The URL can be used to link to this page

2023.10.17 Council Meeting Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Oct. 13, 2023 City Council Meeting Schedule Tuesday, Oct. 17, 2023 Time Meeting Location 6:30 p.m. City Council work session to discuss: 1. West Metro Fire-Rescue District quarterly update. 2. Crystal Cove Aquatic Center update. 3. City Council liaison reports. 4. City manager monthly check-in. 5. Constituent issues. 6. New business. 7. Announcements. Council Chambers/Zoom 7 p.m. City Council meeting Council Chambers/Zoom Immediately following the City Council meeting Economic Development Authority (EDA) Meeting Council Chambers/Zoom Immediately following the EDA meeting Continuation of City Council work session, if necessary Council Chambers/Zoom The public may attend the meetings via Zoom by connecting through one of the methods identified below. Topic: Crystal City Council work session, City Council meeting, EDA meeting and continuation of City Council work session, if necessary. Time: Oct. 17, 2023, at 6:30 p.m. Central Time (US and Canada) Join Zoom Meeting: https://us02web.zoom.us/j/86830441297?pwd=N2o0dERXYTV0SE1NeGVGQ0xuaVlBdz09 Meeting ID: 868 3044 1297 Passcode: 414141 One tap mobile: +19292056099,,86830441297#,,,,*414141# US (New York) +13017158592,,86830441297#,,,,*414141# US (Washington DC) Dial by your location: +1 929 205 6099 US (New York) +1 669 444 9171 US +1 301 715 8592 US (Washington DC) +1 669 900 6833 US (San Jose) +1 305 224 1968 US +1 689 278 1000 US +1 309 205 3325 US +1 719 359 4580 US +1 312 626 6799 US (Chicago) +1 253 205 0468 US +1 646 931 3860 US +1 253 215 8782 US (Tacoma) +1 507 473 4847 US +1 346 248 7799 US (Houston) +1 564 217 2000 US +1 360 209 5623 US +1 386 347 5053 US Find your local number: https://us02web.zoom.us/u/kcRE45ShB Auxiliary aids are available upon request to individuals with disabilities by calling the city clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Oct. 13, 2023 City Council Work Session Agenda Tuesday, Oct. 17, 2023 6:30 p.m. Council Chambers/Zoom Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the work session of the Crystal City Council was held on Tuesday, Oct. 17, 2023, at ______ p.m. in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, MN and via Zoom. If the agenda items are not completed in time for the City Council meeting at 7 p.m., the work session will be continued and resumed immediately following the Economic Development Authority meeting. The public may attend the meeting via Zoom by connecting to it through one of the methods identified on the City Council Meeting Schedule for Tuesday, Oct. 17, 2023. I. Attendance Council members Staff ____ Kamish ____ Bell ____ Kiser ____ Gilchrist ____ Onesirosan ____ Therres ____ Adams ____ Elholm ____ Budziszewski ____ Larson ____ Cummings ____ Olson ____ Eidbo ____ Ray ____ Revering ____ Serres II. Agenda The purpose of the work session is to discuss the following agenda items: 1. West Metro Fire-Rescue District quarterly update. 2. Crystal Cove Aquatic Center update. 3. City Council liaison reports.* 4. City manager monthly check-in. 5. Constituent issues.* 6. New business.* 7. Announcements.* III. Adjournment The work session adjourned at ______ p.m. * Denotes no supporting information included in the packet. Auxiliary aids are available upon request to individuals with disabilities by calling the city clerk at (763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529. 1 West Metro Fire-Rescue District October 17, 2023 Crystal Quarterly Update ADMINISTRATION/OPERATIONS REPORT Sarah Larson, Fire Chief Calls for Service Report January 1 – August 31, 2023 Total Calls for Service 1400 Estimated fire loss $ 2,162,929 Crystal 568 New Hope 784 Mutual Aid 48 January 1 – December 31, 2022 Total Calls for Service 2128 with 2 severe weather Crystal 959 Estimated fire loss $1,501,240 New Hope 1099 Mutual Aid 68 January 1 – December 31, 2021 Total Calls for Service 2124 Estimated fire loss $1,703,242 Crystal 890 New Hope 1,169 Mutual Aid 65 January 1 – December 31, 2020 Total Calls for Service 1828 Estimated fire loss $1,313,433 Crystal 781 New Hope 983 Mutual Aid 64 Not responded to per COVID-19 Protocols 178 Fires EMS/Rescue Hazardous Condition Service Call Good Intent Fire Alarm Severe Weather Total Mutual/Auto Aid 37 27%0 0 0 11 14%0 0 48 3% New Hope 54 39%454 57%73 56%21 60%36 47%146 65%0 784 56% Crystal 46 34%343 43%57 44%14 40%30 39%78 35%0 568 41% Total 137 9%797 57%130 10%35 4%77 5%224 15%1400 100% 0 200 400 600 800 1000 1200 1400 1600 2023 Calls for Service Jan 1-Aug 31 2 January 1 – December 31, 2019 Total Calls for Service 2018 Estimated fire loss $2,276,913 January 1 – December 31, 2018 Total Calls for Service 1856 Estimated fire loss $632,167 January 1 – December 31, 2017 Total Calls for Service 1922 Estimated fire loss $588,517 January 1 – December 31, 2016 Total Calls for Service 1573 Estimated fire loss $1,637,094 January 1 – December 31, 2015 Total Calls for Service 1514 Estimated fire loss $657,914 January 1 – December 31, 2014 Total Calls for Service 1663 Estimated fire loss $1,861,162 January 1 – December 31, 2013 Total Calls for Service 1448 Estimated fire loss $357,182 January 1 – December 31, 2012 Total Calls for Service 1349 Estimated fire loss $169,900 January 1 – December 31, 2011 Total Calls for Service 1638 Estimated fire loss $318,749 ADMINISTRATION Assistant Chief of Administration, Joel Nelson Public Events - 25 Year Anniversary & Open House, July 6th - Engine 1 in the Whiz Bang Parade, July 9th - YMCA Tour of Station 3, July 28th - Crystal Frolics, July 27-30 - National Night Out / Night 2 Unite, August 1st - Wet & Wild Water Day, August 4th - St. Raphael’s Church Festival, August 5th - New Hope Lions Corn Feed, August 9th - Tower 1 to the Holy Nativity Childcare Center, August 11th - Engine 1 to the HyVee Family Event, August 12-13 - New Hope Safety Camp, August 15-17 - La Petite Daycare, End of Summer Party, September 1st - Armstrong Girls Tennis Team held a Car Wash at Station 3, September 10th - Vehicle Fair, September 16th - WM Honor Guard to the Fallen Firefighter Memorial Ceremony, September 24th - Station tours - Home Safety Surveys Retirement / Resignation Firefighter Krista Nielsen resigned on October 4th after serving the District for nearly 5 years. Leave of Absence (LOA) We have added Adam Cummings (personal), Tom Eliason (medical) & Pete Goldsmith (medical) to our list of members on leave from the District. We have a total of 10 members on leave currently; 1 on military, 4 on medical & 5 on personal leaves. Staffing We are currently at 8 fulltime & 59 paid, on-call firefighters of which 10 are on LOA. 3 SAFER Lieutenants We have posted internally for these 3 positions; the application period closes October 16th at 4:30pm. Explorers The West Metro Explorer Post had a busy summer training twice per month plus attending many of the public events listed above. Some have also branched out into the honor guard events, hopefully this will be another area that they get active with. Honor Guard Our honor guard team participated in the Fallen Firefighters Memorial Ceremony at the State Capital on Sunday, September 24th. FD Awards Banquet This banquet was held on Friday, September 29th at Chief Larson’s rooftop party room. The award recipients for 2023 are: Years of Service Awards 15 Years – Charlie Black & Matt Rowedder 10 Years – Ed Forcier & William Leaf 2023 Douglas C. Smith Award for Excellence – Jake Wheeler 2023 Fire Officer of the Year – Brandon Clark 2023 Firefighter of the Year Award – Spencer Specht 2023 Rookie of the Year Award – Alyssa Anderson Customer Service Award Charlie Black Louis Biondo Eric Grimes Inspiration Award Jason Braun Brandon Clark Jacob Wheeler Eric Grimes Olivia Brown Joe Konradt Madison Morrow Alyssa Anderson Innovation Award Brandon Clark Josh Kunde 4 Chief’s Commendation Shelby Wolf Charlie Black Nazib Chowdhury Tara Gray Mike Zacharias Andy Nichols Jason Huber Ryan Master Olivia Brown Joe Dvorak Joe Konradt Madison Morrow Kyle McManus Lucas Pitra Tony Thissen TRAINING/EMERGENCY MANAGEMENT Assistant Chief of Training, Sean Watson Pierce Engine Inservice training As of early September, All WMFRD personnel have completed in-service training requirements for the new Pierce engines. Live Fire West Metro conducted live fire training on Saturday, October 7th at a property owned by the City of New Hope. Live fire is a critical training component that affords use the opportunity to test our skills in a realistic environment. Providing us with a chance to improve our fire attack skills, learn about fire behavior, increase our fire ground communication, and work on our hose line management. Mass Casualty/Active Threat New Hope Police, Crystal Police, and the WMFRD are scheduled to complete joint active threat training in October. Five total training sessions will be offered with numerous firefighters and police officers attending. These trainings will focus on skills related to triage rescue teams, bleeding control, and patient removal. Once skills training is complete, scenarios will take place at New Hope Church. Fire Apparatus Operator The 2021 recruit class completed fire apparatus operator training/state certification on September 7th. They are now cleared as operators on all District apparatus. This is the last major milestone for this class of recruits to be promoted to firefighters in December. WMFRD Recruits Emergency Medical Responder and Emergency Medical Technician coursework started in August and will run through December, once these classes are complete, our 2022 Recruits will be ready for promotion to Apprentice Firefighters. 5 LOGISTICS Assistant Chief of Logistics, Josh Kunde New Engines The District's Logistics Division has successfully completed the procurement, delivery, equipment installation, and fire hose integration for two of the four new fire engines. The following is an overview of the key activities and accomplishments in this regard, ensuring that the department's operational readiness has been significantly enhanced. Procurement and Delivery: The procurement process for the four new fire engines began the summer of 2020 and concluded with the delivery of the 4th engine in September. After a comprehensive evaluation of the District’s needs, the specification process commenced. Followed by pre-build meeting at the manufacturer, a post paint inspection and three separate final inspection trips. All four fire engines were received in excellent condition, meeting our department's specifications and requirements. Equipment Installation: The installation of firefighting equipment on the new fire engines is being carried out efficiently. The following equipment is being installed: - Fire hoses, nozzles, and adaptors - Fire extinguishers - Hydraulic rescue tools (Jaws of Life) - Ventilation fans - Thermal imaging cameras - Medical equipment - Fire axes, pike poles, and other hand tools - Lighting and scene illumination equipment - Radios The installation process was supervised to ensure that all equipment was securely and properly mounted, with special attention given to safety considerations. Fire Hose Integration: The following steps were taken for the integration of fire hose onto the new engines: - Inspection of hoses for any defects or damage - Proper storage and compartmentalization to prevent entanglement and damage during transit - Ensuring the inclusion of hose loads and connections for rapid deployment - Conducting flow tests to verify the functionality of hoses and nozzles This comprehensive approach to fire hose integration ensures that our new fire engines are fully equipped and ready for firefighting operations. Training and Familiarization: To maximize the efficiency and effectiveness of the new fire engines, all department personnel were provided with training and familiarization sessions. This included hands-on training with the newly installed equipment, hose deployment drills, and operation of specialized tools. The training aimed to ensure that our firefighters are well-prepared to respond to emergencies using these new vehicles. 6 Testing and Inspection: Thorough testing and inspection procedures were carried out to verify the operational readiness of each fire engine. These tests included engine performance checks, pump flow rate tests, and functional testing of all firefighting equipment. All four fire engines passed these tests with flying colors, meeting or exceeding industry standards. Future Plans: As part of our ongoing commitment to maintaining the highest level of readiness and safety, the Logistics Division will continue to monitor the condition and performance of the new fire engines. Regular maintenance schedules and equipment checks will be established to ensure that these valuable assets remain in top working condition. In conclusion, the successful procurement, delivery, equipment installation, and fire hose integration for our four new fire engines represents a significant milestone for the Fire Department. These efforts have strengthened our capacity to respond effectively to emergencies and serve the community. The Logistics Division remains dedicated to the ongoing maintenance and enhancement of our firefighting capabilities. PREVENTION Deputy Fire Marshal, Shelby Wolf Inspections/Plan Reviews From January 1 thru August 31 we conducted 735 inspections/plan reviews/meetings, of which 328 required a re-inspection. We have completed 272 re-inspections. As of the week of September 25, 2023, we are finishing follow up on commercial inspections for Willow Bend, Bass Lake Road, and 56th Avenue North. This September we started back up on annual inspections for liquor and gas station licenses for both cities, and annual assembly occupancy inspections. The schools in the District also had lots of remodel projects going on this summer. In August we were very busy completing final inspections on those projects. New construction, plan reviews, and inspections for new construction projects are still keeping us busy. Currently there are several new buildings, and remodels in different planning stages. Residents seem to be more aware of potential fire code issues this summer as we have had an uptick of potential code issue complaints. Training Inspectors The inspector training program is going well. We have two new firefighters working in the program. They are helping with apartment inspections, and learning about the buildings, fire systems, fire codes, and how to do inspections. 7 Home Inspection Program Our goal again for 2023 is to complete 30 home safety surveys. So far this year we have conducted 11 surveys. We have advertised on social media and in both of the city’s newsletters. Fire Prevention Education Summer has been very busy for fire safety activities in the community! 6/14/2023 Sonnesyn Adventure Club fire safety programs (120 kids, ages’ K-2nd grade) 6/16/2023 RSI Adventure Club fire safety programs (K-5th grade, 120 kids) 6/21/2023 Good Samaritan staff fire safety program (15 adults) 6/27/2023 Adventure Park Program at Valley Place Park (15 kids, read a book to the kids) 6/28/2023 Adventure Park Program at Holiday Park (fire safety program, 15 kids) 6/29/2023 Freedom School fire safety presentation to families (100 people) 7/6/2023 WMFRD Open House 7/11/2023 Read along at Freedom School with the kids (50 kids) 7/19/2023 Station 2 Tour for Holy Trinity Pre-school program (20 kids) 7/27/2023 Adventure Park Program Holiday Park (fire safety program, 15 kids) 7/28/2023 7/29/2023 Crystal Frolics Fire Works Detail 8/3/2023 Little Folks Daycare Center Fire Safety Programs (Ages 1-5, 30 kids with adults) 8/8/2023 Group Home Fire Safety Program for staff and residents (10 adults) 8/10/2023 Fire extinguisher Training at 8740 49th Avenue North business (30 adults) 8/15/2023 8/17/2023 New Hope Safety Camp (75 kids) 9/1/2023 La Petite Academy (pre-school fire safety programs, 25 kids) 9/21/2023 Good Samaritan Assisted Living Fire Safety Program to the residents (15 adults) 9/26/2023-9/29/2023 Forest Elementary School fire safety programs for grades Pre-K thru 2nd (560 kids, and 15 programs) 10/3/2023-10/6/2023 Beacon Academy School fire safety programs for grades Pre-K thru 2nd (8 programs, 220 kids) We are currently working to finish up scheduling fire safety programs for Pre-K thru 2nd Grade in the seven Elementary Schools we have in the District. These programs tentatively schedule all the way thru the middle of November. In the spring we will do fire safety programs for the private schools and 3rd grade. Adopt a Hydrant Program: This fall we will be marketing the Adopt a Hydrant Program once again. For this program residents adopt a hydrant near their home, and keep it clear of snow in the winter. During big snow falls we will pick one resident from each city to receive a prize for a clear hydrant. Fire Investigations: Unfortunately, this summer/early fall was busy with fire investigations! The causes of the fires ranged from vehicle engine compartment fires, small appliance fires, improper disposal of smoking material, improper use/storage of batteries, and an electrical cord fire. 7/5/2023 60XX 56th Avenue North - Dumpster /Enclosure/Fence fire 7/18/2023 46XX Quebec Avenue North - Paint Booth fire 7/31/2023 56XX West Broadway - Dumpster Fire 8/10/2023 30XX Flag Avenue North - Vehicle Fire 8 8/25/2023 55XX West Broadway - Vehicle Fire 8/25/2023 30XX Gettysburg Avenue North - Garage/House fire 8/27/2023 79XX 37th Avenue North - House/Garage/Deck fire 8/31/2023 27XX Douglas Drive - Food warmer appliance fire in a business 9/1/2023 60XX West Broadway - Fan fire in living room 9/2/2023 81 and Corvallis Avenue North - Vehicle fire 9/4/2023 52XX Scott Avenue North - Garage fire 9/8/2023 34XX Major Avenue North - Small Appliance fire 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Memorandum DATE: October 11, 2023 TO: Mayor and City Council Adam R. Bell, City Manager FROM: John Elholm, Recreation Director Jason Minnick, Facilities Manager SUBJECT: Crystal Cove Aquatic Center Update The Crystal Cove Aquatic Center was built in 1968. The zero-depth pool and mechanical systems were replaced in 2005. The main pool container and majority of the pool building are part of the original 1968 facility. USAquatics was hired to evaluate the pool structure and prepare plans for improvement. HCM Architects was hired to review the service desk and lobby of the pool building and prepare plans for improvement. The city’s 2024 capital improvement plan includes $3.5 million to improve the pool and building. Surveys and public engagement activities occurred in 2022 that indicated the city has $3 million available to replace the pool structure. A request to the state legislature early in 2023 also indicated the city has $3 million for the pool project. The appropriation was successful, with the state contributing $2.35 million to this project. With these additional funds, the city’s stated contribution was lowered to $2.75 million in grant documents, for a total project budget of $5.1 million. The initial cost estimates were roughly $270,000 for professional services (design), $4,000,000 for construction and $800,000 contingency (20%) for a $5,070,000 total. Since this time, USAquatics has taken a closer look at the pool facility, and their report of findings is attached here. The report reviewed the cost to achieve the following goals: • Replace the main pool container. o Stop the leak. o Reduce operating costs (less water and chemical use). • Include input from the public engagement process. o Pool is a revenue generating facility: more use = increased revenue. o Public support is high (85% / 95% support of the pool in surveys). • Include some maintenance items: o More cost effective to include work when similar work is done on the main pool. o Reduce potential time pool is closed for repairs. The summary of costs from each area is: • Replace the pool - $3,481,875. • Add requested features - $446,000 ($175,000 of this is in the 2025 capital plan). • Address maintenance concerns - $633,710 ($365,000 of this is in the 2025 capital plan). The new construction estimate is $4,561,585. With professional services of $270,000, and contingency of $800,000, the new total project estimate is $5,631,585. If the $540,000 budget for items in the 2025 capital plan (items also identified in this project) is moved to 2024, or switched with current 2024 projects, the new aquatic center pool budget would be $5,640,000. One item to note is the large flume slides are nearing the end of their useful life. They can be refinished one more time for $125,000 (included in above estimate). Replacing them instead of refinishing them would cost an additional $550,000 (not in above estimate). In addition to the pool, HCM Architects has been developing plans for the aquatic center building entrance. The cost estimate is $500,000, with the primary goals of this project being: Improve staff safety. • Add a door that can be locked (current flip counter access is not secure). • Add security glass above the counter. • Push counter out so staff can view activities in the hallway. • Add windows in the front of the building so staff can see issues occurring outside. Improve pool access. • Add a wall (create hallway) so all users can access the pool on the men’s room side. • Improve doorway configuration at front to reduce congestion at entrance. Utilize existing space. • New lobby encloses an existing outdoor space (is under the existing roof). Current Service Desk Proposed Service Desk Current Side View Proposed Side View Additional information will be provided at the work session. PO BOX 86, DELANO, MN 55328  (763) 972-5897  INFO@USAQUATICSINC.COM Project summary The Crystal Cove Aquatic Center is a heavily used and aging facility in need of repairs, corrections, and renovations with a focus on programming needs. The aging pool shell has deteriorated beyond its usable life span and is no longer repairable. The pool shell and perimeter recirculation system must be replaced. A renovation and improvement plan will correct faults with the existing facility and improve overall safety and usability of the facility. Facility faults in need of correction: • Existing pool structure has reached the end of its usable lifespan o The structure is leaking, especially along a joint under the perimeter recirculation system o The perimeter recirculation system is comprised of two dissimilar systems and requires improvement • The existing main drains have been covered with anti-entrapment grating systems designed to correct non-code compliance of the sumps and grates; these sumps and covers require replacement for code compliance o The Virginia Graham Baker Act came into effect in 2008 and the existing drains were retrofitted with covers to allow compliance. These retrofit covers should be replaced with fully compliant drain sumps and grates • The existing flume slide is aging and in need of refurbishment or replacement o The structure and fiberglass will need to be replaced in 3 to 4 years • The existing shallow/splash pool finish is 18 years old and requires refurbishment • The existing shallow/splash pool grating system requires replacement • Exterior pumps and equipment need replacement/improvements o Exterior exposed pumps are deteriorating quickly and in need of frequent maintenance  Flume slide pump – was replaced recently and requires protection  Shallow/splash pool feature pump – is unprotected and requires replacement  Drop slide pump – is unprotected and requires replacement Programming priorities: • Keep existing float/water-walk feature and consider expanded floating feature programming o While there is not a specific code area addressing minimum depth, 3’-6” minimum depth is recommended Crystal Cove Aquatic Center Crystal, MN Pool Improvements & Renovation Preliminary Project Scope Narrative October 6, 2023 USAquatics, Inc. Crystal Cove Aquatic Center Pool Improvements & Renovation City of Crystal MN October 4, 2023 Page 2 of 5 o Note that minimum depth for a flume slide is 3’-0” • Maximize learn-to-swim programming • Include at least 5 each 75’ lap swim lanes; increase general usage of lap swim area and resolve overlapping programming conflicts • Include deep water features under 3-meter in height Approach Renovation of the existing facility will include removal of the existing pool shell. A new pool shell will be constructed within the footprint of the original pool. Selective demolition for replacement of the perimeter recirculation system and faulted areas of the pool shell is not an option and would be considerably more expensive than replacement. In taking advantage of the opportunity presented by shell replacement, depth and other adjustments will be made to better align the pool with programming needs. Adjustments are minimal and the capacity of the existing pool equipment and bathhouse are to be minded and not exceeded. Improvements to the facility will include amenities such as shade structures and improved activity features as well as refinements to improve operational efforts. Main Pool Renovations The existing diving board is to be removed and the existing drop slide is to be retained and remounted to make room for additional deep-water features. Deep water features will include a climbing wall, a rope swing, and a jumping platform. All features will be chosen and designed to accommodate a 10’ depth pool of the size available in redesign. The area of the pool from the existing flume slide to the divide at the lap swim area will be opened up at the lap end by moving the stairs back. Depths will be adjusted to better accommodate floating features and various programming options ideal for a long space such as is available. Recirculation can be improved by sloping the floor to the middle of the length and installing main drain chambers. This area is currently underserved by the existing recirculation method which requires debris to migrate all the way to the main drains in the deep area around the corner. The existing suction chambers feature anti-entrapment covers. These are typically not meant to be permanent but to be a stop gap ahead of replacement of the chambers and grates to meet the federal Virginia Graham Baker anti-entrapment pool safety act and the State of Minnesota Abigail Taylor pool safety act. Replacement of the pool shell will cover this need. Equipment and Operational Improvements Feature pumps are currently placed outside with no protection from the weather. Some pumps are very difficult to access for maintenance. The strainer baskets should be checked and cleaned daily. Current access makes daily maintenance difficult and time consuming to remove grating and covers and access the pits where the pumps are located. Having the pumps outdoors and unprotected has also led to frequent repairs, maintenance, or replacement. The pumps will be relocated and given protection from the weather under a cover that allows regular maintenance access. Where the pumps are below water level, better access such as ships ladders are to be provided. All pumps are to be covered with a water-shedding roof and protected from wind elements. The enclosures will be ventilated to prevent overheating of the equipment. USAquatics, Inc. Crystal Cove Aquatic Center Pool Improvements & Renovation City of Crystal MN October 4, 2023 Page 3 of 5 Existing Flume Slide The existing flume slide is more than 25 years old, which is the expected lifetime of such a feature. Over time, the fiberglass and steel structures will develop failures that require maintenance and repair during their lifetime, and ultimate replacement of the entire feature within 25 years. The existing slide has fared very well for its age but has reached the end of its lifespan. At the most, 3 to 4 years of additional lifespan can be added by patching areas that have failed. Repair of the slide is estimated to cost $100,000 to $125,000, with replacement in the range of $550,000 to $650,000. Other options include replacement of the flume slide with a shorter and faster speed slide or a multi-lane racer slide for a cost ranging between $225,000 and $350,000. Other Feature Improvements The existing umbrella style shade structures are to be removed and replaced with lower maintenance cantilever roof shade structures. Renovation Goals Overall improvement goals • Replace existing main pool structure and perimeter recirculation system o Existing structure is leaking and has reached the end of its usable lifespan o Replace main-drain grate covers with code compliant sumps and grates o Examine depths and floor slopes per programming needs and intended usage o Pool volume must be maintained to remain within the capacity of the existing recirculation, filtration, and treatment equipment Probable Cost Estimate $ 3,481,875 Guest experience improvement goals • Add deep water features o Move and remount existing drop slide Probable Cost Estimate $ 50,000 o Jumping platform in lieu of diving board Probable Cost Estimate $ 75,000 o Climbing wall (takes advantage of jumping platform structure) Probable Cost Estimate $ 75,000 o Rope swing feature Probable Cost Estimate $ 75,000 • Shade structures Probable Cost Estimate $ 76,000 • Floating foam feature Probable Cost Estimate $ 10,000 • Replace shallow/splash pool primary feature USAquatics, Inc. Crystal Cove Aquatic Center Pool Improvements & Renovation City of Crystal MN October 4, 2023 Page 4 of 5 Probable Cost Estimate $ 85,000 Mechanical and other system improvement goals • Refurbish existing flume slide Probable Cost Estimate $ 125,000 • Existing flume slide is showing signs of aging and will require replacement in 3 to 5 years Probable Cost Estimate (incl. demo) $ 675,000 ($550,000 cost difference over refurbishment) • Refinish shallow/splash pool Probable Cost Estimate $ 162,000 • Replace shallow/splash pool grating Probable Cost Estimate $ 31,710 • Existing equipment is either exposed to the elements, causing accelerated equipment deterioration, and/or difficult to access for regular maintenance o Improve conditions of exterior pumps and equipment Probable Cost Estimate (exterior equip)$ 60,000 o Main pool equipment upgrades and improvements  Remove existing sand filters and replace with regenerative media filters  General equipment inspection and refurbishment  Required plumbing, fixtures, and valves Probable Cost Estimate (main equip) $ 255,000 Recommended renovations Main Pool • Replace failed container and perimeter overflow system. o Required due to extensive leaking and structural failures. • Adjust configuration to accommodate programming needs. o Maintain plunge area with extended programming space. o Remove peninsula/stairs between extended plunge area and lap swim are. o Increase lap swim and learn-to-swim program area.  Move West wall of lap swim area further west for 5 North/South 75’ lap swim lanes. o Adjust deep area volume to accommodate deep area features. • Adjust depths for programming needs. o Prioritize shallow length of extended plunge area, maintain 3’-6” depth for floating features south of stairs. o Transition 4’-0” to 5’-0” across lap area to deep end. o Decrease deep depth to 10’-0”.  Minimum depth for deck level diving: 8’-6”  Minimum depth for 1-meter platforms: 10’-0”  Minimum depth for 3-meter platforms: 12’-0” USAquatics, Inc. Crystal Cove Aquatic Center Pool Improvements & Renovation City of Crystal MN October 4, 2023 Page 5 of 5  Recommended depth for climbable features: 1’ depth for 1’ feature height • Consider deep water feature improvements o Jumping platform  Replaces existing diving board o Climbing wall  Climbing wall can be built by extending the jumping platform structure o Rope swing feature “Aqua Zipin” o Refurbish existing drop slide and replace stand • Expanded capacity for floating “foamy” themed features • Replace lifeguard stands with portable, polymer/plastic material stands Flume slide • Consider refurbishment of existing fiberglass surfaces • Consider replacement in 3 to 4 years Shallow/Splash Pool • Refinish pool surfaces o Cost savings if done at the same time as the main pool finish installation • Replace aging grating with grating that is more maintainable o Cost savings if similar grating and same timing as main pool perimeter replacement • Replace existing primary feature to renew and enhance user interest and experience • Replace main drain covers for code compliance CITY MANAGER MONTHLY CHECK-IN – OCTOBER 2023 Objective 1 - Strategic planning for continued implementation of Council priorities: • Thriving Business Community o Community Development staff continuing to work with developers regarding redevelopment opportunities o Continuing to work through and advocate for city and community's interest with Blue Line Extension and anti-displacement efforts o Continuing to work with the New Hope Business Association (CBA 2.0) o Developing UDC amendments that balance safety and maintaining property values with reasonableness and practicality • Strong Neighborhoods o Continued implementation of Master Parks System Plan improvements o Ongoing traffic enforcement continues o Tracking the Crystal Airport/MAC/JAZB proposed ordinance amendments o Ribbon-cutting event at Herself Health o Held Tri-City Community Engagement Forum • Sound fiscal policies and practices o Continuing to seek additional outside funding for projects o Received county grant for additional habitat restoration work o Applying for additional grant funding for parks and recreation o Held additional 2024 Budget public presentation with the opportunity for public input on October 3 • Staff is continuing to update the long-term plan and will present in November • Welcoming and inclusive community o Inclusion & Diversity Commission – The Commission attended the Tri-City Community Engagement Forum o The city is continuing to recognize domestic violence awareness month by lighting the Police Department in purple Objective 2 - Work-Life Balance/Professional Development • Supporting staff wellness • Support staff’s continuing professional growth and development • Connecting with neighboring city managers on various local issues • Participate in metro and state professional organizations • Continuing participation in city manager leadership/peer group • Attended the 2023 ICMA Conference • Set to receive ICMA City Manager Credentialing in October Page 1 of 1 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Page 1 of 3 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Posted: Oct. 13, 2023 City Council Meeting Agenda Tuesday, Oct. 17, 2023 7 p.m. Council Chambers/Zoom Meeting The city manager’s comments are bolded. 1. Call to Order, Roll Call, and Pledge of Allegiance 2. Approval of Agenda The Council will consider approval of the agenda. 3. Consent Agenda The Council will consider the following items, which are routine and non-controversial in nature, in a single motion: 3.1 Approval of the minutes from the following meetings: a. The City Council work session on Oct. 3, 2023. b. The City Council meeting on Oct. 3, 2023. 3.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 3.3 Adoption of a resolution accepting the Towards Zero Death (TZD) grant funding. 3.4 Adoption of a resolution authorizing an application to the Hennepin Youth Activities Grants program. 3.5 Adoption of the 2024 fee schedule. 4. Open Forum The City Council appreciates hearing from citizens about items of concern and desires to set aside time during each meeting for Open Forum. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. The Mayor may, as presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any item brought before the Council during Open Forum. The Council may place items discussed during Open Forum onto subsequent council meeting agendas. Page 2 of 3 5. Public Hearing 5.1 The Mayor will open a public hearing to receive comment, and the Council will consider a resolution approving the assessment roll for the 2023 delinquent accounts. Each year, the city notifies property owners of unpaid charges for city services received over the previous year (utility bills, nuisance abatements, administrative fines, etc.). In August, the Council set Oct. 17 as the time for the public hearing to receive comments on the outstanding charges. After holding the public hearing and entering into the record any objections received, recommend the Council adopt the resolution approving the assessment roll for the 2023 delinquent accounts. 6. Regular Agenda 6.1 The Council will consider approval of disbursements of more than $25,000 submitted by the finance department to the City Council, a list that is on file in the office of the finance department. Recommend approval of disbursements over $25,000. 6.2 The Council will consider a resolution approving a Conditional Use Permit (CUP) for the conversion of an existing office building at 7000 57th Ave. N. into a childcare center. New Horizon Academy plans to substantially renovate the existing office building and convert it to a child daycare center. The proposal meets all requirements of the city code and the Planning Commission recommended approval of the CUP on Oct. 9. Council approval of the resolution is requested. 