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HomeMy WebLinkAbout20250520 CC RM Packet AGENDA City Council Regular Meeting Tuesday, May 20, 2025 7:00 PM Council Chambers 1. CALL TO ORDER/PLEDGE OF ALLEGIANCE 2. APPROVAL OF AGENDA 3. PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS a. Firefighter Swearing in Ceremony b. Proclamation - National Public Works Week 2025 c. Update from Beyond the Yellow Ribbon 4. RESPONSE TO PUBLIC COMMENT 5. PUBLIC COMMENT Individuals will be allowed to address the Council on subjects that are not a part of the meeting agenda. Typically, replies to the concerns expressed will be made via letter or phone call within a week or at the following council meeting. 6. CONSENT AGENDA a. Bill Listings b. Minutes of the May 6, 2025 Regular Meeting Minutes c. Minutes of the May 6, 2025 Work Session Proceedings d. Resolution Approving Modified Assessment Agreement e. 2024 Interfund Transfers f. Request by M/I Homes for approval of the Akron Ridge Final Plat g. Approval of amendments to the Port Authority Bylaws h. Request for a Minor Amendment to the Prestwick Place PUD i. Amber Fields 7th Addition, Final Acceptance 7. PUBLIC HEARINGS a. Request by Keystone Development Partners for the vacation of certain areas of drainage and utility easements on Lots 7 and 8 in the Biscayne Business Park b. Request by Morrison Partners, LLC., for the vacation of ingress and egress and parking easements within the Morrison 1st Addition Plat. 8. UNFINISHED BUSINESS Page 1 of 165 9. NEW BUSINESS 10. ANNOUNCEMENTS a. City Staff Updates b. Upcoming Community Calendar 11. ADJOURNMENT Page 2 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: Firefighter Swearing in Ceremony AGENDA SECTION: PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS PREPARED BY: Kip Springer, Fire Chief AGENDA NO. 3.a. ATTACHMENTS: APPROVED BY: LJM RECOMMENDED ACTION: Formally swearing in firefighters who have completed the requirements of probation BACKGROUND Over the past few years, several firefighters haven't had the ability to be officially sworn in as firefighters following the successful completion of their probation. The Fire Department would like to have the City Council formally swear in Firefighters Jessica Bohlken, Noah Bularz, Brent Harms, Justin Hirman, Kimberly Lawrence, Michael Lee, Will McDonald, Anthony Ostgulen, Alex Salinas, Luke Severson and Tyler Undem. As part of probation, they have all satisfied the training requirements that include Emergency Medical Responder, Firefighter I and II training as well as Hazardous Materials training .This group has represented the fire department with a high level of professionalism and integrity for the past few years and have full support of the department to formally be sworn in and recognized as regular status firefighters. RECOMMENDATION Staff recommends that the City Council swear in Firefighters Jessica Bohlken, Noah Bularz, Brent Harms, Justin Hirman, Kimberly Lawrence, Michael Lee, Will McDonald, Anthony Ostgulen, Alex Salinas, Luke Severson and Tyler Undem. Page 3 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: Proclamation - National Public Works Week 2025 AGENDA SECTION: PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS PREPARED BY: Nick Egger, Public Works Director AGENDA NO. 3.b. ATTACHMENTS: NPWW 2025 Proclamation APPROVED BY: LJM RECOMMENDED ACTION: Read Proclamation to Declare May 18-24, 2025 as National Public Works Week BACKGROUND This year marks the 65th year the American Public Works Association (APWA) has sponsored National Public Works Week across North America in effort to energize and educate the public on the importance of public works to their daily lives. APWA is proud to announce "People, Purpose, Presence" as the theme for the 2025 National Public Works Week. The "People, Purpose, Presence" theme highlights the way public works professionals are at the foundation of providing an everyday high quality of life. As we celebrate National Public Works Week, we would like for the Council to take a moment to commend the following individuals for their tireless efforts and indispensable influence their work has on our everyday lives. Derick Anderson Erik Bangerter Tor Berkeland Bryan Bodsberg Tony Braun Jane Byron Hunter Confair John Cusack Jason Dowell Nick Egger Brian Erickson Charlie Fredericks Doug Holzer Denver Jacobson Chuck Jacobus Lucas Jenkins Brady Johnson Riley Kaszynski AJ Korpela James Lackore Brent McGraw Aaron Menza Kyle Morris Bill Murphy Steven Nielsen Ryan Rausch Travis Roschen Brady Schmitt Amy Simonson Joe Werden Whether it is striving to complete important and transformational infrastructure projects, responding to water system emergencies, keeping our parks groomed, inviting, and safe, fighting epic snowfall events, or preparing and recovering from natural disasters, there is no question that our high-quality and professional staff demonstrate to the community the important role that public works plays in making our City vibrant and successful. The Rosemount Public Works Department is a team of 30 people dedicated to maintaining a safe, clean, and enjoyable environment for all residents and businesses. They are a huge part of making Rosemount a great place to live and work. So please join us in celebrating this outstanding team of professionals! Page 4 of 165 RECOMMENDATION Staff recommends the City Council proclaim May 18-24, 2025 as National Public Works Week. Page 5 of 165 PROCLAMATION NATIONAL PUBLIC WORKS WEEK: MAY 18-24, 2025 “Peo ple, Purpose, Presence” WHEREAS, the year 2025 marks the 65th annual National Public Works Week sponsored by the American Public Works Association WHEREAS, public works professionals focus on infrastructure, facilities, emergency management, and services that are of vital importance to sustainable and resilient communities and the public health, high quality of life, and well-being of the people of Rosemount; and WHEREAS, public works infrastructure, facilities, and services provided in our community of more than 28,000 residents and hundreds of businesses are an integral part of everyday life; and WHEREAS, these infrastructures, facilities, and services could not be provided without dedicated public works professionals, who are federally mandated first responders, and the laborers, engineers, technicians, specialists, and managers at all levels of government and in the private sector who are responsible for building, improving, maintaining, and protecting our City’s transportation systems, water supply, parks, drainage facilities, public buildings, and other structures and facilities essential for our residents; and WHEREAS, the thirty staff members of our Public Works Department are the People who serve as the backbone of our organization, united by a common Purpose to protect the health, safety, well- being, and quality of life in our community; and whose Presence is felt daily through their visible commitment and quiet dedication to the people of Rosemount, and NOW, THEREFORE BE IT RESOLVED THAT We, the City Council of the City of Rosemount, do hereby proclaim the week of May 18-24, 2025 as National Public Works Week, and we urge all citizens to join together with us to thank and pay tribute to our team of public works professionals, and to recognize the substantial contributions they make to advancing our quality of life. DATED THIS 20th day of May, 2025. ____________________________________ Jeffery D. Weisensel, Mayor Page 6 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: Update from Beyond the Yellow Ribbon AGENDA SECTION: PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS PREPARED BY: Logan Martin, City Administrator AGENDA NO. 3.c. ATTACHMENTS: APPROVED BY: LJM RECOMMENDED ACTION: None, receive update. BACKGROUND Rosemount Beyond the Yellow Ribbon committee members will be present to discuss their recent programming and to remind residents of the services they provide. We greatly appreciate their partnership and the services they provide to the veterans throughout our community. RECOMMENDATION None, receive update Page 7 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 1Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 10039 5/7/2025 103061 ICMA RETIREMENT CORP 3,099.31 5140 0501251654498 7020.2134.015/1/2025 DEFERRED COMPENSATION - MISSIO PAYROLL FUND 3,099.31 162198 5/15/2025 106005 ABM 9,613.66 MAY CLEANING 5257 10000268082 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 9,613.66 APRIL CLEANING 5258 10000257049 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 19,227.32 162200 5/15/2025 101463 ADVANCE AUTO PARTS 44.99 PARTS 5259 1596-402424 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 215.32 PARTS 5260 1596-402337 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 14.30 PARTS 5261 1596-401587 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 54.59 PARTS 5262 1596-402142 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 44.96 PARTS 5263 1596-402238 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 272.20 SUPPLIES PARTS CLEANING 5264 1596-401360A 1330.62215/15/2025 CLEANING SUPPLIES FLEET MAINTENANCE 63.48 SUPPLIES PARTS CLEANING 5265 1596-401360B 1330.62245/15/2025 SHOP SUPPLIES FLEET MAINTENANCE 843.32 SUPPLIES PARTS CLEANING 5266 1596-401360C 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 192.89 PARTS 5267 1596-402051 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 19.24 PARTS 5268 1596-402123 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 119.01 PARTS 5269 1596-402282 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 42.70 PARTS 5270 1596-402662 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 129.54 PARTS 5271 1596-402403 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 44.96 PARTS 5272 1596-402071 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 69.70 PARTS 5273 1596-402668 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 60.28 PARTS 5274 1596-402121 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 126.96 SHOP SUPPLIES 5275 1596-402357 1330.62245/15/2025 SHOP SUPPLIES FLEET MAINTENANCE 58.50-PARTS CREDIT 5276 1596-402072 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 672.31 PARTS 5277 1596-402397 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 70.68 OIL 5278 1596-402689 1330.62235/15/2025 OILS AND ADDITIVES FLEET MAINTENANCE 76.38 PARTS 5279 1596-401415 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 33.19 PARTS 5280 1596-401306 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 235.14 PARTS 5281 1596-401293 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 68.51 PARTS 5282 1596-401717 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 164.40 OIL & SMALL TOOLS 5283 1596-401852A 1330.62235/15/2025 OILS AND ADDITIVES FLEET MAINTENANCE 705.50 OIL & SMALL TOOLS 5284 1596-401852B 1330.62415/15/2025 SMALL TOOLS FLEET MAINTENANCE 467.52 ADDITIVE 5285 1596-401862 1330.62235/15/2025 OILS AND ADDITIVES FLEET MAINTENANCE 144.72 PARTS 5286 1596-401755 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 246.54 PARTS 5287 1596-402000 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 22.07 PARTS 5288 1596-401634 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 1,237.12 PARTS 5289 1596-401638 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE Page 8 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 2Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162200 5/15/2025 101463 ADVANCE AUTO PARTS Continued... 19.98 PARTS 5290 1596-401876 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 77.25 MOWER MAINTENANCE 5291 1596-401594 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 44.21 BATTERY 5292 1596-401563 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 6,585.46 162201 5/15/2025 103294 AMERICAN LEGAL PUBLISHING 937.30 SUPPLEMENT PAGES 5294 42017 1120.63105/15/2025 PROFESSIONAL SERVICES GENERAL GOVERNMENT 937.30 162202 5/15/2025 102199 AMERICAN PUMP COMPANY 368.40 40' RUBBER HOSE FOR FLUSHING 5295 28077 6100.62375/15/2025 UTILITY SYSTEM MAINTENANCE SUP WATER UTILITY 368.40 162203 5/15/2025 105656 ART PARTNERS GROUP 420.34 GARAGE PATCH DISPLAY 5296 20885 4316.65705/15/2025 OFFICE EQUIP, FURNISHINGS, IT 2023-08 - PD & PW BUILDING (20 420.34 162204 5/15/2025 100478 ASPEN MILLS 178.85 UNIFORMS - HOPKINS 5297 353162 1220.61445/15/2025 EMPLOYEE ALLOWANCES FIRE 178.85 162205 5/15/2025 103440 ATOMIC ARCHITECTURAL SHEET METAL INC. 2,784.77 LIFE TIME FINAL PAY APP 5298 05.2025 PAYMENT 4312.65205/15/2025 BUILDING AND STRUCTURES 2022-23 - LIFETIME CLUB 2,784.77 162206 5/15/2025 101598 BHE COMMUNITY SOLAR LLC 2,330.97 MAR'25 SOLAR SUBSCRIPTION 5299 12208370A 6100.6371 W1095/15/2025 ELECTRIC WATER UTILITY 449.61 MAR'25 SOLAR SUBSCRIPTION 5300 12208370B 6100.6371 W1155/15/2025 ELECTRIC WATER UTILITY 2,780.58 162207 5/15/2025 106164 BILLION & ARMITAGE 450.00 TRADEMARK REG 1267834.6 5301 61484 1110.63145/15/2025 LEGAL SERVICES LEGISLATIVE CONTROL 542.00 TRADEMARK REG 1267834.8 5302 61483 1110.63145/15/2025 LEGAL SERVICES LEGISLATIVE CONTROL 992.00 162208 5/15/2025 102708 BLUEBEAM INC 520.00 BLUEBEAM LICENSE *4 5303 2315147 1240.63185/15/2025 SOFTWARE FEES BUILDING INSPECTIONS 520.00 162209 5/15/2025 103378 BOELTER LLC Page 9 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 3Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162209 5/15/2025 103378 BOELTER LLC Continued... 22,020.22 LIFE TIME FINAL PAY APP 5304 712594-1 4312.65205/15/2025 BUILDING AND STRUCTURES 2022-23 - LIFETIME CLUB 22,020.22 162210 5/15/2025 101296 BOLTON & MENK INC 12,372.00 SANITARY LIFT STATION NO. 13 5305 361434 4321.63135/15/2025 ENGINEERING SERVICES 2024-22 - SANITARY LIFT STATIO 12,372.00 162211 5/15/2025 103530 BRAUN INTERTEC CORP 273.00 UMORE PARK BUILDING 5307 B426641 4100.6313 PUMORB5/15/2025 ENGINEERING SERVICES PARK IMPROVEMENT 583.00 UMORE PARK BUILDING 5308 B425893 4100.6313 PUMORB5/15/2025 ENGINEERING SERVICES PARK IMPROVEMENT 3,230.00 UMORE PARK BUILDING 5309 B425189 4100.6313 PUMORB5/15/2025 ENGINEERING SERVICES PARK IMPROVEMENT 4,086.00 162212 5/15/2025 106102 BRENNAN COMSTRUCTION OF MN INC. 146,202.15 UMORE PAY APP #2 5310 05.2025 PAYMENT 4100.6520 PUMORB5/15/2025 BUILDING AND STRUCTURES PARK IMPROVEMENT 146,202.15 162213 5/15/2025 101385 BUSINESS ESSENTIALS 25.59 OFFICE SUPPLIES 5311 WO-1345246-2 1510.62105/15/2025 OFFICE SUPPLIES PARK & RECREATION 83.73 OFFICE SUPPLIES 5312 WO-1344739-1 1510.62105/15/2025 OFFICE SUPPLIES PARK & RECREATION 57.94 OFFICE SUPPLIES 5313 WO-1342856-2 1510.62105/15/2025 OFFICE SUPPLIES PARK & RECREATION 71.16 OFFICE SUPPLIES 5314 WO-1343737-1 1510.62105/15/2025 OFFICE SUPPLIES PARK & RECREATION 109.23 OFFICE SUPPLIES 5315 WO-1342856-1 1510.62105/15/2025 OFFICE SUPPLIES PARK & RECREATION 347.65 162214 5/15/2025 103489 CALLTOWER 2,210.21 APR'25 CTADMIN TEAMS 5316 202539058 1120.63215/15/2025 TELEPHONE GENERAL GOVERNMENT 2,210.21 162215 5/15/2025 101083 CAMPBELL KNUTSON PA 12,677.15 APRIL LEGAL FEES 5317 LEGAL SERVICES 04.30.2025 1210.63145/15/2025 LEGAL SERVICES POLICE 12,677.15 162216 5/15/2025 106122 CARDIO PARTNERS INC. 205.00 AED BATT 5318 600048091 1340.62335/15/2025 BUILDING REPAIRS SUPPLIES GOVERNMENT BUILDINGS 205.00 162217 5/15/2025 103537 CENTRAL TURF & IRRIGATION SUPPLY 911.47 IRRIGATION PARTS 5319 65003365-00 1520.62315/15/2025 EQUIPMENT REPAIR SUPPLIES PARKS MAINTENANCE Page 10 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 4Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162217 5/15/2025 103537 CENTRAL TURF & IRRIGATION SUPPLY Continued... 911.47 162218 5/15/2025 101596 CES IMAGING 446.10 PRINT HEAD FOR CH PLOTTER 5320 INV172865 2325.62205/15/2025 OPERATING SUPPLIES GIS 130.95 PLOTTER MAINTENANCE CARTRIDGE 5321 INV172409 2325.62105/15/2025 OFFICE SUPPLIES GIS 577.05 162219 5/15/2025 102772 CHARTER COMMUNICATIONS 16.77 MONTHLY CABLE CHARGE 5322 175314201042125 1220.63225/15/2025 INTERNET FIRE 153.75 MONTHLY DUES 04/25 5323 113140301041425 1220.63225/15/2025 INTERNET FIRE 170.52 162220 5/15/2025 102985 CINTAS CORP 167.45 CINTAS MEDICAL SUPPLIES FOR PD 5324 5265913409 1210.62105/15/2025 OFFICE SUPPLIES POLICE 167.45 162221 5/15/2025 106166 CINTAS CORPORATION 105.87 MATS 5325 20405479 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 36.69 MATS 5326 20405489 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 274.87 MATS 5327 20405480 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 32.57 MATS 5328 20405500 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 137.42 MATS 5329 20405498 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 95.19 MATS 5330 20402162 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 32.57 MATS 5331 20402163 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 36.69 MATS 5332 20402154 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 110.81 MATS 5333 20402143 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 36.51 MATS 5441 20402142 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 899.19 162222 5/15/2025 100185 CITY OF SHAKOPEE PARK & REC 648.39 DEPOSIT FOR SANDVENTURE 5334 05.2025 PAYMENT 1510.62265/15/2025 OTHER OPERATING SUPPLIES PARK & RECREATION 648.39 162223 5/15/2025 100324 CITY OF WEST ST PAUL 4,176.28 1ST QTR'25 VOLUNTEER COORD 5335 2025-00000042 1120.63105/15/2025 PROFESSIONAL SERVICES GENERAL GOVERNMENT 4,176.28 162224 5/15/2025 103559 COMPUTER INTEGRATION TECH 14,400.00 VMWARE VSPHERE ENTERPRISE 1 YR 5336 401335 1130.63185/15/2025 SOFTWARE FEES ADMINISTRATIVE SERVICES 14,400.00 Page 11 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 5Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162224 5/15/2025 103559 COMPUTER INTEGRATION TECH Continued... 162225 5/15/2025 106066 CONTINUA 14,102.16 SOUND MASKING SYSTEM PAYMENT 2 5337 216882 4316.65805/15/2025 OTHER EQUIPMENT 2023-08 - PD & PW BUILDING (20 14,102.16 162226 5/15/2025 101554 CORE & MAIN LP 26,456.22 3/4-IN IPERL METERS AND PARTS 5338 W840301 6100.6237.015/15/2025 WATER METER PURCHASES WATER UTILITY 146.58 DPD FREE CHLORINE REAGENT 5339 INV0015672 6100.62255/15/2025 CHEMICAL SUPPLIES WATER UTILITY 26,602.80 162227 5/15/2025 103560 CORPORATE MECHANICAL INC 755.94 PM 5340 W83155A 1510.63845/15/2025 MACHINERY & EQUIPMENT REPAIRS PARK & RECREATION 755.95 PM 5341 W83155B 6500.63845/15/2025 MACHINERY & EQUIPMENT REPAIRS ICE ARENA 1,511.89 162228 5/15/2025 103564 CROSS NURSERIES INC 7,067.50 TREES FOR ARBOR DAY 5342 53542A 1110.62205/15/2025 OPERATING SUPPLIES LEGISLATIVE CONTROL 500.00 TREES FOR ARBOR DAY 5343 53542B 2360.6220 000405075/15/2025 OPERATING SUPPLIES PARK & REC DONATIONS 7,567.50 162229 5/15/2025 105655 CRU UTILITIES 2,000.00 REFUND HYDRANT METER DEPOSIT 5344 05.2025 REFUND PAYMENT1 6100.22015/15/2025 DEPOSITS PAYABLE WATER UTILITY 429.20-REFUND HYDRANT METER DEPOSIT 5345 05.2025 REFUND PAYMENT2 6100.4801.045/15/2025 COMMERCIAL UTILITY REVENUE WATER UTILITY 34.87-REFUND HYDRANT METER DEPOSIT 5346 05.2025 REFUND PAYMENT3 6100.20615/15/2025 SALES TAX PAYABLE WATER UTILITY 1,535.93 162230 5/15/2025 103024 CUMMINS SALES AND SERVICE 1,770.59 CITY HALL GEN. PM 5347 E4-250417029 1330.63845/15/2025 MACHINERY & EQUIPMENT REPAIRS FLEET MAINTENANCE 1,770.59 162231 5/15/2025 106187 CUSHING, KRISTEN D'ARPA 300.00 SC DAMAGE DEPOSIT REFUND 5470 79426190 1000.2204 000161005/15/2025 P&R - REFUND CLEARING GENERAL FUND BALANCE SHEET 300.00 162232 5/15/2025 101709 CUSTOM CAP & TIRE 200.00 TIRES AND LABOR 5348 270075351A 1330.63845/15/2025 MACHINERY & EQUIPMENT REPAIRS FLEET MAINTENANCE 321.40 TIRES AND LABOR 5349 270075351B 1330.62325/15/2025 TIRES FLEET MAINTENANCE Page 12 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 6Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162232 5/15/2025 101709 CUSTOM CAP & TIRE Continued... 389.34 TIRES 5350 270075599 1330.62325/15/2025 TIRES FLEET MAINTENANCE 910.74 162233 5/15/2025 103084 DAKOTA 911 41,535.00 MAY DAKOTA 911 FEES 5351 AR-0000000665 1210.63105/15/2025 PROFESSIONAL SERVICES POLICE 41,535.00 162234 5/15/2025 103568 DAKOTA AWARDS & ENGRAVING 15.00 ERIC NAME PLATE 5352 29315 1190.62105/15/2025 OFFICE SUPPLIES PLANNING & ZONING 242.00 ENGRAVED PATROL NAME PLATES 5353 29269 4316.65705/15/2025 OFFICE EQUIP, FURNISHINGS, IT 2023-08 - PD & PW BUILDING (20 77.50 RETIREMENT PLAQUE 5354 29270 1180.64655/15/2025 RECOGNITION/WELLNESS HUMAN RESOURCES 334.50 162235 5/15/2025 100440 DAKOTA COUNTY CDA 85,047.80 2024 LAHA FUNDS TRANSFER 5355 2025-1 1120.64565/15/2025 OTHER MISCELLANEOUS CHARGES GENERAL GOVERNMENT 85,047.80 162236 5/15/2025 103572 DAKOTA COUNTY FINANCE 34,754.69 2025 CJN PRO PHOENIX RMS FEE 5356 304012 1210.64515/15/2025 DUES AND SUBSCRIPTIONS POLICE 53,152.64 2025 CJN PARTNER FEE 5357 303013 1210.64515/15/2025 DUES AND SUBSCRIPTIONS POLICE 87,907.33 162237 5/15/2025 100379 DAKOTA COUNTY PROPERTY 46.00 RECORDING FEE- ENCROACHMENT 5358 P 953826 REPROCESS 6300.63105/15/2025 PROFESSIONAL SERVICES STORM WATER UTILITY 46.00 162238 5/15/2025 103587 DAKOTA ELECTRIC ASSOCIATION 259.02 LIFT STATION# 3 5359 200002080539 04/25 6200.6371 SSLS2035/15/2025 ELECTRIC SEWER UTILITY 199.10 JAYCEE PARK TRAIL LIGHTS 5360 200002112506 04/25 1520.63715/15/2025 ELECTRIC PARKS MAINTENANCE 7,224.03 STREET LIGHTS 5361 200001066414 04/25 6400.63715/15/2025 ELECTRIC STREET LIGHT UTILITY 5.47 SIREN# 10 5362 200001519073 04/25 1320.63715/15/2025 ELECTRIC STREET MAINTENANCE 207.28 LIFT STATION# 4 5363 200001834654 04/25 6200.63715/15/2025 ELECTRIC SEWER UTILITY 21.61 CONNEMARA PARK SHELTER/LIGHTS 5364 200002004786 04/25 1520.63715/15/2025 ELECTRIC PARKS MAINTENANCE Page 13 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 7Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162238 5/15/2025 103587 DAKOTA ELECTRIC ASSOCIATION Continued... 21.32 IRRIGATION PUMP/SP CONTROL BLD 5365 200002007870 04/25 1520.63715/15/2025 ELECTRIC PARKS MAINTENANCE 123.29 STORM DRAIN LIFT STATION# 8 5366 200010038900 04/25 6300.6371 SWLS3085/15/2025 ELECTRIC STORM WATER UTILITY 421.31 LIFT STATION# 5 5367 200010054799 04/25 6200.6371 SSLS2055/15/2025 ELECTRIC SEWER UTILITY 63.92 LIFT STATION #12 5368 200010057891 04/25 6200.6371 SSLS2125/15/2025 ELECTRIC SEWER UTILITY 19.09 WELCOME SIGN- NORTH 5369 200010050261 04/25 6400.63715/15/2025 ELECTRIC STREET LIGHT UTILITY 12.90 JAYCEE PARK CONTROL BLDG 5370 200002005379 04/25 1520.63715/15/2025 ELECTRIC PARKS MAINTENANCE 22.03 WENSMANN POND MONITORING ST'N 5371 200003157294 04/25 6300.63715/15/2025 ELECTRIC STORM WATER UTILITY 26.17 SIREN #13 5372 200003776226 04/25 1320.63715/15/2025 ELECTRIC STREET MAINTENANCE 33.22 STORM DRAIN LIFT STATION #7 5373 200005601588 04/25 6300.6371 SWLS3075/15/2025 ELECTRIC STORM WATER UTILITY 2,728.24 WELL# 16 5374 200010007317 04/25 6100.6371 W1165/15/2025 ELECTRIC WATER UTILITY 11,388.00 162239 5/15/2025 100906 DELEGARD TOOL CO 77.34 TOOLS 5375 K45171/1 1330.62415/15/2025 SMALL TOOLS FLEET MAINTENANCE 77.34 162240 5/15/2025 103595 DICK'S VALLEY SERVICE INC 150.00 HYUNDAI SONATA TOW BILL 5376 25-102550 1210.64525/15/2025 TOWING CHARGES POLICE 150.00 162241 5/15/2025 106159 DOMAIN LISTINGS 288.00 WEBSITE DOMAIN SUBSCRIPTION 5377 DL-6849-9775 1120.64515/15/2025 DUES AND SUBSCRIPTIONS GENERAL GOVERNMENT 288.00 162242 5/15/2025 100069 DRAIN PRO-PLUMBING INC 649.69 SERVICE CALL 5378 77835 6500.63845/15/2025 MACHINERY & EQUIPMENT REPAIRS ICE ARENA 649.69 162243 5/15/2025 103603 EARL F ANDERSEN INC 2,496.20 SIGNS 5379 0139330-IN 1320.62365/15/2025 SIGN REPAIR SUPPLIES STREET MAINTENANCE Page 14 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 8Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162243 5/15/2025 103603 EARL F ANDERSEN INC Continued... 176.00 NO TRESSPASSING SIGNS 5380 0139264-IN 1320.62365/15/2025 SIGN REPAIR SUPPLIES STREET MAINTENANCE 6,925.00 GALVANIZED SIGN POSTS 5381 0139215-IN 1320.62365/15/2025 SIGN REPAIR SUPPLIES STREET MAINTENANCE 9,597.20 162244 5/15/2025 103607 ECOLAB PEST 49.39 PEST CONTROL 5382 8151228 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 61.52 PEST CONTROL 5383 7918578A 6500.63845/15/2025 MACHINERY & EQUIPMENT REPAIRS ICE ARENA 61.52 PEST CONTROL 5384 7918578B 1510.63845/15/2025 MACHINERY & EQUIPMENT REPAIRS PARK & RECREATION 100.00 PEST CONTROL 5385 7918577 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 272.43 162245 5/15/2025 100234 ELECTRIC PUMP 2,200.00 SERVICE AGREEMENT 5386 31086A 6100.63105/15/2025 PROFESSIONAL SERVICES WATER UTILITY 2,200.00 SERVICE AGREEMENT 5387 31086B 6200.63105/15/2025 PROFESSIONAL SERVICES SEWER UTILITY 2,200.00 SERVICE AGREEMENT 5388 31086C 6300.63105/15/2025 PROFESSIONAL SERVICES STORM WATER UTILITY 6,600.00 162246 5/15/2025 106192 ELITE OUTDOOR SERVICES WIMN 2,178.59 APRIL SERVICES 5389 1242 1520.63855/15/2025 OTHER REPAIRS AND MAINTENANCE PARKS MAINTENANCE 2,178.59 162247 5/15/2025 106097 ENFORCEMENT LIGHTING, LLC. 6,500.00 SQUAD 3540 BUILD 5390 2025 DODGE DURANGO#83088B 4050.6550.215/15/2025 MOTOR VEHICLES-POLICE EQUIPMENT IMPROVEMENT 6,500.00 162248 5/15/2025 105307 EPIC WRAPS 1,975.00 3520 WRAP REMOVAL & NEW DESIGN 5391 71154 4050.6550.215/15/2025 MOTOR VEHICLES-POLICE EQUIPMENT IMPROVEMENT 1,475.00 SQUAD 3590 NEW CAR DESIGN 5392 71120 4050.6550.215/15/2025 MOTOR VEHICLES-POLICE EQUIPMENT IMPROVEMENT 1,475.00 SQUAD 35130 NEW DESIGN 5393 71133 4050.6550.215/15/2025 MOTOR VEHICLES-POLICE EQUIPMENT IMPROVEMENT 4,925.00 162249 5/15/2025 103467 FAIRCHILD EQUIPMENT 243.41 PARTS 5394 PSO039133-1 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 243.41 162250 5/15/2025 106101 FAROOQ, RIZWAN 500.00 DAMAGE DEPOSIT REFUND 5563 85863948 1000.22045/15/2025 P&R - REFUND CLEARING GENERAL FUND BALANCE SHEET 500.00 Page 15 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 9Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162251 5/15/2025 103630 FRONTIER Continued... 1,883.31 PHONE,INTERNET & CITY WIFI SRV 5395 651-188-0017 04/25A 1120.63215/15/2025 TELEPHONE GENERAL GOVERNMENT 106.40 PHONE,INTERNET & CITY WIFI SRV 5396 651-188-0017 04/25B 1120.63215/15/2025 TELEPHONE GENERAL GOVERNMENT 83.33 PHONE,INTERNET & CITY WIFI SRV 5397 651-188-0017 04/25C 6100.63215/15/2025 TELEPHONE WATER UTILITY 31.87 PHONE,INTERNET & CITY WIFI SRV 5398 651-188-0017 04/25D 6100.6321 WH1025/15/2025 TELEPHONE WATER UTILITY 31.86 PHONE,INTERNET & CITY WIFI SRV 5399 651-188-0017 04/25E 6100.6321 WH1035/15/2025 TELEPHONE WATER UTILITY 7.23 PHONE,INTERNET & CITY WIFI SRV 5400 651-188-0017 04/25F 6100.63215/15/2025 TELEPHONE WATER UTILITY 7.23 PHONE,INTERNET & CITY WIFI SRV 5401 651-188-0017 04/25G 6200.63215/15/2025 TELEPHONE SEWER UTILITY 7.23 PHONE,INTERNET & CITY WIFI SRV 5402 651-188-0017 04/25H 6300.63215/15/2025 TELEPHONE STORM WATER UTILITY 20.54 PHONE,INTERNET & CITY WIFI SRV 5403 651-188-0017 04/25I 6100.63225/15/2025 INTERNET WATER UTILITY 20.54 PHONE,INTERNET & CITY WIFI SRV 5404 651-188-0017 04/25J 6200.63225/15/2025 INTERNET SEWER UTILITY 20.55 PHONE,INTERNET & CITY WIFI SRV 5405 651-188-0017 04/25K 6300.63215/15/2025 TELEPHONE STORM WATER UTILITY 20.54 PHONE,INTERNET & CITY WIFI SRV 5406 651-188-0017 04/25L 6100.63215/15/2025 TELEPHONE WATER UTILITY 20.54 PHONE,INTERNET & CITY WIFI SRV 5407 651-188-0017 04/25M 6200.63215/15/2025 TELEPHONE SEWER UTILITY 20.55 PHONE,INTERNET & CITY WIFI SRV 5408 651-188-0017 04/25N 6300.63215/15/2025 TELEPHONE STORM WATER UTILITY 20.54 PHONE,INTERNET & CITY WIFI SRV 5409 651-188-0017 04/25O 6100.63215/15/2025 TELEPHONE WATER UTILITY 20.54 PHONE,INTERNET & CITY WIFI SRV 5410 651-188-0017 04/25P 6200.63215/15/2025 TELEPHONE SEWER UTILITY 20.55 PHONE,INTERNET & CITY WIFI SRV 5411 651-188-0017 04/25Q 6300.63215/15/2025 TELEPHONE STORM WATER UTILITY 17.57 PHONE,INTERNET & CITY WIFI SRV 5412 651-188-0017 04/25R 6100.6321 W1075/15/2025 TELEPHONE WATER UTILITY 17.57 PHONE,INTERNET & CITY WIFI SRV 5413 651-188-0017 04/25S 1120.63215/15/2025 TELEPHONE GENERAL GOVERNMENT 1,750.00 PHONE,INTERNET & CITY WIFI SRV 5414 651-188-0017 1120.63225/15/2025 INTERNET GENERAL GOVERNMENT Page 16 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 10Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162251 5/15/2025 103630 FRONTIER Continued... 04/25T 4,128.49 162252 5/15/2025 100156 GERTEN GREENHOUSES INC-446133 280.90 SEED AND REPLACEMENT PARTS 5416 237486/12 1520.62355/15/2025 LANDSCAPING SUPPLIES PARKS MAINTENANCE 1,232.00 POTTING SOIL 5417 131773/30 1520.62355/15/2025 LANDSCAPING SUPPLIES PARKS MAINTENANCE 197.96 CHAINSAW/TRIMMER PARTS 5418 237905/12 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 1,710.86 162253 5/15/2025 106186 GLANDER, ALESHA 150.00 DD REFUND 5293 86228779 1000.22045/15/2025 P&R - REFUND CLEARING GENERAL FUND BALANCE SHEET 150.00 162254 5/15/2025 103256 GLOBAL SPECIALTY CONTRACTORS 20,048.80 LIFE TIME CONSTRUCTION APP 18 5419 05.2025 PAYMENT 4312.65205/15/2025 BUILDING AND STRUCTURES 2022-23 - LIFETIME CLUB 20,048.80 162255 5/15/2025 103635 GOPHER STATE ONE-CALL 476.55 LOCATES 5420 5040727A 6100.63105/15/2025 PROFESSIONAL SERVICES WATER UTILITY 476.55 LOCATES 5421 5040727B 6200.63105/15/2025 PROFESSIONAL SERVICES SEWER UTILITY 476.55 LOCATES 5422 5040727C 6300.63105/15/2025 PROFESSIONAL SERVICES STORM WATER UTILITY 1,429.65 162256 5/15/2025 103639 GRAINGER 1,872.64 RACKING COMPONENTS 5423 9451487145 4316.65805/15/2025 OTHER EQUIPMENT 2023-08 - PD & PW BUILDING (20 148.26 FILTER CARTRIDGE,WATER COOLER 5424 9499493824A 1510.62425/15/2025 MINOR EQUIPMENT PARK & RECREATION 148.26 FILTER CARTRIDGE,WATER COOLER 5425 9499493824B 6500.62425/15/2025 MINOR EQUIPMENT ICE ARENA 305.77 PARTS 5426 9478700751 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 77.25 TIME CLOCK CITY HALL 5427 9481755727 1340.62315/15/2025 EQUIPMENT REPAIR SUPPLIES GOVERNMENT BUILDINGS 508.32 LIGHT BULBS WATER FILTERS 5428 9481527746 1340.62335/15/2025 BUILDING REPAIRS SUPPLIES GOVERNMENT BUILDINGS 3,060.50 162257 5/15/2025 100387 GRAPHIC DESIGN INC 1,586.00 WELCOME PACKETS 5429 QB58470 1120.63505/15/2025 PRINTING COSTS GENERAL GOVERNMENT 1,586.00 162258 5/15/2025 106180 HART, KATHY 300.00 SC DAMAGE DEPOSIT REFUND 5458 86515230 1000.22045/15/2025 P&R - REFUND CLEARING GENERAL FUND BALANCE SHEET 300.00 Page 17 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 11Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162259 5/15/2025 103645 HAWKINS INC Continued... 