11, 2023, for the Broadway Street Roadway and Utility Improvements Project and 71h Street Retaining Wall, Rectangular Rapid Flashing Beacon (RRFB), and Sidewalk Improvement Project. December 11, 2023: City Council ordered the improvement for the Broadway Street Roadway and Utility Improvement Project. December 11, 2023: City Council ordered the improvement for the 7th Street Retaining Wall, RRFB, and Sidewalk Improvement Project. April 8, 2024: City Council accepted bids and awarded the Broadway Street Roadway and Utility Improvement Project and 71h Street Retaining Wall, RRFB, and Sidewalk Improvement Project to Valley Paving, Inc. in the amount of $2,780,717.60. REFERENCE AND BACKGROUND The City Council ordered improvements for the Broadway Street Roadway and Utility Improvements Project and 7th Street Retaining Wall, Rectangular Rapid Flashing Beacon (RRFB), and Sidewalk Improvement Project in December 2023. Because there are no assessments associated with the Broadway Street Roadway Project, the assessment hearing relates only to the 7th Street project. This includes the following improvements: City Council Agenda: 9/23/2024 • Reconstruction of approximately 385 feet of retaining wall along the south side of 71n Street just west of Locust Street. • Construction of sidewalk along the north side of 7t" Street connecting Locust Street to Walnut Street. • Replacement of the rectangular rapid flashing beacon located at the intersection of Walnut Street and 7t" Street. • Construction of sidewalk along the south side of 7t" Street between where it ends east of Cedar Street to Washington Street excluding the portion of sidewalk scheduled to be installed by Wiha Tools. The project also includes the full -depth reclamation and re -striping of the parking lot for the Prairie Center building where the DMV is located. Budget Impact: The project was funded from the Capital Projects Fund, except for the portion for the DMV parking lot, which will be funded from the Deputy Registrar Fund. Wright County's share is estimated at $1,400,000, and $337,930 is proposed to be assessed according to the city's Assessment Policy as shown in the feasibility report. The 2024 budget includes $4,240,000 for the Broadway East, 7t" Street, and Prairie Center Parking Lot projects. The 7t" Street project cost is $3,030,000. II. Staff Workload Impact: Staff workload impacts will include mailing assessment letter and working with Wright County to process assessments. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommends approval of the resolution declaring costs to be assessed, ordering preparation of assessment roll and calling for an assessment hearing on October 28, 2024, for the 7t" Street Retaining Wall, RRFB, and Sidewalk Improvement Project. SUPPORTING DATA A. Resolution 2024-90 B. Feasibility Study CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2024-90 DECLARING COSTS TO BE ASSESSED, ORDERING PREPARATION OF ASSESSMENT ROLL, AND CALLING FOR AN ASSESSMENT HEARING TO ADOPT AN ASSESSMENT ROLL FOR THE 7T" STREET RETAINING WALL, RECTANGULAR RAPID FLASHING BEACON (RRFB), AND SIDEWALK IMPROVEMENT PROJECT WHEREAS, contracts have been let and the improvements have been made that included the following improvements: • 71h Street Retaining Wall, RRFB, Sidewalk included reconstruction of retaining wall along the south side of 7th Street just west of Locust Street; sidewalk construction along 7th Street connecting Locust Street to Walnut Street; sidewalk construction along the south side of 7th Street east of Cedar Street to Washington Street; replacement of RRFB; and other necessary appurtenant work. WHEREAS, the total costs of the improvements are $3,030,000; NOW THEREFORE BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTICELLO, MINNESOTA AS FOLLOWS: The City Council hereby determines that a portion of the project shall be assessed against benefitted property owners based upon benefits received without regard to cash valuation. 2. The City Clerk shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land without regard to cash valuation as provided by law, and he shall file a copy of such proposed assessment in his office for public inspection. 3. A hearing shall be held on the 281h day of October, 2024 at 6:30 p.m. in the Council Chambers at the Monticello Community Center to pass upon such proposed assessment and at such time and place all persons owning property affected by such improvement will be given an opportunity to be heard with reference to such assessment. 4. The City Clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published once in the official newspaper at least two weeks prior to the hearing and shall state in the notice the total cost of the improvement. The Clerk shall also cause mailed notice to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearing. 5. The owner of any property so assessed may, at any time prior to certification of the assessment to the County Auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment to the City, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment. If the assessment is not prepaid by November 27, 2024, the assessment shall be turned over to the County Auditor to be placed on the tax rolls for the following year and will accrue interest at the rate of 10% from the date of the public hearing. In subsequent years, the property owner may at any time thereafter, pay to the City the balance of the assessment remaining unpaid after the current year, provided such payment is made prior to November 151n 6. The City Clerk shall forthwith transmit a certification of this assessment to the county auditor to be extended on the property tax lists of the county. Such assessments shall be collected and paid over in the same manner as other municipal taxes. ADOPTED BYthe Monticello City Council this 23,d day of September, 2024. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk FEASIBILITY REPORT FOR THE 7TH STREET RETAINING WALL, RRFB, AND WALK IMPROVEMENT PROJECT CITY OF MONTICELLO, MINNESOTA November 14, 2023 Prepared by: Hakanson 7 Anderson Hakanson Anderson 3601 Thurston Avenue Anoka, MN 55303 Telephone: 763-427-5860 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of P innesota. I - 23461 November 14, 2023 Crai J. Joe um, P.E. Lic. No. Date Main Office: 45 H a ka n s o n 3601 Thurston Avenue, Anoka, MN 55303 1 Anderson Phone: 763/427-5860 Fax: 763/427-0520 www.haa-inc.com LIM= November 14, 2023 Matt Leonard, Public Works Director / City Engineer City of Monticello 505 Walnut Street Monticello, MN 55362 RE: Feasibility Report 7th Street Retaining Wall, RRFB, and Walk Improvement Project Dear Mr. Leonard: Enclosed please find the Feasibility Report for the City of Monticello's 7th Street Retaining Wall, RRFB, and Walk Improvement Project. This project will include the reconstruction of an existing retaining wall, the construction of new sidewalks in three areas along 7th Street, and the construction of a new Rectangular Rapid Flashing Beacon (RRFB) at the intersection of 7th Street