6.3 The Council will consider the first reading of an ordinance amending the Unified Development Code (UDC). The Planning Commission recommended approval of the proposed ordinance on Oct. 9 except for the definition of Gross Density and the rezoning of 3443 Douglas Dr. N. Staff has removed those two items from the proposed ordinance. Council approval of the first reading is requested. 6.4 The Council will consider a labor agreement and a Memorandum of Understanding (MOU) with the International Union of Operating Engineers (IUOE), Local 49 (Public Works) for 2024- 2025. Earlier this year, staff and the city’s labor attorney met multiple times with the Local 49 Union representatives. A settlement has been approved with Local 49 for 2024-2025. We successfully negotiated a two-year contract matching the 2023 wage and insurance adjustments for both police unions last year and a market rate adjustment to keep our public works employees competitive in our immediate market. The next two years match the general wage adjustment (COLA) of 3.25% and include annual re-openers for insurance. The contract is consistent with the updated compensation program approved by the Council in 2022. Recommend approval of the Labor Agreement and MOU with a re-opener for health insurance contributions for 2025 for the International Union of Operating Engineers, Local 49 for 2024-2025. Page 3 of 3 6.5 The Council will consider a Memorandum of Understanding (MOU) with the LELS, Local 44 (Police Officers) for the 2024 insurance contribution. Last year, the City Council approved an agreement with Law Enforcement Labor Services, Local 44 (police officers) that addressed 2023, 2024, and 2025 wages and 2023 health insurance contributions and included a re-opener for 2024 health insurance contributions. Staff has met with representatives of Local 44 and negotiated a settlement for the 2024 health insurance contributions. Recommend approval of the 2024 health insurance contributions for Law Enforcement Labor Services, Local 44. 6.6 The Council will consider a 2024 wage adjustment and insurance contribution for non- represented employees. The City Council has a longstanding policy of maintaining equity across all employee groups for annual wage adjustments and health insurance premiums. Last year, the City Council approved an agreement with Law Enforcement Labor Services, Local 44 (police officers) that addressed 2023, 2024, and 2025 wages and 2023 health insurance contributions and included a re-opener for 2024 health insurance contributions. Recommend approval of the same 2024 wage adjustment (3.25%) and 2024 health insurance contributions (in the previous agenda item) for non-represented employees. 7. Announcements a. October is Domestic Violence Awareness Month. The Crystal Police Building will display purple lighting from Oct. 1 – 31 to support domestic violence awareness. The City of Crystal strongly encourages everyone to break the silence on domestic violence and view the purple lights in October as an encouraging message of help, hope, and healing. If you, or someone you know, has been the victim of domestic violence, call 9-1-1. Resources are available through Crystal Police or Tubman. Contact the police department for additional information. b. The next City Council meeting is Tuesday, Nov. 7 at 7 p.m. in the Council Chambers at City Hall and via Zoom. c. City Council meetings and work sessions are open to the public. Current and previous meetings are available for viewing and listening at www.crystalmn.gov. 8. Adjournment Have a great weekend. See you at Tuesday’s meeting. Crystal City Council work session minutes Oct. 3, 2023 Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter, the work session of the Crystal City Council was held at 6:45 p.m. on Oct. 3, 2023 in the Council Chambers at City Hall, 4141 Douglas Dr. N., Crystal, MN and via Zoom. Mayor Adams called the meeting to order. I.Attendance The city clerk recorded the attendance for city council members and staff: Council members present: Eidbo, Kamish, Kiser, Onesirosan, Adams, Budziszewski and Cummings. City staff present: Assistant City Manager K. Therres, City Attorney T. Gilchrist, Recreation Director J. Elholm, Community Development Director J. Sutter, Deputy Police Chief B. Hubbard and City Clerk C. Serres. Public Works Director M. Ray and Police Chief S. Revering were present via Zoom. II.Agenda The Council and staff discussed the following agenda items: 1.Constituent issues. 2.New business. 3.Announcements. III.Adjournment The work session adjourned at 6:48 p.m. Jim Adams, Mayor ATTEST: Christina Serres, City Clerk 3.1(a) Crystal City Council meeting minutes Oct. 3, 2023 Page 1 of 2 1.Call to Order Pursuant to due call and notice thereof, the regular meeting of the Crystal City Council was held on Oct. 3, 2023, at 7 p.m. in the Council Chambers at City Hall, 4141 Douglas Dr. N. in Crystal, MN and via Zoom. Mayor Adams called the meeting to order. Roll Call Mayor Adams asked the city clerk to call the roll for elected officials. Upon roll call, the following attendance was recorded: Council members present: Eidbo, Kamish, Kiser, Onesirosan, Adams, Budziszewski and Cummings. City staff present: Assistant City Manager K. Therres, City Attorney T. Gilchrist, Recreation Director J. Elholm, West Metro Fire-Rescue District Chief S. Larson, Deputy Police Chief B. Hubbard, Community Development Director J. Sutter, Assistant Finance Director J. Bursheim and City Clerk C. Serres. Public Works Director M. Ray and Police Chief S. Revering were present via Zoom. Pledge of Allegiance Mayor Adams led the Council and audience in the Pledge of Allegiance. 2.Approval of Agenda The Council considered approval of the agenda. Moved by Council Member Budziszewski and seconded by Council Member Kiser to approve the agenda. Motion carried. 3.Appearances 3.1 Deputy Police Chief Brian Hubbard introduced Jennifer Dickenson, Legal Services Advocate for Tubman, who explained the services they provide with regards to domestic assault. Deputy Chief Hubbard also discussed October being Domestic Abuse Awareness Month. 4.Consent Agenda The Council considered the following items, which are routine and non-controversial in nature, in a single motion: 4.1 Approval of the minutes from the following meetings: a.The City Council work session on Sept. 14, 2023. b.The City Council meeting on Sept. 19, 2023. c.The City Council work session on Sept. 19, 2023. 4.2 Approval of the list of license applications submitted by the city clerk to the City Council, a list that is on file in the office of the city clerk. 4.3 Adoption of Res. No. 2023- 90, authorizing execution of an agreement with the Minnesota Department of Public Safety for the 2024 Multicultural Adult Driver Education project. Moved by Council Member Eidbo and seconded by Council Member Budziszewski to approve the consent agenda. Voting aye: Eidbo, Kamish, Kiser, Onesirosan, Budziszewski and Cummings. Mayor Adams abstained from the vote. Motion carried. 3.1(b) Crystal City Council meeting minutes Oct. 3, 2023 Page 2 of 2 5. Open Forum No public comment was given during open forum. 6. Regular Agenda 6.1 The Council considered approval of disbursements over $25,000 submitted by the finance department to the City Council, a list that is on file in the office of the finance department. Moved by Council Member Kamish and seconded by Council Member Kiser to approve the list of disbursements over $25,000. Voting aye: Eidbo, Kamish, Kiser, Onesirosan, Adams, Budziszewski and Cummings. Motion carried. 6.2 The Council received a presentation on the 2024 budget and levies as well as provided an opportunity for public input. Assistant Finance Director Jodi Bursheim addressed the Council. There following person addressed the Council regarding the 2024 budget and levies: • Bonnie Bolash No Council action was required. 7. Announcements The Council and staff made announcements about upcoming events. 8. Adjournment Moved by Council Member Budziszewski and seconded by Council Member Kiser to adjourn the meeting. Motion carried. The meeting adjourned at 7:47 p.m. ___________________________________ Jim Adams, Mayor ATTEST: _____________________________________ Christina Serres, City Clerk 3.1(b) Page 1 of 1 City of Crystal Council Meeting Oct. 17, 2023 Applications for City License Edible Cannabinoid THC Retailer Tobacco 18 LLC dba Tobacco 18, 6016 42nd Ave. N., Crystal, MN 55422 Rental – New 4309 Colorado Ave. N. – Daniel Pryde (Conditional) Rental – Renewal 5330 Angeline Ave. N. – Mark and Amber Lange (Conditional) 3338 Brunswick Ave. N. – Hennepin RP Funding 6407 Corvallis Ave. N. – Pro Operam Sub IX LLC (Conditional) 6714 Corvallis Ave. N. – Herman Capital Partners (Conditional) 3616-3618 Douglas Dr. N. – Reginald Orth 6602-6606 Fairview Ave. N. – James Lehto (Conditional) 4213 Hampshire Ave. N. – Iuliyan Damyan 4832 Hampshire Ave. N. – Richrd and Patricia Sandeen (Conditional) 2947 Jersey Ave. N. – Thayalan Suntharalingam (Conditional) 4160 Kentucky Ave. N. – Makesa Chishala (Conditional) 2700 Louisiana Ave. N. – Kshitij Goel (Conditional) 2916 Louisiana Ave. N. – Hennepin RP Funding 3337 Nevada Ave. N. #3701 – 3337 Nevada LLC 5909 Quail Ave. N. – Adam Hardy 3532 Regent Ave. N. – Christian Haro 5809 Rhode Island Ave. N. – Adam Hardy 5636 Twin Lake Ter. – Sassy Homes LLC 3417 Wisconsin Ave. N. – Good Domus Sub VII LLC (Conditional) 3264 Xenia Ave. N. – C and N Wescoe Bauman 5233 Xenia Ave. N. – SFR Borrower 2021-3 LLC (Conditional) 5568-5570 Xenia Ave. N. – Naresh Uppal (Conditional) 5656 Zane Ave. N. – Kevin Knops 7225 32nd Ave. N. – Mark Edblom (Conditional) 6908 35th Pl. N. – FYR SFR Borrower LLC 5716 36th Ave. N. – Amber Brown 6428 46th Pl. N. – Fatou Jallow 5109 49th Ave. N. – Peter Zedler (Conditional) 5123 49th Ave. N. – Reese Pfeiffer 6820 50th Ave. N. – Peter Gross 6315 55th Ave. N. – Calibre Chase (Conditional) Tree Trimmer Bratt Tree Co. dba Heartwood Tree Surgeons, 2423 E 26th St., Minneapolis, MN 55406 3.2 CCCRRRYYYSSSTTTAAALLL PPPOOOLLLIIICCCEEE DDDEEEPPPAAARRRTTTMMMEEENNNTTT “Service with Compassion, Integrity, & Professionalism” TO: Mayor and Council Members FROM: Stephanie K. Revering, Chief of Police CC: Adam Bell, City Manager DATE: October 11, 2023 SUBJECT: Consent Agenda: October 17, 2023 Council Meeting ___________________________________________________________________________ MMEEMMOORRAANNDDUUMM BACKGROUND For the last several years, we have partnered with the Office of Traffic Safety and participated in the Towards Zero Death (TZD) grant. These grant dollars are divided up with cities who want to enhance traffic enforcement and education to our residents regarding seat belt safety, speeding and other traffic related issues. Our officers will work the project and be paid through this grant, no money will be taken from our operating budget for this endeavor. NOTIFICATON Per the grant we must notify our City Council and are asking for your approval of the resolution which is on the consent agenda. Deputy Chief Hubbard will be present at the council meeting if any questions do arise. As always, please let me know if you have any questions. Thanks. 3.3 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2023 - RESOLUTION AUTHORIZING EXECUTION OF AGREEMENT WITH THE MINNESOTA DEPARTMET OF PUBLIC SAFETY, OFFICE OF TRAFFIC SAFETY WHEREAS, the City Council has authorized the City of Crystal Police Department to enter into a grant agreement with the Minnesota Department of Public Safety, Office of Traffic Safety for the project entitled 2024 Towards Zero Death Enforcement during the period from October 1, 2023 through September 20, 2024. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows: 1. The Deputy Chief of Police is hereby authorized to execute such agreements and amendments as are necessary to implement the project on behalf of the City of Crystal Police Department and to be the fiscal agent and administer the grant. 2. The Crystal Police Department is hereby authorized to work with the Police Departments from the cities of Minneapolis, Minneapolis Parks, New Hope, and Robbinsdale in the execution and distribution of funds of this grant. Adopted by the Crystal City Council this 17th day of October, 2023. BY THE CITY COUNCIL _________________________ Jim Adams, Mayor ATTEST: ______________________________ Christina Serres, City Clerk 3.3 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Memorandum DATE: October 11, 2023 TO: Mayor and City Council Adam R. Bell, City Manager FROM: John Elholm, Recreation Director SUBJECT: Application to the Hennepin Youth Activities Grants Program The Crystal Cove Aquatic Center was built in 1968. The zero-depth pool and all of the mechanical systems were replaced in 2005. The original main pool container is the only remaining part of the original pool structure, and it is now leaking. Improvements to the pool have been identified, with a budget that includes $2.75 million from the city and $2.35 million from a legislative appropriation; for a total of $5.1 million. As part of the planning process for the aquatic center, and engagement process was conducted. Public input was received during this process that identified features likely to encourage youth to swim. If most of the amenity ideas are implemented, additional funds may be necessary. Hennepin County offers grants through the Hennepin Activities Grants Program to help support sports or recreational facility projects like this. For the Crystal Cove Aquatic Center project; the proposed budget is $2.75 million from the city, $2.35 million from the state legislature and $300,000 from the county; for a $5.4 million project. The city funds are included in the 2023 capital plan, and the legislative funds have been approved. A resolution of support from the Crystal City Council is a requirement of this grant application. 3.4 RESOLUTION NO. 2023 - ______ AUTHORIZING A FACILITY GRANT APPLICATION TO THE HENNEPIN YOUTH ACTIVITIES GRANTS PROGRAM TO HELP FUND IMPROVEMENTS AT THE CRYSTAL COVE AQUATIC CENTER WHEREAS, the Hennepin County Board of Commissioners, via the Hennepin Youth Activities Grants, provides for capital funds to assist local government units of Hennepin County for the development of sports or recreational facilities, and WHEREAS, the City of Crystal, hereinafter LGU, desires to develop improvements at the Crystal Cove Aquatic Center that encourage youth to swim. NOW, THEREFORE BE IT RESOLVED BY THE City Council of the City of Crystal: I. The estimate of the total cost of developing PROJECT shall be $5.4 million. The LGU is requesting $300,000 from the Hennepin Youth Activities Grants Program and will assume responsibility for providing matching funds of $5.1 million; $2.75 million from the city and $2.35 million from the state legislature (appropriation). II. LGU is the owner of the property where the PROJECT is located. The LGU will own the property where PROJECT is located for at least the functional life of the facility, which is estimated to be 25 years. The PROJECT may not be converted to non-public or non-recreational uses within this time period without the approval of Hennepin County. III. LGU agrees to assume one hundred (100) percent of operational and maintenance costs for PROJECT. LGU will operate PROJECT for its intended purpose as stated in the PROJECT application for the functional life of the facility. IV. LGU agrees to enter into necessary and required agreements with Hennepin County for the specific purpose of developing PROJECT and managing its long-term operation. V. That John Elholm, Recreation Director, is authorized and directed to execute the application for the Hennepin Youth Activities Grants Program. CERTIFICATION I hereby certify that the foregoing resolution is a true and correct copy of the resolution presented to and adopted by the Crystal City Council at a duly authorized meeting thereof held on the 17th day of October, 2023, as shown by the minutes of said meeting in my possession. Jim Adams, Mayor ATTEST: ____________________________ Christina Serres, City Clerk 3.4 Memorandum DATE: October 11, 2023 TO: Mayor and City Council Adam Bell, City Manager FROM: Jodi Bursheim, Abdo Financial Solutions, LLC SUBJECT: Consideration of Adoption of the 2024 Fee Schedule Background Each year staff reviews the fee schedule to ensure the fees being charged are recovering the cost of services and products it provides to the public. Other considerations include state statutes that limit certain fees as well as how the City of Crystal’s fees compare to the fees of surrounding cities. The City has continually scrutinized fees to ensure that fees are fair and reasonable, and when appropriate, recommend adjustments as needed to continue providing the current level of city services. The proposed fee schedule reflects adjustments in certain fees for various products or services effective January 1, 2024. Conclusion It is recommended that the City Council adopt the 2024 proposed fee schedule. 