7,638.48 CHEMICALS FOR WELLS HOUSES 5430 7054653 6100.62255/15/2025 CHEMICAL SUPPLIES WATER UTILITY 7,638.48 162260 5/15/2025 102662 HAWTHORNE, JILL 222.00 SENIOR YOGA SUB 5453 05.2025 PAYMENT 1510.6310 000406035/15/2025 PROFESSIONAL SERVICES PARK & RECREATION 222.00 162261 5/15/2025 106185 HEINZ, BRANDI 300.00 SC DAMAGE DEPOSIT REFUND 5306 86201366 1000.2204 000161005/15/2025 P&R - REFUND CLEARING GENERAL FUND BALANCE SHEET 300.00 162262 5/15/2025 103213 HGA 352.98 RCC REMODEL DESIGN 5431 262398 1510.63125/15/2025 ARCHITECT SERVICES PARK & RECREATION 352.98 162263 5/15/2025 103650 HIGHLAND SANITATION & RECYCLING 320.97 APRIL TRASH SERVICE 5432 1390710A 1510.63745/15/2025 TRASH PARK & RECREATION 303.81 APRIL TRASH SERVICE 5433 1390710B 6500.63745/15/2025 TRASH ICE ARENA 94.50 APRIL TRASH SERVICE 5434 1390710C 1510.6374 000407045/15/2025 TRASH PARK & RECREATION 64.74 APRIL TRASH SERVICE 5435 1390710D 1510.6374 000161005/15/2025 TRASH PARK & RECREATION 4,763.57 APRIL TRASH SERVICE 5436 1390710E 1340.63745/15/2025 TRASH GOVERNMENT BUILDINGS 5,547.59 162264 5/15/2025 100454 HIRSHFIELD'S 196.99 PAINT, SUPPLIES 5437 37217870 1510.6233 000161005/15/2025 BUILDING REPAIRS SUPPLIES PARK & RECREATION 196.99 162265 5/15/2025 103055 HOLCIM - MWR INC 45.83 1" AGGREGATE 5438 720940227 1320.62345/15/2025 STREET MAINTENANCE SUPPLIES STREET MAINTENANCE 45.83 162266 5/15/2025 103214 HOME DEPOT U.S.A. INC 26,074.59 TIF OSPREY NOTE 5439 2025-01 OSPREY PMT1 2520.67115/15/2025 PRINCIPAL - BONDS TIF - OSPREY DISTRICT 13,265.41 TIF OSPREY NOTE 5440 2025-01 OSPREY PMT2 2520.67215/15/2025 INTEREST - BONDS TIF - OSPREY DISTRICT 39,340.00 162267 5/15/2025 105309 IDEAL PRINTERS 285.00 SAFE CAM RACK CARDS 5442 46589 1210.65705/15/2025 OFFICE EQUIP, FURNISHINGS, IT POLICE Page 18 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 12Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162267 5/15/2025 105309 IDEAL PRINTERS Continued... 285.00 162268 5/15/2025 103655 INDEPENDENT BLACK DIRT 300.00 PULVERIZED BLACK DIRT 5443 37616 1520.62265/15/2025 OTHER OPERATING SUPPLIES PARKS MAINTENANCE 300.00 PULVERIZED BLACK DIRT 5444 37576 1520.62265/15/2025 OTHER OPERATING SUPPLIES PARKS MAINTENANCE 99.00 GARDEN SOIL 5445 37512 1520.62355/15/2025 LANDSCAPING SUPPLIES PARKS MAINTENANCE 162.00 DIRT 5446 37544 1320.62355/15/2025 LANDSCAPING SUPPLIES STREET MAINTENANCE 135.00 BLACK DIRT 5447 37401 1320.62355/15/2025 LANDSCAPING SUPPLIES STREET MAINTENANCE 996.00 162269 5/15/2025 100547 INNOVATIVE OFFICE SOLUTIONS 71.00 SQUEEGEE, FRONT/REAR 5448 IN4814886A 1510.62425/15/2025 MINOR EQUIPMENT PARK & RECREATION 71.00 SQUEEGEE, FRONT/REAR 5449 IN4814886B 1510.6242 000161005/15/2025 MINOR EQUIPMENT PARK & RECREATION 142.00 162270 5/15/2025 106167 INSIGHT RESTORATION, LLC. 5,211.88 WATER DAMAGE MITIGATION 5450 8829 2375.6310 PFLINT5/15/2025 PROFESSIONAL SERVICES INSURANCE 5,211.88 162271 5/15/2025 100986 JANI-KING OF MINNESOTA 700.00 EVENT CLEANING 5451 MIN05250197 1510.63175/15/2025 OTHER PROFESSIONAL SERVICES PARK & RECREATION 160.00 EVENT CLEANING 5452 MIN05250196 1510.6317 000161005/15/2025 OTHER PROFESSIONAL SERVICES PARK & RECREATION 860.00 162272 5/15/2025 103665 JIRIK SOD FARMS INC 3.00 SOD 5454 33841 1520.6235 PFLINT5/15/2025 LANDSCAPING SUPPLIES PARKS MAINTENANCE 3.00 162273 5/15/2025 106189 JLG ARCHITECTS 10,450.00 RINK DESIGN WORK 5455 250045-1 1120.63125/15/2025 ARCHITECT SERVICES GENERAL GOVERNMENT 10,450.00 162274 5/15/2025 102086 KATH FUEL OIL SERVICE 2,010.00 LUBRICANTS 5457 824306 1330.62235/15/2025 OILS AND ADDITIVES FLEET MAINTENANCE 2,010.00 162275 5/15/2025 103668 KENNEDY & GRAVEN, CHARTERED 110.22 PARKS & REC RETAINER OCT 2024 5459 184541 1120.63145/15/2025 LEGAL SERVICES GENERAL GOVERNMENT 2,093.20 POLICE DEPT RETAINER OCT. 2024 5460 184540 1120.63145/15/2025 LEGAL SERVICES GENERAL GOVERNMENT 664.20 PD RETAINER 5461 186542 1120.63145/15/2025 LEGAL SERVICES GENERAL GOVERNMENT Page 19 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 13Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162275 5/15/2025 103668 KENNEDY & GRAVEN, CHARTERED Continued... 457.69 PLANNING DEPT RETAINER 5462 184539 1120.63145/15/2025 LEGAL SERVICES GENERAL GOVERNMENT 495.50 ENG & PW RETAINER 5463 184538 1120.63145/15/2025 LEGAL SERVICES GENERAL GOVERNMENT 3,820.81 162276 5/15/2025 103670 KIMBALL MIDWEST 588.39 SHOP SUPPLIES 5464 103276994 1330.62245/15/2025 SHOP SUPPLIES FLEET MAINTENANCE 588.39 162277 5/15/2025 102013 KIMLEY-HORN & ASSOCIATES INC 5,965.61 PROF. SERV. CONNEMARA/AKRON 5465 31530844 4320.63135/15/2025 ENGINEERING SERVICES 2024-20 - CONNEMARA & AKRON RO 9,389.76 PROF. SERV.- CONNEMARA/AKRON 5466 31208974 4320.63135/15/2025 ENGINEERING SERVICES 2024-20 - CONNEMARA & AKRON RO 15,355.37 162278 5/15/2025 102967 KIRCHNER LAWN & LANDSCAPE 1,200.00 CARROLS WOODS 5467 9333 4100.6235 PCARRO5/15/2025 LANDSCAPING SUPPLIES PARK IMPROVEMENT 1,200.00 162279 5/15/2025 103672 KLM ENGINEERING INC 3,300.00 2025 DRY TANK CLEANOUT 5468 10770 6100.6382 WT1015/15/2025 STRUCTURE REPAIRS AND MAINTENA WATER UTILITY 3,300.00 162280 5/15/2025 106176 KODEX, INC. 45.00 SUBPOENA FEE 5469 B015DD1C-0001 1210.63175/15/2025 OTHER PROFESSIONAL SERVICES POLICE 45.00 162281 5/15/2025 103684 LEAGUE-MN CITIES INS TRUST - PREMIUMS 10,384.76 WC PREMIUM DUE TO AUDIT '23-24 5471 POLICY 1005022-7 AUDIT1 2375.63625/15/2025 WORKERS COMPENSATION INSURANCEINSURANCE 88.63 WC PREMIUM DUE TO AUDIT '23-24 5472 POLICY 1005022-7 AUDIT2 2100.63625/15/2025 WORKERS COMPENSATION INSURANCEPORT AUTHORITY 550.54 WC PREMIUM DUE TO AUDIT '23-24 5473 POLICY 1005022-7 AUDIT3 6100.63625/15/2025 WORKERS COMPENSATION INSURANCEWATER UTILITY 548.94 WC PREMIUM DUE TO AUDIT '23-24 5474 POLICY 1005022-7 AUDIT4 6200.63625/15/2025 WORKERS COMPENSATION INSURANCESEWER UTILITY 517.71 WC PREMIUM DUE TO AUDIT '23-24 5475 POLICY 1005022-7 6300.63625/15/2025 WORKERS COMPENSATION INSURANCESTORM WATER UTILITY Page 20 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 14Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162281 5/15/2025 103684 LEAGUE-MN CITIES INS TRUST - PREMIUMS Continued... AUDIT5 253.42 WC PREMIUM DUE TO AUDIT '23-24 5476 POLICY 1005022-7 AUDIT6 6500.63625/15/2025 WORKERS COMPENSATION INSURANCEICE ARENA 12,344.00 162282 5/15/2025 103683 LEAGUE-MN CITIES INS TRUST -WC TREATMENT 159.20 WORKERS COMP 5477 24382 2375.63625/15/2025 WORKERS COMPENSATION INSURANCEINSURANCE 159.20 162283 5/15/2025 103257 LEJEUNE STEEL COMPANY 294,482.35 LIFE TIME PROJECT PAY APP 14 5478 2306-14 4312.65205/15/2025 BUILDING AND STRUCTURES 2022-23 - LIFETIME CLUB 294,482.35 162284 5/15/2025 106099 LIFE TIME, INC. 183.08 MAY 2025 MEMBERSHIP SUBSIDY 5479 CINV-181762 1120.64565/15/2025 OTHER MISCELLANEOUS CHARGES GENERAL GOVERNMENT 183.08 162285 5/15/2025 100830 MANSFIELD OIL COMPANY 5,091.16 1,801 GAL DIESEL FUEL 5480 26480401 1330.62225/15/2025 FUELS FLEET MAINTENANCE 4,844.78 1,800 GAL DIESEL FUEL 5481 26322411 1330.62225/15/2025 FUELS FLEET MAINTENANCE 6,587.39 2,700 GAL UNLEADED FUEL 5482 26322409 1330.62225/15/2025 FUELS FLEET MAINTENANCE 16,523.33 162286 5/15/2025 100510 MARCO TECHNOLOGIES LLC 1,620.74 BW/COLOR COPIES CITY OF RSMT 5484 INV13692223 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 949.49 BW/COLOR COPIES CITY OF RSMT 5485 INV13809127 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 2,570.23 162287 5/15/2025 102326 MARCO TECHNOLOGIES LLC 196.13 CITY HALL COPIER 5483 555344407 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 196.13 162288 5/15/2025 102680 MARIE RIDGEWAY LICSW, LLC 810.00 APRIL INVOICE 5486 3203 1210.63105/15/2025 PROFESSIONAL SERVICES POLICE 1,350.00 THERAPY SESSIONS & RETAINER 5487 3168 1210.63105/15/2025 PROFESSIONAL SERVICES POLICE 2,160.00 162289 5/15/2025 103690 MASTER ELECTRIC CO INC 357.40 STREET LIGHTS ON CONLEY AVE 5488 SD56178 6400.63845/15/2025 MACHINERY & EQUIPMENT REPAIRS STREET LIGHT UTILITY Page 21 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 15Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162289 5/15/2025 103690 MASTER ELECTRIC CO INC Continued... 1,681.47 RECEPTICLES FOR GENERATORS 5489 SD56179 6210.63815/15/2025 BUILDING REPAIRS AND MAINTENAN SEWER TRUNK FUND 2,038.87 162290 5/15/2025 100638 MATHESON TRI-GAS INC 124.20 O2 BOTTLE REFILLS 5490 31427580 1220.62265/15/2025 OTHER OPERATING SUPPLIES FIRE 124.20 162291 5/15/2025 100887 MCMULLEN INSPECTIONS INC 21,237.07 ELECTRICAL INVOICE MAY 2025 5491 MAY 2025 PAYMENT 1000.22815/15/2025 ELECTRICAL INSPECTOR PAYABLE GENERAL FUND BALANCE SHEET 21,237.07 162292 5/15/2025 100368 MEDICINE LAKE TOURS 1,640.00 SENIOR BUS TRIP 5492 05.07.2025 COMM CENTER 1510.6310 000406015/15/2025 PROFESSIONAL SERVICES PARK & RECREATION 1,640.00 162293 5/15/2025 103718 MEI TOTAL ELEVATOR SOLUTIONS 203.21 MONTHLY PM 5494 1127079 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 203.21 162294 5/15/2025 103697 MENARDS-APPLE VALLEY 826.71 MATERIALS FOR ENCLOSURE REPAIR 5495 92052 1520.62205/15/2025 OPERATING SUPPLIES PARKS MAINTENANCE 141.47 BUILDING SUPPLIES 5496 91620 1340.62335/15/2025 BUILDING REPAIRS SUPPLIES GOVERNMENT BUILDINGS 44.88 CLAMPS 5497 91384 1520.62415/15/2025 SMALL TOOLS PARKS MAINTENANCE 25.97 REPAIR SUPPLIES 5498 91371 1340.62335/15/2025 BUILDING REPAIRS SUPPLIES GOVERNMENT BUILDINGS 171.60 SNOW FENCE ETC 5499 91320 1520.6226 PHORSE5/15/2025 OTHER OPERATING SUPPLIES PARKS MAINTENANCE 1,210.63 162295 5/15/2025 100574 MENARDS-BURNSVILLE 379.98 40X60 TARP QTY 2 5500 38945 1320.62335/15/2025 BUILDING REPAIRS SUPPLIES STREET MAINTENANCE 379.98 162296 5/15/2025 103700 METRO COUNCIL ENV SERV 278,320.00 APRIL 2025 METRO SAC PMT 5501 APR'25 PAYMENT01 2100.20635/15/2025 METRO SAC PAYABLE PORT AUTHORITY 2,783.20-APRIL 2025 METRO SAC PMT 5502 APR'25 PAYMENT02 1120.43515/15/2025 METRO SAC CHARGES GENERAL GOVERNMENT 275,536.80 Page 22 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 16Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162297 5/15/2025 101363 METRO SALES INC Continued... 67.00 PD COPIER 5503 INV2785867 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 134.16 PW RESOURCE RM COPIER 5504 INV2782274 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 113.43 CITY HALL COPIER 5505 INV2782275 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 89.89 PD OFFICER RM COPIER 5506 INV2782272 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 84.09 PW ADMIN COPIER 5507 INV2782273 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 95.46 CITY HALL COLOR COPIER 5508 INV2781064 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 50.80 PD COLOR COPIER 5509 INV2773642 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 142.21 STEEPLE CENTER COLOR COPIER 5510 INV2772400 1120.63925/15/2025 OFFICE EQUIPMENT RENTALS GENERAL GOVERNMENT 777.04 162298 5/15/2025 106188 MICHAELSON, MEGAN 300.00 SC DAMAGE DEPOSIT REFUND 5493 86201428 1000.2204 000161005/15/2025 P&R - REFUND CLEARING GENERAL FUND BALANCE SHEET 300.00 162299 5/15/2025 100258 MIDLAND GLASS CO 28,657.70 LIFE TIME CONSTRUCTION APP 13 5511 0034101-08A-13 4312.65205/15/2025 BUILDING AND STRUCTURES 2022-23 - LIFETIME CLUB 28,657.70 162300 5/15/2025 103126 MIDWEST MACHINERY CO 108.10 PARTS 5512 10429254 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 108.10 162301 5/15/2025 106070 MIDWEST MACHINERY CO 53.66 PARTS 5513 10431159 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 187.90 PARTS 5514 10431157 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 241.56 162302 5/15/2025 105284 MILLER MENDEL INC 90.00 BACKGROUND SOFTWARE FEE 5515 9336 1210.63105/15/2025 PROFESSIONAL SERVICES POLICE 13.50 BACKGROUND SOFTWARE FEE 5516 9158 1210.63105/15/2025 PROFESSIONAL SERVICES POLICE 1.75 BACKGROUND SOFTWARE FEE 5517 9519 1210.63175/15/2025 OTHER PROFESSIONAL SERVICES POLICE 105.25 162303 5/15/2025 102009 MINDFUL HEALTH 648.00 SENIOR YOGA CLASSES 5518 04.24.2025 PAYMENT 1510.6310 000406035/15/2025 PROFESSIONAL SERVICES PARK & RECREATION 648.00 162304 5/15/2025 100266 MN DEPT OF LABOR & INDUSTRY 7,703.36 APRIL 2025 SURCHARGE DUE 5519 APR'25 BDG 1000.2062.015/15/2025 BUILDING PERMIT SURCHARGE GENERAL FUND BALANCE SHEET Page 23 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 17Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162304 5/15/2025 100266 MN DEPT OF LABOR & INDUSTRY Continued... PERMIT SURCHG1 61.00 APRIL 2025 SURCHARGE DUE 5520 APR'25 BDG PERMIT SURCHG2 1000.2062.025/15/2025 BUILDING PERMIT SURCHARGE - SE GENERAL FUND BALANCE SHEET 112.00 APRIL 2025 SURCHARGE DUE 5521 APR'25 BDG PERMIT SURCHG3 1000.2062.035/15/2025 ELECTRICAL PERMIT SURCHARGE GENERAL FUND BALANCE SHEET 77.00 APRIL 2025 SURCHARGE DUE 5522 APR'25 BDG PERMIT SURCHG4 1000.2062.045/15/2025 PLUMBING PERMIT SURCHARGE GENERAL FUND BALANCE SHEET 35.00 APRIL 2025 SURCHARGE DUE 5523 APR'25 BDG PERMIT SURCHG5 1000.2062.055/15/2025 SEWER PERMIT SURCHARGE GENERAL FUND BALANCE SHEET 49.00 APRIL 2025 SURCHARGE DUE 5524 APR'25 BDG PERMIT SURCHG6 1000.2062.065/15/2025 HVAC PERMIT SURCHARGE GENERAL FUND BALANCE SHEET 160.75-APRIL 2025 SURCHARGE DUE 5525 APR'25 BDG PERMIT SURCHG7 1120.43215/15/2025 OTHER GENERAL GOVERNMENT CHARGGENERAL GOVERNMENT 7,876.61 162305 5/15/2025 103716 MN DEPT OF LABOR & INDUSTRY 100.00 RCC ELEVATOR LICENSES 5526 ALR0175665X01 1510.63845/15/2025 MACHINERY & EQUIPMENT REPAIRS PARK & RECREATION 100.00 RCC ELEVATOR LICENSES 5527 ALR0175665X02 6500.63845/15/2025 MACHINERY & EQUIPMENT REPAIRS ICE ARENA 100.00 ELEVATOR LIC.5528 ALR0175447X 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 300.00 162306 5/15/2025 101168 MN OCC HEALTH - LOCKBOX 135054 760.00 PRE-EMPLOYMENT SCREENING 5529 491445 1180.63155/15/2025 PRE-EMPLOYMENT SCREENING SERVIHUMAN RESOURCES 760.00 162307 5/15/2025 103732 MN VALLEY TESTING LABS 116.50 BAC-T SAMPLES 5530 1301886 6100.63105/15/2025 PROFESSIONAL SERVICES WATER UTILITY 116.50 162308 5/15/2025 105628 MORTON SALT 43,225.05 WHITE ROAD SALT 5531 5403211017 1320.62345/15/2025 STREET MAINTENANCE SUPPLIES STREET MAINTENANCE 43,225.05 162309 5/15/2025 103737 MTI DISTRIBUTING INC 512.40 PARTS 5532 1470275-00 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 512.40 162310 5/15/2025 103343 NEOTREKS INC 540.00 PLOW OPS 5533 4415 1320.63105/15/2025 PROFESSIONAL SERVICES STREET MAINTENANCE 540.00 Page 24 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 18Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162310 5/15/2025 103343 NEOTREKS INC Continued... 162311 5/15/2025 106184 NEXTUP PICKLEBALL PRODUCTS 1,640.17 PICKLEBALL PADDLE HOLDERS 5534 723 4100.6530 PPICKLE5/15/2025 IMPROVEMENTS OTHER THAN BUILDI PARK IMPROVEMENT 1,640.17 162312 5/15/2025 100216 NIEBUR TRACTOR & EQUIP 785.96 CHAINSAW BAR, CHAIN AND OTHER 5535 01-205630 1320.62415/15/2025 SMALL TOOLS STREET MAINTENANCE 785.96 162313 5/15/2025 103747 NORTHERN SAFETY TECH 881.02 PARTS 5536 59330 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 881.02 162314 5/15/2025 100330 OERTEL ARCHITECTS 4,545.48 DESIGN OF UMORE PARK BUILDING 5537 24-20.10 4100.6312 PUMORB5/15/2025 ARCHITECT SERVICES PARK IMPROVEMENT 4,485.00 UMORE BUILDING DESIGN 5538 24-20.7 4100.6312 PUMORB5/15/2025 ARCHITECT SERVICES PARK IMPROVEMENT 9,030.48 162315 5/15/2025 102613 PARAGON HOMES CORP 2,000.00 13401 CADAGON WAY 5539 2024-00418 1000.22025/15/2025 DEPOSITS PAYABLE - AS-BUILT GENERAL FUND BALANCE SHEET 2,000.00 162316 5/15/2025 101942 PATCH MY PC LLC 2,249.10 PATCHMYPC 5540 34973 1130.63185/15/2025 SOFTWARE FEES ADMINISTRATIVE SERVICES 2,249.10 162317 5/15/2025 100446 PDCM/DDP 736.00 55+ DRIVER DISCOUNT PROGRAM 5541 55385 1510.6310 000406035/15/2025 PROFESSIONAL SERVICES PARK & RECREATION 736.00 162318 5/15/2025 102006 PELLICCI ACE ROSEMOUNT 15.54 GRILL FITTINGS 5542 13784/R 1520.62315/15/2025 EQUIPMENT REPAIR SUPPLIES PARKS MAINTENANCE 23.98 TAPE FOR SHOP FLOORS 5543 13783/R 1340.62245/15/2025 SHOP SUPPLIES GOVERNMENT BUILDINGS 9.99 RAIN GAUGE 5544 13671/R 1520.62315/15/2025 EQUIPMENT REPAIR SUPPLIES PARKS MAINTENANCE 106.95 GARDEN HOSE CONNECTIONS PARKS 5545 13731/R 1520.62205/15/2025 OPERATING SUPPLIES PARKS MAINTENANCE 56.93 PARTS 5546 13643/R 1330.62315/15/2025 EQUIPMENT REPAIR SUPPLIES FLEET MAINTENANCE 47.88 FILTERS FOR BOILERS 5547 13687/R 1340.62335/15/2025 BUILDING REPAIRS SUPPLIES GOVERNMENT BUILDINGS 19.98 GLOVES/BAGS 5548 13656/R01 1180.64655/15/2025 RECOGNITION/WELLNESS HUMAN RESOURCES 14.99 GLOVES/BAGS 5549 13656/R02 1510.6221 000406995/15/2025 CLEANING SUPPLIES PARK & RECREATION 17.97 1/2" DOWELS 5550 13659/R 1520.62265/15/2025 OTHER OPERATING SUPPLIES PARKS MAINTENANCE Page 25 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 19Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162318 5/15/2025 102006 PELLICCI ACE ROSEMOUNT Continued... 55.45 3 HOSE COUPLERS/NOZZLE/SEAL 5551 13592/R 1210.62425/15/2025 MINOR EQUIPMENT POLICE 369.66 162319 5/15/2025 101460 PERFORMANCE PLUS LLC 8,250.00 FIREFIGHTER ANNUAL PHYSICALS 5552 1032154 1220.63175/15/2025 OTHER PROFESSIONAL SERVICES FIRE 8,250.00 162320 5/15/2025 103754 PILGRIM PROMOTIONS INC 1,929.84 TSHIRT ORDER SUMMER PROGRAMS 5553 16931A 2360.6226 000402035/15/2025 OTHER OPERATING SUPPLIES PARK & REC DONATIONS 493.00 TSHIRT ORDER SUMMER PROGRAMS 5554 16931B 1510.6226 000401015/15/2025 OTHER OPERATING SUPPLIES PARK & RECREATION 384.25 TSHIRT ORDER SUMMER PROGRAMS 5555 16931C 1510.6226 000401025/15/2025 OTHER OPERATING SUPPLIES PARK & RECREATION 768.50 TSHIRT ORDER SUMMER PROGRAMS 5556 16931D 1510.6226 000401035/15/2025 OTHER OPERATING SUPPLIES PARK & RECREATION 543.40 TSHIRT ORDER SUMMER PROGRAMS 5557 16931E 1510.62265/15/2025 OTHER OPERATING SUPPLIES PARK & RECREATION 4,118.99 162321 5/15/2025 102030 POPP, STACEY 144.00 SENIOR YOGA CLASSES 5589 04.22.2025 PAYMENT 1510.6310 000406035/15/2025 PROFESSIONAL SERVICES PARK & RECREATION 144.00 162322 5/15/2025 103764 R & R SPECIALTIES OF WI 40.00 77" BLADE SHARPENING 5558 0085320-IN 6500.62425/15/2025 MINOR EQUIPMENT ICE ARENA 40.00 162323 5/15/2025 102870 RAIN BIRD INTERNATIONAL INC 3,325.00 CELL CARD RENEWAL 5559 64397 1520.63185/15/2025 SOFTWARE FEES PARKS MAINTENANCE 3,325.00 162324 5/15/2025 101275 REFLECTIONS WINDOW WASHING LLC 990.00 WINDOW CLEANING 5560 9344 1510.6381 000161005/15/2025 BUILDING REPAIRS AND MAINTENAN PARK & RECREATION 990.00 162325 5/15/2025 102615 REINDERS 182.89 PRESSURE SWITCH 5561 3407676-00 1520.6231 PFLINT5/15/2025 EQUIPMENT REPAIR SUPPLIES PARKS MAINTENANCE 182.89 162326 5/15/2025 103038 REPUBLIC SERVICES #923 215.00 25 ORGANICS HAULING - MAY 5562 0923-005968131 1340.63765/15/2025 OTHER UTILITY SERVICES GOVERNMENT BUILDINGS 215.00 Page 26 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 20Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162327 5/15/2025 106190 RJ KOOL MIDWEST Continued... 362.00 WASHER REPAIR FS2 5564 INV21685 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 362.00 162328 5/15/2025 103770 ROSEMOUNT EXPRESS ACCOUNT 6.00 PLATES FOP FIRE TAHOE 249734 5565 CK# 1076 4050.6550.225/15/2025 MOTOR VEHICLES-FIRE EQUIPMENT IMPROVEMENT 32.00 BACKGROUND BCA CHECK 5566 CK# 1075 1210.63155/15/2025 PRE-EMPLOYMENT SCREENING SERVIPOLICE 432.52 EVENT FOOD 5567 CK# 1074 1110.64605/15/2025 MEETING EXPENSE LEGISLATIVE CONTROL 33.25 CONTRACTOR FINGERPRINTS 5568 CK# 1070 1210.63155/15/2025 PRE-EMPLOYMENT SCREENING SERVIPOLICE 503.77 162329 5/15/2025 103777 SAM'S CLUB 1,648.56 EGG HUNT SUPPLIES 5569 1343A 1510.6226 000405995/15/2025 OTHER OPERATING SUPPLIES PARK & RECREATION 1,136.23 EGG HUNT SUPPLIES 5570 1343B 2360.6226 000407065/15/2025 OTHER OPERATING SUPPLIES PARK & REC DONATIONS 130.95 EGG HUNT SUPPLIES 5571 1343C 1510.6226 000405995/15/2025 OTHER OPERATING SUPPLIES PARK & RECREATION 99.34 APPRECIATION EVENT 5572 686 1110.64605/15/2025 MEETING EXPENSE LEGISLATIVE CONTROL 393.39 BUILDING SUPPLIES 5573 982 1340.62205/15/2025 OPERATING SUPPLIES GOVERNMENT BUILDINGS 40.74 YC RECRUITMENT TREATS 5574 610 1110.64605/15/2025 MEETING EXPENSE LEGISLATIVE CONTROL 27.96 SNACKS - CITY COUNCIL WS 5575 597 1110.64605/15/2025 MEETING EXPENSE LEGISLATIVE CONTROL 35.96 CITY HALL/PD SUPPLIES/VENDING 5576 1006A 1340.62515/15/2025 FOOD FOR RESALE GOVERNMENT BUILDINGS 423.05 CITY HALL/PD SUPPLIES/VENDING 5577 1006B 1340.62265/15/2025 OTHER OPERATING SUPPLIES GOVERNMENT BUILDINGS 112.70 CITY HALL/PD SUPPLIES/VENDING 5578 1006C 1340.62265/15/2025 OTHER OPERATING SUPPLIES GOVERNMENT BUILDINGS 57.84 CITY HALL/PD SUPPLIES/VENDING 5579 1006D 1340.62265/15/2025 OTHER OPERATING SUPPLIES GOVERNMENT BUILDINGS 4,106.72 162330 5/15/2025 103780 SENTRY SYSTEMS INC 89.85 FIRE ALARM MONITORING 5582 801848 1340.63815/15/2025 BUILDING REPAIRS AND MAINTENAN GOVERNMENT BUILDINGS 89.85 162331 5/15/2025 100194 SHI INTERNATIONAL CORP 239.00 MP56 TEAMS PHONE 5583 B19645351 1510.62205/15/2025 OPERATING SUPPLIES PARK & RECREATION 277.00 BARCO CLICKSHARE BUTTON BUNDLE 5584 B19665224 4316.65705/15/2025 OFFICE EQUIP, FURNISHINGS, IT 2023-08 - PD & PW BUILDING (20 516.00 162332 5/15/2025 100502 SOUTH METRO RENTAL INC 335.40 RENTAL 5585 139402 1520.63945/15/2025 MACHINERY RENTALS PARKS MAINTENANCE 335.40 162333 5/15/2025 100298 SRF CONSULTING GROUP INC 726.04 PROF. SERVICES - ASPEN AVENUE 5586 16955.00-15 4318.63135/15/2025 ENGINEERING SERVICES 2024-02 - ASPEN AVENUE EXTENSI 1,541.45 PROF. SERVICES - PED CROSS STU 5587 17740.00-9 1320.63135/15/2025 ENGINEERING SERVICES STREET MAINTENANCE Page 27 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 21Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162333 5/15/2025 100298 SRF CONSULTING GROUP INC Continued... 7,921.59 DUNMORE GREENWAY DESIGN 5588 12387.00-24 4100.6313 PGREEN5/15/2025 ENGINEERING SERVICES PARK IMPROVEMENT 10,189.08 162334 5/15/2025 102259 STERICYCLE INC 155.84 SHRED IT SERVICES 5590 8010692982 1210.62105/15/2025 OFFICE SUPPLIES POLICE 155.84 162335 5/15/2025 103795 STREICHER'S 39.99 SQUAD BAG FOR ISSAC GRABOW 5591 I1760321 1210.62205/15/2025 OPERATING SUPPLIES POLICE 2,102.67 ISSAC GRABOW'S UNIFORMS/EQUIP 5592 I1759508 1210.61445/15/2025 EMPLOYEE ALLOWANCES POLICE 755.38 VELCRO NAME TAGS FOR MFF GEAR 5593 I1758081 1210.62205/15/2025 OPERATING SUPPLIES POLICE 39.98 ID PATCH FOR JALEN & BRAEDEN 5594 I1756299 1210.61445/15/2025 EMPLOYEE ALLOWANCES POLICE 2,938.02 162336 5/15/2025 103144 STULC, SCOTT 300.00 DJ AT MEMORIAL DAY EVENT 5580 05.26.2025 PAYMENT 1510.63105/15/2025 PROFESSIONAL SERVICES PARK & RECREATION 300.00 DJ FOR ARBOR DAY 5581 05.2025 PAYMENT 1510.6310 000405995/15/2025 PROFESSIONAL SERVICES PARK & RECREATION 600.00 162337 5/15/2025 101856 TACTICAL ADVANTAGE LLC 1,562.50 3 GLOCK FIREARMS 5595 2025-0008 1210.62205/15/2025 OPERATING SUPPLIES POLICE 1,562.50 162338 5/15/2025 106181 TANGEN, GEORGE 300.00 SC DAMGE DEPOSIT REFUND 5415 86514925 1000.2204 000161005/15/2025 P&R - REFUND CLEARING GENERAL FUND BALANCE SHEET 300.00 162339 5/15/2025 106165 TEST GAUGE INC. 442.00 IRRIGATION PARTS 5596 INV1-147377 1520.62205/15/2025 OPERATING SUPPLIES PARKS MAINTENANCE 442.00 162340 5/15/2025 106191 THOMAS, JOANNE 100.00 EXPO PERFORMANCE 5456 1001 2100.63105/15/2025 PROFESSIONAL SERVICES PORT AUTHORITY 100.00 162341 5/15/2025 100127 TKDA ASSOCIATES 1,975.43 TKDA ASSOCIATES 5597 2025002140 4323.63135/15/2025 ENGINEERING SERVICES 2025-02 - 2025 STREET IMPROVEM 1,975.43 Page 28 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 22Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162342 5/15/2025 103811 TWIN CITY HARDWARE Continued... 370.00 DOOR FOBS 5598 PSI2320310 1340.62205/15/2025 OPERATING SUPPLIES GOVERNMENT BUILDINGS 370.00 162343 5/15/2025 103817 UNLIMITED SUPPLIES INC 109.45 WIRE TIES 5599 490243 1320.62245/15/2025 SHOP SUPPLIES STREET MAINTENANCE 593.52 SHOP SUPPLIES 5600 491019 1330.62245/15/2025 SHOP SUPPLIES FLEET MAINTENANCE 235.72 SUPPLIES NUTS AND BOLTS 5601 491212 1520.62205/15/2025 OPERATING SUPPLIES PARKS MAINTENANCE 938.69 162344 5/15/2025 100191 VALLEY-RICH CO INC 994.04 WELL 9 GATE VALVE PACKING 5602 34249 6100.6384 W1095/15/2025 MACHINERY & EQUIPMENT REPAIRS WATER UTILITY 994.04 162345 5/15/2025 103824 VERIZON WIRELESS 13.85 BACK UP DIALER 5603 6111757132A 6100.63215/15/2025 TELEPHONE WATER UTILITY 13.85 BACK UP DIALER 5604 6111757132B 6200.63215/15/2025 TELEPHONE SEWER UTILITY 13.84 BACK UP DIALER 5605 6111757132C 6300.63215/15/2025 TELEPHONE STORM WATER UTILITY .33 BACK UP DIALER 5606 6109263351 6100.63215/15/2025 TELEPHONE WATER UTILITY 41.64 CELLULAR SERVICE 04/23/2025 5607 6111757131A 1180.63215/15/2025 TELEPHONE HUMAN RESOURCES 283.33 CELLULAR SERVICE 04/23/2025 5608 6111757131B 1240.63215/15/2025 TELEPHONE BUILDING INSPECTIONS 74.17 CELLULAR SERVICE 04/23/2025 5609 6111757131C 1340.63215/15/2025 TELEPHONE GOVERNMENT BUILDINGS 33.34 CELLULAR SERVICE 04/23/2025 5610 6111757131D 1310.63215/15/2025 TELEPHONE ENGINEERING 57.44 CELLULAR SERVICE 04/23/2025 5611 6111757131E 1320.63215/15/2025 TELEPHONE STREET MAINTENANCE 202.57 CELLULAR SERVICE 04/23/2025 5612 6111757131F 1510.63215/15/2025 TELEPHONE PARK & RECREATION 282.00 CELLULAR SERVICE 04/23/2025 5613 6111757131G 1520.63215/15/2025 TELEPHONE PARKS MAINTENANCE 168.29 CELLULAR SERVICE 04/23/2025 5614 6111757131H 6100.63215/15/2025 TELEPHONE WATER UTILITY 168.29 CELLULAR SERVICE 04/23/2025 5615 6111757131I 6200.63215/15/2025 TELEPHONE SEWER UTILITY 274.24 CELLULAR SERVICE 04/23/2025 5616 6111757131J 6300.63215/15/2025 TELEPHONE STORM WATER UTILITY 46.64 CELLULAR SERVICE 04/23/2025 5617 6111757131K 1330.63215/15/2025 TELEPHONE FLEET MAINTENANCE 1,673.82 162346 5/15/2025 101538 VERMILLION ELEVATOR INC 990.00 DIRT AND SEED 5618 270017 1520.62265/15/2025 OTHER OPERATING SUPPLIES PARKS MAINTENANCE 990.00 162347 5/15/2025 103179 VIA ACTUARIAL SOLUTIONS 3,300.00 GASB 67/68 FIRE RELIEF 5619 RMF-2025-04 1120.63175/15/2025 OTHER PROFESSIONAL SERVICES GENERAL GOVERNMENT 3,300.00 162348 5/15/2025 103375 WRIGHT-HENNEPIN COOP ELECTRIC Page 29 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 23Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 162348 5/15/2025 103375 WRIGHT-HENNEPIN COOP ELECTRIC Continued... 27.95 FIRE PANEL MONITORING 05/31/20 5620 35032130718 1510.6384 000161005/15/2025 MACHINERY & EQUIPMENT REPAIRS PARK & RECREATION 27.95 162349 5/15/2025 103832 WSB AND ASSOCIATES INC 319.50 DOOLIN HEIGHTS 5621 R-016720-000-28 4620.63135/15/2025 ENGINEERING SERVICES 2020-17 - DOOLIN HEIGHTS 3,177.00 PROJECT MANAGEMENT 5622 R-028593-000-1 4100.6312 PUMORB5/15/2025 ARCHITECT SERVICES PARK IMPROVEMENT 2,504.25 BLOOMFIELD PARK COURT IMPROVEM 5623 R-027966-000-3 4100.6312 PBLOOM5/15/2025 ARCHITECT SERVICES PARK IMPROVEMENT 274.00 ENVIRONMENTAL COMPLIANCE INSPE 5624 R-023450-000-19 4100.6312 PFLINT5/15/2025 ARCHITECT SERVICES PARK IMPROVEMENT 7,015.00 2025 ASST CITY ENGINEER SERV 5625 R-027450-000-2A 1310.63135/15/2025 ENGINEERING SERVICES ENGINEERING 4,845.00 2025 ASST CITY ENGINEER SERV 5626 R-027450-000-2B 1310.41315/15/2025 BUILDING PERMIT REVENUE ENGINEERING 14,096.00 MS4 & MONITORING 2024/2025 5627 R-025921-000-10 6300.63135/15/2025 ENGINEERING SERVICES STORM WATER UTILITY 32,230.75 162350 5/15/2025 103833 XCEL ENERGY 10,804.11 NON METERED STREET LIGHTS 5628 51-6870492-3 04/25 6400.63715/15/2025 ELECTRIC STREET LIGHT UTILITY 135.81 PRV STATION 5629 51-0015012796-4 04/25 6100.6371 WH1015/15/2025 ELECTRIC WATER UTILITY 52.50 AKRON AVE. PEDESTRIAN UNDERPAS 5630 51-0014938599-6 04/25 6400.63715/15/2025 ELECTRIC STREET LIGHT UTILITY 705.67 POLICE & PUBLIC WORKS BLDG 5631 51-0014435615-1 04/25 4316.63715/15/2025 ELECTRIC 2023-08 - PD & PW BUILDING (20 736.53 UMORE LIGHTS & IRRIGATION 5632 51-0519839-2 04/25 1520.63715/15/2025 ELECTRIC PARKS MAINTENANCE 39.16 SIGNAL & STREET LIGHTS 5633 51-8053588-8 04/25 6400.63715/15/2025 ELECTRIC STREET LIGHT UTILITY 1,026.08 RSMT SC-ACTIVITY CENTER 5634 51-0011108910-3 04/25 1510.6371 000161005/15/2025 ELECTRIC PARK & RECREATION 13,499.86 25050601 5/6/2025 100002 MN DEPT OF REVENUE 19,864.07 5135 0501251654493 7020.2131.035/1/2025 STATE WITHHOLDING PAYROLL FUND 19,864.07 25050602 5/6/2025 103759 PUBLIC EMPLOYEE 88,463.33 5128 05012516544915 7020.2132.015/1/2025 PERA WITHHOLDING PAYROLL FUND 88,463.33 25050603 5/6/2025 100001 INTERNAL REVENUE SERVICE 85.68 5121 0430251324491 7020.2131.025/1/2025 FICA/MEDICARE WITHHOLDING PAYROLL FUND Page 30 of 165 5/15/2025ROSEMOUNT 12:42:02R55CKR2LOGIS102V 24Page -Council Check Register by GL Check Register w GL Date & Summary 5/15/20255/3/2025 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 25050603 5/6/2025 100001 INTERNAL REVENUE SERVICE Continued... 