and Walnut Street. A location map of the project areas is shown on Exhibit 1. The proposed improvements are technically feasible and will benefit the areas served. The total estimated project cost for the 7th Street Retaining Wall, RRFB, and Walk Improvement Project is $687,509. The project costs include construction costs plus 20 percent for construction contingency, engineering, legal, and administrative expenses. We would welcome the opportunity to present and discuss the contents of this report with you and your staff, the City Council, the benefiting property owners, and other interested parties. If you have any questions or need additional information, please call me at 763-852-0485. Sincerely, Hakanson Anderson I . Craig J. toc um, P.E. Project Engineer TABLE OF CONTENTS TITLE PAGE LETTER OF TRANSMITTAL TABLEOF CONTENTS.......................................................................................................TC-1 1. PROJECT DESCRIPTION................................................................................................ 1-4 2. ESTIMATED COSTS.............................................................................................................5 3. PROPOSED ASSESSMENTS................................................................................................5 4. PROJECT SCHEDULE..........................................................................................................6 5. CONCLUSIONS......................................................................................................................6 EXHIBIT Location Map APPENDIX Appendix A Estimated Quantities and Project Costs Appendix B Property List and Assessment Summary TC - 1 7TH STREET RETAINING WALL, RRFB, AND WALK IMPROVEMENT PROJECT CITY OF MONTICELLO, MINNESOTA 1. PROJECT DESCRIPTION This project will include the reconstruction of an existing retaining wall, the construction of new sidewalks in three areas along 7th Street, and the construction of a new Rectangular Rapid Flashing Beacon (RRFB) at the intersection of 7th Street and Walnut Street. A map showing the project locations is included on Exhibit 1. A. Wall Construction This part of the project will include the reconstruction of approximately 385 lineal feet of modular block retaining wall. The wall location is shown below. The existing wall height ranges from 1 to 6 feet in height and is currently showing signs of failure. A significant amount of impervious surface area from the commercial parking lots drain to the low area in the parking lots which is approximately 100 feet west of the east end of the wall. Stormwater is collected at the low area by two catch basins which discharge into an 18" storm pipe. Based on the stormwater model that was developed to analyze the system capacity, the low area will overflow the curb to the north which then overflows the existing retaining wall for all rainfalls greater than a 2-year storm event. The continuous overflow of stormwater over the wall is contributing to the wall failure. To eliminate the stormwater from overflowing the wall, it is proposed to construct the new wall approximately 1 foot higher than the existing wall and to construct an overflow in the curb. This design will direct stormwater for larger events to the east between the curb and the new wall. Legend v co a Wall Construction v �y sTyST W U O v /. J 2 7TH-ST W Q 1� JR & R !1, LLC BBF Froperhes, Inc C CO 24(/ Q� B. Area 1 Sidewalk and RRFB Construction Area I includes the construction of a new sidewalk segment on the north side of 7th Street between Locust Street and Walnut Street. It also includes the construction of a RRFB at the intersection of Walnut Street and 7th Street. The location of the proposed improvements is shown below. The new sidewalk section will facilitate directing pedestrians to the intersection of Walnut Street and 7th Street where they can cross 7th Street at the new RRFB. To eliminate the need for retaining walls on the new sidewalk segment, the north curb line on 7th Street between Locust Street and Walnut Street will be reconstructed approximately 5 feet south of its current location. Legend 6Ty Sidewalk Construction `STD CO A, J� G O v David W. Brinl�ma� A, CO -- ,, J SPO. LLC v NTH ST Area 1 dM RRFB PA C. Area 2 Sidewalk Construction Area 2 includes the construction of a new segment of sidewalk on the south side of 7th Street from the US Post Office to Wright Street. The location of this sidewalk segment is shown below. The construction of this sidewalk along with the sidewalk construction in Area 3 will complete the pedestrian route on the south side of 7th Street from Highway 25 to Washington Street. This sidewalk segment starts at the east side of the US Post Office driveway and will connect to a new sidewalk segment that is being built as part of the site improvements that are currently in progress on the property just east of the Monticello Training Center property. This sidewalk will also cross one existing driveway. Legend - Sidewalk Construction C:p': Area 2 Q- OT Q 7TH S TF CO ? e us TySTF Postal Bravera Monticello service Bank Training Center �NTERSTgTE 94 N E � D. Area 3 Sidewalk Construction Area 3 includes the construction of a new segment of sidewalk on the south side of 7th Street from the Washington Street Roundabout to the east end of the sidewalk that is currently being constructed on the property just east of the Monticello Training Center property. The location of this sidewalk segment is shown below. The construction of this sidewalk along with the sidewalk construction in Area 2 will complete the pedestrian route on the south side of 7th Street from Highway 25 to Washington Street. Legend Sidewalk Construction CO .4c/ pry SrF Area 3 Bluffs in Monticello, LLC i E 2. ESTIMATED COSTS The total estimated cost for this project is $687,509. The estimated project cost includes a 20 percent contingency for construction, engineering, legal, and administrative expenses. A summary of the project costs by project area is shown below. Appendix A includes a detailed breakdown of the estimated quantities and project costs. Area Construction Overhead & Contingency Total Wall Construction $244,842 $48,968 $293,810 Area 1- Sidewalk Construction $128,814 $25,763 $154,577 Area 2 - Sidewalk Construction $104,138 $20,828 $124,966 Area 3 - Sidewalk Construction $37,422 $7,484 $44,906 RRFB Construction $57,709 $11,542 $69,251 SUMMARY OF TOTAL COSTS $572,924 $114,585 $687,509 3. PROPOSED ASSESSMENTS The public improvement and property assessment process shall be carried out in accordance with Minnesota Statutes Chapter 429. The assessments shall be calculated in accordance with the current City Special Assessment and Trunk Area Policies and Procedures for Public Improvements and Maintenance Costs. The assessments for this project shall be calculated based on the "front footage" method of assessment for non-residential properties. The front footage assessment method applies to non-residential properties and is measured at