3.5 City of Crystal Effective January 1, 2024 2024 Proposed Fee Schedules Appendix IV, Exhibit 1 of the Crystal City Code 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments Administration 1135 0100.4105 Adult establishment initial license 12/31 8,000.00$ 0%8,400.00$ 5% Administration 1135 0100.4105 Adult establishment renewal license 12/31 5,000.00$ 0%5,250.00$ 5% Administration 1135 0100.4605 Adult establishment initial background investigation (in state all of last 10 years)500.00$ 0%500.00$ 0% Administration 1135 0100.4605 Adult establishment initial background investigation (out of state any of last 10 years)1,000.00$ 0%1,000.00$ 0% Administration 1135 0100.4605 Adult establishement renewal background investigation 50.00$ 0%50.00$ 0% Administration 1100 0100.4105 Consumer fireworks initial and renewal license for retail store sales 12/31 100.00$ 0%100.00$ 0%Fee per state statute M.S. Chapter 624 Administration 1100 0100.4105 Consumer firewords initial and renewal license for retail retail stand sales 12/31 350.00$ 0%350.00$ 0%Fee per state statute M.S. Chapter 624 Adminstration TBD TBD Hotel (as defined in M.S. 327.70)12/31 N/A N/A 150.00$ N/A Fee per state statute M.S. 471.585 Administration 1130 0100.4605 Lawful gambling initial background investigation for premises permit 250.00$ 0%250.00$ 0%Fee per state statute M.S. Chapter 349 Administration 1130 3709.4950 Lawful gambling contribution fund 0.10$ 0%0.10$ 0%10% per year or organization's net profits dervied within the City Administration 1130 3709.4950 Lawful gambling trade area expenditures 0.15$ 0%0.15$ 0%15% per year of organization's lawful purpose expenditures that must be expended within the trade area Administration 1200 0100.4140 Liquor: initial and renewal consumption and display annual permit 3/31 300.00$ 0%300.00$ 0% Administration 1200 0100.4165 Liquor: initial and renewal off-sale 3.2% malt liquor license 6/30 100.00$ 0%100.00$ 0% Administration 1200 0100.4165 Liquor: initial and renewal off-sale small brewer license (growlers)6/30 380.00$ 0%380.00$ 0% Administration 1200 0100.4165 Liquor: initial and renewal off-sale brewpub license (growlers)6/30 380.00$ 0%380.00$ 0% Administration 1200 0100.4165 Liquor: initial and renewal off-sale liquor license 6/30 380.00$ 0%380.00$ 0% Administration 1200 0100.4165 Liquor: initial and renewal off-sale microdistillery license 6/30 380.00$ 0%380.00$ 0% Administration 1200 0100.4115 Liquor: initial and renewal club on-sale 3.2% malt liquor license 6/30 66.00$ 0%66.00$ 0% Administration 1200 0100.4140 Liquor: initial and renewal club on-sale wine license (up to 200 members)6/30 150.00$ 0%150.00$ 0% Administration 1200 0100.4140 Liquor: initial and renewal club on-sale wine license (over 200 members)6/30 250.00$ 0%250.00$ 0% Administration 1200 0100.4140 Liquor: initial and renewal club on-sale wine and 3.2% malt liquor licenses (up to 200 members) 6/30 216.00$ 0%216.00$ 0% Administration 1200 0100.4140 Liquor: initial and renewal club on-sale wine and 3.2% malt liquor licenses (over 200 members) 6/30 316.00$ 0%316.00$ 0% Administration 1200 0100.4140 Liquor: initial and renewal club on-sale, full liquor license (up to 200 members) 6/30 300.00$ 0%300.00$ 0% Administration 1200 0100.4140 Liquor: initial and renewal club on-sale, full liquor license (201-500 members) 6/30 500.00$ 0%500.00$ 0% Administration 1200 0100.4140 Liquor: initial and renewal club on-sale, full liquor license (501-1,000 members) 6/30 650.00$ 0%650.00$ 0% Administration 1200 0100.4115 Liquor: initial and renewal on-sale 3.2% malt liquor license 6/30 550.00$ 0%550.00$ 0% Administration 1200 0100.4115 Liquor: initial and renewal on-sale wine license 6/30 2,000.00$ 0%2,000.00$ 0% Administration 1200 0100.4115 Liquor: initial and renewal on-sale wine and 3.2% malt liquor licenses 6/30 2,550.00$ 0%2,550.00$ 0% Administration 1200 0100.4167 Liquor: initial and renewal on-sale brewer taproom/Sunday sales license 6/30 600.00$ 0%600.00$ 0% Administration 1200 0100.4140 Liquor: initial and renewal club on-sale culinary class license 6/30 100.00$ 0%100.00$ 0% Administration 1200 0100.4167 Liquor: initial and renewal on-sale, full liquor license 6/30 6,500.00$ 0%6,500.00$ 0%May be prorated dependent upon time of license issuance. Administration 1200 0100.4167 Liquor: initial and renewal on-sale microdistillery, cocktail room license 6/30 600.00$ 0%600.00$ 0% Administration 1200 0100.4140 Liquor: initial and renewal on-sale Sunday sales license 6/30 200.00$ 0%200.00$ 0% Administration 1200 0100.4115 Liquor - temporary consumption and display daily permit 25.00$ 0%25.00$ 0% Administration 1200 0100.4167 Liquor - temporary on-sale (full liquor, wine, microdistillery, small brewer and 3.2% malt liquor) license 50.00$ 0%50.00$ 0%Per event Administration 1200 0100.4605 Liquor initial background investigation (club on-sale, 3.2% malt liquor)100.00$ 0%100.00$ 0%$50 for additional applicants Administration 1200 0100.4605 Liquor initial background investigation (off-sale 3.2% malt liquor)100.00$ 0%100.00$ 0%$50 for additional applicants Administration 1200 0100.4605 Liquor initial background investigation (off-sale and on-sale - in state all of last 10 years) 500.00$ 0%500.00$ 0% Administration 1200 0100.4605 Liquor initial background investigation fee (off-sale and on-sale - out of state, any of last 10 years) 1,000.00$ 0%1,000.00$ 0% Administration 1200 Res. No. 2018-160 0100.4715 Liquor administrative penalty for liquor business: First violation N/A 750.00$ 0%750.00$ 0%One-day license suspension in addition to fine. Administrative penalties determined by the City Council. City of Crystal 2024 Proposed Fee Schedule Main Section 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section Administration 1201 Res. No. 2018-160 0100.4715 Liquor administrative penality for liquor business: Second violation within two years of first violation. N/A 1,500.00$ 0%1,500.00$ 0%Three-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1202 Res. No. 2018-160 0100.4715 Liquor administrative penalty for liquor busienss: Third violation within three years of second violation. N/A 2,000.00$ 0%2,000.00$ 0%10-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1203 Res. No. 2018-160 0100.4715 Liquor administrative penality for liquor business: Fourth violation within three years of third violation. N/A Revocation of license. Administrative penalties determined by the City Council. Administration 910 0100.4145 Multiple animal initial commerical license 4/30 150.00$ 0%158.00$ 5% Administration 910 0100.4145 Multiple animal renewal commerical license 4/30 130.00$ 0%137.00$ 5% Administration 910 0100.4145 Multiple animal initial noncommerical license 4/30 100.00$ 0%105.00$ 5% Administration 910 0100.4145 Multiple animal renewal noncommerical license 4/30 80.00$ 0%84.00$ 5% Administration 1125 0100.4105 Pawnbroker initial license 12/31 12,050.00$ 0%12,050.00$ 0%Bond = $5,000 in addition to monthly charges for billable transactions (see" pawn services" tranaction fees noted in Police section of this schedule) Administration 1125 0100.4105 Pawnbroker renewal license 12/31 6,000.00$ 0%6,300.00$ 5%Bond = $5,000 in addition to monthly charges for billable transactions (see" pawn services" tranaction fees noted in Police section of this schedule) Administration 1125 0100.4605 Pawnbroker initial background investigation (in state all of last 10 years)500.00$ 0%500.00$ 0% Administration 1125 0100.4605 Pawnbroker initial background investigation (out of state any of last 10 years)1,000.00$ 0%1,000.00$ 0% Administration 1125 0100.4105 Pawnbroker renewal background investigation 50.00$ 0%50.00$ 0% Administration 1125 Res. No. 2018-126 0100.4725 Pawnbroker administrative penalty for business: First violation 500.00$ 0%500.00$ 0%10-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1125 Res. No. 2018-126 0100.4725 Pawnbroker administrative penalty for business: Second violation within two years of first violation. 750.00$ 0%750.00$ 0%20-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1125 Res. No. 2018-126 0100.4725 Pawnbroker administrative penalty for business: Third violation within three years of second violation. 1,000.00$ 0%1,000.00$ 0%30-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1125 Res. No. 2018-126 0100.4725 Pawnbroker administrative penalty for business: Fourth violation within three years of third violtaion. Revocation of license. Administrative penalties determined by the City Council. Administration 1110 0100.4105 Peddler and solicitorlicense per day 15.00$ 0%15.00$ 0% Administration 1110 0100.4105 Peddler and solicitor license per month 175.00$ 0%175.00$ 0% Administration 1110 0100.4105 Peddler and solicitor license per year 12/31 300.00$ 0%300.00$ 0% Administration 1110 0100.4105 Transient merchant license per day 15.00$ 0%15.00$ 0%Limited to four events (one to four days per event) Administration 1110 0100.4605 Peddler/solicitors/transient merchant background investigation for first applicant (in state all of last 10 years) N/A 120.00$ 0%120.00$ 0% Administration 1110 0100.4605 Peddler/solicitors/transient merchant background investigation for first applicant (out of state any of last 10 years) N/A 125.00$ 0%125.00$ 0% Administration 1110 0100.4605 Peddler/solicitors/transient merchant background investigation for each additional applicant (in state all of last 10 years) N/A 25.00$ 0%25.00$ 0% Administration 1110 0100.4605 Peddler/solicitors/transient merchant background investigation for each additional applicant (out of state any of last 10 years) N/A 125.00$ 0%125.00$ 0% Administration 605 0100.4155 Refuse hauler initial and renewal business license 9/30 136.00$ 0%136.00$ 0%coverage per vehicle and additioanl endorsements per City Code 605.07, Subd. 4 Administration 605 0100.4155 Refuse hauler initial and renewal vehicle license (per vehicle)9/30 65.00$ 0%65.00$ 0%Insurance = $1,000,000 Administration 1120 0100.4105 Secondhand goods dealer initial and reneawl nonexempt license 12/31 275.00$ 0%289.00$ 5%Bond = $3,000 Administration 1120 0100.4105 Secondhand goods dealer initial and renewal exempt license 12/31 75.00$ 0%79.00$ 5% Administration 1120 0100.4105 Secondhand goods dealer multiple sales sites 12/31 564.00$ 0%592.00$ 5%Bond = $3,000 Administration 1120 0100.4105 Secondhand goods dealer background investigation 12/31 50.00$ 0%50.00$ 0% REVOCATION REVOCATION 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section Administration 1120 0100.4605 Secondhand goods dealer background investigation (in state all of last 10 years)N/A 500.00$ 0%500.00$ 0% Administration 1120 0100.4605 Secondhand goods dealer background investigation (out of state any of last 10 years)N/A 1,000.00$ 0%1,000.00$ 0% Administration 1120 Res. No. 2018-126 100.4725 Secondhand goods dealer administrative penalty for nonexempt business: First violation. 500.00$ 0%500.00$ 0%10-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1120 Res. No. 2018-126 100.4725 Secondhand goods dealer administrative penalty for nonexempt business: Second violation within two years of first violation. 750.00$ 0%750.00$ 0%20-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1120 Res. No. 2018-126 100.4725 Secondhand goods dealer administrative penalty for nonexempt business: Third violation within three years of second violation. 1,000.00$ 0%1,000.00$ 0%30-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1120 Res. No. 2018-126 100.4725 Secondhand goods dealer administrative penalty for nonexempt business: Fourth violation within three years of third violation. Revocation of license. Administrative penalties determined by the City Council. Administration 1140 0100.4105 Theraputic massage enterprise initial and renewal license 12/31 128.00$ 0%128.00$ 0%Insurance = $1,000,000 Administration 1140 0100.4105 Theraputic massage therapist initial and renewal license 12/31 64.00$ 0%64.00$ 0%Insurance = $1,000,000 Administration 1140 0100.4605 Theraputic massage enterprise or therapist initial background investigation 100.00$ 0%100.00$ 0%Insurance = $1,000,000 Administration 1140 0100.4605 Theraputic massage enterprise or therapist renewal background investgation 50.00$ 0% 50.00$ 0%Insurance = $1,000,000 Administration 1105 0100.4135 Tobacco and related products initial and renewal license 12/31 325.00$ 0%325.00$ 0% Administration 1105 0100.4605 Tobacco investigation fee - initial license N/A 100.00$ 0%100.00$ 0% Administration 1105 0100.4605 Tobacco background investigation - renewal license N/A 50.00$ 0%50.00$ 0% Administration 1105 - Res. No. 2020-83 100.472 Tobacco and related products administrative penalty for a business: First violation.$300-$750 0%$300-$750 N/A One-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1105 - Res. No. 2020-83 100.472 Tobacco and related products administrative penalty for a business: Second violation within 36 months of first violation. $600-$1,500 0%$600-$1,500 N/A Five-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1105 - Res. No. 2020-83 100.472 Tobacco and related products administrative penalty for a business: Third violation within 36 months of first violation. $1,000-$2,000 0%$1,000-$2,000 N/A Seven-day license suspension in addition to fine. Administrative penalties determined by the City Council. Administration 1105 - Res. No. 2020-83 100.472 Tobacco and related products administrative penalty for a business: Fourth violation within 48 months of first violation. Revocation of license. Administrative penalties determined by the City Council. Administration 1105 - Res. No. 2020-83 100.472 Tobacco and related products administrative penalty for an individual: First violation.$50 - $750 0%$50 - $750 N/A Administrative penalties determined by the City Council. Administration 1105 - Res. No. 2020-83 100.472 Tobacco and related products administrative penalty for an individual: Second violation within 36 months of first violation. $50 - $1,500 0%$50 - $1,500 N/A Administrative penalties determined by the City Council. Administration 1105 - Res. No. 2020-83 100.472 Tobacco and related products administrative penalty for an individual: Third violation within 36 months of first violation. $50 - $2,000 0%$50 - $2,000 N/A Administrative penalties determined by the City Council. Administration 1115 0100.4191 Tree trimmer initial and renewal license 12/31 100.00$ 0%100.00$ 0%Bond = $2,500; Insurance = $500,000 Administration 1000 0100.XXXX License late fees Administration 1000 0100.XXXX License late fees Administration 0100.4430 Certification of documents N/A actual costs actual costs Administration 0100.4430 City code book N/A actual costs actual costs Administration 0100.4430 Copies of property deeds and liens N/A actual costs actual costs Administration 0100.4430 Copy of City Council or Economic Development Authority meeting N/A actual costs actual costs Administration 0100.4430 Data practices processing fee N/A actual costs actual costs Administration 340 0100.4414 Domestic partner registration N/A 40.00$ 0%40.00$ 0% Administration 340 0100.4414 Domestic partner registration amendments and/or terminiations N/A 10.00$ 0%10.00$ 0% Administration 0100.4902 Candidate filing N/A 25.00$ 0%25.00$ 0%Per City Charter Administration 0100.4420 Notary N/A 5.00$ 0%5.00$ 0% Administration 0100.4430 Photocopying N/A 0.25$ 0%0.25$ 0%Per page: letter-size Administration 0100.4430 Photocopying N/A 0.50$ 0%0.50$ 0%Per page: legal-size; ledger-size REVOCATION REVOCATION varies varies 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section Administration 0100.4420 Special assessment record request N/A 25.00$ 0%25.00$ 0% Administration Res. No. 2023- 82 Edible cannabinoid initial license and renewal fee 1,000.00$ 1,000.00$ 0% Administration Res. No. 2023- 82 Edible cannabinoid in-state background investigation - initial license 500.00$ 500.00$ 0% Administration Res. No. 2023- 82 Edible cannabinoid out of state background investigation - initial license 1,000.00$ 1,000.00$ 0% Administration Res. No. 2023- 82 Edible cannabinoid w/o change background investigation - renewal license -$ -$ NA no charge Administration Res. No. 2023- 82 Edible cannabinoid with change background investigation - renewal license 500.00$ 500.00$ 0% Administration Res. No. 2023- 82 Edible cannabinoid administrative penality for a business - first violation $750; one-day suspension N/A $750; one-day suspension 0% Administration Res. No. 2023- 82 Edible cannabinoid administrative penality for a business - second violation $1,500; three-day suspension N/A $1,500; three-day suspension 0% Administration Res. No. 2023- 82 Edible cannabinoid administrative penality for a business - third violation $2,000; 10-day suspension N/A $2,000; 10-day suspension 0% Administration Res. No. 2023- 82 Edible cannabinoid administrative penality for a business - fourth violation Building 0100.4220 Address change administrative fee N/A 106.00$ 0%106.00$ 0% Building Permit 0100.4210 Building - basic 6 mo.6 mo.Table 1-A Table 1-A N/A Table 1-A has been added at the end of the Fee Schedule Building Permit 0100.4210 Building - grading permit 6 mo.Table 1-A Table 1-A N/A Table 1-A has been added at the end of the Fee Schedule Building Permit 0100.4210 Building - permit minimum 63.00$ 0%70.00$ 11%plus state surcharge Building 0100.2210 Building - Construction Mgmt. Agmt. Escrow (new construct.)2,000.00$ 0%2,000.00$ 0% Building 0100.2210 Building - Construction Mgmt. Agmt. Escrow (major addition)1,000.00$ 0%1,000.00$ 0% Building Permit 0100.4210 Building - moving 1 bldg. location to another lot 6 mo.163.00$ 0%180.00$ 10%plus deposit Building Permit 0100.4210 Building - moving building on same lot 6 mo.34.00$ 0%70.00$ 106%plus deposit Building Permit 0100.4210 Building - plan check - Residential - % of bldg permit 6 mo.50%0%50%0%Percentage of the applicable permit fee per table 1-A Building Permit 0100.4210 Building - plan check - Commercial/Industrial - % of bldg permit fee 6 mo.65%0%65%0%Percentage of the applicable permit fee per table 1-A Building Permit 0100.4210 Building - state contractors license surcharge 6 mo.5.00$ 0%5.00$ 0% Building Permit 0100.4210 Building - draintile 6 mo.118.00$ 0%130.00$ 10%flat fee, includes state surcharge Building Permit 0100.4210 Building - window replacement, 1-3 windows 6 mo.95.00$ 0%100.00$ 5%flat fee, includes state surcharge Building Permit 0100.4210 Building - window replacement, 4 or more windows 6 mo.182.00$ 0%190.00$ 4%flat fee, includes state surcharge Building Permit 0100.4210 Building - patio door replacement 6 mo.125.00$ 0%130.00$ 4%flat fee, includes state surcharge Building Permit 0100.4210 Building - egress window replacement/install, 1 window 6 mo.95.00$ 0%100.00$ 5%flat fee, includes state surcharge Building Permit 0100.4210 Building - egress window replacement/install, 2 or more windows 6 mo.125.00$ 0%130.00$ 4%flat fee, includes state surcharge Building Permit 0100.4210 Building - siding new or replacement 6 mo.172.00$ 0%180.00$ 5%flat fee, includes state surcharge Building Permit 0100.4210 Building - tearoff and reroof 6 mo.148.00$ 0%160.00$ 8%flat fee, includes state surcharge Building Permit 0100.4210 Building - reroofing, add second layer 6 mo.112.00$ 0%100.00$ -11%flat fee, includes state surcharge Building Permit 0100.4210 Building - investigation fee see comments see comments N/A 1 X applicable permit fee Building Permit 0100.4210 Building - working without a permit see comments see comments N/A 1 X applicable permit fee Building Permit 0100.4210 Building - reinspection fee 65.00$ 0%70.00$ 8% Building Permit 0100.4210 Building - administrative fee on refund of a building permit 20%0%20%0%of permit application fee Building Permit 0100.4210 Building - lead certification verification 5.00$ 0%5.00$ 0%per statute 326B.815, subd. 2 Building Permit 0100.4220 Driveway, auxiliary parking space or patio 6 mo.98.00$ 0%100.00$ 2% Building Permits 0100.4222 Electrical Table 1-B Table 1-B N/A Table 1-B has been added at the end of the Fee Schedule Building Permit 0100.4225 Fire - suppression 6 mo.Table 1-A Table 1-A N/A Table 1-A has been added at the end of the Fee Schedule Building Permit 0100.4225 Fire - vent hood cleaning 63.00$ 0%70.00$ 11%flat fee, no state surcharge Building Permit 0100.4240 Mechanical 6 mo.65.00$ 0%70.00$ 8%plus 2% of valuation over $2,900 Building Permit 0100.4240 Mechanical - residential garage heater 6 mo.65.00$ 0%70.00$ 8%flat fee, includes state surcharge REVOCATION 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section Building Permit 0100.4240 Mechanical - residential gas range installation 6 mo.65.00$ 0%70.00$ 8%flat fee, includes state surcharge (new flat fee permit) Building Permit 0100.4240 Mechanical - residential gas dryer installation 6 mo.65.00$ 0%70.00$ 8%flat fee, includes state surcharge (new flat fee permit) Building Permit 0100.4240 Mechanical - residential gas fireplace installation 6 mo.65.00$ 0%70.00$ 8%flat fee, includes state surcharge Building Permit 0100.4240 Mechanical - residential gas piping 6 mo.