43,444.05 5122 0501251654491 7020.2131.015/1/2025 FEDERAL WITHHOLDING PAYROLL FUND 46,989.38 5133 0501251654492 7020.2131.025/1/2025 FICA/MEDICARE WITHHOLDING PAYROLL FUND 90,519.11 25050701 5/7/2025 103031 BPAS-BENEFIT PLANS ADMIN SRVS 45.00 5138 0501251654496 7020.2133.065/1/2025 VEBA CONTRIBUTIONS PAYROLL FUND 45.00 25050702 5/7/2025 103710 MN CHILD SUPPORT 132.90 5124 05012516544911 7020.2136.015/1/2025 CHILD SUPPORT PAYROLL FUND 132.90 25050703 5/7/2025 103741 NATIONWIDE RETIREMENT SOL 6,501.69 5126 05012516544913 7020.2134.035/1/2025 DEFERRED COMPENSATION - NATION PAYROLL FUND 6,501.69 25050704 5/7/2025 103032 WEX HEALTH INC 4,012.18 5139 0501251654497 7020.2133.055/1/2025 HSA CONTRIBUTIONS PAYROLL FUND 4,012.18 25050705 5/7/2025 103741 NATIONWIDE RETIREMENT SOL 6,501.69 5126 05012516544913 7020.2134.035/1/2025 DEFERRED COMPENSATION - NATION PAYROLL FUND 6,501.69 25050706 5/7/2025 100447 MN STATE RETIREMENT SYSTEM 25,530.42 5136 0501251654494 7020.2134.025/1/2025 DEFERRED COMPENSATION - MSRS PAYROLL FUND 25,530.42 25050707 5/7/2025 100447 MN STATE RETIREMENT SYSTEM 25,530.42 5136 0501251654494 7020.2134.025/1/2025 DEFERRED COMPENSATION - MSRS PAYROLL FUND 25,530.42 1,798,250.67 Grand Total Payment Instrument Totals Checks 1,528,050.55 EFT Payments 267,100.81 3,099.31A/P ACH Payment Total Payments 1,798,250.67 Page 31 of 165 CALL TO ORDER/PLEDGE OF ALLEGIANCE ROSEMOUNT CITY COUNCIL REGULAR MEETING PROCEEDINGS MAY 6, 2025 Pursuant to due call and notice thereof, a regular meeting of the Rosemount City Council was held on Tuesday, May 6, 2025, at 7:00 PM. in Rosemount Council Chambers, 2875 145th Street West. Mayor Weisensel called the meeting to order with Councilmembers Freske, Theisen and Klimpel. Councilmember Essler was absent. The Pledge of Allegiance was said. APPROVAL OF AGENDA Motion by Weisensel Second by Theisen Motion to approve the agenda Ayes: 4. Nays: None. Motion Carried. PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS a. Public Service Week Proclamation Logan Martin discussed the public service week events and expressed gratitude for the public servants in the city of Rosemount. The council read the proclamation declaring May 4 through May 10, 2025 as Public Service Recognition week. b. Presentation from the Rosemount Area Arts Council (RAAC) Parks and Recreation Director Dan Schultz introduced the Rosemount Area Arts Council. Tony Sasso the chair of the Rosemount Area Arts Council (RAAC) presented about the beneficial events and services that RAAC provides. He discussed some of the concerts and theater events that RAAC puts on. He also mentioned the classes that they offer and a few of the upcoming events. He expressed gratitude for all their volunteers. Council member Klimpel thanked RAAC for all they do. Council member Theisen commented that it seemed like they were continually growing. Council member Freske asked how residents could find them. Sasso responded that residents can go to their website. Council member Theisen asked if donations were taken through the website. Sasso responded that they do, but they also take donations at all their events. Mayor Weisensel expressed gratitude to RAAC. Page 32 of 165 c. 2025 National Police Week Proclamation Police Chief Mikeal Dahlstrom discussed National Police Week. He talked about the events that will be taking place and the Concerns of Police Survivors conference he will be attending. He discussed the officers killed in the line of duty in Burnsville and acknowledged their names will be in section 17-WT-1 of the memorial wall in Washington D.C. The council read the proclamation establishing May 11 through May 17, 2025 as National Police Week in the City of Rosemount. RESPONSE TO PUBLIC COMMENT None. PUBLIC COMMENT None. CONSENT AGENDA Motion by Weisensel Second by Klimpel Motion to approve consent agenda. Ayes: 4. Nays: None. Motion Carried. a. Bill Listings b. Minutes of the April 15, 2025 Regular Meeting Minutes c. Renewal of Consumption and Display (Set Up) Permit d. Donation Acceptance from Donna and Dale Quamme e. Service Agreement – Rosemount Area Arts Council (R f. Limited Use Permit from MN DOT - Dunmore Greenway g. Approve a Subdivision Agreement for Amber Fields 22nd PUBLIC HEARINGS None. UNFINISHED BUSINESS None. NEW BUSINESS a. Youth Commission Appointments City Administrator Logan Martin acknowledged the interviews they had done recently for the Youth Commission and the appointment of the new youth commissioners. Council member Klimpel brought up positive feelings about seeing the interest of the youth Page 33 of 165 commissioners and their involvement. Mayor Weisensel stated that there will be a legacy tree planting with the old and new commissioners. He listed the youth commissioners, acknowledging their commitment. ANNOUNCEMENTS a. City Staff Updates City Administrator Logan Martin acknowledged the Real Estate Journal awards and noted that the city recently had firms submit their qualifications for consideration to move forward to the proposal level for the updated fire staffing and response model study. Mayor Weisensel noted that the city was nominated for five awards at the Real Estate Journal awards. Council member Klimpel stated that Eric Van Oss won Economic Developer of the Year. Council member Freske noted that the city also won City of the Year for the second year in a row and the award for the Most Significant Investment Sale for the University of Minnesota and Meta transaction. She also acknowledged that the city was a finalist for the Government/Community Facility award for the new Police and Public Works building, as well as the Restaurant/Entertainment award for the Lifetime project. Council member Theisen recognized the staff work behind the scenes of all of the wins. Mayor Weisensel also expressed gratitude towards city staff. b. Upcoming Community Calendar Mayor Weisensel discussed upcoming events. ADJOURNMENT There being no further business to come before the City Council at the regular council meeting and upon a motion by Mayor Weisensel the meeting was adjourned at 7:33 p.m. Respectfully submitted, Liz Kohler Community Development Technician Page 34 of 165 ROSEMOUNT CITY COUNCIL WORK SESSION PROCEEDINGS MAY 6, 2025 CALL TO ORDER Pursuant to due call and notice thereof, a work session meeting of the Rosemount City Council was held on Tuesday, May 6, 2025, at 5:00 PM. in Rosemount Council Chambers, 2875 145th Street West. Mayor Weisensel called the meeting to order with Councilmembers Freske, Theisen and Klimpel. Councilmember Essler was absent. a.FOLLOWING THE CITY COUNCIL REGULAR MEETING: The Council may choose to reconvene the work session after the adjournment of the regular meeting if the business of the work session is unable to be completed in the allotted time. DISCUSSION a.Dakota County Property Tax Discussion Dakota County gave a presentation on assessing and property taxation. Amy Koethe, Dustin Hinrichs, Joel Miller gave an overview on assessing practices and the tax timeline. They also discussed the 2025 sales ratio study comparing county sales to Rosemount sales. They touched on 2025 value changes, new construction, value notices and the appeals process. They presented an overview of the tax base in Rosemount and the tax cycle. Dakota County also walked through the tax phases for an example parcel to help clarify the processes. They discussed tax fund distribution dates and additional collections. b.Trail Pavement Management Program Public Works Director Nick Egger discussed city trail maintenance. WSB and Associates was brought in to review city-owned and operated trails and give an existing condition rating. Egger stated that the city is doing well with keeping up with trail maintenance, but developing a system to continue that is probably necessary. He also explained issues with differing engineering standards for trails. Staff and the Council discussed goals for trail upkeep and how much energy and resources should be allocated to that goal. Parks and Recreation Director Schultz also recommended maintaining the trails consistently and not avoiding that upkeep, so the city doesn't need to catch up with maintenance all at once. Schultz mentioned that trails do get inspected, but the standards should be increased. Council discussed identifying the trails with the heaviest traffic and the importance of looking at this in relation to the entire budget. Egger noted that two to three-year cycles of rating will likely be necessary to ensure the success of maintenance. UPDATES a.Staff Reports Page 35 of 165 Community Development Update Community Development Director Adam Kienberger provided an update on approved planning commission items. Mayor Weisensel adjourned the meeting at 6:51 p.m. to the regular meeting. Mayor Weisensel called the meeting back to order at 7:35 p.m. Kienberger also gave an update on the Speedway property and the Willie McCoy's project that was recommended approval at the last planning commission meeting. Public Works Update Public Works Director Nick Egger discussed the administrative decision to close well seven except for in emergency situations. He mentioned that there will be greater enforcement standards regarding water usage in the summer for watering lawns, now that staff have the capacity. Egger also discussed the reformatted construction updates page on the website. The council identified projects that are in discussion and residents are asking about that are further out. Egger also explained the communications plans to let residents know about it. Mayor Weisensel asked about materials being ready for events later in the month. Egger noted that the Highway 3 roundabout starts construction on June 9, and it is expected that traffic will open back up mid-August. Police Update Dahlstrom mentioned Julie's retirement as well as interviews, other upcoming retirements, and the open house. Parks and Recreation Update Schultz mentioned a possible open house for Central Park and the community center remodel's construction timeline contractually ending in August. He also noted that Cleanup Day was coming up and the Arbor Day event was well attended. Council Update Mayor Weisensel discussed the calendar, including the My Credit Union and First Rosemount Bank ribbon cuttings and the upcoming staff picnic. He also noted the use of the council calendar and that council members should be letting the city clerk know about being gone for long periods of time or missing big events. Council member Freske discussed nominations for the Leprechaun Days parade grand marshal. Mayor Weisensel mentioned that 2026 would be the 250th anniversary of the United States and recommended that the city consider a celebration. Page 36 of 165 ADJOURNMENT There being no further business to come before the City Council at the work session council meeting and upon a motion by Mayor Weisensel the meeting was adjourned at 8:28 p.m. Respectfully submitted, Liz Kohler Community Development Technician Page 37 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: Resolution Approving Modified Assessment Agreement for the Morrison AGENDA SECTION: CONSENT AGENDA PREPARED BY: Eric Van Oss, Economic Development Coordinator AGENDA NO. 6.d. ATTACHMENTS: Resolution , Assessment Agreement APPROVED BY: LJM RECOMMENDED ACTION: Motion to approve the attached resolution BACKGROUND Ron Clark Construction is in the process of selling a portion of the Morrison site (14589 Robert Trail South) for commercial development. The two parcels will need to be replatted and the commercial parcel needs to be removed from the TIF district. The property is subject to the 2020 Assessment Agreement. Once replatted, there will be a revised legal description for the property containing the residential apartments. As such, the Contract for Private Development needs to be amended to reflect the residential portion of the project only. This was approved by the Port at the May 20th meeting. The Council is being asked to approve the amended Assessment Agreement. RECOMMENDATION Motion to approve the attached resolution. Page 38 of 165 COUNTY OF DAKOTA STATE OF MINNESOTA RESOLUTION 2025- XX RESOLUTION APPROVING MODIFIED ASSESSMENT AGREEMENT BE IT RESOLVED by the City Council of the City of Rosemount, Minnesota (the “City”) as follows: Section 1. Background. 1.01. In 2020, the Rosemount Port Authority (the “Authority”) and the city of Rosemount (the “City”) approved a tax increment financing plan and established the KenRose Tax Increment Financing District (the “TIF District”) pursuant to Minnesota Statutes, sections 469.174 through 469.179. 1.02. In connection with the TIF District, the Authority entered into a Contract for Private Development dated July 22, 2020 with The Morrison Partners, LLC (the “Developer”) for a residential and commercial project. 1.03. The Authority and the Developer also entered into an Assessment Agreement dated February 4, 2020 establishing a Minimum Market Value for the residential component of the project. 1.04. The property subject to the 2020 Assessment Agreement is being replated, resulting in a revised legal description for the property containing the residential improvements. 1.05. The parties to the original Assessment Agreement have modified the document to reflect the revised legal description. There are no other changes to the Assessment Agreement. 1.06. Minnesota Statutes, section 469.177, subd. 8 requires approval of a modification of an Assessment Agreement by the city council. 1.07. Because the current estimated market value of the property ($26,798,900) exceeds the Minimum Market Value of $19,320,000 established by the Assessment Agreement, no approvals of the modification by the county or school district are required. Section 2. Modification Approved. 2.01. The May, 2025 modification of the Assessment Agreement to change the legal description of the subject property is hereby approved. 2.02. City staff and consultants are hereby authorized and directed to record the modified Assessment Agreement with a copy of this resolution indicating approval by the City. Page 39 of 165 2 RS230-64-1027358.v2 2.03. City staff and consultants are also hereby authorized and directed to take any and all additional actions necessary or convenient to carry out the intent of this resolution. Section 3. Effective Date. This resolution is effective upon its adoption. ADOPTED this 20th day of May, 2025. Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 40 of 165 RS230-64-1027916.v1 ASSESSMENT AGREEMENT and ASSESSOR’S CERTIFICATION By and among ROSEMOUNT PORT AUTHORITY and THE MORRISON PARTNERS, LLC and COUNTY ASSESSOR FOR DAKOTA COUNTY, MINNESOTA This Document was drafted by: KENNEDY & GRAVEN, Chartered (RHB) 150 South Fifth Street, Suite 700 Minneapolis, MN 55402 (612) 337-9300 Page 41 of 165 1 RS230-64-1027916.v1 THIS ASSESSMENT AGREEMENT, dated as of this ___ day of __________, 2025, by and between the Rosemount Port Authority, a public body corporate and politic under the laws of Minnesota (the “Authority”), and The Morrison Partners, LLC, a Minnesota limited liability company (the “Owner”). WITNESSETH: WHEREAS, on July 22, 2020, the Authority and the Owner entered into a Contract for Private Redevelopment concerning the property legally described on Exhibit A hereto, (the “Redevelopment Property”); and WHEREAS, the Authority and the Owner have entered into the First Amendment to Contract for Private Development. The Contract for Private Development, as modified by the First Amendment to Contract for Private Development, is hereinafter referenced to as the “Agreement”; and WHEREAS, pursuant to the Agreement, the Owner has constructed 124 units of multi- family rental housing on the Redevelopment Property (the “Minimum Improvements”); and WHEREAS, the Authority and the Owner desire to establish a minimum market value for the Redevelopment Property and the Minimum Improvements constructed thereon, pursuant to Minnesota Statutes, section 469.177, Subd. 8; and WHEREAS, the Authority and the County Assessor for Dakota County, Minnesota have reviewed the Minimum Improvements which the Owner has constructed on the Redevelopment Property pursuant to the Agreement. NOW, THEREFORE, the parties to this Assessment Agreement, in consideration of the promises, covenants and agreements made herein and in the Agreement by each to the other, do hereby agree as follows: 1. The Minimum Market Value for the Redevelopment Property with the Minimum Improvements shall be $19,320,000. The parties agree that this Minimum Market Value shall be placed against the Redevelopment Property as of January 2, 2026, for taxes payable beginning in 2027. 2. The Minimum Market Value herein established shall be of no further force and effect and this Assessment Agreement shall terminate on the Termination Date. The Termination Date has the meaning given to it under the Agreement. 3. This Assessment Agreement shall be promptly recorded by the Owner. The Owner shall pay all costs of recording this Assessment Agreement. 4. Neither the preambles nor the provisions of this Assessment Agreement are intended to, nor shall they be construed as, modifying the terms of the Agreement. Unless the Page 42 of 165 2 RS230-64-1027916.v1 context indicates clearly to the contrary, the terms used in this Assessment Agreement shall have the same meaning as the terms used in the Agreement. 5. This Assessment Agreement shall inure to the benefit of and be binding upon the successors and assigns of the parties. 6. Each of the parties has authority to enter into this Assessment Agreement and to take all actions required of it and has taken all actions necessary to authorize the execution and delivery of this Assessment Agreement. 7. In the event any provision of this Assessment Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof. 8. The parties hereto agree that they will, from time to time, execute, acknowledge and deliver, or cause to be executed, acknowledged and delivered, such supplements, amendments and modifications hereto, and such further instruments as may reasonably be required for correcting any inadequate, or incorrect, or amended description of the Redevelopment Property, or for carrying out the expressed intention of this Assessment Agreement. 9. Except as provided in Section 8 hereof, this Assessment Agreement may not be amended nor any of its terms modified except by a writing authorized and executed by all parties hereto. 10. This Assessment Agreement may be simultaneously executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. 11. This Assessment Agreement shall be governed by and construed in accordance with the laws of Minnesota. 12. This Assessment Agreement has been executed by the Parties solely to modify the legal description of the Redevelopment Property and is not intended to modify the Minimum Market Value of the Redevelopment Property with the Minimum Improvements. It replaces and supersedes the Assessment Agreement dated February 4, 2020 by and between the Authority and the Owner. ********* Page 43 of 165 3 RS230-64-1027916.v1 ROSEMOUNT PORT AUTHORITY By: Chair By: Executive Director STATE OF MINNESOTA ) ) ss. COUNTY OF ___________ ) The foregoing instrument as acknowledged before me this ____ day of ____________, 2025, by _____________________ the Chair of the Rosemount Port Authority, a public body corporate and politic under the laws of Minnesota, on behalf of the Authority. ____________________________________ Notary Public STATE OF MINNESOTA ) ) ss. COUNTY OF ___________ ) The foregoing instrument as acknowledged before me this ____ day of ____________, 2025, by _____________________ the Executive Director of the Rosemount Port Authority, a public body corporate and politic under the laws of Minnesota, on behalf of the Authority. ____________________________________ Notary Public Page 44 of 165 4 RS230-64-1027916.v1 OWNER: THE MORRISON PARTNERS, LLC, a Minnesota limited liability company By: Name: J. Michael Waldo Its: President STATE OF MINNESOTA ) ) ss. COUNTY OF ____________ ) The foregoing instrument was executed before me this _____ day of _______________, 2025, by J. Michael Waldo, the President of The Morrison Partners, LLC, a Minnesota limited liability company, on behalf of the limited liability company. ____________________________________ Notary Public Page 45 of 165 5 RS230-64-1027916.v1 CERTIFICATION BY ASSESSOR The undersigned, having reviewed the plans and specifications for the improvements which have been constructed and the market value assigned to the land upon which the improvements were constructed, and being of the opinion that the minimum market value contained in the foregoing Agreement appears reasonable, hereby certify as follows: The undersigned Assessor being legally responsible for the assessment of the described property, hereby certifies that the market value assigned to such land and improvements at 14555 Robert Trail S., legally described on Exhibit A attached hereto, shall be not less than $19,320,000 as of January 2nd, 2026, for taxes payable beginning in 2027, until termination of this Agreement. __________________________________________ County Assessor for Dakota County, Minnesota STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ______ day of __________, 2025, by __________________________, the County Assessor, Dakota County, Minnesota. __________________________________________ Notary Public Page 46 of 165 A-1 RS230-64-1027916.v1 EXHIBIT A TO ASSESSMENT AGREEMENT The Redevelopment Property is legally described as follows: Lot 1, Block 1, The Morrison 2nd Addition, Dakota County, Minnesota Page 47 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: 2024 Interfund Transfers AGENDA SECTION: CONSENT AGENDA PREPARED BY: Teah Malecha, Administrative Services Director AGENDA NO. 6.e. ATTACHMENTS: Transfers 2024 APPROVED BY: LJM RECOMMENDED ACTION: Motion to approve the 2024 interfund transfers. BACKGROUND Each year the City transfers money between funds. Transfers of money occur for various reasons. The following provides a list of examples. •Funding for current projects •Closing completed project funds •Administrative transfers for arena operations •Debt service payment for enterprise fund portions and TIF districts •Funding for the Capital Improvement Plan (CIP) Funds: street, building, and equipment The attached comprehensive schedule details the interfund transfers that occurred during 2024. The transfers are grouped into six color-coded categories. •Purple - Amounts highlighted in purple represent amounts that were included in the 2024 budget and transferred accordingly. •Yellow - The amounts in yellow include various transfers to close project funds for projects that have been completed. The funds are returned to the source that originally financed the project. •Maroon - The maroon amounts include transfers to fund projects which are paid for through the Street CIP Fund, special assessments, and various utility funds. •Green - This amount was transferred to move the revenue to the correct fund. •Blue - The amounts in blue are transfers of excess General Fund revenues. Per the Fund Balance Policy, surpluses exceeding 55 percent of next year's General Fund operating budget will be transferred out to be utilized for other City needs or projects. The estimated balance will be between 50 and 55 percent with these transfers. The excess transfers are to the Insurance, Building Improvement, Equipment Improvement, and Park Improvement funds. The City will end the year with roughly $1,779,000 above the General Fund fund balance policy of 55 percent. The higher than anticipated revenue can be attributed to the record year for permit revenue, construction administration and plan review fees, and the lack of snow fall. After review of the current fund balances, staff is recommending the excess fund balance be transferred to the Insurance, Building Page 48 of 165 Improvement, Equipment Improvement, and Park Improvement funds. The transfers help to minimize the impact to the levy. The Insurance Fund pays for the City's property/casualty and worker's compensation premiums along with claims made throughout the year. The cost of insurance has continued to increase with the majority of the increase being experienced in worker's compensation. This transfer is needed to bring the account into the black for the end of 2024. The Building Improvement Fund fund balance was used to pay the City's share of $673,000 for RCC remodel cost. The transfer is to repay that portion. There is an additional transfer of $357,000 into the Fund for future City Hall renovations. There are currently not any additional funds going into the Building Improvement Fund at this time. The Equipment Improvement Fund transfer is allocated to two new mowers in Public Works and a secure key system for the Fire Department. The Park Improvement Fund transfer will be used to fund a portion of Bonaire Path trail improvements. These transfers have been completed annually as needed. This provides a clear picture to the City Council of the work performed internally. RECOMMENDATION Staff recommends approval of the 2024 interfund transfers. Page 49 of 165 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 BC D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD General Fund Insurance Fund Building Improveme nt Fund Equipment Improvemen t Fund Park Improveme nt Fund Street CIP G.O. Series 2023A G.O. Series 2015A 2015A Bonds Fire Station #1 2024 SIP Aspen Ave Extention Connemara - Akron Roundabout Hwy 3 Roundabout 2025 SIP Scannell Trunk Sewer CSAH 42 - Blaine Ave Connemara - Emerald Isle Water Utility Storm Water Utility Water Core Sewer Core Storm Core Arena 44,807 250,000 1,030,000 99,000 400,000 1,022,014 2,510,176 460,000 175,000 481,151 1,721,892 805,000 75,000 11,500 90,000 158,289 2,311,000 590,103 1,724 1,580 121,513 69,802 40,721 130,000 12,600,274 Fund 1000/101 2375/206 4000/202 4050/207 4100/205 4150/203 3006/382 3402/384 3601/612 4315/484 4317/492 4318/493 4320/427 4322/460 4323/413 4324/628 4504/418 4625/462 6100/601 6300/603 6110/605 6210/606 6310/607 6500/650 Totals Difference 2,375,738 1120/101 - General Fund 250,000 1,030,000 99,000 400,000 451,151 1,724 9,062 4,800 130,000 2,375,738 - 2,065,430 4150/203 - Street CIP 1,457,430 443,000 75,000 90,000 2,065,430 - 460,000 2510/242 - TIF Downtown/Brock 460,000 460,000 - 39,386 3005/332 - G.O. Series 2018A 39,386 39,386 - 103,218 4308/455 - Adalyn Avenue 103,218 103,218 - 8,615 3401/381 - G.O. Series 2008A 8,615 8,615 - 30,000 4050/207 - Equipment CIP 30,000 30,000 - 10,548 4325/630 - 120th St Drainage 10,548 10,548 - 214,783 4501/446 - Bonaire Path 163,058 51,131 594 214,783 - 839,296 4502/411 - Akron Ave Surface 755,738 1,580 61,320 20,658 839,296 - 1,394 4601/435 - Bella Vista 5th 1,394 1,394 - 3,284 4606/419 - Greystone 8th 3,284 3,284 - 48,445 4608/450 - Bella Vista 6th 4,695 43,750 48,445 - 10,396 4609/454 - Caramore Crossing 10,396 10,396 - 2,892 4610/451 - Prestwick Place 17th 2,892 2,892 - 5,470 4611/452 - Prestwick Place 18th 5,470 5,470 - 1,800 4612/453 - Prestwick Place 19th 1,800 1,800 - 15 4613/458 - Prestwick Place 20th 15 15 - 2,392 4614/426 - Bella Vista 7th 2,392 2,392 - 6,747 4615/415 - Meadow Ridge 3rd 6,747 6,747 - 334 4616/417 - Prestwick Place 21st 334 334 - 1,618 4619/402 - Emerald Isle 1,618 1,618 - 14,823 4624/461 - Emerald Isle 2nd 14,823 14,823 - 271 4645/477 - Frana 271 271 - 1,215,037 6100/601 - Water Utility 1,098,350 105,187 11,500 1,215,037 - 2,706,567 6110/605 - Water Trunk 175,000 172,000 18,393 2,311,000 30,174 2,706,567 - 1,164,175 6200/602 - Sewer Utility 1,118,275 45,900 1,164,175 - 272,896 6210/606 - Sewer Trunk 133,000 139,896 272,896 - 358,925 6300/603 - Storm Water Utility 245,550 113,375 358,925 - 632,281 6310/607 - Storm Trunk 57,000 575,281 632,281 - 3,500 6500/650 - Arena 3,500 3,500 - 12,600,274 44,807 250,000 1,030,000 99,000 400,000 1,022,014 2,510,176 460,000 175,000 481,151 1,721,892 805,000 75,000 11,500 90,000 158,289 2,311,000 590,103 1,724 1,580 121,513 69,802 40,721 130,000 12,600,274 - Transfers per original 2024 budget Transfers to close funds. Additional transfers that occurred during the year to fund projects Transfer to reclass revenue Transfer of excess General Fund T R A N S F E R S O U T TRANSFERS IN Page 50 of 165 F6Cell: Teah Malecha:Note: True up G6Cell: Teah Malecha:Note: RCC Remodel H6Cell: Teah Malecha:Note: Mowers $74k + $25k fire I6Cell: Teah Malecha:Note: Bonaire Path W6Cell: Teah Malecha:Note: Interfund transfer for SA 383 Y6Cell: Teah Malecha:Note: Interfund Transfer for SA 383 Z6Cell: Teah Malecha:Note: Interfund transfer for SA 383 O7Cell: Teah Malecha:Note: Part SA advance L8Cell: Teah Malecha:Note: Increase due to closure of Fund 381 - Transfer historically split 381/384 K9Cell: Teah Malecha:Note: To close bond fund J10Cell: Teah Malecha:Note: To close project fund K11Cell: Teah Malecha:Note: To close bond fund AA13Cell: Teah Malecha:Note: To close project fund J14Cell: Teah Malecha:Note: To close project fund Y14Cell: Teah Malecha:Note: To close project fund Z14Cell: Teah Malecha:Note: To close project fund J15Cell: Teah Malecha:Note: To close project fund X15Cell: Teah Malecha:Note: To close project fund Y15Cell: Teah Malecha:Note: To close project fund Z15Cell: Teah Malecha:Note: To close project fund E16Cell: Teah Malecha:Note: To close project fund E17Cell: Teah Malecha:Note: Page 51 of 165 To close project fund E18Cell: Teah Malecha:Note: To lose project fund Z18Cell: Teah Malecha:Note: Bella Vista 6th Removal of Lift Station E19Cell: Teah Malecha:Note: To close project fund E20Cell: Teah Malecha:Note: To close project fund E21Cell: Teah Malecha:Note: To close project fund E22Cell: Teah Malecha:Note: To close project fund E23Cell: Teah Malecha:Note: To close project fund E24Cell: Teah Malecha:Note: To close project fund E25Cell: Teah Malecha:Note: To close project fund E26Cell: Teah Malecha:Note: To close project fund E27Cell: Teah Malecha:Note: To close project fund E29Cell: Teah Malecha:Note: To close project fund K30Cell: Teah Malecha:Note: Transferred 2024 payment plus 2025 payment to meet fund requirements K32Cell: Teah Malecha:Note: Transferred 2024 payment plus 2025 payment to meet fund requirements K34Cell: Teah Malecha:Note: Transferred 2024 payment plus 2025 payment to meet fund requirements Page 52 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: Request by M/I Homes of Minneapolis/St. Paul, LLC for approval of the Akron Ridge Final Plat