the property line. Individual parcels can differ considerably in shape and area. In these cases, the actual physical dimensions of a parcel abutting an improvement (i.e., street, sewer, water, etc.) may not be construed as the frontage utilized to calculate the assessment for a particular parcel. Rather, an "adjusted front footage" will be determined. The purpose of this method is to equalize assessment calculations for lots of similar size. Individual parcels by their very nature differ considerably in shape and area. Per Section I O.B. Lc of the policy, new sidewalks along existing undeveloped properties shall be assessed 100% on a front foot basis for non-residential properties. This policy will apply to two properties in Area 2 and the property in Area 3. Per Section IO.B. Ld of the policy, new sidewalks either as a stand-alone project or as part of a street reconstruction project, shall be assessed 50% on a front foot basis for non-residential commercially zoned properties and assessed 25% for non-residential industrial zoned properties that abut the sidewalk. This policy will apply to the remaining properties not mentioned above. The cost of the RRFB's will not be assessed and it is proposed to assess the retaining wall construction at 50% of the project cost based on the footage of the wall on each property. The total estimated project cost is $687,509. The total cost proposed to be assessed to the benefitting properties is $337,930. Appendix B provides a list of the properties proposed to be assessed and the assessment calculations. 4. PROJECT SCHEDULE The proposed schedule for the 7th Street Retaining Wall, RRFB, and Sidewalk Improvements Project shall be as follows. 2023 Monday November 27 City Council Approves Feasibility Report and Sets the Public Improvement Hearing Date Wednesday November 29 Thursday November 28 Monday December 11 Monday December 11 Wednesday December 13 Thursday December 21 2024 Monday January 8 Tuesday January 23 Monday February 12 Monday May 6 Wednesday July 3 Friday August 2 Friday August 2 Monday August 26 Wednesday August 28 Wednesday August 28 Monday September 23 5. CONCLUSIONS Send Hearing Notice to Monticello Times for publication on December 7 and December 14 Mail Public Improvement Hearing Notices to Property Owners City Council Holds Public Improvement Hearing and Orders Preparation of Plans and Specifications City Council Authorizes Advertisement for Bid Send Advertisement for Bid to Monticello Times and Finance and Commerce Advertisement for Bid Notice Published in the Monticello Times and Finance and Commerce City Council Approves Plans and Specifications Open Bids at City Hall City Council Approves Bids and Awards Contract Start Construction Construction Substantial Completion Construction Final Completion Prepare Final Assessment Roll City Council Approves Final Assessment Roll and Sets the Assessment Hearing Date Send Advertisement for Assessment Hearing to Monticello Times for publication on September 1 Mail Public Assessment Hearing Notices to Property Owners City Council Holds the Assessment Hearing The proposed improvements are necessary, cost-effective, and feasible and will benefit the properties listed in Appendix B of this report. In our opinion, this improvement should be combined and completed with the East Broadway Avenue Improvement Project. Both of these projects are anticipated to be constructed in 2024. The City, its financial consultant, and the persons assessed should review the project for benefit to determine the economic feasibility of the proposed improvements. It is recommended that the City Council accept this Feasibility Report at their November 27, 2023 regular City Council meeting and schedule the date for the Public Improvement Hearing. 2 EXHIBIT Location Map 0 Area 2 h Wall Construction NZ TATE 94 NE 111 K 7th Street Retaining Wall, CITY '+ OF RRFB, and Walk Improvements Legend Montioeflo Wall Construction MINNESOTA Sidewalk Construction f-7'- -"/ , Area 3 Exhibit 1 Location Map APPENDIX A Estimated Quantities and Project Costs Item No. Description Unit Unit Cost 1 MOBILIZATION LUMP SUM $20,000.00 2 CLEARING EACH $300.00 3 GRUBBING EACH $200.00 4 PAVEMENT MARKING REMOVAL LIN FT $2.00 5 PAVEMENT MARKING REMOVAL SO FT $4.00 6 SALVAGE CASTING EACH $500.00 7 SALVAGE SIGN EACH $100.00 8 SAWING CONCRETE CURB AND GUTTER LIN FT $8.00 9 SAWING CONCRETE PAVEMENT - FULL DEPTH LIN FT $6.00 10 SAWING BITUMINOUS PAVEMENT - FULL DEPTH LIN FT $3.00 11 REMOVE RETAINING WALL LIN FT $50.00 12 REMOVE FENCE LIN FT $5.00 13 REMOVE CURB AND GUTTER LIN FT $10.00 14 REMOVE CONCRETE PAVEMENT SO FT $3.00 15 REMOVE BITUMINOUS PAVEMENT SO FT $1.00 16 SALVAGE LANDSCAPING SO YD $25.00 17 EXCAVATION - COMMON CU YD $30.00 18 COMMON EMBANKMENT (CV) CU YD $50.00 19 HAUL AND DISPOSE OF EXCAVATED MATERIAL (LV) CU YD $20.00 20 WATER MGAL $75.00 21 AGGREGATE BASE CLASS 5 TON $30.00 22 MILL BITUMINOUS SURFACE (2") SO YD $4.00 23 BITUMINOUS MATERIAL FOR TACK COAT GALLONS $10.00 24 TYPE SP 9.5 WEARING COURSE MIXTURE (2;B) 2.0" THICK SO YD $30.00 25 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2;B) 2.5" THICK SO YD $35.00 26 PRECAST CONCRETE STONE RETAINING WALL SO YD $572.00 27 MODULAR BLOCK RETAINING WALL SO YD $300.00 28 PIPE RAILING LIN FT $150.50 29 SALVAGE AND INSTALL SPRINKLER HEAD EACH $200.00 30 ADJUST GATE VALVE BOX EACH $450.00 31 INSTALL CASTING EACH $600.00 32 CONCRETE CURB & GUTTER LIN FT $35.00 33 4" CONCRETE WALK SO FT $7.50 34 6" CONCRETE WALK SO FT $15.00 35 8" CONCRETE WALK SO FT $12.00 36 TRUNCATED DOMES SO FT $85.00 37 INSTALL LANDSCAPE SO YD $25.00 38 TRAFFIC CONTROL LUMP SUM $20,000.00 39 INSTALL SIGN EACH $100.00 40 PEDESTRIAN CROSSWALK FLASHER SYSTEM SYSTEM $48,000.00 41 DECIDUOUS TREE 2" CAL BR EACH $800.00 42 STORM DRAIN INLET PROTECTION EACH $225.00 43 SILT FENCE; TYPE MS LIN FT $2.50 44 SEDIMENT CONTROL LOG TYPE WOOD CHIP LIN FT $3.00 45 LOAM TOPSOIL BORROW (LV) CU YD $50.00 46 SITE RESTORATION SO YD $4.00 47 4" SOLID LINE MUTI-COMPONENT LIN FT $1.00 48 12" SOLID LINE MUTI-COMPONENT LIN FT $7.00 49 4" DOUBLE SOLID LINE MUTI-COMPONENT LIN FT $2.00 50 PAVEMENT MESSAGE MULTI -COMPONENT SO FT $7.00 51 CROSSWALK MULTI -COMPONENT SO FT $6.00 C JNSTRUCTIC N SUBTOTAL OVERHEAD AND CONSTRUCTION CONTINGENCY (20 % ) ESTIMATED PROJECT TOTAL Retaining Wall Sidewalk Area 1 Sidewalk Area 2 Sidewalk Area 3 RRFB Total Estimated Estimated Cost Estimated Estimated Cost Estimated Estimated Cost Estimated Estimated Estimated Estimated Cost Estimated Total Estimated Quantity Y Quantit Y Quantity Y Quantity Y Cost Quantity y Quantity Cost CA2 $8.400 0.22 $4,400 0.19 $3,800 0.07 $1,400 0.10 $2.000 1 $20,000 4.00 $1,200 2.00 $600 6 $1,800 4.00 $800 2.00 $400 6 $1,200 636.00 $1,272 636 $1,272 144.00 $576 144 $576 2.00 $1,000 1.00 $500 1.00 $500 4 $2,000 4.00 $400 1.00 $100 5 $500 4 $32 14.00 $112 3.00 $24 21 $168 77.00 $462 26.00 $156 12.00 $72 13 $78 128 $768 20.00 $60 382.00 $1,146 48 $144 450 $1,350 368.00 $18,400 368 $18,400 337.00 $1,685 337 $1,685 20.00 $200 363.00 $3,630 45.00 $450 8 $80 436 $4,360 1,306.00 $3,918 108.00 $324 120 $360 1,534 $4,602 60.00 $60 3,416.00 $3,416 3,476 $3,476 68.00 $1,700 68 $1,700 117.00 $3,510 208.00 $6,240 54.00 $1,620 379 $11,370 59.00 $2,950 104.00 $5,200 32.00 $1,600 195 $9,750 152.00 $3,040 270.00 $5,400 70.00 $1,400 492 $9,840 3.40 $255 5.00 $375 10.00 $750 5.00 $375 23 $1,725 2.60 $78 255.00 $7,650 230.00 $6,900 75.00 $2,250 563 $16,890 66.00 $264 66 $264 12.00 $120 4.00 $40 16 $160 9.00 $270 340.00 $10,200 66.00 $1,980 9 $270 424 $12,720 4.50 $158 255.00 $8,925 11.00 $385 5 $175 276 $9,660 250.00 $143,000 250 $143,000 17.00 $5,100 17 $5,100 368.00 $55,384 368 $55,384 10.00 $2,000 10.00 $2,000 8.00 $1,600 28 $5,600 1.00 $450 1 $450 2.00 $1,200 1.00 $600 1.00 $600 4 $2,400 20.00 $700 376.00 $13,160 46.00 $1,610 442 $15,470 980.00 $7,350 5,265.00 $39,488 1,736.00 $13,020 7,981 $59,858 776.00 $11,640 252.00 $3,780 120 $1,800 1,148 $17,220 1,415.00 $16,980 102.00 $1,224 1,517 $18,204 24.00 $2,040 12.00 $1,020 24 $2,040 60 $5,100 68.00 $1,700 68 $1,700 0.42 $8,400 0.22 $4,400 0.19 $3,800 0.07 $1,400 0.10 $2,000 1 $20,000 4.00 $400 1.00 $100 5 $500 1 $48,000 1 $48,000 4.00 $3,200 2.00 $1,600 6 $4,800 4.00 $900 4.00 $900 3.00 $675 2.00 $450 13 $2,925 290.00 $725 290 $725 420.00 $1,260 350.00 $1,050 1,110.00 $3,330 222.00 $666 2,102 $6,306 40.00 $2,000 50.00 $2,500 75.00 $3,750 20.00 $1,000 185 $9,250 900.00 $3,600 500.00 $2,000 1,312.00 $5,248 211.00 $844 2,923 $11,692 209.00 $209 209 $209 40.00 $280 40 $280 449.00 $898 449 $898 45.00 $315 45 $315 90.00 $540 127 $762 217 $1,302 $244,842 $128,814 $104,138 $37,422 $57,709 $572,924 $48,968 $25,763 $20,828 $7,484 $11,542 $114,585 $293,810 $154,577 $124,966 $44,906 $69,251 $687,509 ESTIMATED QUANTITIES 9-8-2023 Page 1 of 1 APPENDIX B Property List and Assessment Summary Property List and Preliminary Assessment Summary 7tn Street Retaining Wall, RRFB, and Walk Improvements FRONT ASSESSMENT TOTAL PRELIMINARY PID I PROPERTY ADDRESS I OWNER/TAXPAYER I OWNER ADDRESS I ZONING I FOOTAGE I PERCENTAGE I OWNER ASSESSMENT Retaining Wall Construction I 155-068-001020 300 7TH ST W JR&R Il, LLC 901 HIGHWAY 59 CCD: Central Community District 110 50% $43,912 MARSHALL, MN 56258 155-068-000030 UNASSIGNED JR&R II, LLC 901 HIGHWAY 59 CCD: Central Community District 92 50% $36,726 MARSHALL, MN 56258 155-076-000010 206 7TH ST W BBF PROPERTIES, INC PO BOX 990 CCD: Central Community District 48 50% $19,162 MINNEAPOLIS, MN 55440 155-076-001010 206 7TH ST W BBF PROPERTIES, INC PO BOX 990 CCD: Central Community District 118 50% $47,105 MINNEAPOLIS, MN 55440 Sidewalk Area 1 I 155-010-006040 611 WALNUT ST SPO LLC 201 W 7TH ST CCD: Central Community District 133 50% $30,962 MONTICELLO, MN 55362 155-010-006030 UNASSIGNED SPO LLC 201 W 7TH ST CCD: Central Community District 33 50% $7,682 MONTICELLO, MN 55362 155-010-006031 UNASSIGNED DAVID W BRINKMAN 6400 46TH AVE SE CCD: Central Community District 33 50% $7,682 SAINT CLOUD, MN 56304 155-010-006010 221 7TH ST W DAVID W BRINKMAN 6400 46TH AVE SE CCD: Central Community District 133 50% $30,962 SAINT CLOUD, MN 56304 Sidewalk Area 2 I 155-029-002040 UNASSIGNED UNITED STATES POSTAL SERVICE 6800 64TH ST W IBC: Industrial and Business Campus District 185 100% $24,726 OVERLAND PARK, KS 66202 155-029-002050 UNASSIGNED BRAVERA BANK 220 1ST AVE W IBC: Industrial and Business Campus District 190 100% $25,394 DICKINSON, ND 58601 155-029-002070 406 7TH ST E MONTICELLO TRAINING CENTER LLC 15440 45TH ST NE IBC: Industrial and Business Campus District 560 25% $18,711 SAINT MICHAEL, MN 55376 Sidewalk Area 3 155-050-000020 UNASSIGNED BLUFFS IN MONTICELLO LLC 3339 CRYSTAL BAY RD I IBC: Industrial and Business Campus District 279 100% $44,906 WAYZATA, MN 55391 City Council Agenda: 9/23/2024 2K. Consideration of approving a change order with Olson and Sons Electric for $16,843 for work related to the undergrounding of electric utilities for the Downtown Roadwav and Pedestrian Improvements Proiect Prepared by: Meeting Date: ® Consent Agenda Item Public Works Director/City Engineer 9/23/2024 ❑ Regular Agenda Item Reviewed by: Finance Director ACTION REQUESTED Approved by: City Administrator Motion to approve a change order with Olson and Sons Electric for $16,843 for work related to the undergrounding of utilities associated with the Downtown project. PREVIOUS COUNCIL ACTION June 13, 2022: Authorized Bolton and Menk, Inc. to provide engineering services for the Downtown Roadway and Pedestrian improvement project for a total cost of $241,250. September 26, 2022: Amended the original contract to include additional engineering services for a cost of $15,800. November 14, 2022: Amended contract to include engineering services for Wright County pavement preservation project and streetscape elements for a cost of $459,327. August 7, 2023: Adopted Resolution 2023-68 accepting bids and awarding contract to Meyer Contracting Inc. for the Downtown Roadway & Pedestrian Improvements Project in the amount of $10,790,214. August 14, 2023: Amended engineering contract for additional services for a total cost of $570,000. September 11, 2023: Authorized Braun Intertec to provide material testing for a total cost of $66,851. May 13, 2024: Approved an agreement with Xcel Energy for the relocation and undergrounding of utilities associated with the Downtown project for $205,829.50 City Council Agenda: 9/23/2024 May 13, 2024: Approved a change order for additional grading and concrete work at West Bridge Park and purchasing tree guards for Walnut Street for $234,574. July 8, 2024: Approved contracts with Olson and Sons Electric for $63,118 and Monticello Plumbing, Heating & Air in the amount of $17,470 for work related to the undergrounding of utilities associated with the Downtown project. REFERENCE AND BACKGROUND City staff are currently working on securing a right -of -entry permit for the undergrounding of electric utilities at 106 Walnut Street. This change order would be to convert the property at 106 Walnut Street from overhead power to an underground service. The anticipated cost to underground the electrical service is $4,615. The property has a large air compressor that will need to be replaced to work with the updated electrical service. Consistent with equipment provided to other impacted properties, staff recommend replacing the air compressor at an anticipated cost of $12,228. However, staff propose that, in lieu of the City directly replacing it, the property owner handle the replacement and be reimbursed for the replacement cost. The previously approved contract with Olson and Sons Electric for $63,118 includes a $25,000 contingency with an additional $25,000 that could be approved by the City Administrator. We currently have approximately $26,000 in change orders and the original approval amount should be sufficient to cover the additional costs to underground the property at 106 Walnut Street. Budget Impact: This project is planned to be funded from the street lighting improvement fund, which has $1,000,000 budgeted in 2024 for utility