-$ 0%70.00$ N/A flat fee, includes state surcharge (new flat fee permit) Building Permit 0100.4240 Mechanical - residential air conditioning new/replace 6 mo.65.00$ 0%70.00$ 8%flat fee, includes state surcharge Building Permit 0100.4240 Mechanical - residential vent fan 32.00$ 0%35.00$ 9% Building Permit 0100.4240 Mechanical - residential furnace new/replace 6 mo.95.00$ 0%100.00$ 5%flat fee, includes state surcharge Building Permit 0100.4240 Mechanical - residential furnace and air conditioning new/replace 6 mo.142.00$ 0%150.00$ 6%flat fee, includes state surcharge Building Permit 0100.4240 Bldg. - administrative fee on refund of a mechanical permit 6 mo.20%0%20%0%of permit application fee Building Permit 0100.4205 Misc. - beer dispenser/ connected with water supply (6 mo.)6 mo.32.00$ 0%35.00$ 9% Building Permit 0505.4250 Plumbing - abandoning/repair water service 6 mo.31.00$ 0%35.00$ 13%plus state surcharge Building Permit 0100.4250 Plumbing - blowoff basin 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - catch basin 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - extension of water pipe or system 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - hydraulic sewer valve 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - new fixtures opening 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - permit minimum 6 mo.65.00$ 0%70.00$ 8%plus state surcharge Building Permit 0100.4250 Plumbing - water heater 6 mo.65.00$ 0%70.00$ 8%flat fee, includes state surcharge Building Permit 0100.4250 Plumbing - dishwasher 6 mo.32.00$ 0%35.00$ 9%flat fee, includes state surcharge Building Permit 0100.4250 Plumbing - rainwater leader up to 10 stories 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - rainwater leader each additional 15 stories after the first 10 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - alterations over $500 6 mo.32.00$ 0%35.00$ 9%for each $500 of value, plus state surcharge Building Permit 0100.4250 Plumbing - replace water distribution piping or system 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - rough in fixtures/set in fixtures 6 mo.20.00$ 0%20.00$ 0%per fixture, plus state surcharge Building Permit 0100.4250 Plumbing - sewage ejector 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - sump or receiving tank 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - vacuum breaker 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - water piping, first 100 lineal feet 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - water piping, additional 100 lineal feet 6 mo.32.00$ 0%35.00$ 9%plus state surcharge Building Permit 0100.4250 Plumbing - water treating or softening device 6 mo.32.00$ 0%35.00$ 9%flat fee, includes state surcharge Building Permit 0100.4250 Plumbing - administrative fee on refund of a plumbing permit 6 mo.20.00%0%20.00%0% Building Permit 0100.4255 Sewer - permit minimum 6 mo.73.00$ 0%80.00$ 10%plus state surcharge Building Permit 0100.4255 Sewer - new connection charge 6 mo.73.00$ 0%80.00$ 10%plus state surcharge Building Permit 0100.4255 Sewer - storm sewer connection 6 mo.73.00$ 0%80.00$ 10%plus state surcharge Building Permit 0100.4260 Signs - temporary 1 week 52.00$ 0%55.00$ 6% Building Permit 530 0100.4260 Signs - other than temporary 6 mo.88.00$ 0%95.00$ 8%plus $1.25 per square foot Building Permit 0100.4440 State surcharge (no valuation)6 mo.1.00$ 0%1.00$ 0% effective July 1, 2015 Building Permit 0100.4440 State surcharge/work with value 6 mo..0005 x value .0005 x value N/A Building Permit 0100.4270 Water - new connection charge 6 mo.73.00$ 0%80.00$ 10%plus state surcharge Building Permit 0100.4270 Water - water meter, fire meter 6 mo.73.00$ 0%80.00$ 10%plus state surcharge Code Enforcement 0100.4403 Administrative charge for nuisance elimination/abatement N/A 106.00$ 0%120.00$ 13%per incident plus actual costs Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level One Violation - 1st violation 75.00$ 0%100.00$ 33% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level One Violation - 2nd violation 90.00$ 0%125.00$ 39% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level One Violation - 3rd violation 110.00$ 0%150.00$ 36% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level One Violation - 4th violation 130.00$ 0%200.00$ 54% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Two Violation - 1st violation 120.00$ 0%140.00$ 17% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Two Violation - 2nd violation 140.00$ 0%175.00$ 25% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Two Violation - 3rd violation 170.00$ 0%210.00$ 24% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Two Violation - 4th violation 220.00$ 0%280.00$ 27% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Three Violation - 1st violation 180.00$ 0%200.00$ 11% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Three Violation - 2nd violation 220.00$ 0%250.00$ 14% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Three Violation - 3rd violation 260.00$ 0%300.00$ 15% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Three Violation - 4th violation 340.00$ 0%400.00$ 18% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Four Violation - 1st violation 260.00$ 0%280.00$ 8% 2024 would be first increase since 2015 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Four Violation - 2nd violation 320.00$ 0%350.00$ 9% Code Enforcement Other 306 0100.4725 Fine - admin. enforcement, Level Four Violation - 3rd violation 380.00$ 0%420.00$ 11% Code Enforcement Other 306 0100.4725 Fine - admin. Enforcement, Level Four Violation - 4th violation 500.00$ 0%560.00$ 12% Gymnasiums (limited set-up) CCC Other 2721.4513 1 Gym: Per Hour Max Fee (Non-Resident)weekday 50.00$ 0%50.00$ 0% CCC Other 2721.4513 1 Gym: Per Hour Max Fee (Non-Resident)weekend 60.00$ 0%60.00$ 0% CCC Other 2721.4513 2 Gyms: Per Hour Max Fee (Non-Resident)weekday 75.00$ 0%75.00$ 0% CCC Other 2721.4513 2 Gyms: Per Hour Max Fee (Non-Resident)weekend 85.00$ 0%85.00$ 0% CCC Other 2721.4513 3 Gyms: Per Hour Max Fee (Non-Resident)weekday 90.00$ 0%90.00$ 0% CCC Other 2721.4513 3 Gyms: Per Hour Max Fee (Non-Resident)weekend 100.00$ 0%100.00$ 0% CCC Other 2721.4513 1 Gym: 7+ hours (up to 100 people)weekday 350.00$ 0%350.00$ 0% CCC Other 2721.4513 1 Gym: 7+ hours (up to 100 people)weekend 420.00$ 0%420.00$ 0% CCC Other 2721.4513 2 Gyms: 7+ hours (101 to 250 people)weekday 525.00$ 0%525.00$ 0% CCC Other 2721.4513 2 Gyms: 7+ hours (101 to 250 people)weekend 595.00$ 0%595.00$ 0% CCC Other 2721.4513 3 Gyms: 7+ hours (251 to 400 people)weekday 630.00$ 0%630.00$ 0% 3 Gyms: 7+ hours (251 to 400 people)weekend 700.00$ 0%700.00$ 0% 2730.4462 Forest gym - Same Rates as Community Center (different code) Rental fee adjustments CCC Other 2721.4513 Event Set-up/Clean-up Fee, Meeting / Show (each gym)60.00$ 0%60.00$ 0% CCC Other 2721.4513 Event Set-up/Clean-up Fee, Food / Banquet Event (each room or gym)250.00$ 0%250.00$ 0% CCC Other 2721.4513 Alcohol Permit Fee 50.00$ 0%50.00$ 0% CCC Other 2721.4513 Alcohol Security Fee (Crystal Police) - per room / per hour (minimum 3 hours)70.00$ 0%85.00$ 21% CCC Other 2721.4513 Crystal Resident (or non-Crystal service organization) Gym Rental Discount 20%0%20%0% CCC Other 2721.4513 Crystal Youth or Service Organization Gym Rental Discount 50%0%50%0% CCC Other 2721.4520 Open gym - Adult 5.00$ 0%5.00$ 0%per time CCC Other 2721.4523 Open gym - Youth 2.00$ 0%2.00$ 0%per time 2730.4462 Forest Gym - Same rates as Community Center (different code) Meeting Rooms (includes set-up) CCC Other 2721.4513 Large Room (Minnesota) - Per Hour weekday 100.00$ 0%100.00$ 0% CCC Other 2721.4513 Large Room (Minnesota) - Per Hour weekend 115.00$ 0%115.00$ 0% CCC Other 2721.4513 Large Room (Minnesota) - 7+ hours weekday 700.00$ 0%700.00$ 0% CCC Other 2721.4513 Large Room (Minnesota) - 7+ hours weekend 805.00$ 0%805.00$ 0% CCC Other 2721.4513 Medium Room (Combined Crystal) - Per Hour weekday 55.00$ 10%55.00$ 0%capacity 100 CCC Other 2721.4513 Medium Room (Combined Crystal) - Per Hour weekend 65.00$ 8%65.00$ 0%capacity 100 CCC Other 2721.4513 Medium Room (Combined Crystal) - 7+ hours weekday 385.00$ 10%385.00$ 0%capacity 100 CCC Other 2721.4513 Medium Room (Combined Crystal) - 7+ hours weekend 455.00$ 8%455.00$ 0%capacity 100 CCC Other 2721.4513 Small room (Activity or Game) - Per Hour weekday 43.00$ 8%43.00$ 0%capacity 50-70 CCC Other 2721.4513 Small room (Activity or Game) - Per Hour weekend 53.00$ 6%53.00$ 0%capacity 50-70 CCC Other 2721.4513 Small room (Activity or Game) - 7+ Hours weekday 301.00$ 8%301.00$ 0%capacity 50-70 CCC Other 2721.4513 Small room (Activity or Game) - 7+ Hours weekend 371.00$ 6%371.00$ 0%capacity 50-70 CCC Other 2721.4513 Small room - Youth birthday party weekend 70.00$ 17%70.00$ 0%2 hours, includes 1 hour gym time if available CCC Other 2721.4513 Very Small Room (Creek) - Per Hour weekday 20.00$ 0%23.00$ 15%capacity 12 CCC Other 2721.4513 Very Small Room (Creek) - Per Hour weekend 30.00$ 0%33.00$ 10%capacity 12 CCC Other 2721.4513 Very small room (Creek) - 7+ Hours weekday 140.00$ 0%161.00$ 15%capacity 12 CCC Other 2721.4513 Very small room (Creek) - 7+ Hours weekend 210.00$ 0%231.00$ 10%capacity 12 Rental Fee Adjustments CCC Other 2721.4513 Crystal Resident (or non-Crystal service organization) Room Rental Discount 20%0%20%0% CCC Other 2721.4513 Crystal Youth or Service Organization Room Rental Discount 50%0%50%0% CCC Other 2721.4523 Youth Group Overnights (no discount)weekend 1,000.00$ 0%1,000.00$ 0%no discount Add-On Items (no discount) CCC Other 2721.4513 Kitchen (with rental) - Flat Fee (no discount)weekday 40.00$ 0%40.00$ 0% CCC Other 2721.4513 Kitchen (with rental) - Flat Fee (no discount)weekend 60.00$ 0%60.00$ 0% CCC Other 2721.4513 Kitchen - (outside room rental time) - Per Hour any day 40.00$ 0%40.00$ 0% CCC Other 2721.4513 Coffee service varies varies N/A CCC Other 2721.4513 Electronic Equipment, Lectern, etc. varies varies N/A same rates as Community Center same rates as Community Center 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section CCC Other 2721.4513 Building early opening - Per Hour weekday 30.00$ 0%30.00$ 0% CCC Other 2721.4513 Building early opening - Per Hour weekend 40.00$ 0%40.00$ 0% Damange/Compliance Deposit CCC Other 2721.2210 All Day Events - Per Gym or Room 200.00$ 0%200.00$ 0% CCC Other 2721.2210 Kitchen Use 100.00$ 0%100.00$ 0% CCC Other 2721.2210 Group Overnights 200.00$ 0%200.00$ 0% CCC Other 2721.2210 Evening Only Groups (Fri/Sa/Su)200.00$ 0%200.00$ 0% Engineering Permit 0100.4265 Right of way permit-Temporary Obstruction Varies Examples include: Little Free Library, Block Party Closure, Temporary Street Closure (for forestry) Engineering Permit 0100.4265 Right of way permit 6 mo.70.00$ 0%80.00$ 14% Engineering Permit 0100.4265 ROW User Registration Annual 50.00$ 0%50.00$ 0%Annual registration fee for companies that have permanent facilities in ROW Engineering Permit 0100.4265 Street Right of Way - utility/telecommunication - first 500 lineal feet 37.00$ 0%50.00$ 35%plus right of way permit Engineering Permit 0100.4265 Street Right of Way - utility/telecommunication - after first 500 lineal feet 0.12$ 0%0.15$ 25%per foot, plus right of way permit and first 500 feet Engineering Permit 0100.4265 Street right-of-way (telecommunication) - small cell wireless facility permit 70.00$ 0%80.00$ 14%plus other management costs Engineering Permit 0100.4265 Street right-of-way (telecommunication) - small cell wireless facility agreement (rent)per statute per statute N/A Per State Statute 237.163 Subd 6 per year (to collocate on the city structure) Engineering Permit 0100.4265 Street right-of-way (telecommunication) - small cell wireless facility agreement (maintenance) per statute per statute N/A Per State Statute 237.163 Subd 6 per year (for maintenance associated with collocation) Engineering Permit 0100.4265 Street right-of-way (telecommunication) - small cell wireless facility agreement (electrical service) per statute per statute N/A Per State Statute 237.163 Subd 6 less than or equal to 100 max. watts; per month/per node; plus actual costs of electricity, if applicable Engineering Permit 0100.4265 Street right-of-way (telecommunication) - small cell wireless facility agreement (electrical service) per statute per statute N/A Per State Statute 237.163 Subd 6 per radio node over 100 max. watts; per month; plus actual costs of electricity, if applicable Engineering Other 0100.4430 Copies (on engineering copier; 3' wide paper)3.75$ 0%3.75$ 0%per lineal foot Engineering Other 0100.4430 Map - City streets 4.50$ 0%4.50$ 0% Engineering Other 0100.4430 Map - City streets, including house numbers 8.50$ 0%8.50$ 0% Engineering Other 0100.4430 Map - Zoning 6.50$ 0%6.50$ 0% Engineering Other 0100.4430 Plan specifications and bid packets varies varies N/A depends on number of pages and size of sheets Engineering Other 0100.4627 Public Works birthday party package 160.00$ 0%160.00$ 0%plus optional supply items EDA Other 0220.4402 Tax Increment Financing application fee 2,120.00$ 0%2,500.00$ 18%non-refundable EDA Other 0220.2210 Tax Increment Financing application deposit 10,000.00$ 0%10,000.00$ 0%balance refunded or additional amount to be billed to actual expenses EDA Other 0220.2210 Bond financing application deposit 10,000.00$ 0%10,000.00$ 0% EDA Other 0220.4425 Bond financing administrative fee, payable prior to bond delivery 1%0%1%0%percent of the principal of the bonds issued EDA Other 0220.4425 Deemed refunding of bonds creating a reissuance for Federal tax purposes 2,120.00$ 0%2,500.00$ 18%non-refundable EDA Other 0220.4425 Issuance of bonds for another political subdivision for a project in the city 2,120.00$ 0%2,500.00$ 18%non-refundable Finance Other 0100.4403 Admin. charge for billing city provided services (non-UB)60.00$ 0%65.00$ 8% Finance Other 0100.4402 Admin. charge for certification of delinquent accounts (non-UB)35.00$ 0%50.00$ 43% Finance Other 0100.4402 Admin. charge for delinquent accounts turned over for collection (non-UB)60.00$ 0%65.00$ 8%Attorney involvement Finance Other 0100.4430 Budget, copy 30.00$ 0%30.00$ 0% Finance Other 0100.4430 Annual Financial Report, copy 30.00$ 0%30.00$ 0% Finance Other 0100.21XX COBRA premiums for health/dental/life insurance actual cost actual cost N/A Finance Other 0100.4402 COBRA 2% administration charge Finance Other 0100.4075 Interest rate for certification of delinquent accounts (non-UB)12%0%12%0%per year Finance Other 0101.4075 Interest rate for certification of tree removal agreements 4.50%N/A per year Finance Other 0100.4430 Mailing list printed on address labels 25.00$ 0%25.00$ 0%for up to 500 labels, then $0.04 per label Finance Other 0100.4430 Mailing list printed on thumb drive N/A N/A N/A Computer disc is no longer an option Finance Other 0100.4430 Mailing list printed on paper 0.30$ 0%0.30$ 0%per page Finance Other 0100.4430 New resident list 35.00$ 0%35.00$ 0%fee for 12-month subscription Finance Other 0100.4402 Returned check fee 30.00$ 0%30.00$ 0%per check Fire Other 955 0100.4711 False alarms fourth call per year 100.00$ 0%100.00$ 0%first three false alarms are no charge Fire Other 955 0100.4711 False alarms fifth call per year 200.00$ 0%200.00$ 0% Fire Other 955 0100.4711 False alarms sixth call per year 400.00$ 0%400.00$ 0% Fire Other 955 0100.4711 False alarms each additional call beyond the sixth call 400.00$ 0%400.00$ 0%possible imposition of fire watch No Cost Cobra is outsourced to 3rd party 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section Forestry Other 2015 0100.4403 Admin. charge for tree trimming and/or removal Forestry Other 615, 515.13, 800 0100.4403 Admin fee $47.28 0%$47.28 0%one admin fee for each incident Forestry Other 2015 Diseased Tree Test actual cost actual cost N/A Forestry Other 615 0100.4403 Charge for grass and/or weed mowing Forestry Other 515.13 0100.4403 Admin. charge to clear intersection and/or driveway site triangles Forestry Other 800.00 0100.4403 Admin. charge to clear plantings in street and/or sidewalk easements Forestry Permit 0100.4205 Natural vegetation landscape $0.00 $0.00 per PID Health Permit 0100.4205 Licensed facility plan review - new facility 1 x license fee 1 x license fee N/A Health Permit 0100.4205 Licensed facility plan review - remodeling ½ x license fee ½ x license fee N/A Housing License 425 0100.4285 Rental license fee - single family homes 1 year 180.00$ 0%180.00$ 0% Housing License 425 0100.4285 Rental license fee - duplexes 1 year 250.00$ 0%250.00$ 0%expires one year from date of issuance Housing License 425 0100.4285 Rental license fee - triplexes 1 year 310.00$ 0%310.00$ 0%expires one year from date of issuance Housing License 425 0100.4285 Rental license fee - four plexes 1 year 370.00$ 0%370.00$ 0%expires one year from date of issuance Housing License 425 0100.4285 Rental license fee - 5+ units, per building 1 year 370.00$ 0%370.00$ 0% Housing License 425 0100.4285 Rental license fee - 5+ units, per unit 1 year 22.00$ 0%24.00$ 9% Housing License 425 0100.4285 Rental license fee - late fee/ penalty 25% surcharge if 11-20 days late; 50% if 21-30 days late; 100% if >30 days late Housing License 425 0100.4285 Rental license fee - suspended license reinstatement fee 100.00$ 0%100.00$ 0% Housing License 425 0100.4285 Administrative fee on refund of application fee 20%0%20%0%of application fee Housing License 425 0100.4285 Rental license fee - failure to demonstrate financial resp.see comments see comments N/A 25% surcharge if 11-20 days late; 50% if 21-30 days late; 100% if >30 days late Housing License 425 0100.4285 Rental reinspection fees - single family homes 60.00$ 0%70.00$ 17% Housing License 425 0100.4285 Rental reinspection fees - duplexes, triplexes 75.00$ 0%100.00$ 33% Housing License 425 0100.4285 Rental reinspection fees - multiples 100.00$ 0%100.00$ 0%per building, plus $10 per unit Housing Other 435 0100.4276 Vacant building registration fee 1 year 700.00$ 0%1,000.00$ 43%expires one year from date of issuance Housing Other 435 0100.4276 Administrative Fee for vacant building registration 70.00$ 0%100.00$ 43% Planning Other 0100.4418 Administrative appeal 220.00$ 0%240.00$ 9% Planning Other 0100.4418 