AGENDA SECTION: CONSENT AGENDA PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.f. ATTACHMENTS: Resolution, Subdivision Agreement, Site Location, Final Plat, Final Plat Narrative, Preliminary Plat, Site Plan, Grading Plan, Sanitary Utility Plan, Storm Sewer Utility Plan, Existing Conditions, Removal Plan, Architectural Renderings APPROVED BY: LJM RECOMMENDED ACTION: Motion to adopt a resolution approving the Akron Ridge Final Plat, subject to the conditions in the attached Resolution. Motion to approve the subdivision agreement for Akron Ridge and authorize the Mayor and City Clerk to enter into the agreement. BACKGROUND Owner: John and Joyce Remkus Applicant: M/I Homes of Minneapolis/St. Paul Site Acres: 10 Acres Residential Lots Created: 58 Townhome Lots Gross Density: 6 Units/Acre Comprehensive Plan Guiding: LDR - Low Density Residential Current Zoning: R-2 - Low to Medium Density Residential The City Council is being asked to consider a request by M/I Homes of Minneapolis/St. Paul for approval of a final plat for Akron Ridge to create 58 townhome lots. The subject property is located at 13040 Akron Avenue which is located directly east of Akron Avenue and approximately a ½ mile north of Bonaire Path. The 10-acre property was previously zoned A-2 Agricultural and currently contains a single-family home built in 1989. Preliminary plat and rezoning applications were submitted to the city for this project back in late 2024, which went forward to the Planning Commission at their January 28th and February 25th regular meetings. The applicant had requested the site be rezoned from A-2 – Agricultural to R-2 – Low to Medium Density Residential to accommodate the townhome development. The Planning Commission approved the rezoning and preliminary plat requests at their February 25, 2025, meeting. The requests then went to the City Council for their review and decision at their March 4, 2025, meeting. The Council approved the rezoning and preliminary plat requests for the Akron Ridge development. Staff is recommending approval of the final plat, subject to conditions listed Page 53 of 165 in the attached resolution. ISSUE ANALYSIS Legal Authority Final Plat approvals are quasi-judicial in nature because the City has a set of standards and requirements for reviewing this type of application. The proposed plat is reviewed against these standards in detail below. Generally, if the final plat meets the ordinance requirements, it must be approved. General Subdivision Design The plat area is located directly east of Akron Avenue and approximately ½ mile north of Bonaire Path and north of the Flint Hills Recreation Complex. The site will be accessed by a single public street that extends east and then south off of Akron Avenue. A private road extends east off a portion of the public street to access the proposed townhomes. There are also three private drives that extend south off of the main private road which will give access to a portion of the townhome units. There are guest parking stalls shown throughout the site, specifically on the southern portion of the main private road. There are two stormwater management areas shown on site, one located on the western side of the site, east of Akron Avenue and adjacent to the public street. The other ponding area is shown to be on the most eastern side of the site, adjacent to the eastern property line and east of the main private drive cul-de-sac. There are 58 townhome units proposed throughout the development area which are shown to be mixed throughout 4-unit and 6-unit townhome buildings. Rezoning and Land Use The site is designated for LDR – Low Density Residential land uses, which typically consists of single- family housing or townhomes with few units per building. The LDR land use designation allows for housing density of up to 6 units per acre. The subject property was previously zoned A-2 – Agricultural, which allowed for 1 unit per 40 acres. The applicant requested the site to be rezoned to R-2 – Low to Medium Density Residential to accommodate the 6 units per acre that is proposed throughout the development. The R-2 zoning district is an allowed secondary zoning district under the LDR – Low Density Residential land use category. The city was supportive of the site being rezoned to R-2 – Low to Medium Density residential as it met the density requirements laid out in the land use designation of the site. The City Council approved the rezoning of the site at their March 4, 2025, meeting. Phasing The applicant provided a phasing schedule that shows development initially occurring on the eastern portion of the site, the most western portion of the site, and the northern portion of the site. The public access road off of Akron Avenue, the main private road, both stormwater ponding areas and 30 townhome units will be a part of the first phase of development. The second phase will consist of the remaining 28 townhome units on the southern end of the site as well as three of the private drive areas. Access and Streets There is one access road shown into the preliminary plat area extending east off of Akron Avenue. This access road is shown to be a public road and extends south up to the southern property line. There is a private road that extends east off of the public street and gives access to the townhomes throughout the site. The private road ends in a cul-de-sac in the eastern portion of the property adjacent to the Page 54 of 165 future storm water ponding area. There are three private drive segments that extend south off of the main private drive road that gives access to the southern townhome units. The public street will be maintained by the developer until development occurs to the south, which then will transition to a publicly maintained road. The city and applicant met with the Dakota County Plat Commission at their January 15, 2025, meeting to discuss the plat. The Plat Commission approved the preliminary and final plat for the site provided that the conditions outlined in the memorandum that was put together by the County be met. One of those conditions is a short right-turn lane will need to be installed with access to the site on Akron Avenue. Parks And Open Space The Parks and Recreation reviewed the plans for the Akron Ridge development during the preliminary plat stage of the project and provided review comments in the attached memorandum. The Parks and Recreation department recommended that an 8-foot-wide trail be benched in on the west side of the development along Akron Avenue. Staff also recommended that the developer provide the city with a payment to cover the cost of installing the trail. Final Plat Standards for reviewing subdivision requests are detailed in Title 12 of the Rosemount City Code. This section of the Code outlines the two-step Preliminary and Final Plat process for land subdivision. The final plat for Akron Ridge includes 58 townhome units throughout 12 buildings. 5 of the buildings will contain 6 units per building and 7 buildings will contain 4 units per building. Additionally, there is a 59th lot identified on the plat which will encompass the remaining open land/stormwater ponding area designated on the eastern end of the site. There is also one outlot shown on the plat called Outlot A, which is shown to be at the southwestern end of the site where additional stormwater ponding will be located. Dedicated roadway of the future public road and main access into the site from Akron Avenue is also shown on the plat. Staff finds the Final Plat is consistent with the Preliminary Plat and meets the requirements of the Zoning Ordinance. RECOMMENDATION Staff is recommending approval of the Akron Ridge Final Plat, subject to conditions listed in the resolution. This recommendation is based on information provided by the applicant and reviewed in this report. Page 55 of 165 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025-XX A RESOLUTION APPROVING THE FINAL PLAT FOR AKRON RIDGE WHEREAS, M/I Homes of Minneapolis/St. Paul, LLC. (Applicant) has submitted an application to the City of Rosemount for a Final Plat concerning property legally described as follows: The South 328.09 feet of the North 394.09 feet of the West Half of the Northeast Quarter of Section 22, Township 115, Range 19, according to the Government Survey thereof, Dakota County, Minnesota. WHEREAS, on May 20, 2025, the City Council of the City of Rosemount reviewed the Final Plat for Akron Ridge. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves the Final Plat for Akron Ridge, subject to the following conditions: A. Execution of a Subdivision Agreement. B. Conformance with all requirements that are outlined by the City Engineer. C. Adherence with all conditions associated with the Akron Ridge Preliminary Plat. D. Compliance with the conditions and standards within the Parks and Recreation Director’s memorandum dated January 21, 2025. E. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the current fee schedule. F. Incorporation of any easements necessary to accommodate drainage, ponding, streets and utilities. G. Payment of trunk area charges in the amount of: 1. Sanitary Sewer Trunk Charge: $1,075/acre 2. Watermain Trunk Charge: $6,500/acre 3. Storm Sewer Trunk Charge: $6,865/acre ADOPTED this 20th day of May 2025, by the City Council of the City of Rosemount. __________________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk Page 56 of 165 1 Akron Ridge Addition May 2025 SUBDIVISION AGREEMENT Akron Ridge Addition AGREEMENT dated this _____ day of ________________________ 2025, by and between the CITY OF ROSEMOUNT, a Minnesota municipal corporation, (the "City"), and M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve the subdivision of land and a plat of land to be known as AKRON RIDGE ADDITION, which land is legally described on ATTACHMENT ONE, attached hereto and hereby made a part hereof (the “Subject Property”). 2. Conditions of Plat Approval. The City has approved the subdivision and the plat on the following conditions: a. Execution of a Subdivision Agreement. b. Adherence with the conditions of the Preliminary Plat and Final Plat approvals. c. Compliance with the conditions and standards within the City Engineer’s Memorandum dated January 10, 2025. d. Compliance with the conditions and standards within the Park and Recreation Director’s memorandum dated January 21, 2025. e. Payment of all applicable fees including GIS, Park Dedication and other fees identified in the current fee schedule. f. Incorporation of any easements necessary to accommodate drainage, ponding, trails, underpasses, conservation areas, streets and utilities. g. Provision of $74,580 for landscaping surety. h. Provision of $165,300 for Fee-In-Lieu of Park Dedication i. Drainage and utility easement with storm sewer infrastructure, except ponding or infiltration areas, may contain fences, but shall be required to include gates to provide truck access; shall prohibit sheds or other accessory structures; and shall prohibit landscaping that would impede drainage. Page 57 of 165 2 Akron Ridge Addition May 2025 j. Albert Avenue shall remain privately maintained (e.g. snow removal, ice control, crack seal, etc.) until such time as it connects to the south as which point it will become a publicly maintained street. 3. Phased Development. The City may refuse to approve final plats of subsequent additions of the plat if the Developer has breached this Agreement and the breach has not been remedied. Development of subsequent phases may not proceed until Subdivision Agreements for such phases are approved by the City. 4. Effect of Subdivision Approval. For two (2) years from the date of this Agreement, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Guide Plan, official controls, platting or dedication requirements enacted after the date of this Agreement. 5. Development Plans. The subject property shall be developed in accordance with the following plans, specifications and contract documents, original copies of which are on file with the City Engineer. The plans and contract documents may be prepared, subject to City approval, after entering this Agreement, but before commencement of any work on the Subject Property. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A – Plat Plan B – Soil Erosion Control Plan and Schedule Plan C – Drainage and Storm Water Runoff Plan Plan D – Plans and Specifications for Public Improvements Plan E – Grading Plan Plan F – Street Lights Plan G – Landscape Improvements All Improvements, including Developer Improvements and City-Installed Public Infrastructure Improvements (if any) that lie within the public right-of-way or easements and are improvements listed in Minnesota Statutes, Section 429.021 (hereinafter Public Improvements) will be designed by the Developer and must be approved by the City Engineer. The Developer will prepare plans and specifications for Public Improvements which shall be approved by the City Engineer. Such approvals shall not be unreasonably withheld and the City shall approve or provide Developer with necessary revision comments within 30 calendar days of Developer submittal of Public Improvement plans and specifications. The City will perform all construction inspection for the Public Improvements, at the Developer’s expense. Page 58 of 165 3 Akron Ridge Addition May 2025 Construction inspection includes but is not limited to inspection, documentation, and monitoring. 6. Installation by Developer. The Developer shall install or cause to be installed and pay for the following (the “Developer Improvements”): a. Surveying and staking b. Surface improvements (paved streets, sidewalks, trails, etc.) c. Water main improvements d. Sanitary sewer improvements e. Storm sewer improvements f. Setting of lot and block monuments g. Gas, electric, telephone, and cable lines h. Site grading i. Landscaping j. Streetlights k. Other items as necessary to complete the development as stipulated herein or in other agreements 7. Time of Performance. The Developer shall install all required improvements, excepting the wear course of pavement, enumerated in Paragraph 6 that will serve the subject property by December 31, 2025, subject to delays due to inclement weather, casualty, labor strikes, material shortages, or other force majeure not within the Developer’s reasonable control. The pavement wear course shall be completed by December 31, 2026. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 8. City-Installed Public Infrastructure. The following improvements (the “City-Installed Public Infrastructure Improvements”) (also referred to as City Project 2024-33), shall be designed, inspected, surveyed and administered by the City, and installed in the Subject Property at Developer expense by a Contractor selected by the City through the public bidding process: a. None 9. [This Section Intentionally Left Blank] 10. Security for Developer Improvements. To guarantee compliance with the terms of this Agreement, payment of the costs of all Developer Improvements, and construction of all Developer Improvements (as noted in Paragraph 6), the Developer shall furnish the City with a cash deposit or irrevocable letter of credit from a local bank (“Security”) in the amount of One Million Five Hundred Thirty-Two Thousand Seven Hundred Twenty-Two Dollars ($1,532,722.00). The amount of the security was calculated as follows: Page 59 of 165 4 Akron Ridge Addition May 2025 Refer to Exhibit A and Exhibit B for an explanation of each item. The bank and form of the letter of credit or other security shall be subject to the approval of the City Administrator. The letter of credit shall be automatically renewable until the City releases the developer from responsibility. The letter of credit shall secure compliance with all terms of this Agreement and all obligations of the Developer under it. The City may draw down on the letter of credit without notice if the obligations of the Developer have not been completed as required by this Agreement. In the event of a default under this Subdivision Agreement by the Developer, the City shall furnish the Developer with written notice by certified mail of Developers default(s) under the terms of this Subdivision Agreement. If the Developer does not remove said default(s) within two (2) weeks of receiving notice, the City may draw on the letter of credit and take such steps as it deems necessary to remedy the default. With City approval, the letter of credit may be reduced from time to time as financial obligations are paid and Developer Improvements and other Developer obligations are completed to the City’s requirements. 11. Grading Plan/Site Grading. Site grading shall be completed by the Developer at its cost and approved by the City Engineer. The completion of grading activities will need to be coordinated by the City in conjunction with the installation of utilities. Developer shall furnish the City Engineer satisfactory proof of payment for the site grading work and shall submit a certificate of survey of the development to the City as the site grading is completed by phase, with street and lot grades. If the installation of utilities by the City is occurring simultaneously with the grading, the utility contractor shall have preference over the grading activities. No substantial grading activities can be completed over installed utilities unless otherwise protected. All improvements to the lots and the final grading shall comply with the grading plan as submitted and shall be the responsibility of the Developer. 12. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City. Such license shall terminate as to all single-family residential lots within the subject property upon acceptance by the City of the public infrastructure improvements. 13. Erosion Control. Prior to site grading, and before any utility construction is commenced or building permits are issued, the erosion control plan, Plan B, shall be implemented, inspected No.Item Cost 110%Calculation 1 Grading and Erosion Control 34,997.00$ 38,497$ $3500/ac x 9.999 acres. Minimum $25,000 2 Pond Restoration and Erosion Control Removal 25,000$ 27,500$ Minimum $25,000 3 Survey Monumentation 29,000$ 31,900$ $500/lot x 58 lots 4 Landscaping 67,800$ 74,580$ Per City Planner (226 trees x $300) 5 Street Lights 45,000$ 49,500$ $7500/light x 6 lights 6 Surface Improvements 336,624$ 420,780$ 125% 7 Water Main Improvements 236,791$ 295,989$ 125% 8 Sanitary Sewer Improvements 218,590$ 273,238$ 125% 9 Storm Sewer Improvements 256,590$ 320,738$ 125% Total 1,250,392$ 1,532,722$ Letter of Credit for Developer Improvements (due with signed agreement) Page 60 of 165 5 Akron Ridge Addition May 2025 and approved by the City. All areas disturbed by the excavation and backfilling operations shall be reseeded within 72 hours after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be rye grass or other fast-growing seed suitable to the existing soil to provide a temporary ground cover as rapidly as possible. All seeded areas shall be mulched and disc-anchored as necessary for seed retention. All basement and/or foundation excavation spoil piles shall be kept completely off City right- of-way and shall be surrounded completely with an approved erosion control silt fence. Approved erosion control fencing shall be installed around the perimeter of each lot or at City-approved locations at the time of building permit issuance and remain in place until the lot is seeded or sodded. A 20-foot opening will be allowed on each lot for construction deliveries. The parties recognize that time is critical in controlling erosion. If development does not comply with the erosion control plan and schedule, or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. This right also applies to the required erosion control for basement and/or foundation excavation spoil piles. The City will attempt to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s or City’s rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay any costs. No development will be allowed, and no building permits will be issued unless the Subject Property is in full compliance with the erosion control requirements. 14. Planting and Seeding. Landscaping shall be in accordance with Landscape Plans approved by the City Planner. 15. Clean up. The Developer shall clean streets of dirt and debris that has resulted from construction work by the Developer, its agents or assignees. The City will inspect the site on a weekly basis and determine whether it is necessary to take additional measures to clean dirt and debris from the streets. Costs for City inspection of onsite erosion and sediment control shall be at the Developer’s expense. After a 24-hour verbal or written notice to the Developer, the City will complete or contract to complete the clean-up at the Developer’s expense in accordance with the procedures specified in Paragraph 13. The Developer shall inspect and, if necessary, clean all catch basins, sumps, and ponding areas of erosion/siltation and restore to the original condition at the end of home construction within this development. All silt fence and other erosion control should be removed following the establishment of turf. These items are to be secured through the letter of credit as is noted in Exhibit A. 16. Ownership of Improvements. Upon completion and City acceptance of the work and construction required by this Agreement, the Public Improvements lying within public rights- of-way and easements shall become City property without further notice or action unless the improvements are specifically identified herein as private infrastructure. 17. Warranty. The Developer warrants all work required to be performed by it against poor material and faulty workmanship for a period of two (2) years after its completion and acceptance by the City or such longer period as is specified in plans and specifications for Public Improvements. Page 61 of 165 6 Akron Ridge Addition May 2025 All trees, grass and sod shall be warranted to be alive, of good quality and disease free for twenty-four (24) months after planting. Vegetation surrounding ponds and/or wetlands shall be warranted to be alive, of good quality and weed free for three (3) years after planting. For each pond/wetland in the development, the developer shall provide to the City Engineer an inspection report by July 31st each year which includes the following: a. Date of inspection. b. Name of person responsible for inspection. c. Photos of the pond/wetland area confirming the vegetation is established as intended. d. Maintenance plan describing the required maintenance activities and tentative schedule. 18. Responsibility for Costs. a. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the Subject Property including, but not limited to, Soil and Water Conservation District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the subdivision and the plat, the preparation of this Agreement and any amendments hereto, and all costs and expenses incurred by the City in monitoring and inspecting the development of the Subject Property. b. The Developer shall reimburse the City for costs incurred in the preparation and enforcement of this Agreement, including engineering and attorney’s fees. Upon request, the City shall provide invoices, in reasonable detail, as to any such fees. The estimated City fees of One Hundred Seventy-Two Thousand Two Hundred Eighty Dollars ($172,280) shall be deposited with the City at the time this Agreement is signed, and represent the following amounts: If the actual City fees exceed this estimate, the Developer shall pay the additional costs to the City within thirty (30) business days of the request. If actual City fees are lower No.Item Cost Estimated Construction Cost 1,048,595$ 1 Engineering Fees 104,860$ 2 Attorney Fees 3,000$ 3 5% City Administrative Fees 52,430$ 4 Street Light Energy Cost 4,320$ 5 GIS Fees 3,480$ 6 Trail Fog Seal 1,442$ 7 Seal Coating 2,749$ Total 172,280$ 6 lights x 24 months x $30/month $60/unit x 58 units $0.35/SF x 4,120 SF $1.70/SY x 1,617 SY Developer's Estimate (Lines 6 - 9 above) 10% of Estimated Construction Cost Estimate 5% of Estimated Construction Cost City Fees (due with signed agreement) Calculation Page 62 of 165 7 Akron Ridge Addition May 2025 than this estimate, any surplus funds will be returned to the developer when the project fund is reconciled and closed. c. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) business days after receipt. If the bills are not paid on time, the City may halt development work and construction including, but not limited to, the issuance of building permits for lots that the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of six percent (6%) per year. d. The Developer shall pay all energy costs for street lights installed within the Subject Property for 24-months at a cost of $30/month/light. After that, the City will assume the energy costs. e. The Developer will pay the cost of sealcoating the public streets within the development at a cost of $1.70/SY. The sealcoating will be completed within three (3) years following wear course placement. f. The Developer will pay the cost of fog sealing the public trails within the development at a cost of $0.35/SF. The fog sealing will be completed within three (3) years following trail installation. 19. Indemnification. The Developer shall hold the City and its officers, agents and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat or subdivision approval and development of the Subject Property, except for any costs or expenses arising from the intentional acts or gross negligence of the City, it’s agents, employees or contractors. The Developer shall indemnify the City and its officers, agents and employees for all costs, damages or expenses that the City may pay or incur in consequence of such claims, including attorney’s fees. 20. Insurance. The Developer agrees to take out and maintain or cause to be taken out and maintained until six months after the City has accepted the Subdivision Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer’s work or the work of its contractors or subcontractors. Liability limits shall not be less than $500,000 when the claim is one for death by wrongful act or omission or for any other claim and $2,000,000 for any number of claims arising out of a single occurrence, and twice said limits when the claim arises out of the release or threatened release of a hazardous substance. The City shall be named as an additional insured on the policy. The certificate of insurance shall provide that the City must be given the same advance written notice of the cancellation of the insurance as is afforded to the Developer. 21. Park and Utility Fees. The Developer agrees to pay fees, charges and assessments set forth in this Section prior to, or at the time of execution of this agreement by the City: a. Park dedication fees in the amount of $165,300 b. Storm Sewer Trunk Area Charges in the amount of $60,577 c. Sanitary Sewer Trunk Area Charges in the amount of $10,749 Page 63 of 165 8 Akron Ridge Addition May 2025 d. Watermain Trunk Area Charges in the amount of $64,994 Or other amounts for such fees as in effect at the time of plat approval. 22. Service Charges. The Developer understands that builders will be required to pay for the Subject Property fees, charges and assessments in effect at the time of issuance of building permits. The rates for each of these items will be set according to the current rate structure at the time the building permit is received. The fees, charges, and assessments in effect as of the date of this agreement are: a. Metropolitan Council Environmental Services Availability Charges per SAC unit (current rate is $2,485). b. Storm Sewer Connection Charges per single family unit and per multiple family unit (single family currently at $770; multi-family currently at $290 per housing unit). c. Sanitary Sewer Availability Charges per SAC unit (currently at $1,200/SAC unit). d. Water Availability Charges per SAC unit (currently at $2,475/SAC unit for single family residential and multi-family residential). 23. Building Permits. No occupancy permits shall be issued until: a. The site grading is completed and approved by the City. b. All public utilities are tested, approved by the City Engineer, and in service. c. All curbing is installed and backfilled. d. The first lift of bituminous is in place and approved by the City. e. All building permit fees are paid in full. f. No early building permits will be issued without prior authorization from the City Building Official. The Developer, in executing this Agreement, assumes all liability and costs for damage or delays incurred by the City in the construction of Public Improvements caused by the Developer, its employees, contractors, subcontractors, material men or agents. No occupancy permits shall be issued until the public streets and utilities referred to in paragraph 6 and 8 are in and approved by the City (excluding the final wear course of bituminous), unless otherwise authorized in writing by the City Engineer. 24. Record Drawings. At project completion, Developer shall submit record drawings of all public and private infrastructure improvements in accordance with the City’s Engineering Guidelines. No securities will be fully released until all record drawings have been submitted and accepted by the City Engineer. 