relocations. This change order is within the originally approved $25,000 contingency of the project. II. Staff Workload Impact: Staff will oversee managing the construction of this project. III. Comprehensive Plan Impact: N/A STAFF RECOMMENDED ACTION City staff recommend approving a change order with Olson and Sons Electric for this project. SUPPORTING DATA • None City Council Agenda: 9/23/2024 4A. Consideration of adopting Resolution 2024-91 approving the City of Monticello Economic Development Authoritv special benefit levy of $499,000 and accepting the preliminary EDA general fund 2025 budget of $532,000 Prepared by: Finance Director Reviewed by: N/A ACTION REQUESTED Meeting Date 9/23/2024 Approved by: City Administrator ❑ Consent Agenda Item ® Regular Agenda Item Motion to adopt Resolution 2024-91 approving the City of Monticello Economic Development Authority special benefit levy of $499,000 and accepting the preliminary EDA general fund 2025 budget of $532,000. REFERENCE AND BACKGROUND On August 14, 2024, the EDA adopted its 2025 general fund budget and HRA tax levy. The proposed HRA levy will be the tenth year of the special benefit levy. The HRA levy is limited to 0.0185% of the City's taxable market value, which is currently estimated at $2,702,176,300 for tax collection year 2025. The EDA recommended a levy consistent with the limit of 0.0185%. The proposed 2025 HRA levy is $499,000, an increase of $48,000 (10.6%) over the 2024 levy of $451,000. The City Council must approve or deny the HRA levy. E DA (H RA) Levy $500 -La $400 — c M $300 0 $200 — ~ $100 $0 2016 1 2017 1 2018 1 2019 1 2020 1 2021 1 2022 2023 2024 2025 I EDA (HRA) Levy $280,0001$280,0001$323,0001$348,0001$355,0001$366,300I$388,0001$402,0001$451,0001$499,000 In addition to approving the special benefit levy, the City Council is asked to accept the EDA's preliminary 2025 general fund budget. The preliminary budget of $532,000 is an increase of $33,000 over the 2024 budget of $499,000. This includes cost of living wage adjustments for staff, the addition of a dedicated support position for development services (shared with the city's planning department), and continued support for redevelopment activities in conjunction with ongoing workplan activities. City Council Agenda: 9/23/2024 City staff and the EDA expect several 2024 work plan activities to carry over into 2025, including redevelopment efforts on Block 34 and elsewhere downtown, marketing of City/EDA-owned downtown properties, continuation of the Downtown Fagade Improvement Program, and strategic land acquisition to facilitate local development. While the EDA has specific authorities granted by state statute, the City Council retains several options to exercise oversite throughout the year. These include: 1. Filing of annual budget (required) 2. Joint meetings for purchase or sale of property 3. Presentation of annual Economic Development Activities report 4. Work Plan ratification (required) 5. Annual consideration for adoption of levy (required) The levy information must be adopted and provided to Wright County by September 30, 2024. The HRA levy is clearly identified on the tax statements as a separate levy. Final Council adoption of the HRA levy, along with the City's levy, will occur on December 9, 2024. I. Budget Impact: Increases EDA tax levy revenue by $48,000 from $451,000 to $499,000. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: None. STAFF RECOMMENDED ACTION City staff recommends adopting Resolution 2024-91 approving the City of Monticello Economic Development Authority special benefit levy of $499,000 and accepting the preliminary EDA general fund 2025 budget of $532,000. SUPPORTING DATA A. Resolution 2024-91 B. Resolution EDA — 2024-16 C. Preliminary 2025 EDA Budget CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA RESOLUTION NO. 2024-91 APPROVING A SPECIAL BENEFIT LEVY BY THE CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 to 469.1082, as amended (the "EDA Act"), the City of Monticello, Minnesota (the "City") previously established the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, pursuant to the EDA Act, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to 0.0185 percent of taxable market value in the City, levied upon all taxable real property within the City, WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to levy limits; and WHEREAS, the Authority has adopted a budget for fiscal year 2025 that provides for the levy of a special benefits tax in the amount of 0.0185 percent of taxable market value in the City, to be used for its housing and redevelopment activities, and has submitted such budget to the City pursuant to Minnesota Statutes, Section 469.033, Subdivision 6; and WHEREAS, the Authority has adopted a resolution approving the levy of a special benefit tax in the amount of 0.0185 percent of taxable market value in the City, subject to approval of such special benefit tax by the City. NOW, THEREFORE, BE IT RESOLVED by the City Council (the "City Council") of the City of Monticello as follows: 1. The City Council of the City hereby accepts the budget submitted by the Authority for the fiscal year 2025. 2. The City Council of the City hereby approves the levy by the Authority of a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $499,000 with respect to taxes payable in calendar year 2025. Approved by the City Council of Monticello, Minnesota this 23rd day of September 2024. Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk CITY OF MONTICELLO ECONOMIC DEVELOPMENT AUTHORITY RESOLUTION NO.2024-18 AUTHORIZING THE LEVY OF A SPECIAL BENEFIT TAX PURSUANT TO MINNESOTA STATUTES, SECTION 469.033, SUBDIVISION 6 AND APPROVING A BUDGET FOR FISCAL YEAR 2025 WHEREAS, pursuant to Minnesota Statutes, Sections 469.090 through 469.1081, as amended, the City Council (the "City Council") of the City of Monticello, Minnesota (the "City") previously created the City of Monticello Economic Development Authority (the "Authority"); and WHEREAS, the Authority is authorized to exercise all powers and duties of a housing and redevelopment authority under the provisions of Minnesota Statutes, Sections 469.001 to 469.047 (the "HRA Act"); and WHEREAS, Section 469.033, subd. 6, of the HRA Act permits the Authority to levy and collect a special benefit tax of up to 0.0185 percent of taxable market value in the City, levied upon all taxable real property within the City, to finance the Authority's economic development and r redevelopment activities; and WHEREAS, the special benefit tax levy authorized by Section 469.033, subd. 6 of the HRA Act is separate and distinct from the City's levy and is not subject to the City's levy limits; and WHEREAS, the Authority desires to levy a special benefit tax in the amount of 0.0185 percent of taxable market value in the City; and WHEREAS, the Authority has determined to adopt a budget for fiscal year 2025 that provides for the levy of the special benefit tax in the amount of 0.0185 percent of taxable market value of property in the City, to be used for the Authority's economic development and redevelopment activities. NOW, THEREFORE, Be It Resolved by the Board of Commissioners ("Board") of the City of Monticello Economic Development Authority as follows: 1. The Board hereby approves a budget of $527,000 excluding TIF district and loan activity) for fiscal year 2025, including the levy of a special benefit tax in an amount not to exceed $499,000, subject to approval of such budget by the City Council prior to September 30, 2024. 