Telecommunication towers 2,100.00$ 0%2,200.00$ 5%plus escrow of 500% of fee for the City's expenses Planning Other 0100.4418 Comprehensive plan amendment 660.00$ 0%700.00$ 6%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4430 Comprehensive plan copy -$ 0%10.00$ N/A Planning Other 0100.4418 Conditional use permit 660.00$ 0%700.00$ 6%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4418 Environmental assessment worksheet 1,100.00$ 0%1,200.00$ 9%plus escrow of 500% of fee for the City's expenses Planning Other 0100.4418 Flood plain/wetland alteration 550.00$ 0%600.00$ 9%plus escrow of 500% of fee for the City's expenses Planning Other 0100.4418 Planned development 1,320.00$ 0%1,400.00$ 6%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4418 Adjacent parcel land conveyance (shifting a lot line)220.00$ 0%240.00$ 9%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4418 Lot combination (of previously platted lots)440.00$ 0%480.00$ 9%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4418 Plat - includes 2 lots 660.00$ 0%700.00$ 6%plus escrow of 100% of fee for City's expense Planning Other 0100.4418 Plat - each lot over 2 66.00$ 0%70.00$ 6%plus escrow of 100% of fee for City's expenses Planning Other 0100.4418 Park Dedication upon Subdivision of Land - Commercial 5,000.00$ 0%5,000.00$ 0%per acre (see City Code 525.05 Subd. 12) Planning Other 0100.4418 Park Dedication upon Subdivision of Land - Residential 1,000.00$ 0%1,000.00$ 0%per dwelling unit (see City Code 525.05 Subd. 12) Planning Other 0100.4418 Zoning amendment (ordinance text or map rezoning)660.00$ 0%700.00$ 6%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4418 Site plan review 660.00$ 0%700.00$ 6%plus escrow of 50% of fee for the City's expenses Planning Other 0100.4418 Vacations of a public street or easement 550.00$ 0%600.00$ 9%plus escrow of 100% of fee for the City's expenses Planning Other 0100.4418 Variance 550.00$ 0%600.00$ 9%plus escrow of 50% of fee for the City's expenses Planning Other 0100.4418 Zoning certificate 110.00$ 0%120.00$ 9% Planning Other 0100.4430 Zoning book 10.00$ 0%10.00$ 0% Police Permit 1310 0100.4205 Parking seasonal 35.00$ 0%35.00$ 0%if more than one vehicle Police Other 910 0100.4603 Animal - animal boarding per day 33.00$ 0%35.00$ 6%plus sales tax Police Other 0100.4603 Animal - animal impound (1st offense)40.00$ 0%42.00$ 5% Police Other 0100.4603 Animal - animal impound (2nd offense)80.00$ 0%84.00$ 5% Police Other 0100.4603 Animal - animal impound (3rd offense)120.00$ 0%126.00$ 5% Police Other 0100.4145 Animal - rabies release deposit 35.00$ 0%37.00$ 6% Police Other 0100.4604 Animal - dangerous dog registration fee 250.00$ 0%250.00$ 0% Police Other 0100.4604 Animal - potentially dangerous animal appeal fee 50.00$ 0%50.00$ 0% Police Other 0100.4604 Animal - dangerous animal appeal fee 100.00$ 0%100.00$ 0%and up to $1,000 of actual expense Police Other 0100.4610 Copy of state accident report varies varies N/A fee per state statute see comments actual cost, plus one admin fee for each incident actual cost, plus one admin fee for each incident actual cost, plus one admin fee for each incident actual cost, plus one admin fee for each incident 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section Police Other 0100.4610 Copy of police report varies varies N/A fee per state statute Police Other 0100.4615 Digital Copies (of incidents filmed from squar cars)50.00$ 0%50.00$ 0%each Police Other 0100.4615 Digital Copies (of incidents filmed by body cameras)50.00$ 0%50.00$ 0%each Police Other 0100.4615 Copy of electronic data (digital, audio & video)28.00$ 0%28.00$ 0%per request Police Other 0100.4615 Copy of electronic jail video 55.00$ 0%55.00$ 0%each Police Other 955 0100.4710 False alarms (3-5 calls per year)85.00$ 0%85.00$ 0% Police Other 955 0100.4710 False alarms (6-10 calls per year)125.00$ 0%125.00$ 0% Police Other 955 0100.4710 False alarms (11-15 calls per year)165.00$ 0%165.00$ 0% Police Other 955 0100.4710 False alarms (16 or more calls per year)205.00$ 0%205.00$ 0% Police Other 0100.4611 Fingerprinting fee (resident)30.00$ 0%30.00$ 0%for first card; each additional card $5 Police Other 0100.4612 Pawn services - transaction fee 4.00$ 0%4.00$ 0%per transaction Police Other 0100.4612 Pawn services - failure to report penalty 50.00$ 0%50.00$ 0%per day Police Other 0100.4615 Photos of accidents 37.00$ 0%37.00$ 0%plus cost of processing pictures Police Other 1310.13 0100.4902 Shared Mobility Device Impoundment Reclamation fee 150.00$ 0%150.00$ 0% Youth Programming Recreation Other 2010.4455 Youth - basketball $60-$80 $60-$80 N/A per session Recreation Other 2030.4455 Youth - dance $48-$200 $48-$200 N/A per session Recreation Other 2035.4455 Youth - flag football $59-$75 $59-$75 N/A per session Recreation Other 2040.4455 Youth - grade school (other)$20-$140 $20-$140 N/A per class Recreation Other 2050.4455 Youth - indoor sports seasonal cost + $1.50 cost + $1.50 N/A depends on activity Recreation Other 2060.4455 Youth - tickets seasonal cost + $1.50 cost + $1.50 N/A depends on activity Recreation Other 2070.4455 Youth - playgrounds $35-$45 $35-$45 N/A per session Recreation Other 2080.4455 Youth - preschool - open gym / per time 3.00$ 0%3.00$ 0% Recreation Other 2080.4455 Youth - preschool - open gym / 10-punch card 20.00$ 0%20.00$ 0%10 punches Recreation Other 2090.4455 Youth - preschool - special events/other seasonal $4-$65 $4-$65 N/A per session Recreation Other 22100.4455 Youth - preschool - summer seasonal $25-$65 $25-$65 N/A per session Recreation Other 2110.4455 Youth - soccer $50-$65 $50-$65 N/A per session Recreation Other 2130.4455 Youth - T-Ball/ mite ball $59-$75 $59-$75 N/A per session Recreation Other 2140.4455 Youth - teen activities varies varies N/A for specific event Recreation Other 2150.4455 Youth - tennis instruction $40-$70 $40-$70 N/A per session Recreation Other 2170.4455 Youth - unscheduled $20-$140 $20-$140 N/A per session Adult Programming Recreation Other 2215.4460 Adult - exercise - other seasonal $32-$80 $32-$80 N/A $5 for drop ins Recreation Other 2250.4460 Adult - softball - co-rec seasonal $520-$860 $520-$860 N/A per team, per session Recreation Other 2260.4460 Adult - softball - mens seasonal $520-$860 $520-$860 N/A per team, per session Recreation Other 2290.4460 Adult - tennis league seasonal 25.00$ 0%25.00$ 0%cooperative program Recreation Other 2338.4460 Adult - pickleball drop in - indoor seasonal $5-$10 $5-$10 N/A per time Recreation Other 2338.4460 Adult - pickleball punch card - indoor seasonal $50-$60 $50-$60 N/A $50 for 20 visits Recreation Other 2338.4460 Adult - pickelball outdoor membership seasonal $30-$60 $30-$60 N/A Recreation Other 2300.4460 Adult - unscheduled - resident seasonal $4-$11 $4-$11 N/A per hour of instruction Recreation Other 2310.4460 Adult - volleyball - co-rec seasonal $300-$330 $300-$330 N/A per team, per session Recreation Other 2320.4460 Adult - volleyball - mens seasonal $300-$330 $300-$330 N/A per team, per session Recreation Other 2350.4460 Adult - volleyball - womens seasonal $300-$330 $300-$330 N/A per team, per session Recreation Other 2340.4460 Adult - open volleyball seasonal 62.00$ 13%62.00$ 0% Recreation Other 2340.4460 Adult - piekleball programs $5-$75 $5-$75 N/A Senior Programming Recreation Other 2405.4465 Seniors - art classes - resident seasonal varies varies N/A fee determined by contracted instructor Recreation Other 2410.4465 Seniors - defensive driving - AARP course fee seasonal varies varies N/A fee determined by AARP Recreation Other 2410.4465 Seniors - defensive driving - local service fee seasonal $2 R/$4 $2 R/$4 N/A Recreation Other 2420.4465 Seniors - membership dues seasonal 12.00$ 0%12.00$ 0% Recreation Other 2420.4465 Seniors - membership dues - non-resident seasonal 19.00$ 0%19.00$ 0% Recreation Other 2425.4465 Seniors - fitness seasonal 5.00$ 0%5.00$ 0%per class; $5 for drop ins Recreation Other 2435.4465 Seniors - miscellaneous classes seasonal cost + $3.50 cost + $3.50 N/A Recreation Other 2440.4465 Seniors - special events seasonal varies varies N/A plus direct cost of event cooperative program Recreation Other 2445.4465 Seniors - trips seasonal cost + $3.50 cost + $3.50 N/A Park Facilities 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section Recreation Other 2710.4485 Community Park Shelter - 5 hours weekday 65.00$ 0%65.00$ 0% Recreation Other 2710.4485 Community Park Shelter - 5 hours weekend 75.00$ 0%75.00$ 0% Recreation Other 2710.4485 Park building (except Valley Place)- 5 hours with Park Shelter any day 30.00$ 0%30.00$ 0% Recreation Other 2710.4485 Valley Place Park Building - 5 hours - weekday weekday 100.00$ 0%100.00$ 0% Recreation Other 2710.4485 Valley Place Park Building - 5 hours - weekend weekend 125.00$ 0%125.00$ 0% Recreation Other 2710.4485 Becker Park Amphitheater - 5 hours - NEW weekday 125.00$ 0%125.00$ 0% Recreation Other 2710.4485 Becker Park Amphitheater - 5 hours - NEW weekend 175.00$ 0%175.00$ 0% Recreation Other 2710.4485 Becker Park Oval - 5 hours weekday 65.00$ 0%65.00$ 0% Recreation Other 2710.4485 Becker Park Oval - 5 hours weekend/holiday 75.00$ 0%75.00$ 0% Recreation Other 2710.4485 Sports Field/Court Rental - Youth - Per Hour any day 10.00$ 0%10.00$ 0% Recreation Other 2710.4485 Sports Field/Court Rental - Adult - Per Hour any day 20.00$ 0%20.00$ 0% Recreation Other 2710.4485 Sports Field/Court Rental - All Day Tournament any day 200.00$ 0%200.00$ 0% Recreation Other 2710.4485 Park Rental Permit - Space Only (no shelter) - 5 hours weekday 25.00$ 0%25.00$ 0% Recreation Other 2710.4485 Park Rental Permit - Space Only (no shelter) - 5 hours weekend 35.00$ 0%35.00$ 0% Recreation Other 2710.4485 Neighborhood Park Shelter - 5 hours weekday 40.00$ 0%40.00$ 0% Recreation Other 2710.4485 Neighborhood Park Shelter - 5 hours weekend 50.00$ 0%50.00$ 0% Recreation Other 2710.4485 One Day Non-Event Food Truck - weekday weekday 40.00$ 0%40.00$ 0% Recreation Other 2710.4485 One Day Non-Event Food Truck - weekend weekend 50.00$ 0%50.00$ 0% Recreation Other 2710.4485 Park Use Permit - 3 Hours (vendor/business)weekday 25.00$ 0%25.00$ 0% Recreation Other 2710.4485 Park Use Permit - 3 Hours (vendor/business)weekend 35.00$ 0%35.00$ 0% Recreation Other 2710.4485 Park Use Permit - Commercial Video Per Day (vendor/business)any day 100.00$ 0%100.00$ 0%plus expenses Recreation Other 2710.4485 Disc Golf Course Rental (non-exclusive leagues) - per day any day 20.00$ 0%20.00$ 0% Rental Fee Adjustments Recreation Other 2710.4485 Crystal Resident (or non-Crystal service organization) Park Facility Rental Discount 20%0%20%0% Recreation Other 2710.4485 Crystal Youth or Service Organization Park Facility Rental Discount 50%0%50%0% Facility Add-On (no discount) Recreation Other 2710.4485 Additional Sport Field Preparation - Per Hour any day 20.00$ 0%20.00$ 0% Recreation Other 2710.4485 Field Attendant - per hour any day 20.00$ 0%20.00$ 0% Recreation Other 2710.4485 Sports Field Lights - Per Hour any day 20.00$ 0%20.00$ 0% Recreation Other 2710.4485 Party Equipment Use Fee any day 20.00$ 0%20.00$ 0% Recreation Other 2710.4485 Sporting Equipment any day varies varies N/A Recreation Other 2710.4485 Beer / Wine with Shelter Rental any day Facility Damage/Compliance Deposit (no discount) Recreation Other 2610.4470 Picnic Pavillion & Becker Stage 100.00$ 0%100.00$ 0% Park Special Events Recreation Other 2610.4470 Community events seasonal varies varies N/A Vary Depending on Activity Recreation Other 2620.4470 Special - Frolics - other seasonal varies varies N/A Recreation Other 2630.4470 Special - Frolics - softball seasonal 300.00$ 0%300.00$ 0% Recreation Other 2630.4470 Special - Frolics - CoRec softball seasonal 150.00$ 0%150.00$ 0% Recreation Other 2640.4470 Special - Frolics - Vendor seasonal $50-$250 $50-$250 N/A Recreation Other 2640.4470 Special - Frolics - Vendor - CBA Members seasonal N/A Recreation Other 2640.4470 Special - Frolics - Vendor - Non-Profit/Volunteer seasonal N/A Recreation Other 2640.4470 Special - Frolics - Vendor - Artist/Handmade/Craft seasonal N/A Recreation Other 2640.4470 Beer Vendor per event $100-$500 $100-$500 N/A Recreation Other 2640.4470 Farmer's Market Daily, Full, 1/4 or 1/2 $20-$250 $20-$250 N/A Recreation Other 2610.4470 Special Event - under 250 persons attending per event 200.00$ 0%200.00$ 0% Recreation Other 2610.4470 Special Event - 251 to 500 persons attending per event 400.00$ 0%400.00$ 0% Recreation Other 2610.4470 Special Event - 501 to 700 persons attending per event 700.00$ 0%700.00$ 0% Recreation Other 2610.4470 Special Event - over 700 persons attending per event 1,000.00$ 0%1,000.00$ 0%limited to capacity determined by City of Crystal Rental Fee Adjustments Recreation Other 2610.4470 Crystal Resident (or non-Crystal service organization) Special Event Discount 20%0%20%0% Recreation Other 2610.4470 Crystal Youth or Service Organization Special Event Discount 50%0%50%0% Recreation Other Special events permit application fee, non-refundable per event 100.00$ 0%100.00$ 0%$50 applied to rental if accepted insurance required 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section Recreation Other 2710.4470 Event cancellation fee - by renter per event 25% of fee 25% of fee N/A No refunds due to weather conditions Recreation Other 2710.4470 Event cancellation fee - by city per event 100% of fee 100% of fee N/A Full refund of fees paid to the City, the City is not responsible for any other expenses for the event Park Damage/Compliance Deposit Recreation Other 2710.4470 Damage deposit - under 250 persons attending per event 500.00$ 0%500.00$ 0% Recreation Other 2710.4470 Damage deposit - 251 to 500 persons attending per event 1,000.00$ 0%1,000.00$ 0% Recreation Other 2710.4470 Damage deposit - 501 to 700 persons attending per event 1,500.00$ 0%1,500.00$ 0% Recreation Other 2710.4470 Damage deposit - over 700 persons attending per event 2,000.00$ 0%2,000.00$ 0% Recreation Other 2710.4470 Excessive Clean-up/Damages to Park Property per event actual actual N/A charged to damage deposit, excess billed Additional Special Event Fees Recreation Other 2710.4470 Food booth registration fee per event 20.00$ 0%20.00$ 0%Also need Hennepin County food license Recreation Other 2710.4470 Vendor booth registration fee per event 20.00$ 0%20.00$ 0% Recreation Other 2710.4470 Amplified sound (PA/speakers) fee per event 20.00$ 0%20.00$ 0% Recreation Other 2710.4470 Misc. equipment - trash barrels/liners per event 5.00$ 0%5.00$ 0%per barrel Recreation Other 2710.4470 Misc. equipment - dumpster per event actual actual N/A city rate, varies depending on year Recreation Other 2710.4470 Misc. equipment - outdoor restrooms per event actual actual N/A city rate, varies depending on year Recreation Other 2710.4485 Inflatable device - each anyday Recreation Other 2710.4485 Large temp. shade structure - each anyday Recreation Other 2710.4485 Use of City's electricity anyday Pool Daily Admission Pool Other 2722.4556 Coupon books - 10 admissions seasonal 70.00$ 8%70.00$ 0% Pool Other 2722.4556 Swimming pool admission 1 day 9.00$ 13%9.00$ 0% Pool Other 2722.4556 Swimming pool senior admission, age 55+7.00$ 17%7.00$ 0%No senior rate for annual Pool Other 2722.4556 Swimming pool twilight admission, after 5 p.m.7.00$ 17%7.00$ 0% Pool Other 2722.4556 Swimming pool admission, adult lap swim 2.00$ 0%2.00$ 0%free with season pass Pool Season Passes - Early Bird Rate (earlier - through Tuesday after Labor Day) Pool Other 2722.4562 Non-Resident Season pass - per person seasonal 57.00$ 27%57.00$ 0% Pool Other 2722.4562 Resident Season pass - per person ($12 discount)seasonal 45.00$ 29%45.00$ 0% Pool Season Passes - Regular Rate Pool Other 2722.4562 Non-Resident Season pass - per person seasonal 65.00$ 23%65.00$ 0% Pool Other 2722.4562 Resident Season pass - per person ($12 discount)seasonal 53.00$ 23%53.00$ 0% Swimming Lessons Pool Other 2722.4565 Red Cross swimming lessons - Water Tot/Parent - non-resident seasonal 62.00$ 9%62.00$ 0% Pool Other 2722.4565 Red Cross swimming lessons - Levels I to VII - non-resident seasonal 67.00$ 8%67.00$ 0% Pool Other 2722.4565 Red Cross lifeguard training - non-resident seasonal 230.00$ 0%230.00$ 0% Pool Other 2722.4565 Resident Discount seasonal 7.00$ 0%7.00$ 0% Special Rates Pool Other 2722.4569 Groups seasonal 7.00$ 17%7.00$ 0%per person, minimum size (15) Pool Other 2722.4569 Rentals - after hours seasonal 220.00$ 159%220.00$ 0%2 hours, plus $5 per person (minimum size 50) Pool Other 2722.4569 Rentals - swim clubs seasonal 47.00$ 0%47.00$ 0%per hour Pool Other 2722.4569 Pool birthday party seasonal 125.00$ N/A 125.00$ 0%2 hours Table 1- A Permits not covered by a specific fee listed in the Fee Schedule shall be based on the value of work as follows: 3,567.30 for the first 500,000 plus 5.23 for each additional 1,000, or fraction thereof, to and including 1,000,000 6,182.30 for the first 1,000,000 plus 4.02 for each additional 1,000, or fraction thereof Table 1-B Electrical Permit Fees: Park Use Add-On (no discount/one charge per day) insurance required insurance required 100,001 to 500,000 500,001 to 1,000,000 Greater than 1,000,000 Up to 2,000 2,001 to 25,000 25,001 to 50,000 50,001 to 100,000 1,103.30 for the first 100,000 plus 6.16 for each additional 1,000, or fraction thereof, to and including 500,000 718.30 for the first 50,000 plus 7.70 for each additional 1,000, or fraction thereof, to and including 100,000 70.00 for the first 1,500 plus 3.27 for each additional 100, or fraction thereof, to and including 2,000 86.35 for the first 2,000 plus 15.40 for each additional 1,000, or fraction thereof, to and including 25,000 440.55 for the first 25,000 plus 11.11 for each additional 1,000, or fraction thereof, to and including 50,000 3.5 Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type City Code Section Resolution No. Accounting Code Description Expires 2023 Fee Percent Increase 2024 Fee Percent Increase Comments City of Crystal 2024 Proposed Fee Schedule Main Section Description Cost Residential Panel Replacement (includes up to 3 trips)$100.00 Sub Panel (both residential and non-residential)$50.00 Non-residential panel 0-300 AMP (not including trip fees)$50.00 Non-residential panel each additional 100 AMP $14 0 - 5,000 Watts $60.00 5,001 - 10,000 Watts $100.00 10,001 - 20,000 Watts $150.00 20,001 - 30,000 Watts $200.00 30,001 - 40,000 Watts $250.00 0-100 AMP $10.00 Additional 100 AMP $5.00 0-10 KVA $10.00 11-74 KVA $40.00 75-299 KVA $60.00 299+ KVA $150.00 Apartment Building Per Unit (Service/House Panel not included)$85.00 Retofit Lighintg Per Fixture $0.65 Per standard $7.00 Street & Lot lights - per pole $4.00 Sign Transformers $8.00 Remote Control or Signal