25. Developer’s Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than 48 hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Page 64 of 165 9 Akron Ridge Addition May 2025 court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, draw on the letter of credit or other security described in section 10, or levy the cost in whole or in part as a special assessment against the Subject Property. Developer waives its rights to notice of hearing and hearing on such assessments and its right to appeal such assessments pursuant to Minnesota Statutes, Section 429.081. 26. Miscellaneous. a. The Developer represents to the City that the development of the Subject Property, the subdivision and the plat comply with all city, county, metropolitan, state and federal laws and regulations including, but not limited to: subdivision ordinances, zoning ordinances and environmental regulations. If the City determines that the subdivision, or the plat, or the development of the Subject Property does not comply, the City may, at its option, refuse to allow construction or development work on the Subject Property until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. b. Third parties shall have no recourse against the City under this Agreement. c. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits, including lots sold to third parties. d. If any portion, section, subsection, sentence, clause, paragraph or phase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. e. If building permits are issued prior to the completion and acceptance of Public Improvements, the Developer assumes all liability and costs resulting in delays in completion of Public Improvements and damage to Public Improvements caused by the City, the Developer, its contractors, subcontractors, material men, employees, agents or third parties. f. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City’s failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. g. This Agreement shall run with the land and may be recorded against the title to the subject property. The Developer shall take such steps, including execution of amendments to this Agreement, as are necessary to effect the recording hereof. After the Developer has completed the work required of it under this Agreement, at the Developer’s request, the City will execute and deliver to the Developer a release. h. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to the City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may Page 65 of 165 10 Akron Ridge Addition May 2025 be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. i. The Developer may not assign this Agreement without the written permission of the City Council. j. The Developer acknowledges that the City may issue additional requirements outside of the 2024 General Specifications and Standard Detail Plates for Street and Utility Construction or the 2008 Engineering Guidelines as the City is in the process of updating these documents. The review process may require additional time and expense due to this process, which shall be the Developer’s responsibility. The Developer shall not be billed for the time required for the City to update and approve their revisions to the 2024 General Specifications and Standard Details Plates for Street and Utility Construction or the 2008 Engineering Guidelines. 27. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: M/I Homes of Minneapolis/St. Paul, LLC 5354 Parkdale Drive, Suite 100 St. Louis Park, MN 55416 Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by registered mail in care of the City Administrator at the following address: City Administrator Rosemount City Hall 2875 145th Street West Rosemount, Minnesota 55068 [Remainder of page intentionally left blank.] Page 66 of 165 Signature Page Akron Ridge Addition May 2025 IN WITNESS WHEREOF, the parties have hereunto set their hands the day and year first above written. CITY OF ROSEMOUNT By: Jeffery D. Weisensel, Mayor By: Erin Fasbender, City Clerk STATE OF MINNESOTA ) ) SS COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this _____ day of _____________________ 2025, by Jeffery D. Weisensel, Mayor, and Erin Fasbender, City Clerk, of the City of Rosemount, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public M/I Home of Minneapolis/St. Paul; By: John Rask, Area President STATE OF MINNESOTA ) ) SS COUNTY OF _____________) The foregoing instrument was acknowledged before me this ____ day of ______________________ 2025, by John Rask, the Area President of M/I Homes of Minneapolis/St. Paul, a Delaware limited liability company, on behalf of said corporation. Notary Public Drafted By: City of Rosemount 2875 145th Street West Rosemount, MN 55068 Page 67 of 165 Exhibit A Akron Ridge Addition May 2025 EXHIBIT A The following clarifies the various portions of the letter of credit for Developer Improvements that are outlined in the Subdivision Agreement: Grading & Erosion Control. A restoration and erosion control bond to ensure re-vegetation and erosion control ($3,500/acre). Note: The minimum surety amount is set at $25,000. Pond Restoration/Erosion Control Removal. A security to allow for cleaning of sedimentation ponds prior to City acceptance, and removal of any installed erosion control measures such as silt fence and wood fiber blanket following development of 75 percent of adjoining lots (estimated lump sum). Survey Monumentation. An amount equal to 110% of the cost to monument all lots within the development. Landscaping. An amount equal to 110% of the cost to complete the minimum required landscaping. If additional landscaping is planned, a surety for that cost is not required. Street Lighting. An amount equal to 110% of the cost to complete the minimum required lighting. If additional lighting is planned, a surety for that cost is not required ($7,500 per light has been used to calculate this cost). Page 68 of 165 Exhibit B Akron Ridge Addition May 2025 EXHIBIT B (SUMMARY OF DEVELOPMENT FEES AND LOT AREAS) Page 69 of 165 No.Item Cost 110%Calculation 1 Grading and Erosion Control 34,997.00$ 38,497$ $3500/ac x 9.999 acres. Minimum $25,000 2 Pond Restoration and Erosion Control Removal 25,000$ 27,500$ Minimum $25,000 3 Survey Monumentation 29,000$ 31,900$ $500/lot x 58 lots 4 Landscaping 67,800$ 74,580$ Per City Planner (226 trees x $300) 5 Street Lights 45,000$ 49,500$ $7500/light x 6 lights 6 Surface Improvements 336,624$ 420,780$ 125% 7 Water Main Improvements 236,791$ 295,989$ 125% 8 Sanitary Sewer Improvements 218,590$ 273,238$ 125% 9 Storm Sewer Improvements 256,590$ 320,738$ 125% Total 1,250,392$ 1,532,722$ No.Item Cost Estimated Construction Cost 1,048,595$ 1 Engineering Fees 104,860$ 2 Attorney Fees 3,000$ 3 5% City Administrative Fees 52,430$ 4 Street Light Energy Cost 4,320$ 5 GIS Fees 3,480$ 6 Trail Fog Seal 1,442$ 7 Seal Coating 2,749$ Total 172,280$ No.Item Cost 1 Storm Sewer Trunk Charge 60,577$ 2 Sanitary Sewer Trunk Charge 10,749$ 3 Water Trunk Charge 64,994$ 4 Park Dedication 165,300$ Total 301,619$ $6500/acre x 9.999 acres $1.70/SY x 1,617 SY Development Fees (due before signed plat is released) $2850/unit x 58 units Calculation $6865/net developable acre x 8.824 acres $1075/acre x 9.999 acres 6 lights x 24 months x $30/month $60/unit x 58 units $0.35/SF x 4,120 SF 10% of Estimated Construction Cost Letter of Credit for Developer Improvements (due with signed agreement) City Fees (due with signed agreement) Calculation Developer's Estimate (Lines 6 - 9 above) EXHIBIT B Akron Ridge Addition (Page 1 of 2) Estimate 5% of Estimated Construction Cost Page 70 of 165 Block Lots Units Block Lot Units SQ FT Acres 1 59 58 1 1 1 2,041.90 0.047 1 2 1 1,703.10 0.039 1 3 1 1,703.10 0.039 1 4 1 1,703.10 0.039 1 5 1 1,703.10 0.039 1 6 1 2,041.90 0.047 1 7 1 2,041.90 0.047 1 8 1 1,703.10 0.039 1 9 1 1,703.10 0.039 Total 59 58 1 10 1 1,703.10 0.039 1 11 1 1,703.10 0.039 Total Plat Area = 9.999 acres 1 12 1 2,041.90 0.047 Total Park Area = 0.000 acres 1 13 1 2,041.90 0.047 Future Plat Area = 0.000 acres 1 14 1 1,703.10 0.039 Developable Area * = 9.999 acres 1 15 1 1,703.10 0.039 Ponding to HWL = 1.175 acres 1 16 1 1,703.10 0.039 Net Developable Area = 8.824 acres 1 17 1 1,703.10 0.039 1 18 1 2,041.90 0.047 1 19 1 2,041.90 0.047 * Excludes future plat and park areas (all outlots) 1 20 1 1,703.10 0.039 1 21 1 1,703.10 0.039 1 22 1 1,703.10 0.039 1 23 1 1,703.10 0.039 1 24 1 2,041.90 0.047 1 25 1 2,041.90 0.047 1 26 1 1,703.10 0.039 1 27 1 1,703.10 0.039 1 28 1 1,703.10 0.039 1 29 1 1,703.10 0.039 1 30 1 2,041.90 0.047 1 31 1 2,041.90 0.047 1 32 1 1,703.10 0.039 1 33 1 1,703.10 0.039 1 34 1 2,041.90 0.047 1 35 1 2,041.90 0.047 1 36 1 1,703.10 0.039 1 37 1 1,703.10 0.039 1 38 1 2,041.90 0.047 1 39 1 2,041.90 0.047 1 40 1 1,703.10 0.039 1 41 1 1,703.10 0.039 1 42 1 2,041.90 0.047 1 43 1 2,041.90 0.047 1 44 1 1,703.10 0.039 1 45 1 1,703.10 0.039 1 46 1 2,041.90 0.047 1 47 1 2,041.90 0.047 1 48 1 1,703.10 0.039 1 49 1 1,703.10 0.039 1 50 1 2,041.90 0.047 1 51 1 2,041.90 0.047 1 52 1 1,703.10 0.039 1 53 1 1,703.10 0.039 1 54 1 2,041.90 0.047 1 55 1 2,041.90 0.047 1 56 1 1,703.10 0.039 1 57 1 1,703.10 0.039 1 58 1 2,041.90 0.047 1 59 0 279,635.78 6.420 Outlot A 9,842.36 0.226 Public R/W City 14,549.42 0.334 Public R/W County 24,607.04 0.565 Total Boundary 435,545.60 9.999 EXHIBIT B Akron Ridge Addition (Page 2 of 2) TOTALS Page 71 of 165 Attachment 1 Akron Ridge Addition May 2025 ATTACHMENT ONE Akron Ridge Addition Final Plat Page 72 of 165 AKRON RIDGE CITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTA This plat was approved by the City Council of ROSEMOUNT, Minnesota, this _________ day of _____________________, 20 ____ and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. By:___________________________________________________________________ Mayor Clerk COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _________ day of _____________________, 20 ____. _________________________________ Todd B. Tollefson Dakota County Surveyor COUNTY BOARD OF COMMISSIONERS, COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on the _________ day of _____________________, 20 ____, the Board of Commissioners of Dakota County, Minnesota, approved this plat of AKRON RIDGE and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2, and pursuant to the Dakota County Contiguous Plat Ordinance. By: ________________________________ Chair, County Board Attest:_____________________________ County Treasurer - Auditor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _________ day of _____________________, 20 ____. ________________________________________, Director Amy A. Koethe, Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of AKRON RIDGE was filed in the office of the County Recorder for public record on this _________ day of _____________________, 20 ____, at ___ o'clock ___.M. and was duly filed in Book_________________ of Plats, Page______________________ , as Document Number _______________________ . ______________________________________ Amy A. Koethe, County Recorder KNOW ALL PERSONS BY THESE PRESENTS: That M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, owner of the following described property: The South 328.09 feet of the North 394.09 feet of the West Half of the Northeast Quarter of Section 22, Township 115, Range 19, according to the Government Survey thereof, Dakota County, Minnesota. Has caused the same to be surveyed and platted as AKRON RIDGE and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this _________ day of _____________________, 20 ____. Signed: M/I Homes of Minneapolis/St. Paul, LLC by ___________________________________________ Susan E. Krohne, Manager STATE OF ______________________ COUNTY OF ____________________ This instrument was acknowledged before me on _________ day of _____________________, 20 ____, by Susan E. Krohne, Manager of M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, on behalf of the limited liability company. ________________________________________ Signature ________________________________________ Printed Name Notary Public, ___________County, ________________ My Commission Expires _________________ SURVEYORS CERTIFICATE I Daniel Ekrem do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ___________ day of _____________________ , 20 ____. _________________________________________ Daniel Ekrem, Licensed Land Surveyor Minnesota License No. 57366 STATE OF MINNESOTA COUNTY OF _____________________ This instrument was acknowledged before me on ___________ day of _____________________ , 20 ____, by Daniel Ekrem. ________________________________________ Signature ________________________________________ Printed Name Notary Public, ___________County, Minnesota My Commission Expires__________________ OFFICIAL PLAT Page 73 of 165 159 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 35 36 37 38 43 44 45 46 51 52 53 54 31 32 33 34 39 40 41 42 47 48 49 50 55 56 57 58 OU T L O T A AL B E R T N89°48'25"E 155.66 S89°48'25"W 155.66 29.17 29.1724.3324.3324.3324.33 C. S . A . H . N O . 7 3 ( A K R O N A V E ) AV E N U E S0 0 ° 0 5 ' 0 5 " W 3 2 8 . 0 9 N0 0 ° 0 7 ' 3 9 " E 3 2 8 . 1 0 S89°48'25"W 1327.64 S0 0 ° 0 5 ' 0 5 " W 3 2 8 . 0 9 S89°48'25"W 1327.40 75.00 1252.64 S0 0 ° 1 1 ' 3 5 " E 1 0 3 . 5 9 N89°48'25"E 44.65 R = 60 . 0 0 L = 94 . 2 5 Δ = 9 0 °0 0 ' 0 0 " 13 4 . 5 0 30 . 0 0 30 . 0 0 13 3 . 5 9 75.00 75.45 30.00 30.00 792.00 L = 1 4 1 . 3 7 Δ = 9 0° 0 0 ' 0 0 " L=47.12 =90°00'00" 44.51 44.80 10 3 . 5 9 10 3 . 5 9 N89°48'25"E 155.66N89°48'25"E 155.66N89°48'25"E 155.66N89°48'25"E 155.66 S89°48'25"W 155.66 S89°48'25"W 155.66 S89°48'25"W 155.66 S89°48'25"W 155.66 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 S0 0 ° 1 1 ' 3 5 " E 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 S0 0 ° 1 1 ' 3 5 " E 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 S0 0 ° 1 1 ' 3 5 " E 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 S0 0 ° 1 1 ' 3 5 " E 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 S89°48'25"W 70.00 29.17 24.33 24.33 24.33 24.33 29.17 29.17 24.33 24.33 24.33 24.33 29.17 29.17 24.33 24.33 24.33 24.33 29.17 29.17 24.33 24.33 24.33 24.33 29.17 29.17 24.33 24.33 24.33 24.33 29.17 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29.1724.3324.3324.3324.3329.1729.1724.3324.3324.3324.3329.1729.1724.3324.3324.3324.3329.1729.1724.3324.3324.3324.3329.17 324.95 S0 0 ° 1 1 ' 3 5 " E 49 . 5 9 S89°48'25"W 54.00 S89°48'25"W 40.00 S89°48'25"W 54.00 S89°48'25"W 40.00 S89°48'25"W 54.00 S58° 1 3 ' 3 3 " W 46.9 5 S38°28'00"W 32.02 N 0 4 ° 1 5 ' 2 6 " W 5 7 . 1 4 N6 2 ° 0 8 ' 2 3 " W 94. 6 2 S76°26'19 " W 86.50 N89°48'25"E 15.00 N89°48'25"E 15.00 N89°48'25"E 15.00 N89°48'25"E 15.00 N 3 2 ° 1 5 ' 3 5 " W 6 7 . 2 6 N 2 5 ° 0 1 ' 1 1 " W 6 2 . 8 0 N2 0 ° 5 3 ' 0 8 " E 61 . 0 9 N1 0 ° 2 6 ' 0 5 " E 83 . 0 1 159 159 159 159 159 AKRON RIDGE OFFICIAL PLAT Page 74 of 165 Page 75 of 165 AKRON RIDGE CITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTA This plat was approved by the City Council of ROSEMOUNT, Minnesota, this _________ day of _____________________, 20 ____ and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. By:___________________________________________________________________ Mayor Clerk COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _________ day of _____________________, 20 ____. _________________________________ Todd B. Tollefson Dakota County Surveyor COUNTY BOARD OF COMMISSIONERS, COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on the _________ day of _____________________, 20 ____, the Board of Commissioners of Dakota County, Minnesota, approved this plat of AKRON RIDGE and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2, and pursuant to the Dakota County Contiguous Plat Ordinance. By: ________________________________ Chair, County Board Attest:_____________________________ County Treasurer - Auditor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _________ day of _____________________, 20 ____. ________________________________________, Director Amy A. Koethe, Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of AKRON RIDGE was filed in the office of the County Recorder for public record on this _________ day of _____________________, 20 ____, at ___ o'clock ___.M. and was duly filed in Book_________________ of Plats, Page______________________ , as Document Number _______________________ . ______________________________________ Amy A. Koethe, County Recorder KNOW ALL PERSONS BY THESE PRESENTS: That M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, owner of the following described property: The South 328.09 feet of the North 394.09 feet of the West Half of the Northeast Quarter of Section 22, Township 115, Range 19, according to the Government Survey thereof, Dakota County, Minnesota. Has caused the same to be surveyed and platted as AKRON RIDGE and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officer this _________ day of _____________________, 20 ____. Signed: M/I Homes of Minneapolis/St. Paul, LLC by ___________________________________________ Susan E. Krohne, Manager STATE OF ______________________ COUNTY OF ____________________ This instrument was acknowledged before me on _________ day of _____________________, 20 ____, by Susan E. Krohne, Manager of M/I Homes of Minneapolis/St. Paul, LLC, a Delaware limited liability company, on behalf of the limited liability company. ________________________________________ Signature ________________________________________ Printed Name Notary Public, ___________County, ________________ My Commission Expires _________________ SURVEYORS CERTIFICATE I Daniel Ekrem do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ___________ day of _____________________ , 20 ____. _________________________________________ Daniel Ekrem, Licensed Land Surveyor Minnesota License No. 57366 STATE OF MINNESOTA COUNTY OF _____________________ This instrument was acknowledged before me on ___________ day of _____________________ , 20 ____, by Daniel Ekrem. ________________________________________ Signature ________________________________________ Printed Name Notary Public, ___________County, Minnesota My Commission Expires__________________ OFFICIAL PLAT Page 76 of 165 159 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 35 36 37 38 43 44 45 46 51 52 53 54 31 32 33 34 39 40 41 42 47 48 49 50 55 56 57 58 OU T L O T A AL B E R T N89°48'25"E 155.66 S89°48'25"W 155.66 29.17 29.1724.3324.3324.3324.33 C. S . A . H . N O . 7 3 ( A K R O N A V E ) AV E N U E S0 0 ° 0 5 ' 0 5 " W 3 2 8 . 0 9 N0 0 ° 0 7 ' 3 9 " E 3 2 8 . 1 0 S89°48'25"W 1327.64 S0 0 ° 0 5 ' 0 5 " W 3 2 8 . 0 9 S89°48'25"W 1327.40 75.00 1252.64 S0 0 ° 1 1 ' 3 5 " E 1 0 3 . 5 9 N89°48'25"E 44.65 R = 60 . 0 0 L = 94 . 2 5 Δ = 9 0 °0 0 ' 0 0 " 13 4 . 5 0 30 . 0 0 30 . 0 0 13 3 . 5 9 75.00 75.45 30.00 30.00 792.00 L = 1 4 1 . 3 7 Δ = 9 0° 0 0 ' 0 0 " L=47.12 =90°00'00" 44.51 44.80 10 3 . 5 9 10 3 . 5 9 N89°48'25"E 155.66N89°48'25"E 155.66N89°48'25"E 155.66N89°48'25"E 155.66 S89°48'25"W 155.66 S89°48'25"W 155.66 S89°48'25"W 155.66 S89°48'25"W 155.66 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 1 0 7 . 0 0 N0 0 ° 1 1 ' 3 5 " W 1 0 7 . 0 0 S0 0 ° 1 1 ' 3 5 " E 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 S0 0 ° 1 1 ' 3 5 " E 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 S0 0 ° 1 1 ' 3 5 " E 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 S0 0 ° 1 1 ' 3 5 " E 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 S0 0 ° 1 1 ' 3 5 " E 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N0 0 ° 1 1 ' 3 5 " W 7 0 . 0 0 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 S89°48'25"W 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 N89°48'25"E 70.00 S89°48'25"W 70.00 29.17 24.33 24.33 24.33 24.33 29.17 29.17 24.33 24.33 24.33 24.33 29.17 29.17 24.33 24.33 24.33 24.33 29.17 29.17 24.33 24.33 24.33 24.33 29.17 29.17 24.33 24.33 24.33 24.33 29.17 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29 . 1 7 24 . 3 3 24 . 3 3 29 . 1 7 29.1724.3324.3324.3324.3329.1729.1724.3324.3324.3324.3329.1729.1724.3324.3324.3324.3329.1729.1724.3324.3324.3324.3329.17 324.95 S0 0 ° 1 1 ' 3 5 " E 49 . 5 9 S89°48'25"W 54.00 S89°48'25"W 40.00 S89°48'25"W 54.00 S89°48'25"W 40.00 S89°48'25"W 54.00 S58° 1 3 ' 3 3 " W 46.9 5 S38°28'00"W 32.02 N 0 4 ° 1 5 ' 2 6 " W 5 7 . 1 4 N6 2 ° 0 8 ' 2 3 " W 94. 6 2 S76°26'19 " W 86.50 N89°48'25"E 15.00 N89°48'25"E 15.00 N89°48'25"E 15.00 N89°48'25"E 15.00 N 3 2 ° 1 5 ' 3 5 " W 6 7 . 2 6 N 2 5 ° 0 1 ' 1 1 " W 6 2 . 8 0 N2 0 ° 5 3 ' 0 8 " E 61 . 0 9 N1 0 ° 2 6 ' 0 5 " E 83 . 0 1 159 159 159 159 159 AKRON RIDGE OFFICIAL PLAT Page 77 of 165 AKRON RIDGE FINAL PLAT SUBMITTAL Page 78 of 165 Akron Ridge Final Plat Page 1 INTRODUCTION M/I Homes of Minneapolis/St. Paul, LLC is submitting application for the final plat for Akron Ridge. This will be the first and only addition and will include 58 townhome lots. ABOUT M/I HOMES M/I Homes has been in business for over 40 years and has built over 140,000 homes in 17 markets within the United States. They entered the Twin Cities Market in 2015 by purchasing Hans Hagen Homes. Hans Hagen Homes was founded over 50 years ago and was one of the largest and oldest home builders in the Minneapolis market. DEVELOPMENT STANDARDS Development standards approved with the Preliminary Plat. TOWNHOME INFORMATION We plan to include a two-story townhome product within this development that we feel will be a good fit with the surrounding neighborhood. The Carriage Collection offers a range of design features and options and ranges in size from 1,506 square feet to 1,772 square feet with 3 beds and 2.5 bathrooms, a covered entry, and patio in the rear. RESTRICTIVE COVENANTS The townhomes will have an HOA that will provide for the maintenance of the overall common elements in the community, including landscaping and irrigation of the common areas, snow removal from sidewalks and private streets, and exterior maintenance. The HOA will also provide for restrictions on outdoor storage, parking (no boats, campers, or trailers) in order to keep the community looking orderly and well maintained. We are proposing that the city maintain the stormwater management. Page 79 of 165 SITE PROJECT LOCATION DAKOTA COUNTY SITE MINNESOTA AKRON RIDGE CITY OF ROSEMOUNT SIT E RESIDENTIAL DEVELOPMENT PROJECT ROSEMOUNT, MN CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: SITE Page 80 of 165 Now or Formerly: Now or Formerly: Now or Formerly: | | | | | | | | | | 1 1 1 1 LEGEND:SURVEY DATATYPICAL LOT DIMENSION LAYOUT EXISTING ZONING SITE DATA EXISTING LEGAL DESCRIPTION PROPOSED UNITS / DENSITY PROPOSED PHASE SCHEDULE CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: PROPOSED ZONING KEY NOTES: VISITOR PARKING Page 81 of 165 | | | | | | | | | | | | | | | | | | | | 1 1 1 1 LEGEND:SURVEY DATA GENERAL GRADING NOTES: CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: Page 82 of 165 | | | | | | | | | | | | | | | | | | | | 1 1 1 1 LEGEND: CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: SURVEY DATA Page 83 of 165 | | | | | | | | | | | | | | | | | | | | | | | | 1 1 1 1 LEGEND:GENERAL UTILITY NOTES:SANITARY AND WATER UTILITY NOTES: CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: SURVEY DATA Page 84 of 165 | | | | | | | | | | | | | | | | | | | | | | | | 1 1 1 1 LEGEND:GENERAL UTILITY NOTES STORM SEWER UTILITY NOTES: CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: SURVEY DATA Page 85 of 165 | | | | | | | | | | | | | | | | | | | | 1 1 1 1 SWPPP NARRATIVE POLLUTION PREVENTION NOTES EROSION CONTROL NOTES EROSION CONTROL INSTALLATION SCHEDULE EROSION CONTROL MAINTENANCE SCHEDULE VEGETATION GROUND COVER SCHEDULE RESPONSIBLE PARTY Owner: Contractor: Manager: EROSION CONTROL QUANTITIES: DESIGN CALCULATIONS SWPPP Designer: LEGEND: EXISTING LEGAL DESCRIPTION LOCATION OF SWPPP REQUIREMENTS IN PLANS SURVEY DATA CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: SITE DATA Page 86 of 165 X X X X X X X X X X X X X X X X XXX X X X X X X X X XXXXXXXXX Now or Formerly: Now or Formerly: Now Now or Formerly: 2. 1 | | | | | | | | | | LEGEND: DEMOLITION NOTES CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: SURVEY DATA EXISTING LEGAL DESCRIPTION Page 87 of 165 HORIZ: 1"=50' VERT: 1"=5' CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: Page 88 of 165 HORIZ: 1"=50' VERT: 1"=5' CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: Page 89 of 165 CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: Page 90 of 165 CONCRETE PAVEMENT - LIGHT DUTY CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: BITUMINOUS PAVEMENT BITUMINOUS PAVEMENT BITUMINOUS PAVEMENT BITUMINOUS PAVEMENT BITUMINOUS PAVEMENT Page 91 of 165 CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: Page 92 of 165 CI V I L E N G I N E E R I N G SI T E D E S I G N PO Box 302 Excelsior, MN 55331 Jason Palmby 612-220-6641 jason@palmby.com Magellan Land Development INDEX OF CIVIL SITE DRAWINGS: BASIN OUTLET CONTROL STRUCTURE (OCS-1) INFILTRATION BASIN GENERAL NOTES: Page 93 of 165 Square Feet: 1,504 Bedrooms: 3 Full Baths: 2 Half Baths: 1 Garages: 2 Stories: 2 Madison Elevation Unit 2 Elevation Unit 3 Elevation 4 Units Page 94 of 165 Be c a u s e w e a r e c o n s t a n t l y i m p r o v i n g o u r p r o d u c t , w e r e s e r v e t h e r i g h t t o r e v i s e , c h a n g e , a n d / o r s u b s t i t u t e p r o d u c t f e a t u r e s , d i m e n s i o n s , s p e c i f i c a t i o n s , a r c h i t e c t u r a l d e t a i l s , a n d d e s i g n s w i t h o u t n o t i c e . In a d d i t i o n , o p t i o n s s h o w n m a y n o t b e a v a i l a b l e i n a l l c o m m u n i t i e s . T h i s b r o c h u r e i s f o r i l l u s t r a t i o n p u r p o s e s o n l y a n d i s n o t p a r t o f a l e g a l c o n t r a c t . P r i c e s a r e s u b j e c t t o c h a n g e w i t h o u t n o t i c e . R o o m di m e n s i o n s a r e a p p r o x i m a t e a n d c a l c u l a t e d f r o m i n s i d e o f p a r t i t i o n . P l e a s e s e e a N e w H o m e C o n s u l t a n t f o r d e t a i l s . P r i n t e d 0 8 - 2 3 . Page 95 of 165 Square Feet: 1,667 Bedrooms: 3 Full Baths: 2 Half Baths: 1 Garages: 2 Stories: 2 Bayfield Elevation Unit 1 Elevation Unit 4 Elevation 4 Units Page 96 of 165 Be c a u s e w e a r e c o n s t a n t l y i m p r o v i n g o u r p r o d u c t , w e r e s e r v e t h e r i g h t t o r e v i s e , c h a n g e , a n d / o r s u b s t i t u t e p r o d u c t f e a t u r e s , d i m e n s i o n s , s p e c i f i c a t i o n s , a r c h i t e c t u r a l d e t a i l s , a n d d e s i g n s w i t h o u t n o t i c e . In a d d i t i o n , o p t i o n s s h o w n m a y n o t b e a v a i l a b l e i n a l l c o m m u n i t i e s . T h i s b r o c h u r e i s f o r i l l u s t r a t i o n p u r p o s e s o n l y a n d i s n o t p a r t o f a l e g a l c o n t r a c t . P r i c e s a r e s u b j e c t t o c h a n g e w i t h o u t n o t i c e . R o o m di m e n s i o n s a r e a p p r o x i m a t e a n d c a l c u l a t e d f r o m i n s i d e o f p a r t i t i o n . P l e a s e s e e a N e w H o m e C o n s u l t a n t f o r d e t a i l s . P r i n t e d 0 2 - 2 4 . Page 97 of 165 Square Feet: 1,506 Bedrooms: 3 Full Baths: 2 Half Baths: 1 Garages: 2 Stories: 2 Ashland Elevation Unit 1 Elevation Unit 4 Elevation 4 Units Page 98 of 165 Be c a u s e w e a r e c o n s t a n t l y i m p r o v i n g o u r p r o d u c t , w e r e s e r v e t h e r i g h t t o r e v i s e , c h a n g e , a n d / o r s u b s t i t u t e p r o d u c t f e a t u r e s , d i m e n s i o n s , s p e c i f i c a t i o n s , a r c h i t e c t u r a l d e t a i l s , a n d d e s i g n s w i t h o u t n o t i c e . In a d d i t i o n , o p t i o n s s h o w n m a y n o t b e a v a i l a b l e i n a l l c o m m u n i t i e s . T h i s b r o c h u r e i s f o r i l l u s t r a t i o n p u r p o s e s o n l y a n d i s n o t p a r t o f a l e g a l c o n t r a c t . P r i c e s a r e s u b j e c t t o c h a n g e w i t h o u t n o t i c e . R o o m di m e n s i o n s a r e a p p r o x i m a t e a n d c a l c u l a t e d f r o m i n s i d e o f p a r t i t i o n . P l e a s e s e e a N e w H o m e C o n s u l t a n t f o r d e t a i l s . P r i n t e d 0 8 - 2 3 . Page 99 of 165 Square Feet: 1,722 Bedrooms: 3 Full Baths: 2 Half Baths: 1 Garages: 2 Stories: 2 Hayward Elevation Unit 2 Elevation Unit 3 Elevation 4 Units Page 100 of 165 Be c a u s e w e a r e c o n s t a n t l y i m p r o v i n g o u r p r o d u c t , w e r e s e r v e t h e r i g h t t o r e v i s e , c h a n g e , a n d / o r s u b s t i t u t e p r o d u c t f e a t u r e s , d i m e n s i o n s , s p e c i f i c a t i o n s , a r c h i t e c t u r a l d e t a i l s , a n d d e s i g n s w i t h o u t n o t i c e . In a d d i t i o n , o p t i o n s s h o w n m a y n o t b e a v a i l a b l e i n a l l c o m m u n i t i e s . T h i s b r o c h u r e i s f o r i l l u s t r a t i o n p u r p o s e s o n l y a n d i s n o t p a r t o f a l e g a l c o n t r a c t . P r i c e s a r e s u b j e c t t o c h a n g e w i t h o u t n o t i c e . R o o m di m e n s i o n s a r e a p p r o x i m a t e a n d c a l c u l a t e d f r o m i n s i d e o f p a r t i t i o n . P l e a s e s e e a N e w H o m e C o n s u l t a n t f o r d e t a i l s . P r i n t e d 0 2 - 2 4 . Page 101 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: Approval of amendments to the Port Authority Bylaws AGENDA SECTION: CONSENT AGENDA PREPARED BY: Adam Kienberger, Community Development Director AGENDA NO. 6.g. ATTACHMENTS: Port Authority Bylaws - 2025 Redlines, Port Authority Bylaws - May 2025 Clean APPROVED BY: LJM RECOMMENDED ACTION: Motion to approve the amended Rosemount Port Authority bylaws as attached. BACKGROUND As part of the Port Authority's annual organizational meeting in April, staff presented a series of recommended changes to the bylaws to both align with current