2. Staff of the Authority is hereby authorized and directed to file the budget with the City in accordance with Minnesota Statutes, Section 469.033, Subdivision 6, and request that the City Council consider approval of the special benefits tax levy. MN 190\ 101 \969190.v 1 3. There is hereby levied a special benefit tax pursuant to Minnesota Statutes, Section 469.033, Subdivision 6, in an amount not to exceed $499,000 with respect to taxes payable in calendar year 2025, contingent upon the approval of the City Council. 4. Staff of the Authority are hereby authorized and directed to take such other actions as are necessary to levy and certify such levy upon approval by the City Council. Approved by the Board of Commissioners of the City of Monticello Economic Development Authority this 14th day of August, 2024. Attest: Director President MN 190\ 101 \969190.v 1 2 IEDA GENERAL FUND (ACCOUNT NUMBER ACCOUNT DESCRIPTION I213-41911-431990 MISC PROFESSIONAL SERVICES I213-46301-410100 SALARIES, FULL TIME - REG I213-46301-410200 SALARIES, FULL TIME -OT I213-46301-410300 SALARIES, PART TIME -REG I213-46301-411100 SEVERANCE PAY I213-46301-411110 SEVERANCE BENEFITS I213-46301-412100 PERA CONTRIBUTIONS I213-46301-412200 FICA CONTRIBUTIONS I213-46301-413100 HEALTH/DENTAL/LIFE INSURAN I213-46301-413250 HSA CONTRIBUTIONS I213-46301-413300 LIFE INSURANCE CONTRIBUTIONS I213-46301-413400 DISABILITY INS CONTRIBUTIONS I213-46301-415100 WORKERS COMP INSURANCE I213-46301-421990 GENERAL OPERATING SUPPLIES I213-46301-430300 PROF SRV - ENGINEERING FEE I213-46301-430400 PROF SRV - LEGAL FEES I213-46301-431990 MISC PROFESSIONAL SERVICES I213-46301-431991 MISC PROFESSIONAL SERVICES - PROPERTY MGMT I213-46301-431993 MISC PROFESSIONAL SERVICES - ECON DEV SVCS I213-46301-432100 TELEPHONE STIPEND I213-46301-432150 IT SERVICES I213-46301-432200 MAIL & DELIVERY SERVICES I213-46301-433100 TRAVEL/TRAINING EXPENSE I213-46301-434990 ADVERTISING & MARKETING I213-46301-435100 LEGAL NOTICE PUBLICATION I213-46301-436100 INSURANCE - LIABILITY/PROPERTY/VEHICLE I213-46301-437100 PROPERTY TAXES I213-46301-438100 UTILITIES - GAS/ELECTRICITY I213-46301-438200 WATER/SEWER I213-46301-440100 REPAIR & MTC - BLDG & SYSTEMS I213-46301-440200 REPAIR & MTC - FACILITIES MAINTENANCE I213-46301-443300 DUES, MEMBERSHIP & SUBSCRIP I213-46301-461500 REDEVELOPMENT ACTIVITIES I213-46301-443990 MISCELLANEOUS OTHER EXP I213-46301-472030 OPERATING TRANSFER OUT I213-46601-443990 MISCELLANEOUS OTHER EXP TOTAL EXPENDITURES 2022 ACTUAL $ 130,973 $ 117,379 609 6,909 8,901 9,144 19,400 5,468 120 693 2,639 374 10,497 71,996 74,959 780 3,659 76 1,996 26,766 203 1,668 13,664 4,273 2,281 6,500 8,091 214,689 306,409 2023 2024 2024 ACTUAL BUDGET THRU 8/31 1,281 $ - $ - 125,789 137,004 93,042 903 - 573 12,005 7,200 7,621 9,411 10,189 19,646 5,722 120 735 2,268 35 21,780 134,078 2,566 19,777 780 3,473 462 5,120 5,000 398 3,395 10 78 1,512 6,796 4,500 603,370 1,599 10,275 7,024 11,032 7,801 29,273 10,148 - 2,684 80 - 438 2,374 1,753 400 - 5,000 20,000 31,700 4,000 18,200 780 3,353 275 3,600 45,000 650 5,623 100 100 1,119 9,000 151,942 1,000 20,819 21,463 1,711 11,298 390 1,677 1 1,058 17,696 1,310 4,259 185,678 1,462 505 560 6,936 277,371 2025 BUDGET CHANGE 158,036 15.35 500 --- 7,200 0.00% 1,000 --- 11,890 15.72 12,679 14.93 31,554 7.79% 2,950 24.26% 500 25.00% 5,000 0.00% 22,500 12.50% 54,000 70.35% 4,300 7.50% 19,000 4.40% 780 0.00% 3,412 1.76% 300 9.09% 3,750 4.17% 47,000 4.44% 650 0.00% 2,350-58.21% 2,250 --- 100 0.00% 150 50.00% 99-91.15% 11,000 22.22% 127,850-15.86% 1,200 20.00% $ 1,051,117 $ 1,001,199 $ 499,000 $ 686,956 $ 532,000 6.61% City Council Agenda: 9/23/2024 4B. Consideration of adopting Resolution 2024-92 setting the 2025 preliminary tax levv Prepared by: Meeting Date: ❑ Consent Agenda Item Finance Director Reviewed by: N/A ACTION REQUESTED 9/23/2024 Approved by: City Administrator ® Regular Agenda Item Motion to adopt Resolution 2024-92 setting the 2025 preliminary tax levy. REFERENCE AND BACKGROUND The City is required to certify a preliminary levy to the County Auditor/Treasurer on or before September 30 each year. The preliminary levy will be used for the Truth -In -Taxation notices sent to property owners in November. The final levy adopted in December can be lower but not higher than the preliminary levy. Because a final tax capacity is not yet available from Wright County, staff are only able to estimate the tax capacity using known changes to the taxable market value: new construction (residential $12.1M, commercial & industrial $12.6M, apartments $12.6M) and inflation in valuations (residential-$23.8M, commercial & industrial $44.5M, apartments $16.OM). The decrease in existing residential values is due to the shift of market value exclusion during the state's 2023 legislative session. Additionally, the taxable market value of the Xcel Nuclear Generating Plant will decrease $51M (7.0%) after Xcel contested their preliminary valuation and subsequently settled with the Department of Revenue on an adjustment. After multiplying the market value changes by the average rate in each tax class (ranging from 1-2%), the City's tax capacity is estimated to increase $530,000 or about 1.4% from 2024. The decrease in the market value of Xcel translates to an estimated $415,000 of property tax burden that will shift to other property taxpayers even i the City were to keep its levy the same as 2024. However, inflation impacts on providing existing city services and programs coupled with long-term strategic and financial planning require a levy increase. Because Xcel's value decreased and residential properties benefit from less of their value being taxed, commercial & industrial and apartment properties can expect to see an increase in their property tax higher than the levy increase. However, the amount of property tax increase is heavily dependent on each individual property's change in valuation, so that may not be the case for every parcel within city limits. While striving to minimize the impact on taxpayers as much as reasonably possible, staff developed a draft 2025 budget, which includes Council direction through the 5 workshops held in July — September. To fund that budget and plan for City Council Agenda: 9/23/2024 the future, the proposed 2025 City levy of $14,117,000 is a $1,043,000 (8.0%) increase from 2024. The EDA levy was approved by the EDA at its meeting on August 14 and is being considered for approval by the Council on the agenda tonight. The 2025 EDA levy of $499,000 levy