Wiring $0.75 Swimming Pools (Includes 2 trips)$100.00 Trip Fee Per Trip (Minimum of 1 trip required unless fee explicitly includes trips)$50.00 Residential minimum fee is $50 and maximum is $200 for 3 trips with a service of 200 AMP or less - includes new homes. No maximum if service is over 200 AMP. Transformers & Generators Traffic Signals Work Type New or Repair Service/Power Supply Solar Panels Feeders/Circuits 3.5 City of Crystal 2024 Proposed Fee Schedule Utility Section Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type Accounting Code Description 2023 Fee Percent Increase 2024 Fee Percent Increase Comments Water Other 0505.4655 Water service base fee 16.88$ 7%18.07$ 7%per 1,000 gallons Water Other 0505.4655 Water consumption per 1,000 gallons in tier 1 8.34$ 7%8.92$ 7%per 1,000 gallons Residential Tier Sizes Water Other 0505.4655 Water consumption per 1,000 gallons in tier 2 9.21$ 7%9.86$ 7%per 1,000 gallons Water Other 0505.4655 Water consumption per 1,000 gallons in tier 3 9.65$ 7%10.33$ 7%per 1,000 gallons Tier 1: 1,000 gallon units in tier (0 to 30 units) Tier 2: 1,000 gallon units in tier (31 to 60 units) Water Other 0505.4655 Water consumption for water used for irrigation 9.65$ 7%10.33$ 7%per 1,000 gallons Tier 3: 1,000 gallon units in tier (over 60 units) Water Other 0505.4656 Water consumption for water used through a hydrant meter 9.65$ 7%10.33$ 7%per 1,000 gallons Water Other 0505.4655 City owned water fountains will no longer be metered, but will be charged for one unit of water per year. Past experience with metered fountains showed usage of less than one unit per year. 8.34$ 7%8.92$ 7%per 1,000 gallons Commercial/Industrial/Institutional Tier Sizes Water Other 0505.4644 Emergency well surcharge 0.21$ 0%0.21$ 0%per 1,000 gallons Tier 1: 1,000 gallon units in tier (0 to 30 units) Tier 2: 1,000 gallon units in tier (31 to 60 units) Tier 3: 1,000 gallon units in tier (over 60 units) Meter Size Equivalent Meter Ratio 2024 Proposed Meter Fee Equilvalent meter Ratio Increase (decrease) Water Other 0505.4655 Minnesota safe water testing fee - Pass thru 2.43$ 0%2.43$ 0%per quarter Water Other 0505.4655 Water meter fee for meters of 5/8 inch 8.64$ 18%9.24$ 7%per quarter 5/8-Inch 1.00 9.24$ 1.00 0.60$ Water Other 0505.4655 Water meter fee for meters of 3/4 inch 8.64$ 7%9.24$ 7%per quarter 3/4-Inch 1.10 9.24$ 1.00 0.60 Water Other 0505.4655 Water meter fee for meters of 1 inch 12.09$ 7%12.94$ 7%per quarter 1-Inch 1.40 12.94$ 1.40 0.85 Water Other 0505.4655 Water meter fee for 1 1/2 inch meters 21.77$ 7%23.29$ 7%per quarter 1 1/2-Inch 1.80 23.29$ 2.52 1.52 Water Other 0505.4655 Water meter fee for 2 inch meters 63.13$ 7%67.55$ 7%per quarter 2-Inch 2.90 67.55$ 7.31 4.42 Water Other 0505.4655 Water meter fee for 3 inch meters 77.80$ 7%83.25$ 7%per quarter 3-Inch 11.00 83.25$ 9.00 5.45 Water Other 0505.4655 Water meter fee for 4 inch meters 99.01$ 7%105.94$ 7%per quarter 4-Inch 14.00 105.94$ 11.46 6.93 Water Other 0505.4655 Water meter fee for 6 inch meters 148.52$ 7%158.92$ 7%per quarter 6-Inch 21.00 158.92$ 17.19 10.40 Water Other 0505.4655 Fire line - 2 inches 14.45$ 7%15.46$ 7%per quarter Water Other 0505.4655 Fire line - 3 inches 22.71$ 7%24.30$ 7%per quarter Water Other 0505.4655 Fire line - 4 inches 33.37$ 7%35.70$ 7%per quarter Water Other 0505.4655 Fire line - 6 inches 45.18$ 7%48.34$ 7%per quarter Water Other 0505.4655 Fire line - 8 inches 55.71$ 7%59.61$ 7%per quarter Water Other 0505.4655 Fire line - 10 inches 67.16$ 7%71.86$ 7%per quarter Sewer Other 0510.4655 Sewer service base fee 14.32$ 7%15.32$ 7%per quarter Sewer Other 0510.4655 Sewer charge: non-metered (residential; minimum)55.06$ 7%58.91$ 7%per quarter Sewer Other 0510.4655 Sewer charge: non-metered (non-residential; minimum)28.83$ 7%30.85$ 7%per quarter Sewer Other 0510.4902 Sewer: failed sump pump inspection per month Sewer Other Sewer consumption fee (based on winter water consumption) Sewer Other Residential Tier Sizes Sewer Other Tier 1: 1,000 gallon units in tier (0 to 30 units)5.89 7%6.31 7%per quarter Sewer Other Tier 2: 1,000 gallon units in tier (31 to 60 units)7.22 7%7.73 7%per quarter Sewer Other Tier 3: 1,000 gallon units in tier (over 60 units)8.55 7%9.15 7%per quarter Sewer Other Commercial/Industrial/Institutional Tier Sizes Sewer Other Tier 1: 1,000 gallon units in tier (0 to 30 units)9.96 7%10.66 7%per quarter Sewer Other Tier 2: 1,000 gallon units in tier (31 to 60 units)11.29 7%12.08 7%per quarter Sewer Other Tier 3: 1,000 gallon units in tier (over 60 units)12.62 7%13.50 7%per quarter Storm Other Storm fees are calculated based on Established Base Rate x REF x Acreage Determination of REF's for Land use: Storm Other Established base rate:Land use:REF: Storm Other 515.4655 Residential (1/5 acre)22.15 0%22.15 0%per quarter Cemeteries, vacant 0.25 Storm Other 515.4655 Non-Residential (per 1 acre)100.75 0%105.75 5%per quarter Parks and railroads 0.75 Two-family residential 1.00 Single-family residential 1.00 Public and private school and institutional uses, airport 1.25 Multiple-family residential uses and churches 3.00 Commercial, industrial and warehouse uses 5.00 Street Lights Other 0520.4655 Street lights: Single-unit Residential / Commercial (per business)5.35 7%5.72 7%per quarter Street Lights Other 0520.4655 Street lights: Multi-unit Residential (per unit)4.01 7%4.29 7%per quarter Recycle Other 0525.4655 Recycling: single-family residential 15.00 25%17.70 18%per quarter 3.5 City of Crystal 2024 Proposed Fee Schedule Utility Section Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Department Type Accounting Code Description 2023 Fee Percent Increase 2024 Fee Percent Increase Comments Utility Other 0505.4902 Access to property denied 125.00$ 0%150.00$ 20%per incident; maximum of once per quarter Utility Other 0505.4955 Administrative charge for certification of delinquent utilities 35.00$ 0%50.00$ 43% Utility Other 0505.4902 Charge for unlawful water use 150.00 0%160.50$ 7%per day Utility Other 0505.4902 Hydrant rental (other)73.00$ 0%78.11$ 7% Utility Other 0505.2210 Hydrant rental (meter deposit)1,350.00$ 4%1,444.50$ 7%deposit against water use charges Utility Other 0505.4075 Interest rate for certification of delinquent utilities 12%0%12%0%per year Utility Other 0505.4902 Meter testing (when meter within 2% of accurate)actual cost actual cost N/A based on billing rate for hours worked Utility Other various.4902 Penalty for late payment 10%0%10%0%of amount past due Utility Other 0505.4902 Rental property: duplicate bill to occupant 1.00 0%1.07 7%added to each quarter bill Utility Other 0505.4902 Rental property: restart duplicate bill 5.00 0%5.35 7%once when duplicate billing is restarted Utility Other 0505.4902 Rental property: pro-rata bill when occupant changes 15.00 0%16.05 7%once at time of billing Utility Other 0505.4902 Service fee for water shut off/turn on (for code enforcement purposes)55.00 0%58.85 7%per trip; shut off and turn on per hour; $55 minimum Utility Other 0505.4902 Service fee (after hour call)N/A overtime rate; 2 hour minimum Utility Other 0505.4902 Service abandonment fee N/A Utility Other 0505.4902 Alternative service abandonment fee 8,000.00$ 0%8,560.00$ 7%deposit for the city to disconnect service in the future, if needed Utility Other 0505.4947 3/4S IPERL 1G 3-TERM SCREW SM Actual Cost Actual Cost Utility Other 0505.4947 1 IPERL 1G 3-TERM SCREW MN Actual Cost Actual Cost Utility Other 0505.4947 OMNI 1-1/2" C2 MTR 1G W/INT'L Actual Cost Actual Cost Utility Other 0505.4947 OMNI 2" C2 MTR 1GAL METER Actual Cost Actual Cost Utility Other 0505.4947 OMNI 3" C2 MTR 1G MTR W/INTRNL Actual Cost Actual Cost Utility Other 0505.4947 OMNI 4" C2 MTR 10GAL METER W/Actual Cost Actual Cost Utility Other 0505.4947 510M S/POINT M2 TC SP W/HR&LD Actual Cost Actual Cost Varies water service disconnected and plugged 3.5 Utility Rate Code Sequence Type Description Other Info Block Rate Rate Charge Minimum Bill Charge Applicable Rate Code and/or Comments Street Lights LCM 1 Basic Charge Lighting - Commercial - Monthly Monthly Charge -$ 1.91$ -$ Street Lights 1 Basic Charge Lighting - Residential - Multi-Unit - Quarterly Quarterly Charge -$ 4.29$ -$ LM1, LM2 Street Lights 1 Basic Charge Lighting - Residential - Single Unit - Quarterly Quarterly Charge -$ 5.72$ -$ LC1, LP1, LR1 Recycling 1 Basic Charge Recycling - Residential - Quarterly Recycling Charge -$ 17.70$ -$ RC1, RC2 Sewer 1 Basic Charge Sewer - All Properties - Base Charge - Quarterly Base Sewer Charge -$ 15.32$ -$ SM1, SM2, SR1, SS1, SA1, SC1, SC2, SC3, SC4, SC5, SC6, SC7, SP1, SP2, SP3, SP4, SP5, SP6. Residential and Commercial Sewer 1 Basic Charge Sewer - Commercial - Base Charge - Monthly Base Sewer Charge Monthly -$ 5.11$ -$ SCM, SM6, SM7 Sewer 1 Block Charge Sewer - Commercial - Tier 1 Consumption - Quarterly COMMERCIAL - Sewer - Tier 1 10.66$ -$ -$ SA1, SC1, SC2, SC3, SC4, SC5, SC6, SC7, SCM, SM6, SM7, SP1, SP2, SP3, SP4, SP5, SP6 Sewer 2 Block Charge Sewer - Commercial - Tier 2 Consumption - Quarterly COMMERCIAL - Sewer - Tier 2 12.08$ -$ -$ SA1, SC1, SC2, SC3, SC4, SC5, SC6, SC7, SCM, SM6, SM7, SP1, SP2, SP3, SP4, SP5, SP6 Sewer 3 Block Charge Sewer - Commercial - Tier 3 Consumption - Quarterly COMMERCIAL - Sewer - Tier 3 13.50$ -$ -$ SA1, SC1, SC2, SC3, SC4, SC5, SC6, SC7, SCM, SM6, SM7, SP1, SP2, SP3, SP4, SP5, SP6 Sewer SW2 1 Basic Charge Sewer - Commercial Well - Base Charge - Quarterly Base Charge -$ 30.85$ -$ SW2 Sewer 1 Block Charge Sewer - Residential - Tier 1 Consumption - Quarterly Sewer - Tier 1 6.31$ -$ -$ SM1, SM2, SR1, SS1 Sewer 2 Block Charge Sewer - Residential - Tier 2 Consumption - Quarterly Sewer - Tier 2 7.73$ -$ -$ SM1, SM2, SR1, SS1 Sewer 3 Block Charge Sewer - Residential - Tier 3 Consumption - Quarterly Sewer - Tier 3 9.15$ -$ -$ SM1, SM2, SR1, SS1 Sewer SW1 1 Basic Charge Sewer - Residential Well - Base Charge - Quarterly Base Charge -$ 58.91$ -$ SW1 Storm Drainage DP1 1 Adjustment Storm Drainage - City Property - Quarterly City Property -$ -$ -$ Storm Drainage 1 Basic Charge Storm Drainage - City Property AND Commercial - Quarterly Quarterly Charge -$ 105.75$ -$ DC1, DP1 Storm Drainage DCM 1 Basic Charge Storm Drainage - Commercial - Monthly Monthly Charge -$ 35.25$ -$ DCM Storm Drainage DR1 1 Basic Charge Storm Drainage - Residential - Quarterly Quarterly Charge -$ 22.15$ -$ DR1 Water 2 Basic Charge Water - All Properties - Base Fee - Monthly Water Base Fee Monthly -$ -$ 6.02$ W1M, W2M, W3M Water 1 Surcharge Water - All Properties - Emergency Water Supply Fee - Quarterly Emerg WA Supply Fee 0.21$ -$ -$ IP2, IP1 IC4, IC3, IC5, IC6, IC2, IC7, IC1, IC8, WA0, WC1, WC2, WC3, WC4, WC5, WC6, WC7, WC8, WM0, WP1, WP2, WP4, WP5, WP6, WP7, WR0, WS0 Water 1 Surcharge Water - All Properties - Emergency Water Supply Fee - Monthly Emerg WA Supply Fee -$ 0.21$ -$ W1M, W2M, W3M (The emergency well surcharge is automatically added into all the quarterly bill codes, but not the montly ones, that's why these have their own designation) Water 1 Basic Charge Water - All Properties - Meter Base Fee - Quarterly Water Base Fee -$ 18.07$ -$ WA0, WC1, WC2, WC3, WC4, WC5, WC6, WC7, WC8, WM0, WP1, WP2, WP4, WP5, WP6, WP7, WR0, WS0 Water 1 Basic Charge Water - All Properties - Meter Charge - 1 1/2" - Quarterly 1 1/2" Meter Charge -$ 23.29$ -$ IC4, WC4, WM4, WP4, WP5, WR4 Water W1M 1 Basic Charge Water - All Properties - Meter Charge - 1 1/2" - Monthly 1 1/2" Meter Charge - Monthly -$ -$ 7.76$ Water 1 Basic Charge Water - All Properties - Meter Charge - 1" - Quarterly 1" Meter Charge -$ 12.94$ -$ IC3, IP2, WA3, WM3, WR3 Water W3M 1 Basic Charge Water - All Properties - Meter Charge - 1" - Monthly 1" Meter Charge - Monthly -$ -$ 4.31$ Water 1 Basic Charge Water - All Properties - Meter Charge - 2" - Quarterly 2" Meter Charge -$ 67.55$ -$ IC5, IP1, WC5, WM5, WR5 Water W2M 1 Basic Charge Water - All Properties - Meter Charge - 2" - Monthly 2" Meter Charge - Monthly -$ -$ 22.52$ Water 1 Basic Charge Water - All Properties - Meter Charge - 3" - Quarterly 3" Meter Charge -$ 83.25$ -$ IC6, WC6, WM6, WP6, WR6 Water 1 Basic Charge Water - All Properties - Meter Charge - 3/4" - Quarterly 3/4" Meter Charge -$ 9.24$ -$ IC1, IC2, WA1, WA2, WC1, WC2, WC3, WM1, WM2, WP1, WP2, WR1, WR2, WS1, WS2 Water 1 Basic Charge Water - All Properties - Meter Charge - 4" - Quarterly 4" Meter Charge -$ 105.94$ -$ IC7, WC7, WM7, WP7, WR7 Water 1 Basic Charge Water - All Properties - Meter Charge - 5/8" - Quarterly 5/8" Meter Charge -$ 9.24$ -$ IC1, IC2, WA1, WA2, WC1, WC2, WC3, WM1, WM2, WP1, WP2, WR1, WR2, WS1, WS2 Water 1 Basic Charge Water - All Properties - Meter Charge - 6" - Quarterly 6" Meter Charge -$ 158.92$ -$ IC8, WC8, WM8, WR8 Water W0D Basic Charge Water - All Properties - MN Water Test Fee - Bi Quarterly -$ 4.86$ -$ Water W0M Basic Charge Water - All Properties - MN Water Test Fee - Monthly -$ 0.81$ -$ Water 1 Basic Charge Water - All Properties - MN Water Test Fee - Quarterly MN Water Test Fee -$ 2.43$ -$ IP0, I00, WP0, W00 Water 1 Block Charge Water - All Properties - Tier 1 Consumption - Quarterly WATER - TIER 1 8.92$ -$ -$ WA0,WC1,WC2,WC3,WC4,WC5,WC6.WC7,WC8.WM0, WP1,WP2,WP4,WP5,WP6,WP7,WR0,WS0 Water 1 Block Charge Water - All Properties - Tier 1 Consumption - Monthly Monthly Tier 1 -$ 8.92$ -$ W1M, W2M, W3M Water 2 Block Charge Water - All Properties - Tier 2 Consumption - Quarterly WATER - TIER 2 9.86$ -$ -$ WA0,WC1,WC2,WC3,WC4,WC5,WC6.WC7,WC8.WM0, WP1,WP2,WP4,WP5,WP6,WP7,WR0,WS0 Water 2 Block Charge Water - All Properties - Tier 2 Consumption - Monthly Monthly Tier 2 -$ 9.86$ -$ W1M, W2M, W3M Water 3 Block Charge Water - All Properties - Tier 3 Consumption - Monthly Monthly Tier 3 -$ 10.33$ -$ W1M, W2M, W3M City of Crystal 2024 Proposed Fee Schedule Utility Rates for Billing Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code 3.5 Utility Rate Code Sequence Type Description Other Info Block Rate Rate Charge Minimum Bill Charge Applicable Rate Code and/or Comments City of Crystal 2024 Proposed Fee Schedule Utility Rates for Billing Effective January 1, 2024 Appendix IV, Exhibit 1 of the Crystal City Code Water 3 Block Charge Water - All Properties - Tier 3 Consumption OR Irrigation - Quarterly WATER TIER 3 AND IRRIGATION (ALL CONS)10.33$ -$ -$ IC1, IC2, IC3, IC4, IC5, IC6, IC7, IC8, IP1, IP2, WA0,WC1,WC2,WC3,WC4,WC5,WC6.WC7,WC8.WM0, WP1,WP2,WP4,WP5,WP6,WP7,WR0,WS0 Fire Lines 1 Basic Charge Water - Fire Line - Meter Charge - 10" - Quarterly 10" Meter Charge -$ 71.86$ -$ FL6, FM6 Fire Lines 1 Basic Charge Water - Fire Line - Meter Charge - 2" - Quarterly 2" Meter Charge -$ 15.46$ -$ FL1, FM1 Fire Lines 1 Basic Charge Water - Fire Line - Meter Charge - 3" - Quarterly 3" Meter Charge -$ 24.30$ -$ FL2, FM2 Fire Lines 1 Basic Charge Water - Fire Line - Meter Charge - 4" - Quarterly 4" Meter Charge -$ 35.70$ -$ FL3, FM3, FX3 Fire Lines 1 Basic Charge Water - Fire Line - Meter Charge - 6" - Quarterly 6" Meter Charge -$ 48.34$ -$ FL4, FM4, FP4, FX4 Fire Lines 1 Basic Charge Water - Fire Line - Meter Charge - 6" - Monthly 6" Meter Charge Monthly -$ 16.11$ -$ FLB, FMB Fire Lines 1 Basic Charge Water - Fire Line - Meter Charge - 8" - Quarterly 8" Meter Charge -$ 59.61$ -$ FL5, FM5 Fire Lines 1 Basic Charge Water - Fire Line - Meter Charge - 8" - Monthly 8" Meter Charge Monthly -$ 19.87$ -$ FLC, FMC Water WDB 1 Basic Charge Water - Rental - Duplicate Bill - Upon Request Rental - Duplicate Bill Fee -$ 1.00$ -$ 3.5 Memorandum DATE: October 11, 2023 TO: Mayor and City Council Adam Bell, City Manager FROM: Jodi Bursheim, Assistant Finance Director SUBJECT: Resolution Adoption Assessment Roll for 2023 Delinquent Accounts Introduction: Each year, the City levies special assessments on properties that have received services during the year but have not paid the invoices that were sent out. These services include utility charges, administrative citations, garbage and refuse removal, nuisance abatements, weed mowing, and false alarm fines. Receivables that are included in the assessment are those that were delinquent on July 31, 2023. Resolution 2023-76 was approved by the City Council on August 15, 2023. The resolution listed the delinquent amounts to be assessed, set the public hearing for October 17, 2023, at 7:00 PM, and set the interest rate on the assessments. Letters have been sent to the owners of each property with an assessment to notify them of the special assessment and of this public hearing. Notice of the public hearing was also published in the September 21, 2023 edition of the Crystal/Robbinsdale Sun Post. Discussion: Numerous payments have been received since the assessment rolls were initially prepared in August. Complete assessment rolls will be available at the meeting for inspection, but they were not copied for this agenda packet. 5.1 The current balances of the assessment rolls are summarized as follows: Service Number of Accounts Total Dollar Amount Utility charges 642 $468,116.72 Administrative citations 44 $49,723.00 Refuse and litter abatement 11 $6,584.75 Weed mowing 10 $1,660.64 Tree Removal Agreements 1 $2,800.00 False alarm fees 7 $1,775.00 Nuisance Charges 6 $2,080.83 721 $532,740.94 As a comparison, the assessment rolls at this same point last year were as follows: Service Number of Accounts Total Dollar Amount Utility charges 600 $432,837.77 Administrative citations 41 $28,770.00 Refuse and litter abatement 8 $3,200.41 Weed mowing 7 $988.49 False alarm fees 4 $425.00 Nuisance Charges 2 $25,315.86 662 $491,537.53 A $35.00 administrative charge (per address and per assessment type) will be added on Thursday, October 19th. Payments will be accepted through 4:30 P.M. on Wednesday, October 18th, 2023 without the administrative charge. This allows customers to appeal their assessment to the City Council without incurring the administrative charge. Customers will be able to pay the assessment at any time through November 29th without being charged interest. Payments made after that date will be charged interest at the rate of 12% per year with the exception of the tree removal agreements which will bear an interest rate of four and a half percent (4.5%). Assessments not paid by 4:30 P.M. on November 29th will be sent to Hennepin County for collection on the 2024 property tax statement. Appeals: Any written appeals of assessments that are received will be provided to the City Council at the council meeting on October 17th. Property owners may still appear at the public hearing without having given a written appeal in advance. 5.1 Recommended City Council Action(s): 1. Open the public hearing a. Hear the appeals of any persons present at the public hearing b. Read any written appeals into the record c. Close the public hearing 2. Request information as needed from the staff either at the meeting or to be presented at the November 7th City Council meeting. 