practices, and more accurately reflect and clarify organizational roles within the commission. Per Article XIII (Amendments to Bylaws) of the Port Authority Bylaws, the attached redlined document was sent to the Port Authority on May 6 to fulfill the two-week notice requirement to amend the bylaws. It is occasionally good practice to review the bylaws of the Port and determine if any changes are necessary. The Port has not done a comprehensive review of these materials nor made any changes in recent memory. This is typically an indication of a well-functioning organization that is generally seen as operating efficiently and conducting their business in an ethical manner. From what staff was able to find, the Port Authority bylaws were last amended in 2014 to provide minor text changes regarding date of their annual meeting (April), and an additional provision to add or remove meetings from their schedule. Both a relined version and clean version of the newly-amended bylaws are attached. Changes include revising the roles within the Administrative Structure, clarifying language within Meetings of the Port Authority (time and place of meetings), and proposed changes to the Order of Business to better align with current practices. These changes were considered by the Port Authority at their regular meeting on May 20, 2025. RECOMMENDATION Approve the attached amendments to the Rosemount Port Authority bylaws. Page 102 of 165 BYLAWS OF ROSEMOUNT PORT AUTHORITY A DEVELOPMENT AGENCY Article I. Established There i s hereby created by the City Council of the City of Rosemount, in accordance with Minnesota Statutes, 469.0813 and City of Rosemount Enabling Resolution No. 1991-53, the Rosemount Port Authority, a Deve lopment Agency. Article II. Purpose The purpose of the Port Authority, a Development Agency, is to carry out economic development and redevelopment within the City by acting as the development authority for the City on behalf of the City's interest in continued new job development and increased tax base. Article III. Port Authority Members The Port Authority Commission shall consist of seven (7) members appointed in accordance with the provisions of Enabling Resolution 1991-53, Section 6. Article IV. Seal of Port Authority The seal of the Port Authority shall be in the form of a circle and shall bear the name of the Port Authority, the year established and contain the logo of the City of Rosemount. Article V. Section l. Officers Chairperson. The Chairperson shall preside at all meetings and shall have the duties and powers usually attendant upon such officer. T he Chairperson shall be elected by the Commission members at the annual meeting. Section 2. Section 3. Vice C hairperson. The Vice Chairperson shall, in the absence or di sability of the Chairperson, exercise all the powers and perform the duties of the Chairperson. The Vice Chairperson shall be elected by the Commission members at the annual meeting. Exec utive Secretary. The City Clerk shall act as Executive Secretary to the Port Authority and shall keep a record of all proceedings of Commission meetings. The Secretary shall also give notice of all meetings of the Commission and shall perform such other duties as prescribed by the Commission. Page 103 of 165 Section 4. Treasurer. The Treasurer shall receive and be responsible for all monies from whatever source derived and the same shall be deemed public funds. Monies shall be disbursed only on checks signed by the Executive Director or the City Finance Director. The Port Authority Treasurer, when the Chairperson and Vice Chairperson are absent, shall be responsible for chairing the meeting. The City Finance Director will serve as the Port Authority Assistant Treasurer and be responsible for accounting, investment, fund maintenance and disbursement consistent with the city procedures under the direction and control of the Commissioners. Other accounting procedures shall be in accordance with Minn. Stat. 469.049, et seq. and Enabling Resolution No. 1991-53. Article VI. Administrative Structure Section l. Section 2. Executive Director. The Port Authority shall employ an Executive Director who shall have general supervision over the administration of its business and affairs, subject to the direction of the Port Authority. He/she shall be charged with the management of the development projects of the Port Authority. This person will be the City AdministratorCommunity Development Director of the City of Rosemount. Assistant Director. The Port Authority may employ an Assistant Director who shall assist the Executive Director in the administration of its business and affairs of the Port Authority. The Assistant Director shall have the responsibility to coordinate meetings with public and private developers, pursuant to development/redevelopment projects and general business of the Port Authority. The Assistant Director shall also be responsible for reviewing and updating the Redevelopment Plan and written reviews of all development proposa ls which come before the Port Authority. Said reviews and other memorandums shall be directed to the Port Authority through an Executive Director. The Assistant Director shall sit at regular or special meetings of the Port Authority in absence of the Executive Director, and shall attend other meetings as requested by the Port Authority or Executive Director. Section 3. Additional Personnel. The Port Authority may from time to tome employ such personnel as it deems necessary to exercise its powers, duties and functions as prescribed by law. Page 104 of 165 Article VII. Meetings of the Port Authoritv Section 1. Meeting Place. The meetings shall be at such a place in Rosemount, Minnesota, as the Commissioners shall from time to time designate. All meetings, except otherwise authorized or provided by law, shall be open to the public. The Chairperson may change the meeting place by giving five three (53) days written notice to Commission members. Section 2. Time of Meetings. A. Regular Meetings. Regular meetings shall be held twice once each month at the time and date specified by the Port Authority. By motion, the Port Authority may add or cancel meetings from their meeting schedule. B. Special Meetings. A special meeting may be called by the Chairperson, the Executive Director, or by any three (3) Commissioners by written request filed with the Executive Director who shall mail or personally delivercommunicate to all members notice of the time and place of such meeting at least twenty- four (24) hours in advance of the scheduled meeting time. Special meeting notices must be posted and shall state time, place and purpose of the meeting and no other business shall be considered. C. Executive Session. Any business, properly before the Port Authority, which qualifies as attorney client or otherwise meets the legal standards for closed (Executive) session meetings, shall, following procedures established for convening such meetings, be in order. Only that business, for which the session was convened shall be in order. D. Annual Meeting. The Annual Meeting shall be the first meeting in April and held with the regular meeting at the time and date specified by the Port Authority. Section 3. Quorum. A majority of the commissioners is required to constitute a quorum. When a quorum is in attendance at a meeting, action may be taken upon a vote of a majority in attendance. No voting shall be done by proxy. Page 105 of 165 Section 4. Section 5. Governance of Meetings. The meetings of the Port Authority shall be governed by Robert's Rules of Order, provided that said rules shall be construed liberally to afford the Port Authority flexibility in the conduct of its meetings. The Chairperson will at his/her prerogative control discussion among board members and regulate public comment to facilitate adequate discussion, consideration, and decision making. Conflict of Interest. Personal viewpoints are not to be represented to outside organizations or individuals as being those of the authority, city, or city operating departments. Special or personal interests, which may not represent the betterment of the community must remain separate from the commissioners' obligations and actions. Conflicts of interest shall be avoided by all commissioners at all times. City Policy AD-1, Committee Selection Policy, shall apply to all actions of the authority's members. Article VIII. Manner of Voting The voting on all questions coming before the Port Authority shall be by roll call, and the yea and nay votes shall be entered upon the minutes of such meeting. Article IX. Order of Business 1. Call to Order 2. Consent A. Approval of Minutes B. Bills and Communications C. Other Items Not Requiring Discussion 3. Old Business 4. New Business 5. Chairperson's Report 6. Executive Director's Report 7. Adjournment Article X. Committees The Chairperson shall appoint such advisory committees and subcommittees as he/she determines are necessary and select its members. No committee shall consist of more than five (5) members. Committee and subcommittee members shall consist of commissioners and/or other person selected by the Chairperson. Page 106 of 165 The Chairperson shall define the purpose of the committee and subcomm ittee and the expected length of time necessary to complete a report. At any time these members may be replaced or removed as deemed necessary by the Chairperson. Article XI. Annual Budget and Annual Report The Rosemount Port Authority, a Development Agency, shall develop an annual budget consistent with the requirements of Enabling Resolution No. 1991-53 Rosemount City Code and Minnesota Statutes, Chapter 469, et seq. An Annual Report shall be presented by the Port Authority to the City Council each year during the month of April reviewing Port Authority plans, projects and expenditures of the previous year. All other reports shall be kept and distributed in accordance with various statutes and Enabling Resolution No. 1991-53. Article XII. Powers The Port Authority may exercise all of the powers contained in the Minnesota Statutes, Chapter 469, as modified by Section 469.0813, and according to Enabling Resolution No. 1991-53. Article XIII. Amendments to Bylaws The Bylaws may be amended by a vote of a majority of the Commissioners only when the proposed amendment has been submitted in writing to all Commissioners two weeks prior to the meeting at which the amendment to be considered. Article XIV. Approval of Bvlaws These Bylaws and any amendments to them shall be subject to the approval of the Rosemount City Council. Adopted: April 15May 20, 201425, at a regular meeting of the Rosemount Port Authority, a Development Agency. Chairperson ATTEST: Executive Director Page 107 of 165 BYLAWS OF ROSEMOUNT PORT AUTHORITY A DEVELOPMENT AGENCY Article I. Established There is hereby created by the City Council of the City of Rosemount, in accordance with Minnesota Statutes, 469.0813 and City of Rosemount Enabling Resolution No. 1991-53, the Rosemount Port Authority, a Development Agency. Article II. Purpose The purpose of the Port Authority, a Development Agency, is to carry out economic development and redevelopment within the City by acting as the development authority for the City on behalf of the City's interest in continued new job development and increased tax base. Article III. Port Authority Members The Port Authority Commission shall consist of seven (7) members appointed in accordance with the provisions of Enabling Resolution 1991-53, Section 6. Article IV. Seal of Port Authority The seal of the Port Authority shall be in the form of a circle and shall bear the name of the Port Authority, the year established and contain the logo of the City of Rosemount. Article V. Section l. Officers Chairperson. The Chairperson shall preside at all meetings and shall have the duties and powers usually attendant upon such officer. The Chairperson shall be elected by the Commission members at the annual meeting. Section 2. Section 3. Vice Chairperson. The Vice Chairperson shall, in the absence or disability of the Chairperson, exercise all the powers and perform the duties of the Chairperson. The Vice Chairperson shall be elected by the Commission members at the annual meeting. Executive Secretary. The City Clerk shall act as Executive Secretary to the Port Authority and shall keep a record of all proceedings of Commission meetings. The Secretary shall also give notice of all meetings of the Commission and shall perform such other duties as prescribed by the Commission. Page 108 of 165 Section 4. Treasurer. The Treasurer shall receive and be responsible for all monies from whatever source derived and the same shall be deemed public funds. Monies shall be disbursed only on checks signed by the Executive Director or the City Finance Director. The Port Authority Treasurer, when the Chairperson and Vice Chairperson are absent, shall be responsible for chairing the meeting. The City Finance Director will serve as the Port Authority Assistant Treasurer and be responsible for accounting, investment, fund maintenance and disbursement consistent with the city procedures under the direction and control of the Commissioners. Other accounting procedures shall be in accordance with Minn. Stat. 469.049, et seq. and Enabling Resolution No. 1991-53. Article VI. Administrative Structure Section l. Section 2. Executive Director. The Port Authority shall employ an Executive Director who shall have general supervision over the administration of its business and affairs, subject to the direction of the Port Authority. He/she shall be charged with the management of the development projects of the Port Authority. This person will be the Community Development Director of the City of Rosemount. Assistant Director. The Port Authority may employ an Assistant Director who shall assist the Executive Director in the administration of its business and affairs of the Port Authority. The Assistant Director shall have the responsibility to coordinate meetings with public and private developers, pursuant to development/redevelopment projects and general business of the Port Authority. The Assistant Director shall also be responsible for reviewing and updating the Redevelopment Plan and written reviews of all development proposals which come before the Port Authority. Said reviews and other memorandums shall be directed to the Port Authority through an Executive Director. The Assistant Director shall sit at regular or special meetings of the Port Authority in absence of the Executive Director, and shall attend other meetings as requested by the Port Authority or Executive Director. Section 3. Additional Personnel. The Port Authority may from time to tome employ such personnel as it deems necessary to exercise its powers, duties and functions as prescribed by law. Page 109 of 165 Article VII. Meetings of the Port Authoritv Section 1. Meeting Place. The meetings shall be at such a place in Rosemount, Minnesota, as the Commissioners shall from time to time designate. All meetings, except otherwise authorized or provided by law, shall be open to the public. The Chairperson may change the meeting place by giving three (3) days written notice to Commission members. Section 2. Time of Meetings. A. Regular Meetings. Regular meetings shall be held once each month at the time and date specified by the Port Authority. By motion, the Port Authority may add or cancel meetings from their meeting schedule. B. Special Meetings. A special meeting may be called by the Chairperson, the Executive Director, or by any three (3) Commissioners by written request filed with the Executive Director who shall communicate to all members notice of the time and place of such meeting at least twenty- four (24) hours in advance of the scheduled meeting time. Special meeting notices must be posted and shall state time, place and purpose of the meeting and no other business shall be considered. C. Executive Session. Any business, properly before the Port Authority, which qualifies as attorney client or otherwise meets the legal standards for closed (Executive) session meetings, shall, following procedures established for convening such meetings, be in order. Only that business, for which the session was convened shall be in order. D. Annual Meeting. The Annual Meeting shall be the first meeting in April and held with the regular meeting at the time and date specified by the Port Authority. Section 3. Quorum. A majority of the commissioners is required to constitute a quorum. When a quorum is in attendance at a meeting, action may be taken upon a vote of a majority in attendance. No voting shall be done by proxy. Page 110 of 165 Section 4. Section 5. Governance of Meetings. The meetings of the Port Authority shall be governed by Robert's Rules of Order, provided that said rules shall be construed liberally to afford the Port Authority flexibility in the conduct of its meetings. The Chairperson will at his/her prerogative control discussion among board members and regulate public comment to facilitate adequate discussion, consideration, and decision making. Conflict of Interest. Personal viewpoints are not to be represented to outside organizations or individuals as being those of the authority, city, or city operating departments. Special or personal interests, which may not represent the betterment of the community must remain separate from the commissioners' obligations and actions. Conflicts of interest shall be avoided by all commissioners at all times. City Policy AD-1, Committee Selection Policy, shall apply to all actions of the authority's members. Article VIII. Manner of Voting The voting on all questions coming before the Port Authority shall be by roll call, and the yea and nay votes shall be entered upon the minutes of such meeting. Article IX. Order of Business 1. Call to Order 2. Consent 3. Old Business 4. New Business 5. Chairperson's Report 6. Executive Director's Report 7. Adjournment Article X. Committees The Chairperson shall appoint such advisory committees and subcommittees as he/she determines are necessary and select its members. No committee shall consist of more than five (5) members. Committee and subcommittee members shall consist of commissioners and/or other person selected by the Chairperson. Page 111 of 165 The Chairperson shall define the purpose of the committee and subcommittee and the expected length of time necessary to complete a report. At any time these members may be replaced or removed as deemed necessary by the Chairperson. Article XI. Annual Budget and Annual Report The Rosemount Port Authority, a Development Agency, shall develop an annual budget consistent with the requirements of Enabling Resolution No. 1991-53 Rosemount City Code and Minnesota Statutes, Chapter 469, et seq. An Annual Report shall be presented by the Port Authority to the City Council each year during the month of April reviewing Port Authority plans, projects and expenditures of the previous year. All other reports shall be kept and distributed in accordance with various statutes and Enabling Resolution No. 1991-53. Article XII. Powers The Port Authority may exercise all of the powers contained in the Minnesota Statutes, Chapter 469, as modified by Section 469.0813, and according to Enabling Resolution No. 1991-53. Article XIII. Amendments to Bylaws The Bylaws may be amended by a vote of a majority of the Commissioners only when the proposed amendment has been submitted in writing to all Commissioners two weeks prior to the meeting at which the amendment to be considered. Article XIV. Approval of Bvlaws These Bylaws and any amendments to them shall be subject to the approval of the Rosemount City Council. Adopted: May 20, 2025, at a regular meeting of the Rosemount Port Authority, a Development Agency. Chairperson ATTEST: Executive Director Page 112 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: Request for a Minor Amendment to the Prestwick Place Planned Unit Development Agreement to allow for the construction of a 10,000 square foot restaurant. AGENDA SECTION: CONSENT AGENDA PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.h. ATTACHMENTS: Resolution, Minor Amendment, Site Location, Final Plat, Erosion Control Plan, Site Plan, Truck Turning Movement, Site Details, Grading Plan, Utility Plans, Landscape Plan, Photometric Plan APPROVED BY: LJM RECOMMENDED ACTION: Motion to adopt a resolution approving a Minor Amendment to the Prestwick Place Planned Unit Development Agreement granting deviations from the off-street parking requirement in City Code Section 11-7-3.C. and from the architectural standard requirements in City Code Section 11-7-2.B. Motion to authorize the Mayor and City Clerk execute a Minor Amendment to the Prestwick Place Planned Unit Development Agreement. BACKGROUND SUMMARY Property Owner: LTF Real Estate Company, Inc. Site Location: Southeast Quadrant of the intersection of Akron Avenue and Connemara Trail Site Area in Acres: Approximately 2.6 Acres Current Zoning: MX-2 PUD - Highway Mixed Use Planned Unit Development Comp Plan Designation: CC - Community Commercial The City Council is being asked to consider a request for approval of a minor amendment to the Prestwick Place Planned Unit Development (PUD) Agreement granting deviations from the minimum off-street parking spaces and architectural standards requirements outlined in the City’s zoning code to allow for the construction of a 10,000 square foot restaurant on the subject property. A PUD final site and building plan request for this project went in front of the Planning Commission for their review and decision at their regular meeting on April 22, 2025. The Planning Commission unanimously approved the PUD final site and building plan request, which a condition of approval with that request included the need for approval of a minor amendment. Page 113 of 165 BACKGROUND The subject property is part of the Prestwick Place Planned Unit Development that was originally approved in 2007. It is designated in the City’s comprehensive land use plan for commercial uses and has been zoned accordingly since the original PUD approval. The City Council reviewed and approved a preliminary plat for the development area in August 2022. At that time, the City Council also considered a major amendment to the Prestwick Place Planned Unit Development that removed some of the prescriptive requirements for the development of this area. At its meeting in July 2022, the Planning Commission approved a site plan for the construction of the Life Time athletic facility, which was approved. In addition to the parcel containing Life Time, the preliminary plat also contained four outlots that would encompass stormwater ponding as well as future development areas within the plat. The final plat still contained the general layout of the preliminary plat, but adjustments were made to the right of way area for the extension of Aspen Avenue and the four outlots were reduced to three as the stormwater needs were further refined. The Final Plat was approved by the City Council in March 2023. This proposed project encompasses one of those three outlots that were approved with Prestwick Place 23rd Addition for commercial development. The applicant applied for a final plat to split Outlot A, Prestwick Place 23rd Addition into two parcels with one of the parcels becoming buildable, and the other remaining an outlot. The final plat for this was approved by City Council at their April 15, 2025, meeting, and the proposed project will be constructed on Lot 1, Block 1, Prestwick Place 27th Addition. Land Use and Zoning The site is guided for CC-Community Commercial uses in the City’s comprehensive land use plan, and it is within the MX-2 Highway Mixed Use zoning district. The site is also covered by the Prestwick Place overlay district. Any deviations that were approved with previous phases of development within the PUD are only permitted within those development areas. Likewise, the proposed deviations currently being reviewed only apply to the subject parcel being reviewed with these requests. The proposed use and buildings are allowed by the zoning ordinance and are consistent with the comprehensive plan. The outdoor dining area is permitted with standards within the MX-2 zoning district as well. A thorough review of those standards is provided later in this report. Building Setbacks Required Setback Provided Setback Frontage Building Parking Building Parking North 10 feet 10 feet >10 feet 10 feet East (Private Road) 30 feet 10 feet >30 feet >10 feet South (Private Road) 10 feet 10 feet >10 feet >10 feet West (Akron Avenue) 40 feet 30 feet >40 feet >30 feet Page 114 of 165 The proposed restaurant building is shown to be located in the southwest corner of the site with the parking areas shown to be east and north of the principal structure. The site plan shows the development meets all other setback requirements, including the additional setback requirement along the west side of the property due to its location along Akron Avenue, which is categorized as a collector road. Exterior Materials The applicant has provided exterior elevations that include a breakdown in the percentage of each material. The zoning ordinance requires at least 50% of the building to be finished with brick or stone and no more than 10% EIFS. The applicant is requesting a minor amendment to the Prestwick Place PUD for the ability to include up to 31% EIFS and to allow for the building to consist of less than 50% brick or stone. The applicants' plans show that on average the building will consist of 31% brick, 24% will consist of CMUs and 18% will consist of glass. The plans show that the bottom 10 feet of the building will consist of those materials and the top of the building will contain EIFs with glass placed throughout the building. Staff and the Planning Commission are supportive of the minor amendment request and exterior elevations and floor plans are included as attachments. Parking and Access There will be two vehicular accesses to the site. The main access to the site will be full access and will be located in the northeast corner of the site. This access will come from a private road that runs north to south adjacent to Lifetime Fitness. The second access to the site will be right in, right out and is located in the southwestern area of the site. This access will come from a private road that extends east off of Akron Avenue. The parking stall areas on the site are shown to be in the northern and eastern areas of the site as the principal building is shown to be located in the southwestern area of the site. There are pedestrian sidewalks shown around three sides of the proposed building, as well as existing sidewalks shown along the private road east of the site and along Akron Avenue west of the site. The applicant also provided the number of parking stalls that are proposed to be on site. For restaurant use, the City Code requires 1 stall per 4 persons of the maximum occupancy. In the submitted plans it shows that the site will have 154 parking stalls provided, which is a shortfall of 7 stalls. Staff does not see this shortfall as an issue as there are potential opportunities for cross parking with either the future commercial development to the north or with Life Time. A minor amendment to the Prestwick Place Planned Unit Development Agreement to allow for the deficit of 7 parking stalls on site is being requested, which staff and the Planning Commission are supportive of. Use Parking required Restaurant 161 stalls Total Provided 154 stalls Page 115 of 165 RECOMMENDATION Staff is recommending that the City Council approve the request for a Minor Amendment to the Prestwick Place Planned Unit Development Agreement for deviations from City Code Sections 11-7-3.C. and 11-7-2.B. to allow for the construction of a 10,000 square foot restaurant on the subject property. Page 116 of 165 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025-XX A RESOLUTION APPROVING A MINOR AMENDMENT TO THE PRESTWICK PLACE PLANNED UNIT DEVELOPMENT AGREEMENT TO ALLOW FOR DEVIATIONS FROM THE OFF-STREET PARKING AND ARCHITECTURAL STANDARDS REQUIREMENTS FOR LOT 1, BLOCK 1, PRESTWICK PLACE 27TH ADDITION WHEREAS, the Community Development Department of the City of Rosemount received a request from Korey Bannerman to amend the Prestwick Place Planned Unit Development Agreement to allow for deviations from the off-street parking and architectural standard requirements for Lot 1, Block 1, Prestwick Place 27th Addition; and WHEREAS, staff has prepared and recommends a Minor PUD Amendment to allow for the deviations from Section 11-7-3.C.: Off-Street Parking Requirements and 11-7-2.B.: Exterior Wall Materials and Colors; and WHEREAS, on May 20, 2025, the City Council of the City of Rosemount reviewed the application and staff recommendation. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves the Minor Amendment to the Prestwick Place Planned Unit Development Agreement to allow for deviations from the off-street parking and architectural standard requirements, subject to the following conditions: 1. The following deviation from the City Code: a. A deviation from Section 11-7-3.C.: Off-Street Parking Requirements to reduce the required minimum parking stalls from 161 stalls to 154 stalls. b. A deviation from Section 11-7-2.B.: Exterior Wall Materials and Colors to allow for the principal building to have up to 31% EIFS and to allow for the building to consist of less than 50% brick or stone. 