is $48,000 (10.6%) higher than the prior year for a total combined City and HRA increase of $1,091,000 (8.1%). The EDA's 2025 request is the approximate maximum amount allowed by statute. The total combined tax levy history and proposed 2025 preliminary levy are as follows: City & HRA Property Tax Levies $16 $14 $12 _ $10 ° $8 $6 $4 $2 $- 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 ■ City Tax Levy HRA Levy A history of the city and HRA levies along with the proposed 2024 tax levies is shown below: 2022 2023 2024 2025 Property Property Property Property % $$ Fund Taxes Taxes Taxes Taxes Change Change General Fund $7,475,000 $8,060,000 $8,640,000 $ 8,985,000 4.0% $345,000 MCC - Operating 485,000 515,000 525,000 535,000 1.9% 10,000 Capital 1,081,600 1,475,419 1,882,825 2,400,807 27.5% 517,982 2020A GO Bonds 123,196 111,690 24,830 98,220 295.6% 73,390 2019A GO Bonds 709,446 697,133 711,964 680,836 -4.4% (31,128) 2018A GO Bonds 451,812 444,232 439,337 419,127 -4.6% (20,210) 2017A GO Bonds 427,367 299,532 326,842 403,942 23.6% 77,100 2016A GO Bonds 406,929 282,559 357,979 433,189 21.0% 75,210 2015B GO Bonds 192,650 164,435 165,223 160,879 -2.6% (4,344) Total City Levy $11,353,000 $12,050,000 $13,074,000 $14,117,000 8.0% $1,043,000 As noted during budget workshops, select debt service funds continue to have a reduced levy in 2025 to reflect the use of prepaid assessments and existing fund balance to avoid the requirement for arbitrage rebates to be paid to the IRS. The 2026 levy for these bonds may need to be raised slightly to ensure adequate resources to make bond payments in the future. The chart on the following page demonstrates the relationship between the tax levy, tax capacity values and tax capacity rates, including the recommended preliminary levy for 2024. The tax levy and tax capacity value are plotted using the dollars shown on the left axis while the tax capacity rate is shown as a percentage using the right axis. The three are related as such: City Council Agenda: 9/23/2024 Tax Capacity Rate = Tax Levy Tax Capacity Value Accordingly, the recommended levy would raise the City tax capacity rate, which is 34.547% in 2024 to 36.788%, a 6.5% increase. Each property's change in city tax depends on its specific change in taxable market value in addition to the city's tax capacity rate change. For example, one residential parcel had a 3.7% decrease in taxable market value (due to the shift in homestead exclusion); with a proposed 6.5% increase in tax capacity rate (8.0% levy increase), the property would see a 2.6% increase in city taxes. However, one commercial property (which has no homestead exclusion) had a 3.8% increase in taxable market value which, with the proposed 6.5% increase in tax capacity rate (8.0% levy increase), would see an increase in city taxes of 10.7%. City Tax Levy, Capacity Values and Capacity Rates $45 1 1 60.0 $38.371 $40 � 50.0 >- $35 - 36.79 'M $30 40.0 ++ � M U.'0 $25 >. 30.0 +� $20 M 06 $15 20.0 coo N $10 $14.12 X 10.0 H $5 � $- 0.0 1O 10 1O 110 11O 10 10 10 11O 11O 10 10 10 11O 10 (City Tax Levy Tax Capacity Value Tax Capacity Rate Finally, preliminary estimates of the city's 2025 tax capacity and tax capacity rate are subject to change based on additional information from Wright County, which will occur prior to the adoption of the final levy at the Truth -In -Taxation (TNT) meeting in December. Budget Impact: $14,117,000 in the General Fund, MCC Fund, Capital Projects Fund, and Debt Service Fund. II. Staff Workload Impact: None. III. Comprehensive Plan Impact: None. STAFF RECOMMENDED ACTION City staff recommend adopting Resolution 2024-92 to set the 2025 preliminary tax levy. The Resolution includes an 8% increase based on the preliminary budget, but staff will defer to the Council's direction on the preliminary levy amount. City Council Agenda: 9/23/2024 SUPPORTING DATA • Resolution 2024-92 CITY OF MONTICELLO RESOLUTION NO 2024-92 RESOLUTION ADOPTING THE 2025 PRELIMINARY TAX LEVY AND AUTHORIZING CANCELLATION OF CERTAIN DEFERRED TAX LEVIES WHEREAS, the City Administrator and Finance Director have prepared and submitted to the City Council a preliminary budget setting forth therein their estimated needs of the City of Monticello for operations and debt service for the fiscal year commencing January 1, 2025; and WHEREAS, the City Council has reviewed the same and has made such changes therein as appear to be in the best interest of the City of Monticello; and NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF MONTICELLO that there be and hereby is a preliminary levy for the fiscal year commencing January 1, 2025, and the following sums for the respective purposes indicated therein upon the taxable property of the City of Monticello, to wit: PRELIMINARY TAX LEVY REVENUE General Fund $8,985,000 Community Center $535,000 OTHER FUNDS Debt Service Capital Projects TOTAL TAX LEVY $2,196,193 $2,400,807 $14,117,000 BE IT FURTHER RESOLVED, that the Auditor/Treasurer of Wright County is hereby authorized and directed, pursuant to the provisions of Section 475.61, Minnesota Statutes Annotated, to cancel or otherwise amend the levies for said indebtedness heretofore made to be levied in the year 2024 for collection in the year 2025 as follows: Bond Levy Added Debt Service Levies Resolution 2025 Levy (Canceled) G.O. Bonds, Series 2015E $200,879 $160,879 ($40,000) G.O. Bonds, Series 2016A $408,189 $433,189 $25,000 G.O. Bonds, Series 2017A $233,942 $208,942 ($25,000) G.O. Bonds, Series 2017A - Abatement $195,000 $195,000 - G.O. Bonds, Series 2018A $119,127 $69,127 ($50,000) G.O. Bonds, Series 2018A - Abatement $350,000 $350,000 - G.O. Bonds, Series 2019A $655,836 $600,836 ($55,000) G.O. Bonds, Series 2019A - Abatement $80,000 $80,000 - G.O. Bonds, Series 2020A $128,220 $98,220 ($30,000) TOTAL $2,371,193 $2,196,193 ($175,000) The above resolution was introduced by Councilmember , was duly seconded by Councilmember , with the following voting in favor thereof: The following voting in opposition: The Finance Director is hereby instructed to transmit a certified copy of this resolution to the County Auditor of Wright County, Minnesota. ADOPTED BYthe Monticello City Council this 23rd day of September 2024. CITY OF MONTICELLO Lloyd Hilgart, Mayor ATTEST: Jennifer Schreiber, City Clerk 2025 Monticello Preliminary Tax Levies September 23, 2024 Timeline: 2025 Budget Process May & June 2024 CI P & budget worksheets distributed to staff. Internal budget meetings held. I September 2024 Council adopts preliminary H RA & City property tax levies July — September 2024 City Council public workshops to review budget requests, goals, & priorities December 2024 Public Hearing & Council adopts 2025 property tax levy & budget November 2024 Wright County mails Truth in Taxation statements to residents January 2025 New fiscal year begins December 2024 City certifies final 2025 tax levy with Wright County & the Department of Revenue ig Levy vs. Budget Levy: The amount to be collected to Budget: A plan of financial operations fund operations, capital, and debt reflecting the city's goals and priorities service expenditures of a government used to provide: on behalf of the community. direction to staff on service levels • Preliminary Levy: Maximum amount a benchmark for performance set and certified to Wright County measurement prior to September 30 for calculation transparency on the use of public of Truth -In -Taxation notices funds • Final Levy: Actual amount applied to properties in the upcoming tax year ax Base Change Residential* -1.8% Commercial & Industrial Apartments +11.5% Estimated &W4 +9.0% City -Wide Tax Capacity Increase Xcel Energy New Construction -7.0% M+1.4% 2025 HRA Levy & Budget The 2025 HRA Tax Levy is proposed to be $499,000 (+10.6%) and provides funding to the Monticello Economic Development Authority (EDA) �— The 2025 EDA general fund budget is proposed to be $532,000 (+6.6%) ➢ The HRA levy is limited to 0.0185% of the city's taxable market value. ➢ The levy percentage increase is not the same as the property tax percentage increase. ➢ The levy's increase only compares the current year's levy amount to the upcoming levy amount; several additional factors impact your property tax increase. ig HRA Property Tax Impact An example residential property with a 2024 taxable market value of $309,600 and a 1.1% market value decrease in 2025 would see an increase in HRA taxes of approximately $2 (+4.4%). An example commercial property with a 2024 taxable market value of $2,890,600 and a 14.7% market value increase in 2025 would see an increase in HRA taxes of approximately $172 (25.3%). This addresses the HRA Levy's portion of the property's taxes; the city, county and school district also receive a portion of the total taxed amount. In addition, the tax increase will be more if the property increased in value more than average. ig EDA Budget ✓ Redevelopment efforts in the downtown ✓ Marketing city -owned and EDA-owned downtown property ✓ Continuation of Downtown Facade Improvement Program ✓ Strategic land acquisition to facilitate development ✓ Market Monticello as a destination for economic development ✓ Other administrative costs, including additional administrative support in 2025 Council Action Requested Motion to adopt Resolution 2024-91 approving the City of Monticello Economic Development Authority special benefit levy of $499,000 and accepting the preliminary EDA 2025 budget of $532,000. ig 2025 City Tax Levy Proposed 2025 Property Tax Levy MCC Operation $535,000 4% ➢ The 2025 City Tax Levy is proposed to be $14,117,000 (+8.0%). ➢ The levy percentage increase is not the same as the property tax percentage increase. ➢ The levy's increase only compares the current year's levy amount to the upcoming levy amount; several additional factors impact your property tax increase. ➢ Several additional factors, including property valuation, impact your property tax increase. ig Monticello Property Tax Levy History -1 City Property Tax Levy $14,000,000 $12,000,000 $10,000,000 $8,000,000 $6,000,000 $4,000,000 $2,000,000 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 ig Monticello Property Tax Levy History 2022 2023 Property Property Fund Taxes Taxes General Fund $7,475,000 $8,060,000 MCC - Operating 485,000 515,000 Capital 11081,600 11475,419 2020A GO Bonds 1231196 111,690 2019A GO Bonds 7091446 6971133 2018A GO Bonds 451,812 4441232 2017A GO Bonds 427,367 299,532 2016A GO Bonds 4061929 2821559 2015B GO Bonds 1921650 1641435 Total City Levy $11,3531000 $12,0501000 2024 2025 Property Property Taxes Taxes $8,640,000 $ 8,985,000 525,000 535,000 1,882,825 21400,807 241830 98,220 7111964 680,836 439,337 419,127 326,842 403,942 3571979 433,189 1651223 160,879 $13,074,000 $14,117,000 Change Change 4.0% $345,000 1.9 % 10, 000 27.5 % 517,982 295.6% 731390 -4.4% (31,128) -4.6% (20,210) 23.6 % 771100 21.0% 751210 -2.6% (4,344) 8.0% $ 1,043,000 ig 2025 City Tax Levy Proposed 2025 Property Tax Levy MCC Operation $535,000 4% ➢ What does the increase in City levy provide funding for in 2025? ➢ COLA, Compensation Study, Fire Officer Stipend increase ➢ Administrative Support Position (shared with EDA) ➢ Park Dedication Study ➢ Library Fire System Update ➢ Emerald Ash Borer (EAB) Response ➢ AP Workflow Module ig Tax Capacity Shift 2024(actual) Xcel Apartments 10% Commercial & Industrial 20% Residential 30% Apartm 111, 2025(estimated) Xcel Commercial & Industrial 23% Residential 29 CityP perty An example residential property with a 2024 taxable market value of $309,600 and a 1.1% market value decrease in 2025 would see an increase in City taxes of approximately $20 (+1.9%). An example commercial property with a 2024 taxable market value of $2,890,600 and a 14.7% market value increase in 2025 would see an increase in City taxes of approximately $4,406 (22.4%). This addresses the city's portion of the property's taxes; the county, school district, and EDA also receive a portion of the total taxed amount. In addition, the tax increase will be more if the property increased in value more than average. ig Who Gets Your Property Tax Dollar? THIS NOTE IS LEGAL TENDER FOR ALL DEBTS, PUBLIC AND PRIVATE Wright County $0.41 03542754F SERIES 2009 / City of Monticello $0.42 51 School District EDA $0.16 $0.01 Area Comparisons 2024 Levy Proposed 2025 City Increase Levy Increase Albertville 16.0% 5.4% Becker 3.4% 1.0% Big Lake 2.5% 5.1% Buffalo 9.9% 9.3% Elk River 6.9% 7.4% Monticello 8.5% 8.0% Otsego -3.7 % --- Rogers 19.4 % 13.0% St. Michael 6.7% 4.2% Property Taxes at Work in Your Community M How Does the City Fund Projects & Services? General Fund Revenues - 2025 Property Taxes (68%) Franchise & Other Taxes (3%) ■ Licenses & Permits (4%) Intergovernmental Revenues (6%) Charges for Services (11%) All Other (8%) The State of Minnesota constitution gives authority to cities to levy property taxes to fund public services. While cities strive to raise other sources of revenue, the majority of revenue is from property taxes. About 2/3 of the revenue for Monticello's General Fund comes from property taxes, consistent with 2024, but lower than years past. ig What is the General Fund Used For.? • The largest share goes to public safety— including fire department operations & the contract with the Wright General Fund Expenditures & County Sheriff's Office. Transfers - 2025 • A large share is used for public works — including snow & ice removal, engineering, & street maintenance. • A share is used for general government — including administration, planning & zoning, & finance. • A share is used for recreation —including parks, the city's contribution to the senior center & the public arts program. • The smallest share is used for sanitation, 100% of which is paid for through charges on utility bills, and EDA board member stipends. General Government (23%) Public Safety (30%) ■ Public Works (23%) Sanitation (6.9%) Recreation & Culture (17%) Operating Transfer to EDA (0.1%) Council Action Requested Motion to adopt Resolution 2024-92 setting the 2025 preliminary tax levy.