2. Execution of the Minor Amendment to the Prestwick Place Planned Unit Development Agreement. ADOPTED this 20th day of May 2025, by the City Council of the City of Rosemount. ____________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk Page 117 of 165 1 A MINOR AMENDMENT TO THE PRESTWICK PLACE PLANNED UNIT DEVELOPMENT AGREEMENT TO ALLOW FOR DEIVATIONS FROM THE OFF- STREET PARKING AND ARCHITECTURAL STANDARDS REQUIREMENTS FOR LOT 1, BLOCK 1, PRESTWICK PLACE 27TH ADDITION THIS DECLARATION made this 20th day of May 2025, by and between Korey Bannerman (hereinafter referred to as the “Declarant”), and the CITY OF ROSEMOUNT, a Minnesota municipal corporation (hereinafter referred to as the “City”); WHEREAS, Declarant is the developer of the real property as described on Attachment One, attached hereto and hereby made a part hereof (hereinafter collectively referred to as the “Subject Property”); and WHEREAS, the Subject Property is subject to a Planned Unit Development Agreement, “Prestwick Place Master Development Plan Planned Unit Development Agreement”, dated November 7, 2007, (hereinafter referred to as the “Planned Unit Development Agreement”) and filed in the Office of the Dakota County Registrar of Titles on March 10, 2008, as Document No. 2576606 and No. 624799; and WHEREAS, Declarant wishes to amend the Planned Unit Development Agreement as hereinafter provided, which amendment has been approved and consented to by the City of Rosemount, acting through its City Council, as evidenced by the duly authorized signatures of its officers affixed hereto. NOW, THEREFORE, the Declarant declares that the Subject Property is, and shall be, held, transferred, sold, conveyed and occupied subject to the covenants, conditions, and restrictions, hereinafter set forth. 1. The use and development of the Subject Property shall conform to the Planned Unit Development Agreement except as modified herein. a. Section 11-7-3. C. Off-Street Parking Requirements: Reduce the minimum required parking stalls from 161 stalls to 154 stalls. b. Section 11-7-2.B. Exterior Wall Materials and Colors: Allow for the principal building to have up to 31% EIFS and allow for the building to consist of less than 50% brick or stone. 2. Except as modified by paragraph 1 of this Amendment, the Planned Unit Development Agreement shall remain in full force and effect. 3. The obligations and restrictions of this Amendment run with the land of the Subject Property and shall be enforceable against the Declarant, its successors and assigns, by the Page 118 of 165 2 City of Rosemount acting through its City Council. This Amendment may be amended from time to time by a written amendment executed by the City and the owner or owners of the lot or lots to be affected by said amendment. IN WITNESS WHEREOF, the undersigned as duly authorized agents, officers or representatives of Declarant have hereunto set their hands and seals as of the day and year first above written. DECLARANT Korey Bannerman By Its By Its STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ____ day of _________, 2025, by _____________________ and _________________, the _________________ and ______________________, for and on behalf of ______________________, a ____________________, by and on behalf of said _______________________. _______________________________ Notary Public Page 119 of 165 3 This Amendment is approved and consented to by the City Council of the City of Rosemount. CITY OF ROSEMOUNT By: Jeffery D. Weisensel, Mayor And by: Erin Fasbender, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ____ day of ___________, 2025, by Jeffery D. Weisensel and Erin Fasbender, the Mayor and City Clerk, respectively, for and on behalf of the City of Rosemount, a Minnesota corporation, by and on behalf of said corporation. Notary Public THIS INSTRUMENT WAS DRAFTED BY: City of Rosemount 2875 145th Street West Rosemount, MN 55068 651-423-4411 Page 120 of 165 Page 121 of 165 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 0 - C O V E R S H E E T . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 1 4 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E P A R E D F O R CO V E R S H E E T C000 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C NORTH VICINITY N.T.S. SITE ROSEMOUNT, MN 55068 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: GEOTECHNICAL ENGINEER BRAUN INTERTEC 11001 HAMPSHIRE AVENUE S BLOOMINGTON, MN 55438 TELEPHONE: 952-995-2268 CONTACT: BRAD MCCARTER, PE PROJECT TEAM: SURVEYOR WESTWOOD PROFESSIONAL SERVICES 12701 WHITEWATER DRIVE, SUITE #300, MINNETONKA, MN 55343 TELEPHONE: (952) 937-5150 CONTACT: NATHAN STINDTMAN, PS ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: ALAN L. CATCHPOOL 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER KOREY BANNERMAN 5273 WEST 95TH STREET BLOOMINGTON, MN 55437 TELEPHONE: 612-685-2292 CONTACT: KOREY BANNERMAN COPPER PINT LOT 1, BLOCK 1, PRESTWICK PLACE 23RD ADDITION FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT ARCHITECTURAL CONSORTIUM 1600 W LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 TELEPHONE: 612-314-4372 CONTACT: CHRIS MUELLER SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 TOP NUT OF HYDRANT NEAR THE SOUTH PROPERTY LINE ELEVATION=931.67 SBM #2 SANITARY MANHOLE ELEVATION=940.98 BENCHMARKS CONNEMARA TRAIL WEST AK R O N A V E N U E 145TH STREET WEST / CO ROA D 4 2 A D A L Y N A V E LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: RYAN A. HYLLESTED, P.L.A. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES V100 ALTA SURVEY V101 FINAL PLAT V102 FINAL PLAT C200 SITE DEMOLITION PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C302 EROSION AND SEDIMENT CONTROL DETAILS C400 SITE PLAN C401 TRUCK TURNING MOVEMENT C401 SITE DETAILS C402 SITE DETAILS C403 SITE DETAILS C500 GRADING AND DRAINAGE PLAN C501 STORM SEWER PLAN C502 GRADING DETAILS C600 UTILITY PLAN C601 UTILITY DETAILS C602 UTILITY DETAILS L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS PH100 PHOTOMETRIC PLANS PH101 PHOTOMETRIC PLANS Page 122 of 165 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 1 - G E N E R A L N O T E S . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 1 4 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E P A R E D F O R GE N E R A L N O T E S C100 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 3.PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 4.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 5.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 8.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 10.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 12.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 13.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 15.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 16.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6.BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: WESTWOOD PROFESSIONAL SERVICES ADDRESS: 12701 WHITEWATER DRIVE, SUITE #300, MINNETONKA, MN 55343 PHONE: (952) 937-5150 DATED: 03/14/2025 2.GEOTECHNICAL EVALUATION REPORT PERFORMED BY: BRAUN INTERTEC ADDRESS: 11001 HAMPSHIRE AVENUE S, BLOOMINGTON, MN 55438 DATED: 03/04/2025 3.CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY Page 123 of 165 V100 Page 124 of 165 V101Page 125 of 165 V102Page 126 of 165 I.V. USTPT EX-MH RE = 921.32 EX-MH RE = 922.21 OCS - HIGH POINT OCS - LOW POINT TELEPHONE 505 506 EX-MH RE = 922.40 EX-MH RE = 922.33 EX-MH RE = 924.72 EX-MH RE = 928.69 RIM=925.56 INV(SE)=918.26 15'' CON INV(N)=918.26 15'' CON RIM=932.14 INV(S)=917.14 15'' CON INV(N)=917.14 15'' CON RIM=935.95 INV(S)=925.60 24'' CON INV(N)=925.80 24'' CON INV(E)=925.80 15'' PVC RIM=935.96 INV(W)=925.96 15'' PVC INV(E)=926.81 15'' PVC RIM=933.66 INV(S)=921.41 24'' PVC INV(N)=924.31 24'' CON INV(E)=927.66 15'' PVC RIM=933.66 INV(W)=928.21 15'' PVC RIM=931.78 INV(SW)=918.03 24'' CON INV(NE)=920.38 24'' CON RIM=929.84 INV(E)=917.58 24'' CON INV(S)=914.52 24'' CON INVERTS ARE PER PLAN STRUCTURE NOT TO GRADE RIM=929.72 INV(N)=914.27 24'' CON INV(S)=911.47 24'' CON RIM=924.53 INV(E)=910.78 8'' CON INV(W)=910.73 CON RIM=925.22 INV(N)=911.37 8'' CON INV(W)=911.32 8'' CON SANITARY STUB PER PLAN WATERMAIN STUB PER PLAN WATERMAIN STUB PER PLAN BENCHMARK TOP NUT HYDRANT ELEV=941.67 BENCHMARK TOP NUT HYDRANT ELEV=931.67 SANITARY SEWER AND UTILITY EASEMENT PER DOC. NO. 2592074 (EX.17) D E A A C B B F F F G H H I G G G G J J G G G H IRRIGATION VALVE - KSPADE & TRANSPLANT - KSPADE & TRANSPLANT -KSPADE & TRANSPLANT - K - SPADE & TRANSPLANT L L L K - SPADE & TRANSPLANT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 2 - D E M O P L A N . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 1 7 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE CURB & GUTTER PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE CURB & GUTTER PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER FULL DEPTH SAWCUT 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, COUNTY, AND STATE DOT AS NECESSARY. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16.IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. DEMOLITION PLAN NOTES NORTH Know what'sbelow. before you dig.Call KEYNOTE LEGEND SAWCUT EXISTING PAVEMENT REMOVE EXISTING CURB REMOVE EXISTING PAVEMENT REMOVE & RELOCATE EXISTING LIGHT POLE, REVISE ELECTRICAL AS REQUIRED REMOVE & RELOCATE ADJACENT PUBLIC SIDEWALK PROTECT EXISTING WATER LINE / HYDRANT / VALVE PROTECT EXISTING SEWER LINE / STRUCTURE PROTECT EXISTING UTILITY LINE / STRUCTURE PROTECT EXISTING UTILITY POLE & GUY WIRES PROTECT EXISTING LIGHT POLE REMOVE EXISTING TREE PROTECT EXISTING TREE A B C D E F G H I J K L PR E P A R E D F O R SI T E D E M O L I T I O N PL A N C200 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN REMOVE TREE Page 127 of 165 9 2 5 9 3 0 9 3 5 92 3 92 4 9 2 6 9 2 7 9 2 8 9 2 9 9 3 1 93 2 93 3 9 3 4 93 6 93 7 93 8 3.5 1 % 3.79 % 3.5 3 % 3.0 9 % 6. 4 6 % 2.2 3 % 3.6 1 % 4.2 9 % 2.78% I.V. TELEPHONE 505 506 EX-MH RE = 922.40 EX-MH RE = 922.33 EX-MH RE = 924.72 EX-MH RE = 928.69 RIM=925.56 INV(SE)=918.26 15'' CON INV(N)=918.26 15'' CON RIM=932.14 INV(S)=917.14 15'' CON INV(N)=917.14 15'' CON RIM=935.95 INV(S)=925.60 24'' CON INV(N)=925.80 24'' CON INV(E)=925.80 15'' PVC RIM=935.96 INV(W)=925.96 15'' PVC INV(E)=926.81 15'' PVC RIM=933.66 INV(S)=921.41 24'' PVC INV(N)=924.31 24'' CON INV(E)=927.66 15'' PVC RIM=933.66 INV(W)=928.21 15'' PVC RIM=931.78 INV(SW)=918.03 24'' CON INV(NE)=920.38 24'' CON RIM=929.84 INV(E)=917.58 24'' CON INV(S)=914.52 24'' CON INVERTS ARE PER PLAN STRUCTURE NOT TO GRADE RIM=929.72 INV(N)=914.27 24'' CON INV(S)=911.47 24'' CON RIM=924.53 INV(E)=910.78 8'' CON INV(W)=910.73 CON RIM=925.22 INV(N)=911.37 8'' CON INV(W)=911.32 8'' CON SANITARY STUB PER PLAN WATERMAIN STUB PER PLAN WATERMAIN STUB PER PLAN BENCHMARK TOP NUT HYDRANT ELEV=941.67 BENCHMARK TOP NUT HYDRANT ELEV=931.67 SANITARY SEWER AND UTILITY EASEMENT PER DOC. NO. 2592074 (EX.17) 3.5 1 % 3.3 3 % 24.0' (MIN.) 10.0'10.0' 50 . 0 ' (M I N . ) 28 . 0 ' 50. 0 ' (MI N . ) 10 . 0 ' 10 . 0 ' 28 . 0 ' A A A A B B B B B B D D C C (OFFSET FOR CLARITY) Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 3 - E R O S P H 1 P L A N . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 1 7 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M NORTH 1.INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS. 5.CLEAR AND GRUB THE SITE. 6.BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 1 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND Know what'sbelow. before you dig.Call PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L P L A N - PH A S E 1 C300 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C AREA SUMMARY TOTAL PROPERTY AREA 2.60 AC EXISTING IMPERVIOUS AREA 0.07 AC EXISTING PERVIOUS AREA 2.20 AC PROPOSED IMPERVIOUS AREA 1.69 AC PROPOSED PERVIOUS AREA 0.57 AC TOTAL DISTURBED AREA 2.27 AC PHASE I BMP QUANTITIES SILT FENCE ±1,200 LF INLET PROTECTION 9 EA ROCK CONSTRUCTION ENTRANCE 2 EA BIO ROLL ±75 LF KEYNOTE LEGEND SILT FENCE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE BIO ROLL A B C D CONTRACTOR IS RESPONSIBLE FOR PREVENTING TRACK-OUT OF SEDIMENT FROM THE SITE BY EQUIPMENT AND VEHICLES. SHOULD TRACK-OUT BECOME A PROBLEM. CONTRACTOR SHALL PROVIDE AND INSTALL A SELF-CONTAINED WHEEL WASH SYSTEM AT NO ADDITIONAL COST TO THE OWNER. SITE OPERATOR/GENERAL CONTRACTOR: DEVELOPER/OWNER: *SEE LA PLANS FOR DETAILS AND SPECIFICATIONS FOR ABOVE REFERENCED SEED DESIGN *PLANTING OUTSIDE THE PLANTING WINDOW(S) SHALL NOT OCCUR UNLESS APPROVED BY THE CITY AND ENGINEER. TEMPORARY OR PERMANENT IRRIGATION AND ESTABLISHMENT OF WEED CONTROL PREVENTION ACTIVITIES FOR NATIVE SEEDED AREAS MUST BE PROVIDED FOR APPROVAL OF PLANTING OUTSIDE OF PLANTING WINDOW. EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 11.ANY AND ALL DEWATERING ACTIVITIES SHALL BE CONTINUED AS TO NOT CAUSE EROSION OR OTHER NUISANCE ISSUES. 12.MINIMUM OF 70% PERENNIAL VEGETATION COVERAGE AND REMOVAL OF EROSION CONTROL BMPS ARE REQUIRED FOR NOTICE OF TERMINATION (NOT) LETTER AND APPROVAL. 13.CONTRACTOR IS REQUIRED TO COORDINATE EROSION PREVENTION ACTIVITIES INCLUDING VEGETATION ESTABLISHMENT AS PART OF WEEKLY EROSION CONTROL LOOK-AHEAD SCHEDULES. 14.CONTRACTOR SHALL PLANT SEED AND SOD PER MNDOT SPECIFICATION 2575, PLANTING SCHEDULE BELOW SHOWN FOR REFERENCE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT ENGINEER APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE ENGINEER AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE ENGINEER NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM ENGINEER. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE ENGINEER OF RECORD FOR THE PROJECT. SWPPP UPDATES AND AMENDMENTS SEEDING INSTALLATION AND ESTABLISHMENT SCHEDULE 0-14 DAYS MNDOT 22-111 SPRING PLANTING DATES: APRIL 1 - JULY 20 FALL PLANTING DATES: JULY 20 - OCTOBER 20 PERMANENT STABILIZATION MNDOT 25-131 FOR LOW MAINTENENCE TURF WITH EROSION CONTROL BLANKETS SPRING PLANTING DATES: APRIL 1 - JUNE 1 FALL PLANTING DATES: JULY 20 - SEPTEMBER 20 SALT TOLERANT SOD APRIL 15 - JUNE 10 Page 128 of 165 TELEPHONE EX-MH RE = 922.40 EX-MH RE = 922.33 EX-MH RE = 924.72 EX-MH RE = 928.69 RIM=925.56 INV(SE)=918.26 15'' CON INV(N)=918.26 15'' CON RIM=932.14 INV(S)=917.14 15'' CON INV(N)=917.14 15'' CON RIM=935.95 INV(S)=925.60 24'' CON INV(N)=925.80 24'' CON INV(E)=925.80 15'' PVC RIM=935.96 INV(W)=925.96 15'' PVC INV(E)=926.81 15'' PVC RIM=933.66 INV(S)=921.41 24'' PVC INV(N)=924.31 24'' CON INV(E)=927.66 15'' PVC RIM=933.66 INV(W)=928.21 15'' PVC RIM=931.78 INV(SW)=918.03 24'' CON INV(NE)=920.38 24'' CON RIM=929.84 INV(E)=917.58 24'' CON INV(S)=914.52 24'' CON INVERTS ARE PER PLAN STRUCTURE NOT TO GRADE RIM=929.72 INV(N)=914.27 24'' CON INV(S)=911.47 24'' CON RIM=924.53 INV(E)=910.78 8'' CON INV(W)=910.73 CON RIM=925.22 INV(N)=911.37 8'' CON INV(W)=911.32 8'' CON SANITARY STUB PER PLAN WATERMAIN STUB PER PLAN WATERMAIN STUB PER PLAN BENCHMARK TOP NUT HYDRANT ELEV=941.67 BENCHMARK TOP NUT HYDRANT ELEV=931.67 SANITARY SEWER AND UTILITY EASEMENT PER DOC. NO. 2592074 (EX.17) 9 2 5 9 3 0 93 5 92 3 92 4 9 2 6 9 2 7 9 2 8 9 2 9 9 3 1 9 3 2 9 3 3 93 4 93 6 93 7 938 93 9 NO PA R K I N G NO PA R K I N G NO PA R K I N G PROPOSED RESTAURANT AREA: ±10,000 SF FFE= ±930.00 9 3 0 9 3 5 9 3 1 9 3 2 9 3 3 9 3 4 9 3 6 9 3 7 9 3 8 9 2 5 92 4 926 927 928 929 930 930 935 93 1 932 933 934 24.0' (MIN.) 10.0' 28 . 0 ' 50. 0 ' (MI N . ) 10 . 0 ' 10 . 0 ' 28 . 0 ' 930 930 935 931 932 933 934 50 . 0 ' (M I N . ) 10.0' 3. 5 0 % 3.60% 2.2 3 % 1 . 6 8 % 5.2 6 % 2.11% 1.40% 1.66% 1 . 5 5 % 3.7 0 % 2. 7 4 % 0.3 2 % 1.50% 7.11% 5: 1 8: 1 8:1 4: 1 6: 1 5. 4 9 % A A A A B B B B B D D C C B B B 7: 1 E E EA (OFFSET FOR CLARITY) (OFFSET FOR CLARITY) 3.3 7 % 3.9 8 % 2.3 7 % 3.31 % 3.8 0 % 3.7 0 % B B PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L P L A N - PH A S E 2 C301 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 3 - E R O S P H 2 P L A N . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 1 8 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M NORTH PHASE 2 SEQUENCE OF CONSTRUCTION LEGEND Know what'sbelow. before you dig.Call AREA SUMMARY TOTAL PROPERTY AREA 2.60 AC EXISTING IMPERVIOUS AREA 0.07 AC EXISTING PERVIOUS AREA 2.20 AC PROPOSED IMPERVIOUS AREA 1.69 AC PROPOSED PERVIOUS AREA 0.57 AC TOTAL DISTURBED AREA 2.27 AC CONTRACTOR IS RESPONSIBLE FOR PREVENTING TRACK-OUT OF SEDIMENT FROM THE SITE BY EQUIPMENT AND VEHICLES. SHOULD TRACK-OUT BECOME A PROBLEM. CONTRACTOR SHALL PROVIDE AND INSTALL A SELF-CONTAINED WHEEL WASH SYSTEM AT NO ADDITIONAL COST TO THE OWNER. SITE OPERATOR/GENERAL CONTRACTOR: DEVELOPER/OWNER: SEEDING INSTALLATION AND ESTABLISHMENT SCHEDULE 0-14 DAYS MNDOT 22-111 SPRING PLANTING DATES: APRIL 1 - JULY 20 FALL PLANTING DATES: JULY 20 - OCTOBER 20 PERMANENT STABILIZATION MNDOT 25-131 FOR LOW MAINTENENCE TURF WITH EROSION CONTROL BLANKETS SPRING PLANTING DATES: APRIL 1 - JUNE 1 FALL PLANTING DATES: JULY 20 - SEPTEMBER 20 SALT TOLERANT SOD APRIL 15 - JUNE 10 *SEE LA PLANS FOR DETAILS AND SPECIFICATIONS FOR ABOVE REFERENCED SEED DESIGN *PLANTING OUTSIDE THE PLANTING WINDOW(S) SHALL NOT OCCUR UNLESS APPROVED BY THE CITY AND ENGINEER. TEMPORARY OR PERMANENT IRRIGATION AND ESTABLISHMENT OF WEED CONTROL PREVENTION ACTIVITIES FOR NATIVE SEEDED AREAS MUST BE PROVIDED FOR APPROVAL OF PLANTING OUTSIDE OF PLANTING WINDOW. EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 11.ANY AND ALL DEWATERING ACTIVITIES SHALL BE CONTINUED AS TO NOT CAUSE EROSION OR OTHER NUISANCE ISSUES. 12.MINIMUM OF 70% PERENNIAL VEGETATION COVERAGE AND REMOVAL OF EROSION CONTROL BMPS ARE REQUIRED FOR NOTICE OF TERMINATION (NOT) LETTER AND APPROVAL. 13.CONTRACTOR IS REQUIRED TO COORDINATE EROSION PREVENTION ACTIVITIES INCLUDING VEGETATION ESTABLISHMENT AS PART OF WEEKLY EROSION CONTROL LOOK-AHEAD SCHEDULES. 14.CONTRACTOR SHALL PLANT SEED AND SOD PER MNDOT SPECIFICATION 2575, PLANTING SCHEDULE BELOW SHOWN FOR REFERENCE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT ENGINEER APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE ENGINEER AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE ENGINEER NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM ENGINEER. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE ENGINEER OF RECORD FOR THE PROJECT. SWPPP UPDATES AND AMENDMENTS ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL EROSION CONTROL BLANKET 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER. 3.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE II BMP QUANTITIES SILT FENCE ±1,200 LF INLET PROTECTION 13 EA ROCK CONSTRUCTION ENTRANCE 2 EA BIO ROLL ±115 LF EROSION CONTROL BLANKET ±4,425 SF KEYNOTE LEGEND SILT FENCE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE BIO ROLL EROSION CONTROL BLANKET A B C D E Page 129 of 165 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 3 - E R O S D E T A I L S . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 1 8 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L D E T A I L S C302 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C FOR REFERENCE ONLYFOR REFERENCE ONLY FOR REFERENCE ONLYFOR REFERENCE ONLY 1 3B 3A 4 5 2 1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4"-6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3"OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"APART ACROSS ENTIRE BLANKET WIDTH. 6.PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. NOTES: 1.IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2.FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION 4"- 6" 6" 6" 12" 3" NO SCALE EROSION CONTROL BLANKET1 COPY OF CONSTRUCTION SITE NOTICE COPY OF WATERSHED PERMIT AUTHORIZATION COPY OF LAND DISTURBANCE PERMIT SWPPP INFORMATION COPY OF GENERAL CONTRACTOR NOI N.T.S. SWPPP INFORMATION SIGN2 8' X 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 2'-0" MIN BERM AROUND PERIMETER GROUND SURFACE 12" MIN 12" MIN COMPACTED EMBANKMENT MATERIAL (TYP.)3:1 OR FLATTER SIDE SLOPES NOTES: 1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2.CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. N.T.S. CONCRETE WASHOUT AREACW Page 130 of 165 SANITARY SEWER AND UTILITY EASEMENT PER DOC. NO. 2592074 (EX.17) NO PA R K I N G NO PA R K I N G NO PA R K I N G PROPOSED RESTAURANT AREA: ±10,000 SF FFE= ±930.00 C1 C1 19.0'24.0' 9. 0 ' 19 . 0 ' 24 . 0 ' 19 . 0 ' 31 . 6 ' 24 . 0 ' 19 . 0 ' (T Y P . ) 9.0' (TYP.) 24 . 0 ' 24 . 0 ' 24 . 0 ' 24 . 0 ' 24.0' 28 . 0 ' C1 C1 C1 C1 C1 C8 C2 C2 C7 C7 C7 C7 C3 C3 C3 C3 C3 C5 C6 C6 F1 F2 F2 C7 C7 C4 C4 24.0' P1 P1 P1 P1 P2 P2 P2 P3 P3 P3 P3 P3 P3 P3 P4 P5 (TYP.)C1 R5.0' R8.0' R15.0' R3.0' R3.0' R5.0' R6.0' R3.0' R10.0' S1 S1 S1 S2 S2 R1 R2 5. 0 ' 6.0' 10 . 0 0 ' 11 . 0 0 ' 30' SANITARY EASEMENT PROPOSED PROPERTY LINE PROPOSED FULL ACCESS PROPOSED RIGHT IN RIGHT OUT ACCESS 10' SIDE PARKING SETBACK 30' BUILDING SETBACK 20' FRONT PARKING SETBACK 30.0' 12. 0 ' 28 7 7 14 12 12 14 11 10 10 17 12 R2.0' R2.0' R3.0' P6 24.0'19.0' 9. 0 ' 6.0' R3 R3 R3R3 R3 R3 R5 R6 R6 R6 R6 R6 6. 0 ' 5. 0 ' 9.0' R5 C8 F3 F3 C5 C9 C9 R4 28. 0 ' END CURB Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E P L A N . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 1 9 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © LEGEND SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 19-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER.\ 7.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. PR E P A R E D F O R SI T E P L A N C400 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION HEAVY DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION STANDARD DUTY CONCRETE PAVEMENT / SIDEWALK SEE DETAILS FOR SECTION ASPHALT TRAIL SEE DETAILS FOR SECTION NORTH Know what'sbelow. before you dig.Call R BUILDING DATA TOTAL BUILDING AREA ±10,000 SF PERCENT OF TOTAL PROPERTY AREA 8.8% MAXIMUM BUILDING HEIGHT 35 FT PARKING SUMMARY REQUIRED PARKING 161 SPACES @ 1/4 PERSONS OF MAX OCCUPANCY TOTAL PROPOSED PARKING 154 SPACES REQUIRED ACCESSIBLE PARKING 6 STANDARD SPACES PROPOSED ACCESSIBLE PARKING 6 STANDARD SPACES PROPERTY SUMMARY TOTAL PROPERTY AREA 2.60 AC DISTURBED AREA 2.27 AC EXISTING IMPERVIOUS AREA 0.07 AC EXISTING PERVIOUS AREA 2.20 AC PROPOSED IMPERVIOUS AREA 1.69 AC PROPOSED PERVIOUS AREA 0.57 AC NET INCREASE IN IMPERVIOUS AREA 1.62 AC SITE DATA EXISTING ZONING MX-2 HIGHWAY MIXED USE PROPOSED LAND USE COMMERCIAL PARKING SETBACKS FRONT = 20' SIDE/REAR = 10' BUILDING SETBACKS FRONT = 30' SIDE = 10' REAR = 10' KEYNOTE LEGEND CURB, SIDEWALK & PAVEMENT 6" CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE SIDEWALK - SEE DETAIL SIDEWALK FLUSH WITH PAVEMENT - SEE DETAIL / GRADING PLAN CURB TRANSITION FROM 6" TO FLUSH - SEE GRADING PLAN COMMERCIAL DRIVEWAY APRON - SEE DETAIL ACCESSIBLE CURB RAMP - SEE DETAIL MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER INTEGRAL CONCRETE CURB & SIDEWALK 3' CONCRETE VALLEY GUTTER PER ST-7 DETAIL SITE FIXTURES PATIO FENCE - SEE ARCHITECTURAL PLANS PATIO FENCE SWING GATE - SEE ARCHITECTURAL PLANS 6" CONCRETE FILLED PIPE BOLLARD - SEE DETAIL PAVEMENT MARKINGS ACCESSIBLE PARKING SYMBOL & LOADING AREA - SEE DETAIL STRIPED WHITE CROSS-HATCH AREA 4" SOLID LINES @ 45° 2' O.C. 4" WIDE WHITE PAINTED SOLID PARKING LOT LINE PAINTED WHITE DIRECTIONAL ARROW - SEE DETAIL PAINTED WHITE CROSSWALK - SEE DETAIL 24" WIDE PAINTED WHITE STOP BAR - SEE DETAIL SIGNAGE ACCESSIBLE PARKING SIGNAGE - SEE DETAIL STOP SIGN - SEE DETAIL REFERENCE NOTES TRANSFORMER/EQUIPMENT PAD - REFER TO MEP PLANS TRASH ENCLOSURE - REFER TO ARCHITECTURAL PLANS LIGHT POLE & BASE - REFER TO SITE ELECTRICAL PLAN RELOCATED LIGHT POLE & BASE RETAINING WALL (BY OTHERS) - REFER TO GRADING PLAN AT-GRADE BUILDING ENTRY & STRUCTURAL STOOP - REFER TO ARCHITECTURAL & STRUCTURAL PLANS C1 C2 C3 C4 C5 C6 C7 C8 C9 F1 F2 F3 P1 P2 P3 P4 P5 P6 S1 S2 R1 R2 R3 R4 R5 R6 Page 131 of 165 SANITARY SEWER AND UTILITY EASEMENT PER DOC. NO. 2592074 (EX.17) NO PA R K I N G NO PA R K I N G NO PA R K I N G PROPOSED RESTAURANT AREA: ±10,000 SF FFE= ±930.00 Steering Angle Lock to Lock Time Articulating Angle WB-67 Trailer Track Tractor Track Trailer Width Tractor Width 19.504.00 feet 8.50 8.50: 8.00 8.00 : : : 0.00 3.00 45.50 15.00 53.00 : : :6.0 28.4 75.0 LEGEND PR E P A R E D F O R TR U C K T U R N I N G MO V E M E N T C401 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C PROPERTY LINE SETBACK LINE DRAINAGE AND UTILITY EASEMENT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E P L A N . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 1 9 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © NORTH Know what'sbelow. before you dig.Call R THE VEHICLE MANEUVERING IDENTIFIED ON THIS PLAN WAS PREPARED USING AUTOTURN SOFTWARE AND DOES NOT NECESSARILY REPRESENT ACTUAL CONDITIONS NOR DOES IT ACCOUNT FOR EXTERNAL FACTORS. THIS ANALYSIS SHOULD NOT BE USED AS THE SOLE BASIS FOR THE CLIENT'S DECISION MAKING. Page 132 of 165 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E D E T A I L S . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 2 0 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E P A R E D F O R SI T E D E T A I L S C401 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C FO R R E F E R E N C E O N L Y Page 133 of 165 PR E P A R E D F O R SI T E D E T A I L S C402 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E D E T A I L S . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 2 0 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M FO R R E F E R E N C E O N L Y PAVEMENT SECTIONS SHOWN ARE PROVIDED AS A REFERENCE ONLY. REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. N.T.S. CONCRETE SIDEWALK AND HEAVY DUTY CONCRETE1 N.T.S. STANDARD DUTY ASPHALT3 2" WEAR COURSE (SPWEA440F) 8" AGGREGATE BASE COMPACT SUBGRADE PER GEOTECHNICAL REPORT 2" NON-WEAR COURSE (SPNWB330F) TACK COAT 1.5" WEAR COURSE (SPWEB330F) 6" AGGREGATE BASE COMPACT SUBGRADE PER GEOTECHNICAL REPORT 1.5" NON-WEAR COURSE (SPWEB340F) TACK COAT HEAVY DUTY CONCRETE 6" CONCRETE PAVEMENT (4,000 PSI CONCRETE WITH CONTINUOUS #4 REBAR 18" OC, EACH WAY) 6" AGGREGATE BASE APPROVED SUBGRADE N.T.S. HEAVY DUTY ASPHALT2 Page 134 of 165 PR E P A R E D F O R SI T E D E T A I L S C403 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E D E T A I L S . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 2 0 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M STEEL PIPE BOLLARD STEEL SIGN POST RESERVED PARKING VAN ACCESSIBLE PAVEMENT FINISHED GRADE CONCRETE FOOTING 18" 3' - 0 " 5' - 0 " 3' - 6 " 4" EXPANSION JOINT MATERIAL NOTES: 1.SIGNS SHALL BE 18 GAUGE STEEL, WITH BAKED ENAMEL WHITE LETTERS AND BORDER ON BLUE BACKGROUND, WHERE APPLICABLE. 2.POST SHALL BE 3"x3" 11-GAUGE GALVANIZED SQUARE STEEL 3.BOLLARD SHALL BE 6"Ø SCH-40 STEEL PIPE FILLED WITH CONCRETE & PAINTED YELLOW 4.SIGNS SHALL COMPLY WITH LOCAL MUTCD REQUIREMENTS 12"x8" VAN-ACCESSIBLE SIGN 12"x8" HANDICAP PARKING SIGN NO SCALE ACCESSIBLE PARKING SIGN IN BOLLARD1 NO PARKING NOTE: SEE PLAN FOR PARKING LAYOUT NO PARKING SIGN, CENTERED AT HEAD OF SPACE, 2' MIN. AND 8' MAX. FROM FACE OF CURB. NO SIGN REQUIRED IF THE SIGN OBSTRUCTS A CURB RAMP OR PEDESTRIAN ROUTE. HANDICAP SIGN CENTERED AT HEAD OF SPACE, 2' MIN. AND 8' MAX. FROM FACE OF CURB HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE TYPICAL RAMP LOCATION FACE OF CURB OR PAVEMENT MARKING PAINTED WHITE 4" STRIPE @ 45° ACCESSIBLE PARKING ACCESS AISLE 12" LETTERING CENTERED IN STALL NO SCALE ACCESIBLE PARKING STRIPING & SIGNAGE2 2' 8' MIN 8' MIN PE R C I T Y ST A N D A R D 4 5 ° NOTE: ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVE 2' 1. 7 5 ' 3. 7 5 ' 1'4.75' R 2 . 0 ' NO SCALE TRAFFIC ARROW3 24 " WIDTH OF LANE REFLECTIVE WHITE TRAFFIC PAINT STOP BAR7.6' 8. 6 ' SE E P L A N 6" STRIPE NO SCALE STOP BAR4 1 NOTES: CROSSWALKS: 1.PAINTED AREAS ARE TO BE CENTERED ON CENTER AND LANE LINES, EVEN IF INTERSECTION IS NOT ALIGNED. 2.LOCATION OF ZEBRA CROSSWALKS AND STOP BARS, SIGNAL LOOPS AND PED RAMPS ARE APPROXIMATE. FINAL LOCATIONS ARE TO BE DETERMINED AND FIELD VERIFIED DURING CONSTRUCTION BY THE FIELD ENGR. 3.ZEBRA CROSSWALKS ARE TO BE PARALLEL TO THE DRIVING LANE OR LANES. EVEN IF THE STREET IS ON AN ANGLE TO THE INTERSECTION. 4.A MIN. OF 1.5' CLEAR DISTANCE MUST BE LEFT ADJACENT TO THE CURB. IF LAST PAINTED AREA FALLS INTO THIS AREA, IT MUST BE OMITTED. NO SCALE PEDESTRIAN CROSSWALK5 PAVEMENT MARKINGS (TYP.) 12" STOP BAR 4' ℄ROADWAY 3' 3' 1. 5 ' MI N . UN P A I N T E D SU R F A C E 10' (TYP.) DR I V E LA N E DR I V E LA N E NOTES: 1 WHITE TRAFFIC PAINT IN AREAS AS SHOWN. 2 CONTRACTOR TO PROVIDE A SAMPLE PANEL FOR APPROVAL 6"4" 1/4" R 1 1 4" ADJACENT ASPHALT OR CONCRETE PAVEMENT EXPANSION JOINT IF ADJACENT TO CONCRETE CONCRETE SIDEWALK 6" 12 " AGGREGATE BASE COURSE NO SCALE INTEGRAL CONCRETE CURB & SIDEWALK6 N.T.S. STANDARD SIGN POST & STEEL PIPE BOLLARD9 36" 72" U-CHANNEL MUTCD STANDARD SIGN (SIZE, SHAPE AND COLORS). SEE SIGN CHART. STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6" TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK INTEGRAL SIDEWALK CURB SEE DETAIL ACCESSIBLE PARKING SIGN WITH BOLLARD SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRAL SIDEWALK CURB SEE DETAIL INTEGRAL SIDEWALK CURB SEE DETAIL (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A SECTION B-B B B AA N.T.S. ADA PARKING LAYOUT WITH INTEGRAL CURB8 NO PARKING SIGN (STANDARD SIGN POST), SEE DETAIL N.T.S. STOP SIGN7 NO PARKING 1 / 2 " 6" 12" 60 " - 6 6 " ' 18 " ACCESSIBLE PARKING SIGNAGE N.T.S. WHITE SYMBOL ON BLUE BACKGOUND LEGEND & BORDER: WHITE BACKGROUND: BLUE NOTES: 1.ALL LETTERS ARE 1" AERIES "C" PER MUTCD. 2.SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3.FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WITH WHITE LEGEND AND BORDER. 4.CONTRACTOR SHALL VERIFY FINE AMOUNT. 5.ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6.INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND STATE OF MINNESOTA ACCESSIBILITY CODE. 7.ALL ACCESSIBLE FEATURES TO BE IN STRICT ACCORDANCE WITH A.D.A STANDARDS AND LOCAL LAWS. 8.WHERE PROVIDED, THE BOTTOM OF "VAN ACCESSIBLE" SIGN SHALL BE BETWEEN 60"-66" FROM THE PARKING SURFACE. K-1479 12"x6" PLAQUE TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION N.T.S. ACCESSIBLE PARKING SIGNAGE10 ACCESSIBLE PARKING SYMBOL N.T.S. WI D T H PE R P L A N Page 135 of 165 TELEPHONE EX-MH RE = 922.40 EX-MH RE = 922.33 RE = 928.69 RIM=925.56 INV(SE)=918.26 15'' CON INV(N)=918.26 15'' CON RIM=932.14 INV(S)=917.14 15'' CON INV(N)=917.14 15'' CON RIM=935.95 INV(S)=925.60 24'' CON INV(N)=925.80 24'' CON INV(E)=925.80 15'' PVC RIM=935.96 INV(W)=925.96 15'' PVC INV(E)=926.81 15'' PVC RIM=933.66 INV(S)=921.41 24'' PVC INV(N)=924.31 24'' CON INV(E)=927.66 15'' PVC RIM=933.66 INV(W)=928.21 15'' PVC RIM=931.78 INV(SW)=918.03 24'' CON INV(NE)=920.38 24'' CON RIM=929.84 INV(E)=917.58 24'' CON INV(S)=914.52 24'' CON INVERTS ARE PER PLAN STRUCTURE NOT TO GRADE RIM=929.72 INV(N)=914.27 24'' CON INV(S)=911.47 24'' CON SANITARY SEWER AND UTILITY EASEMENT PER DOC. NO. 2592074 (EX.17) T NO PA R K I N G NO PA R K I N G NO PA R K I N G PROPOSED RESTAURANT AREA: ±10,000 SF FFE= ±930.00 CO CO CO CO 9 2 5 9 3 0 93 5 923 92 4 9 2 6 9 2 7 9 2 8 9 2 9 9 3 1 9 3 2 9 3 3 93 4 93 6 937 938 9 2 5 9 3 0 9 2 3 9 2 4 9 2 6 9 2 7 9 2 8 9 2 9 9 3 1 935 932 933 934 93 6 937 2.9 4 % 3.4 8 % 3.0 1 % 1. 5 6 % 3.6 0 % 6.0 8 % 3. 5 5 % 4. 0 7 % 3.94% 2. 4 6 % 2.34 % 2.70 % 1. 9 2 % 3.50% 5.3 3 % 4.1 2 % 2. 8 5 % 1. 1 0 % 3.2 5 % 0.62% 0. 4 3 % 0 . 4 5 % 1.50% 925 926 927 928 929 9 3 0 935 93 1 932 933 934 936 9 3 7 9 3 8 93 9 939 930 930 935 931 932 93 3 93 4 936 937 9 2 3 9 2 4 2 . 5 5 % 0.81% 1.56% 2.31% 7.37% 3.50% 0.83% 2 . 5 8 % 0.50% 0.42% 0.81% 1.64% 0. 3 7 % 0.93% 0. 0 0 % 1.64% 0. 3 7 % 1.40% 0. 3 8 % 1.19% 0. 3 6 % 1.20% 0. 3 6 % 1.41% 0. 3 8 % 1.85% 0. 3 9 % 1.84% 0. 3 8 % HP:929.72 929.52 929.52 LP:929.15 LP:929.06 G:933.24 G:933.64 G:933.76 G:933.65 T:933.43 G:932.93 G:932.52G:932.62 G:933.02 T:933.50 T:933.74 T:934.14 T:933.68 G:933.18 G:933.32 T:933.82 T:934.29 G:933.80 T:937.10 G:936.60 ME:937.27 ME:937.39 ME:938.90 ME:939.09 HP:938.35 938.28 HP:937.79 937.73 G:938.24 G:937.74 T:937.86 G:936.30 T:936.80 T:936.84 G:936.34 G:936.50 T:936.99 G:931.35 T:931.85 G:933.36 T:933.86 G:936.79 T:937.29 2.9 1 % 1 . 6 1 % T/G:938.32 T/G:937.76 ME:937.78 ME:936.18 938.78 938.93 937.39 937.52 G:936.93 T:937.43 T:937.53 G:937.03 2.48 % G:936.13 G:936.20 G:936.04 G:936.08 G:935.88 G:935.72 G:935.02 G:934.92 G:934.84 G:934.69 G:931.25 T:931.75 T:931.65 G:931.15 G:930.50 G:930.64 G:930.70 G:930.93 T:931.43 T:931.20 G:930.48 T:930.98 G:930.57 T:931.07 T:930.78 G:930.29 G:930.44 G:930.58 G:930.66 G:930.90 T:931.39 T:931.15 G:930.36 T:930.86 G:930.40 T:930.89 T:930.79 G:930.29 G:930.03 G:930.08 G:930.24 T:930.73 T:930.57 T/G:929.90 T/G:929.90 T/G:929.90 1.07% 1.07% 1. 3 0 % 1.00% 4. 6 5 % 1.04% 0. 0 2 % T:930.53 T:930.94 T:931.08 3. 9 7 % 2.7 3 % 3 . 5 4 % 2. 1 1 % 4: 1 2.9 7 % 6: 1 7: 1 3 . 1 2 % FFE = 930.0 FFE = 930.0 FFE = 930.0 FFE = 930.0 FFE = 930.0 FFE = 930.0 FFE = 930.0 929.96 929.96 929.96 929.96 929.60 929.50 T:929.69 G:929.20 G:929.40 T:929.90 929.90 G:929.59 G:929.63 929.96 929.96 929.90 929.91929.91 G:929.88 929.80 G:929.79 929.76 T/G:929.61T/G:929.84 G:929.51 T:930.00 G:930.82 T:931.32 G:931.30 T:931.80 T:931.89 G:931.38 G:931.79 T:932.29 T:931.71 G:931.21 T:930.87 G:930.37 T:930.33 G:929.84 G:929.93 LP:929.96 T:930.43 T:929.62 G:929.12 ME:928.24 ME:926.74 G:928.50 G:927.85 G:927.94 G:928.02 T:928.52 7:1 T:929.59 G:929.09 T:934.26 T:934.15 T:933.01 T:933.12 3.48 % G:929.50 T:930.00 G:934.79 T:936.58 T:936.70 T:936.63 T:936.54 T:936.22 T:936.38 T:935.42 T:935.52 T:935.34 T:935.19 T:935.29 4.1 3 % 1.94 % 1 . 9 5 % 929.72 929.72 929.90 TW:929.50 TW:929.50 BW:927.00 TW:929.10 BW:928.40 TW:929.50 BW:927.32 BW:928.50 9. 3 8 % 2.48% 2.48% 2.48% 0. 0 0 % 5: 1 5: 1 11 : 1 9 3 5 9 3 1 9 3 2 9 3 3 9 3 4 HP:929.96 HP:929.97 0.57 % 929.90 929.40 0. 5 0 % 0. 5 0 % 0. 5 0 % 3. 4 4 % 0. 5 0 % 3. 4 4 % 929.40 929.90 929.97 LP:929.45 5.3 1 % 930.00 929.80 930.00 930.00 930.00 938.05 937.97 1.5 9 % 1.3 8 % 1.6 3 % 0.5 4 % T:938.74 45 . 9 0 % 1. 8 3 % 1. 9 5 % 0.73%0.30% Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G P L A N . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 4 6 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 PR E P A R E D F O R GR A D I N G A N D DR A I N A G E P L A N C500 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C 0.00%PROPOSED GRADE BETWEEN POINTS NORTH Know what'sbelow. before you dig.Call R SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 TOP NUT OF HYDRANT NEAR THE SOUTH PROPERTY LINE ELEVATION=931.67 SBM #2 SANITARY MANHOLE ELEVATION=940.98 BENCHMARKS Page 136 of 165 T TELEPHONE EX-MH RE = 922.40 EX-MH RE = 922.33 RE = 928.69 RIM=925.56 INV(SE)=918.26 15'' CON INV(N)=918.26 15'' CON RIM=932.14 INV(S)=917.14 15'' CON INV(N)=917.14 15'' CON RIM=935.95 INV(S)=925.60 24'' CON INV(N)=925.80 24'' CON INV(E)=925.80 15'' PVC RIM=935.96 INV(W)=925.96 15'' PVC INV(E)=926.81 15'' PVC RIM=933.66 INV(S)=921.41 24'' PVC INV(N)=924.31 24'' CON INV(E)=927.66 15'' PVC RIM=933.66 INV(W)=928.21 15'' PVC RIM=931.78 INV(SW)=918.03 24'' CON INV(NE)=920.38 24'' CON RIM=929.84 INV(E)=917.58 24'' CON INV(S)=914.52 24'' CON INVERTS ARE PER PLAN STRUCTURE NOT TO GRADE RIM=929.72 INV(N)=914.27 24'' CON INV(S)=911.47 24'' CON SANITARY SEWER AND UTILITY EASEMENT PER DOC. NO. 2592074 (EX.17) NO PA R K I N G NO PA R K I N G NO PA R K I N G PROPOSED RESTAURANT AREA: ±10,000 SF FFE= ±930.00 CO ROOF DRAIN IE:925.89 N ROOF DRAIN IE:925.24 N ROOF DRAIN IE:924.00 S CONNECT TO EXISTING STRM IE:917.58 N CO 101B RE:929.91 IE:923.90 N IE:923.90 E CBMH 102 RE:929.15 IE:924.48 W IE:924.48 S CBMH 101 RE:929.06 IE:922.01 N IE:922.01 SW IE:919.01 E 101 LF - 15" SCH 40 PVC @ 1.28% 141 LF - 12" HDPE @ 1.75% 5 LF - 8" PVC @ 1.00% 5 LF - 8" PVC @ 2.04% 74 LF - 8" PVC @ 2.04% CO CO CO 71 LF - 12" SCH 40 PVC @ 1.00% 12 LF - 8" PVC @ 1.00% CBMH 103 RE:929.54 IE:925.54 S IE:925.54 E CO 103A RE:929.97 IE:925.84 S IE:925.84 W CO 102A RE:929.87 IE:924.83 S IE:924.83 W IE:924.83 E 20 LF - 8" PVC @ 2.00% 11 LF - 15" HDPE @ 1.28% 19 LF - 8" PVC @ 2.04% CO 101A RE:929.20 IE:922.40 W IE:922.40 NE CBMH 100 CBMH 48" DIA. WITH 4' SUMP RE:929.45 IE:917.72 W IE:917.71 S WYE CONNECTION 7 LF - 8" PVC @ 1.00% 11 LF - 8" PVC @ 1.00% 35 LF - 12" SCH 40 PVC @ 1.00% Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - S T O R M S E W E R P L A N . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 2 1 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M © PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D PR E P A R E D F O R ST O R M S E W E R PL A N C501 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C STORM SEWER NOTES 1.INSTALL STORM SEWER IN ACCORDANCE WITH CITY OF ROSEMOUNT, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76, FOR ALL PIPE UNDER THE ROADWAY HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 SUBSOIL DRAIN PER MN PLUMBING CODE SECTION 1102.5, PE PER ASTM F405 OR PVC PER ASTM D2729 PVC SDR 26 PER ASTM D-3034 WHEN STORM SEWER CROSSES ABOVE WATERMAIN: STORM SEWER FITTINGS SHALL BE PVC SHC 40 PER ASTM D-1785 (18" MINIMUM VERTICAL CLEARANCE OUTER EDGE TO OUTER EDGE) STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 WHEN STORM SEWER CROSSES ABOVE WATERMAIN: STORM SEWER FITTINGS SHALL BE PVC SHC 40 PER ASTM D-2665 (18" MINIMUM VERTICAL CLEARANCE OUTER EDGE TO OUTER EDGE) 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. NORTH Know what'sbelow. before you dig.Call R Page 137 of 165 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G D E T A I L S . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 2 1 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E P A R E D F O R GR A D I N G D E T A I L S C502 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C FO R R E F E R E N C E O N L Y Page 138 of 165 TELEPHONE EX-MH RE = 922.40 EX-MH RE = 922.33 RE = 928.69 RIM=925.56 INV(SE)=918.26 15'' CON INV(N)=918.26 15'' CON RIM=932.14 INV(S)=917.14 15'' CON INV(N)=917.14 15'' CON RIM=935.95 INV(S)=925.60 24'' CON INV(N)=925.80 24'' CON INV(E)=925.80 15'' PVC RIM=935.96 INV(W)=925.96 15'' PVC INV(E)=926.81 15'' PVC RIM=933.66 INV(S)=921.41 24'' PVC INV(N)=924.31 24'' CON INV(E)=927.66 15'' PVC RIM=933.66 INV(W)=928.21 15'' PVC RIM=931.78 INV(SW)=918.03 24'' CON INV(NE)=920.38 24'' CON RIM=929.84 INV(E)=917.58 24'' CON INV(S)=914.52 24'' CON INVERTS ARE PER PLAN STRUCTURE NOT TO GRADE RIM=929.72 INV(N)=914.27 24'' CON INV(S)=911.47 24'' CON RIM=924.53 INV(E)=910.78 8'' CON INV(W)=910.73 CON RIM=925.22 INV(N)=911.37 8'' CON INV(W)=911.32 8'' CON SANITARY STUB PER PLAN WATERMAIN STUB PER PLAN WATERMAIN STUB PER PLAN SANITARY SEWER AND UTILITY EASEMENT PER DOC. NO. 2592074 (EX.17) NO PA R K I N G NO PA R K I N G NO PA R K I N G PROPOSED RESTAURANT AREA: ±10,000 SF FFE= ±930.00 T COCO 6" WATERLINE 8" TO 6" REDUCER 45° BEND 45° BEND SCHIER GB-1500 OR APPROVED EQUAL WITH RISERS - SEE DETAIL GAS METER SS-104 CLEANOUT RE:929.79 IE:923.19 W IE:923.19 E SWWR SERVICE CONNECTION IE:922.50 E SWWR SERVICE CONNECTION IE:924.00 N SS-103 48" SSWR MH RE:929.88 IE:922.30 W IE:922.30 S SS-101 48" SSWR MH RE:928.59 IE:915.52 N IE:915.52 W SS-100 48" SSWR DROP MH CONNECT TO EXISTING SANITARY SEWER STUB RE:926.89 IE:913.81 E IE:911.83 S GI CONNECTION IE:923.36 W GI CONNECTON IE:923.25 E SS-102 WYE CONNECTION IE:920.66 N IE:920.66 W IE:920.66 S 103 LF - 6" PVC @ 5.00% 85 LF - 6" PVC @ 2.00% 29 LF - 6" PVC @ 2.00% 44 LF - 6" PVC @ 2.00% 66 LF - 6" PVC @ 2.50% 39 LF - 6" PVC @ 4.71% 3 LF - 6" PVC @ 2.00% SSWR-STRM XING STRM BP: 923.52 SSWR TP: 921.62 SSWR-STRM XING STRM BP: 918.89 SSWR TP: 916.79 6" WATERLINE FIRE / WATER SERVICE CONNECTION WTR-STRM XING WTR BP: 921.51 STRM TP: 920.01 SWWR-STRM XING STRM BP: 925.01 SSWR TP: 924.06 3 LF - 6" PVC @ 2.00% SS-105 CLEANOUT RE:931.53 IE:923.42 S IE:923.42 E CONNECT TO EXISTING 8" PVC LINE EXTEND 8" WATERLINE STUB & PLUG INTO NORTH LOT 45° BEND WTR-STRM XING STRM BP: 925.23 WTR TP: 922.40 5 . 0 ' 9.7'10.0' 4. 0 ' Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y P L A N . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 2 2 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED PR E P A R E D F O R UT I L I T Y P L A N C600 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C NORTH Know what'sbelow. before you dig.Call UTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 5.WATER LINES SHALL BE AS FOLLOWS: CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, MANHOLE CASTINGS TO BE FLUSH WITH FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. Page 139 of 165 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y D E T A I L S . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 2 3 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E P A R E D F O R UT I L I T Y D E T A I L S C601 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C FO R R E F E R E N C E O N L Y Page 140 of 165 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y D E T A I L S . d w g M a r c h 2 0 , 2 0 2 5 - 9 : 2 3 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M PR E P A R E D F O R UT I L I T Y D E T A I L S C602 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . AL A N L . C A T C H P O O L 03 / 1 9 / 2 0 2 5 47 9 6 9 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N KA H KA H AL C FO R R E F E R E N C E O N L Y Page 141 of 165 LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING SHRUB (TYP.) EXISTING PERENNIALS (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SEEDING/ SEEDING ALL DISTURBED AREAS (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) EXISTING TREE TO REMAIN (TYP.) SOD (TYP.) A B C D T NO PA R K I N G NO PA R K I N G NO PA R K I N G PROPOSED RESTAURANT AREA: ±10,000 SF FFE= ±930.00 505 506 B A B B B B B D B A B B B C C C D D D D D B A D ORDINANCE CHART ZONING: MX-2 REQUIREMENT REQUIRED PROVIDED PLANTING QUANTITIES 1 tree / 3,000 S.F. land area. Spacing must include trees at the boulevard at 50' minimum. Minimum of 75% total stock to be deciduous trees. 1 foundation planting / 10 L.F. of building perimeter. Shrubs shall be planted a minimum of 1 3 the mature size of typical growth habits. 38 TREES = 113,256 S.F. / 3,000 43 FOUNDATION PLANTINGS = 426 L.F. / 10 38 TREES 18 deciduous trees 3 existing deciduous trees 8 coniferous trees 9 ornamental trees 90 FOUNDATION PLANTINGS 28 deciduous shrubs 18 coniferous shrubs 44 ornamental grasses PARKING LOT LANDSCAPING: Minimum of 10% of the parking area shall be landscaped. This landscaping shall be located on islands, peninsulas or the like within the perimeter of the parking area. A minimum of one island, peninsula or the like shall be located within each 6,000 square feet of vehicular used area. A minimum of 1 tree shall be required / 10 parking spaces. Remaining area to be landscaped with shrubs and groundcover not to exceed 2 feet in height. 5,768 S.F. LANDSCAPED PARKING AREA = 57,681 S.F. * .01 10 PENINSULA, ISLAND OR THE LIKE = 57,681 S.F. / 6,000 S.F. 16 TREES = 154 parking spaces / 10 4,721 S.F. LANDSCAPED PARKING AREA 14 PENINSULA, ISLAND OR THE LIKE 16 TREES GENERAL: Deciduous trees shall have a clear trunk of at least 5 feet above the ground and a caliper of at least 2.5 inches. Coniferous trees shall be at least 4 feet in height. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME N/A CAL. CONIFEROUS TREE BHS 3 BLACK HILLS SPRUCE PICEA GLAUCA `DENSATA`B & B 6`-12` HT. WHP 5 WHITE PINE PINUS STROBUS B & B 6`-12` HT. ORNAMENTAL TREE NRB 4 EASTERN REDBUD CERCIS CANADENSIS B & B 1.75" CAL MIN QUA 9 QUAKING ASPEN POPULUS TREMULOIDES B & B 1.5" CAL. OVERSTORY TREE BOL 7 BOULEVARD LINDEN TILIA AMERICANA `BOULEVARD`B & B 2.5" CAL. IHL 6 IMPERIAL HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`B & B 2.5" CAL. KCY 5 ESPRESSO KENTUCKY COFFEETREE GYMNOCLADUS DIOICA `ESPRESSO`B & B 2.5" CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING CONIFEROUS SHRUBS SGJ 6 SEA GREEN JUNIPER JUNIPERUS CHINENSIS `SEA GREEN`#5 CONT.5` O.C. TAU 5 TAUTON YEW TAXUS X MEDIA `TAUNTONII`#5 CONT.5` O.C. WBM 18 MUGO WHITE BUD PINE PINUS MUGO `WHITE BUD`#5 CONT.3` O.C. DECIDUOUS SHRUBS GLS 29 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW`#5 CONT.4` O.C. LDN 23 LITTLE DEVIL NINEBARK PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM #5 CONT.4` O.C. WIL 23 DWARF BLUE ARCTIC WILLOW SALIX PURPUREA 'NANA'#5 CONT.4` O.C. PERENNIALS ALL 15 MILLENIUM ORNAMENTAL ONION ALLIUM X `MILLENIUM`#1 CONT.1.5` O.C. PCF 26 POWWOW WHITE CONEFLOWER ECHINACEA PURPUREA 'PAS702918'#1 CONT 12" HT 6" SPR 18" O.C. WLC 51 WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW'#1 CONT.30" O.C. PERENNIALS AND GRASSES HMS 51 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT.3` O.C. KFC 62 KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`#1 CONT 30" O.C. PDH 48 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT 24" O.C. PLANT SCHEDULE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . D W G M a r c h 2 0 , 2 0 2 5 - 9 : 2 4 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M Know what'sbelow. before you dig.Call PR E P A R E D F O R LA N D S C A P E P L A N L100 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A 03 / 1 9 / 2 0 2 5 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N CF K CF K RA H NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. = MINIMUM O.C. = ON CENTER SP. = SPECIES QTY. = QUANTITY NORTH Page 142 of 165 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T W C _ L D E V \ K o r e y B a n n e r m a n \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E D E T A I L S . D W G M a r c h 2 0 , 2 0 2 5 - 9 : 2 5 a m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER 4' MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 17.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE TRAP ROCK, BUFF LIMESTONE, RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PRE-EMERGENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 19.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SOD 20.ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 21.PROVIDE IRRIGATION / PROVIDE NEW SYSTEM, OR MODIFY EXISTING IRRIGATION PER OWNERS DIRECTION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. CONTROLLER TO BE COMMERCIAL GRADE, EPA WATERSENSE APPROVED, CAPABLE OF FLOW SENSING AND OPERATING A MASTER VALVE ON / OFF BY STATION. IRRIGATION SYSTEM TO INCLUDE FLOW SENSOR AND WIRED RAIN / FREEZE SENSOR. PROVIDE MASTER VALVE. THE IRRIGATION SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ZONE PARAMETERS: HEAD-TO-HEAD COVERAGE AND NO SPRAYING OVER WALKS. SEPARATE LAWN ZONES BY MICROCLIMATE- LAWN ON NORTH SIDE OF BUILDING VS LAWN ON SOUTH SIDE OF BUILDING, LAWN ON SLOPE VS LAWN ON LEVEL GRADE. LAWN AREAS TO HAVE MULTI-STREAM ROTARY SPRINKLERS/ SPRAYS/ ROTORS. SHRUB AND PERENNIAL BED AREAS TO HAVE DRIP. TREES IN LAWN AREA TO BE COVERED BY MULTI-STREAM ROTARY SPRINKLERS/ SPRAYS/ ROTORS. TREES IN SHRUBS / PERENNIAL BED AREA TO BE WATERED WITH DRIP IRRIGATION. ALL IRRIGATION HEADS TO BE PRESSURE REGULATED. ESTABLISHMENT 22.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 25.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES PR E P A R E D F O R LA N D S C A P E DE T A I L S L101 CO P P E R P I N T KO R E Y B A N N E R M A N RO S E M O U N T MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A 03 / 1 9 / 2 0 2 5 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 2 9 3 0 0 0 03 / 1 9 / 2 0 2 5 AS S H O W N CF K CF K RA H Page 143 of 165 SHEET: PH100 Page 144 of 165 SHEET: PH101 Page 145 of 165 COPPER PINT RESTAURANT ROSEMOUNT , MN Mark Revision / Issue Date Architectural Consortium, L.L.C. 2024 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N A2.1 FIRST FLOOR PLAN Page 146 of 165 COPPER PINT RESTAURANT ROSEMOUNT , MN Mark Revision / Issue Date Architectural Consortium, L.L.C. 2024 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N A2.2 SECOND FLOOR PLAN Page 147 of 165 COPPER PINT RESTAURANT ROSEMOUNT , MN Mark Revision / Issue Date Architectural Consortium, L.L.C. 2024 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N A2.3 ROOF PLAN Page 148 of 165 ADDRESS # FDC COPPER PINT COPPER PINT RESTAURANT ROSEMOUNT , MN Mark Revision / Issue Date Architectural Consortium, L.L.C. 2024 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N A3.1 EXTERIOR ELEVATIONS Page 149 of 165 COPPER PINT COPPER PINT COPPER PINT RESTAURANT ROSEMOUNT , MN Mark Revision / Issue Date Architectural Consortium, L.L.C. 2024 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N A3.2 EXTERIOR ELEVATIONS Page 150 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: Amber Fields 7th Addition, Final Acceptance AGENDA SECTION: CONSENT AGENDA PREPARED BY: Brian Erickson, City Engineer AGENDA NO. 6.i. ATTACHMENTS: Resolution, Amber Fields 7th Map APPROVED BY: LJM RECOMMENDED ACTION: Adopt a resolution accepting Amber Fields 7th Addition, City Project 2022- 22 BACKGROUND Amber Fields 7th Addition, City Project 2022-22, is a town home neighborhood that was constructed west of Akron Avenue and north of 148th Street. As part of that construction, no public infrastructure was installed. Construction began in 2023 and is nearly completed. The developer is in the process of providing all close-out documentation and administrative requirements which should be completed within the next 3 weeks. RECOMMENDATION Staff recommends that City Council adopt the resolution accepting the improvements contingent upon finalization of all administrative requirements. Page 151 of 165 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025-XX A RESOLUTION ACCEPTING THE IMPROVEMENTS FOR AMBER FIELDS 7TH ADDITION CITY PROJECT 2022-22 WHEREAS, the developer has requested the City accept the improvements, and; WHEREAS, the developer is in the process of completing all required close out documentation. BE IT RESOLVED, by the City Council of the City of Rosemount, Minnesota. The work completed under said agreement is hereby accepted contingent upon receipt of all close out documentation. ADOPTED this 20th day of May 2025. Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 152 of 165 Page 153 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: Request by Keystone Development Partners for the vacation of certain areas of drainage and utility easements on Lots 7 and 8 in the Biscayne Business Park AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 7.a. ATTACHMENTS: Resolution, Site Location, Vacation Exhibit, Site Plan APPROVED BY: LJM RECOMMENDED ACTION: Motion to adopt a resolution approving the vacation of certain areas of the existing drainage and utility easements within lots 7 and 8 of the Biscayne Business Park. BACKGROUND The City Council is being asked to consider a request to vacate portions of the existing drainage and utility easements within lots 7 and 8 in the Biscayne Business Park. The Biscayne Business Park is located near the intersection of Biscayne Avenue and 160th Street West (CSAH 46). The Planning Commission approved a site plan to allow the applicant to construct 5 office/warehouse buildings on 3 parcels, lots 6, 7, and 8 of the Biscayne Business Park. Subsequently, the City Council approved the vacation of perimeter easements between each of the three parcels to allow the parcels to be developed as a single site. The applicant has been in discussions with staff about developing the two eastern parcels, lots 7 and 8, first and eventually developing the western parcel. This phased approach to the development of the site has necessitated some slight reconfiguration of the site from the originally approved site plan. No change to the number of buildings or their general location is proposed, and the standards and regulations of the zoning ordinance continue to be met. Therefore, no additional review before the Planning Commission is needed. The easement areas to be vacated cover the southern portion of two stormwater ponds. When the developer designed the site, they envisioned the lots being developed individually with stormwater being managed on each parcel. Because the developer is proposing to develop the subject parcels as a single project, they are able to redesign the two stormwater ponds into one pond that takes up less space. The design of the final stormwater pond will be reviewed by the City's engineer for conformance with the City's standards. RECOMMENDATION Staff recommends approval of the proposed easement vacation. Page 154 of 165 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025-XX A RESOLUTION APPROVING THE VACATION OF THE DRAINAGE AND UTILITY EASEMENTS ON LOTS 7 AND 8, BLOCK 1, BISCAYNE BUSINESS PARK WHEREAS, the City of Rosemount received an application from Keystone Development Partners (Applicant) for the vacation of portions of drainage and utility easements on Lots 7 and 8 in the Biscayne Business Park; and WHEREAS, the City Council reviewed this request and conducted a public hearing on May 20, 2025. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Vacation of the Drainage and Utility Easements, described as follows: The south 33.00 feet of the north 109.85 feet of the east 83.70 feet of Lot 7, Block 1, in Biscayne Business Park, as the same is platted and recorded in the office of the County Recorder of Dakota County, Minnesota. AND The south 33.00 feet of the north 109.85 feet of the west 89.10 feet of Lot 8, Block 1, in Biscayne Business Park, as the same is platted and recorded in the office of the County Recorder of Dakota County, Minnesota. ADOPTED this 20th day of May 2025, by the City Council of the City of Rosemount. __________________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk Page 155 of 165 Page 156 of 165 N89°34'05"E S89°34'05"W 83.70 N0 0 ° 0 0 ' 2 1 " W 33 . 0 0 N89°34'05"E 83.70 S0 0 ° 0 0 ' 2 1 " E 33 . 0 0 N89°34'05"E 89.10 S0 0 ° 0 0 ' 2 1 " E 33 . 0 0 S89°34'05"W 89.10 33 33 83.70 89.10 10 9 . 8 5 10 9 . 8 5 Steven J. Thompson, Date L.S. No. 22705 Survey: Drawn by: Revised date: Date: Job No: Coord-System: 515 South Washington Ave. Albert Lea, MN 56007 507-373-4876 415 West North Street Owatonna, MN 55060 507-451-4598Engineers + Surveyors I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. 24-342VACATION3.DWG COPYRIGHT This document is the property of Jones, Haugh & Smith Inc. and may not be used, copied or duplicated without prior written consent. JONES HAUGH SMITH 2/25/2025 - - ADM Page 1 of 2 MNDOT CO. NAD83 1996 - FOR: KDP LLC. 0' SCALE IN FEET SCALE: 1" = 30' 30' 60'15' CERTIFICATE OF SURVEY IN LOTS 7 & 8, BLOCK 1, BISCAYNE BUSINESS PARK ROSEMOUNT, DAKOTA COUNTY, MINNESOTA = 5/8 Inch x 16 Inch iron stake monument = Iron stake monument-Found (Capped SJT 22705)-Placed LEGEND: PREPARED LEGAL DESCRIPTION PARCEL F: The south 33.00 feet of the north 109.85 feet of the east 83.70 feet of Lot 7, Block 1, in Biscayne Business Park, as the same is platted and recorded in the office of the County Recorder of Dakota County, Minnesota. PARCEL G: The south 33.00 feet of the north 109.85 feet of the west 89.10 feet of Lot 8, Block 1, in Biscayne Business Park, as the same is platted and recorded in the office of the County Recorder of Dakota County, Minnesota. Page 157 of 165 10.16' 20.00' 24.82' 10.00' TYP. 29.77' 25.36' 30.37' 29.77'35.43' 20.0' TYP. 40.13' R5.00' R15.28' R15.00' R4.00'R4.00' R5.00' R14.67'R15.00' 23.81' HARDSCAPE & LANDSCAPE PLAN C3 Co n s u l t a n t : Sheet Title: Revision: Pr o j e c t : Sheet No.: En g i n e e r s + S u r v e y o r s 51 5 S o u t h W a s h i n g t o n A v e . A l b e r t L e a , M N 5 0 7 - 3 7 3 - 4 8 7 6 No.: 24-342 Drawn: Project Manager: Project Status: Date: Checked:bjj ZONING NOTES B2 EMPLOYMENT DISTRICT BUILDING SETBACKS: FRONT: 30' SIDE: 10' REAR: 10' 2/22/2025 1"=30' KD P W A R E H O U S E LOT AREA (LOTS 7,8): 3.28 ACRES PROPOSED IMPERVIOUS AREA: 2.00 ACRES WATER QUALITY VOLUME REQUIRED: 7230 CU. FT. WATER QUALITY VOLUME PROVIDED: SEE DRAINAGE PLAN/REPORT BY OTHERS IMPERVIOUS COVERAGE Page 158 of 165 EXECUTIVE SUMMARY City Council Regular Meeting: May 20, 2025 AGENDA ITEM: Request by Morrison Partners, LLC., for the vacation of ingress and egress and parking easements within the Morrison 1st Addition Plat. AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 7.b. ATTACHMENTS: Resolution, Site Location, Vacation Exhibit APPROVED BY: LJM RECOMMENDED ACTION: Motion to adopt a resolution approving the vacation of the ingress and egress and parking easement at The Morrison apartment building. BACKGROUND The City approved The Morrison plat in 2020 when the now-built apartment building was approved. At that time, the City Council also approved the vacation of a number of easements located within the development area. Prior to its current state, the site comprised several parcels and different uses, such as a shopping center, an automobile repair shop, and a bar called Shenanigans. When the building that housed Shenanigans was originally constructed in the 1950's as a municipal liquor store, certain easements were granted for the purposes for parking and for ingress and egress. The applicant and staff are unaware why these easements were not identified during the title search when the parcels were assembled for The Morrison in 2020. The City has no interest in this property, and there is no need to retain these easements. Therefore, vacation is the appropriate action. RECOMMENDATION Staff recommends approval of the proposed easement vacation. Page 159 of 165 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2025-XX A RESOLUTION APPROVING THE VACATION OF INGRESS AND EGRESS AND PARKING EASEMENTS AT THE MORRISON WHEREAS, the City of Rosemount received an application from Morrison Partners, LLC. (Applicant) for the vacation of ingress and egress and parking easements; and WHEREAS, these easements are no longer needed by the City; and WHEREAS, the City Council reviewed this request and conducted a public hearing on May 20, 2025. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Vacation of the Drainage and Utility Easements, described and depicted on the attached Ingress and Egress and Parking Easement Vacation Exhibit dated April 29, 2025. ADOPTED this 20th day of May 2025, by the City Council of the City of Rosemount. __________________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk Page 160 of 165 Page 161 of 165 20 18 18 Ingress and Egress Easement per Doc. No. 305948 Parking Easement per Doc. No. 305948 20 (b) (a) MINNESOTA CERTIFICATION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 29th day of April, 2025 ______________________________________________ Rory L. Synstelien Minnesota License No. 44565 Project No. 19336.03 SHEET 1 OF 1 10050 SCALE IN FEET 0 5000 GLENWOD AVENUE GOLDEN VALLEY, MN 55420 CivilSiteGroup.com DESCRIPTION OF EASEMENTS TO BE VACATED Those easements for ingress and egress and parking purposes over all of Lot 53 and the Southerly 23 feet of Lot 52, Auditor's Subdivision No. 1, Village of Rosemount, Dakota County, Minnesota, subject to Trunk Highway No. 3; recorded as Document No. 305948, Book 284 of Deeds, Page 191, Office of the County Recorder, Dakota County, Minnesota. Said easements being described as follows: (a) The southerly 18 feet of the aforesaid 38 foot strip for vehicle parking for patrons of the shopping center and the Village Municipal Building. (b) A strip of land 20 feet wide, adjacent and immediately north of the strip described at (a) for vehicle ingress and egress to the parking area described at (a). Drawn By:TH Page 162 of 165 Page 163 of 165 Page 164 of 165 Page 165 of 165