3. The City Council should approve the resolution adopting the special assessment roll including any assessment that staff will report back on at the November 7th meeting. An assessment can be removed from the roll later, but nothing can be added back if it isn’t included in the assessment roll approved tonight. 5.1 RESOLUTION NO. 2023-___ RESOLUTION ADOPTING ASSESSMENT ROLL – FOR 2023 DELINQUENT ACCOUNTS WHEREAS, pursuant to proper notice duly given as required by law, the City Council of the City of Crystal, Minnesota, has met and heard and passed upon all objections to the following proposed assessments for delinquent accounts: utility charges; administrative citations; garbage and refuse removal; mowing; false alarm calls and tree removals. BE IT RESOLVED that the City Council of the City of Crystal, Minnesota, hereby approves the following: 1. A listing of proposed assessments (a copy of which is available upon request) is hereby accepted and shall constitute the special assessment against the parcels of land named therein. Each tract of land included is found to be benefited by services in the amount of the assessment levied against it. 2. Assessments shall be payable in installments as designated below: Utility charges 1 year Administrative citations 1 year Tree removal (nuisance abatements) 5 year Refuse and litter abatement Weed mowing 1 year 1 year False alarm fees 1 year 3. The owner of any property so assessed may, at any time prior to certification of the assessment to Hennepin County, pay the whole of the assessment on such property. • If the entire assessment is paid by 4:30 p.m. on Wednesday, November 29, 2023, no interest will be charged. • Payments made from Wednesday, November 15, 2023, through Wednesday, November 29, 2023, will ONLY be accepted in the form of cash, money order, cashier’s check, or credit card at City Hall or online (MasterCard or VISA accepted). Personal or business checks will not be accepted. Payments will be accepted in person at the front desk of City Hall between the hours of 8:00 a.m. – 4:30 p.m., Monday-Friday. • Delinquent balances not paid by 4:30 p.m. on Wednesday, November 29, 2023, will be assessed against the property. This means that the delinquent balance will be reported to Hennepin County, which will add it to the 2024 property tax statement for the Service Address. Assessed amounts will accrue interest at an annual rate of twelve percent (12%) from November 1, 2023, through December 31, 2024, for all delinquencies except those for tree removal agreements. Those Tree removal assessments are subject to a 5-year term at an interest rate of four and a half percent (4.5%) with 14 months of interest accrued the first year. All assessments are also subject to a $2.50 county administration fee. • At any time after November 29, 2023, an owner may pay to Hennepin County the entire amount of the assessment remaining unpaid, with interest as stated above to December 31 of the year in which such payment is made, plus the $2.50 county administration fee. 4. The City Staff will transmit a certified duplicate of the final assessment listing to Hennepin County to be extended on the property tax rolls of the county. Such assessments will be collected by Hennepin County and will be remitted to the city in the same manner as other municipal taxes. Adopted by the City Council of the City of Crystal this 17th day of October 2023. _______________________ Jim Adams, Mayor ATTEST: ________________________ Christina Serres, City Clerk 5.1 DATE: October 12, 2023 TO: Adam R. Bell, City Manager City of Crystal City Council FROM: Jean McGann, Contracted Finance Director RE: Expenditures over $25,000 Payee Amount GMH Asphalt Corporation CCC Parking Lot pay application #4 $121,254.67 Golden Valley JWC JWC August water charges $269,219.81 Nick's Tree Service Tree removals, stump grinding, debris hauling, etc.$91,065.00 Outback Fence & Fabrication Dog park fencing $40,127.35 Short Elliot Hendrickson, Inc. 2023 & 2024 Utility Reconstruction project $38,139.77 Odesa II LLC Welcome Park concrete for play area, sidewalk/patio, fitness pod $88,450.00 IRS - EFTPS Federal & FICA withholding taxes for 9/29/23 pay date $70,922.42 MN PERA Employee & city required contributions for 9/29/23 pay date $68,332.50 $787,511.52 Description 6.1 7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 1 OF 7 __________________________________________________________________________ FROM: Dan Olson, City Planner __________________________________________________________________________ TO: Adam R. Bell, City Manager (for October 17 Meeting) DATE: October 11, 2023 RE: Consider adoption of a resolution approving a Conditional Use Permit request from New Horizon Academy for a child day care center at 7000 – 57th Avenue North A.BACKGROUND New Horizon Academy has applied for a conditional use permit (CUP) to allow a child day care center at 7000 – 57th Avenue North. The applicant is proposing to purchase the property from the current property owner and convert the existing office building to the day care center. The property is zoned Commercial (C) and nursery or preschools (“child day care centers”) are a conditional use within that district. Notice of the October 9 public hearing was published in the Sun Post on September 28, mailed to owners, renters and business tenants within 500 feet (see attachment A), and posted to all neighborhoods on Nextdoor. A sign was also posted on the property. At the October 9 Planning Commission public hearing, the Commission unanimously recommended approval of the CUP application, with only the applicant and no one from the public providing comments at the hearing. Attachments: A.Site location and public hearing mailing notice map B.Zoning map C.Photos of existing property D.Project narrative E.Site plans (25 sheets) F.Resolution COUNCIL STAFF REPORT Conditional Use Permit for 7000 – 57TH Avenue North 6.2 7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 2 OF 7 2022 Aerial Photo: B. PROPOSED CONDITIONAL USE Existing Use The existing 15,948 sq. ft. office building was constructed in 1976 on the 59,804 sq. ft. (1.37 acre) property. The property has 78 parking spaces. Adjacent uses The following are the existing land uses and zoning districts surrounding this property: • North. U-Haul self-storage facility, zoned Commercial • East. Vehicle repair shop, Joe’s Barber Shop and Masonic Lodge, all zoned Commercial • West. Across Kentucky Avenue, office building zoned Commercial • South. Across 57th Avenue N, Wells Fargo bank, O’Reilly auto parts store, and Huntington bank, all zoned Commercial 6.2 7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 3 OF 7 Proposed use The existing office building is proposed to be converted to a child day care center. The applicant is not proposing to enlarge the building or increase the size of the parking lot, but will reduce the parking lot size to accommodate new child play areas. The floor plan (attachment E) shows ten classrooms and administrative areas. The day care will have a maximum of 189 children under the age of 5 and an average daily attendance of 143 children. There will be 29 staff members and the center will be open from 6:00 AM to 6:30 PM, Monday through Friday. The following are the notable site plan elements for this proposed day care: • Parking. The Unified Development Code (UDC) does not have a minimum number of required parking spaces for a child day care center. The site currently contains 78 parking spaces, but the applicant is proposing to reduce that number to 43 spaces to accommodate new outdoor play areas for the children. The project narrative (attachment D) provides: ➢ Child pick-up and drop-off information. Caregivers are required to park in the lot and bring the children into the center. New Horizon owns a small mini-bus for picking up school age children, but they have indicated that the Crystal center will only have preschool age children. That said, this CUP would not limit this facility to preschool children unless the Planning Commission and City Council want to add that as a condition. ➢ An Apple Valley traffic study. As an example of how New Horizon’s day care centers operate, in 2021 the applicant completed a detailed traffic study of its Apple Valley location. ➢ A comparative parking analysis. The analysis compares the proposed parking needs for the Crystal location to existing New Horizon locations in the Twin Cities to demonstrate that 43 parking spaces are sufficient for this proposed use. Staff has contacted staff of these respective cities to see if parking has been an issue: ▪ Eden Prairie. One of New Horizon’s Eden Prairie locations is similar in building size and number of spaces (14,537 sq. ft. with 47 spaces). Eden Prairie staff indicated that there have been no parking issues with that (or any other) location. ▪ Apple Valley. As indicated above, New Horizon completed a detail ed traffic study in 2021 for their Apple Valley location, which is 10,700 sq. ft in size with 31 parking spaces. Apple Valley staff indicated they’ve had no issues with parking. ▪ Plymouth. There are three Plymouth locations, the largest building being 13,023 sq. ft with 32 spaces. Plymouth staff indicated they’ve had no issues with parking. ▪ Brooklyn Park. There are three Brooklyn Park locations, the largest building being 12,400 sq. ft with 37 spaces. Brooklyn Park staff indicated they’ve had no issues with parking. 6.2 7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 4 OF 7 ▪ Lino Lakes. The Lino Lakes center is currently under construction, but the city approved a reduction in the number of required parking spaces from 60 to 49 based on a parking study for a 12,873 sq. ft. building. Based on the applicant’s parking study and feedback from other cities, staff determines that the 43 parking spaces proposed for the Crystal location are sufficient. • Stormwater management and erosion control measures . Since the disturbed area for this proposed use is less than one acre, the Shingle Creek Watershed requires only city review of the stormwater management plan . The proposed site plan includes both a sump catch basin with a Preserve device to capture floating debris and nyoplast drain structures with perforated bott oms to allow for infiltration. Both of these features benefit water quality and the infiltration helps to reduce water run-off rates. After the site improvements are completed the percentage of impervious surface on the property will decrease from 82% to 73% (the maximum coverage is 85% for the Commercial district). During reconstruction of the parking lot the city will require erosion control techniques to be used on-site including silt fences, a rock construction entrance, and inlet protection. Utilities. The existing building connects to existing water, sanitary sewer, and storm sewer mains in 57th and Kentucky Avenues N. The applicant will be abandoning the existing water service to the property and adding a joint domestic water/fire sprinkler system to the building. The applicant has demonstrated to West Metro Fire District’s satisfaction that the existing 8” watermain is adequately sized for this use. The existing sanitary sewer service will continue to be used. A new stormwater pipe collecting roof runoff will be connected into an existing city stormwater structure. The applicant is adding a sump manhole structure in the parking lot. The city engineer is requiring the applicant to submit a maintenance plan for the sump catch basin. This requirement has been made a condition of approval of the CUP. • Access and circulation. There are two existing driveway accesses - one off of 57th Avenue N, which will be retained, and the other off of Kentucky Avenue N, which will be removed so that a child play area ca n be installed. The city’s Public Works Director and the West Metro Fire Rescue District staff have reviewed the traffic circulation plan and found it adequate to meet vehicle movement into and within the site, including fire trucks and delivery vehicles. • Building elevations. The applicant is adding manufactured stone as an accent material to the existing building elevation. This material meets the city’s requirements. Elevation drawings of the existing building is attachment E. • Landscaping. There are sixteen trees on the property, with seven trees to be removed (six of these are dying ash trees). The applicant proposes to plant 26 6.2 7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 5 OF 7 new trees (Hackberry, Street Keeper Honeylocust, American Linden, Pinnacle Oak, Crabapple, and Hawthorn) together with seven varieties of shrubs which will screen the parking lot and child play areas. • Screening. Trash and recycling receptacles will be located within a new dumpster enclosure. New rooftop mechanical equipment will be screened with added parapet walls and the applicant is not adding any new ground mechanical equipment. • Exterior Lighting. There are no existing light poles on the property but the applicant is adding five new light poles to the property, and fourteen new wall lighting fixtures. This lighting meets the city’s requirements. Recommended Findings The following are the relevant criteria for approval of a conditional use permit in city code section 510.19: (a) The proposed use has been approved as a conditional use in the zoning district for which it is proposed. Findings: Child day care is a conditional use in the Commercial zoning district. (b) The conditional use will be in accordance with the general objectives, or with any specific objective, of the city’s comprehensive plan and the unified development code (UDC). Findings: The property is guided as Mixed Use on the 2040 Planned Land Use Map, which is described as a vertical or side -by-side mixture of multiple family residential, institutional, commercial, and industrial uses . The proposed commercial day care use is in conformance to this designation. (c) The conditional use will be designed, constructed, operated, and maintained so as to be harmonious and appropriate in appearance with the existing or intended character of the general vicinity and that such use will not change the essential character of the same area. Findings: Since the applicant will not increase the size of the building footprint for this day care use, the existing character of the area will not change. (d) Impacts such as noise, hours of activity, and exterior lighting have been sufficiently addressed to mitigate negative impacts on nearby uses. Findings: The proposed use is not expected to generate unusual noise impacts. Hours of operation will be similar to other commercial uses in the area. New exterior lighting meets the city’s requirements. The closest single-family homes are approximately 250’ to the west and are screened by a large office building located on Kentucky Avenue N. The closest apartment building is approximately 250’ to the northwest. The 6.2 7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 6 OF 7 proposed day care use is not expected to have negative impacts on these residential areas. The proposed outdoor child play areas will be screened by landscaping. The play areas on the north side of the property will be next to a little used driveway for the U-Haul self-storage facility at 5717 West Broadway and a parking lot for the masonic lodge building at 5707 West Broadway. The play area on the south side of the property is next to a public sidewalk on 57th Avenue N. (e) Parking is adequately provided f or the proposed conditional use. Findings: As described in section B, above, the proposed day care will have 43 parking spaces. Based on the parking analysis provided by the applicant and the experience of other cities with similar uses, staff has determined that the number of spaces is sufficient for this use. (f) In the approval of a conditional use permit, the City Council may impose such conditions as it determines is necessary to make the use compatible with other uses allowed in the same district zone or vicinity. Findings: The proposed conditions of approval for the CUP are found in section C of this staff report. Use specific standards The following is the relevant use specific standard in city code section 515.19, Subd. 7 for approval of a child day care, followed by staff’s findings of the standard. a) The facility is served by arterial, collector, or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility. Findings: In the 2040 Comprehensive Plan this section of West Broadway, which is less than 300 feet from the property, is identified as a major collector street. Also, 56th Avenue N. (Bass Lake Road) which is less than 500’ from the property, is identified as an arterial. While Kentucky and 57th are not state aid streets, their 48’ width exceeds the 38’ minimum for state aid streets with parking on both sides. There are existing sidewalks along both Kentucky and 57th Avenues North. C. REQUESTED ACTION At the October 9, 2023 Planning Commission public hearing, the Commission recommended approval of the CUP by a vote of 7 to 0 (two commission members were absent), subject to the following conditions of approval: 1. Building Permit. The following are the requirements before a building permit can be issued for the interior improvements to the buildin g: 6.2 7000 – 57TH AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION PAGE 7 OF 7 a. Submittal deadline. The applicant shall submit the permit application for the interior building renovation by October 17, 2024 or submit a request for City Council approval of a one-year extension by October 3, 2024. b. Site improvement agreement. Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the parking lot improvements and landscaping plan. c. Maintenance plan. Provide a maintenance plan for the sump catch basin (CBMH1) for city approval. 2. Compliance. This conditional use permit is subject to the applicable requirements of the Crystal city code, and the applicant is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances, and must obtain such other permits and permissions as may be required. 3. Amendments. Any expansion or material alterations the use authorized by this conditional use permit, or the material alteration of any plans submitted related to the use, shall not be allowed unless an amended conditional use permit is first obtained from the city. 4. No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this conditional use permit shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 5. Revocation. The violation of any terms or co nditions of this conditional use permit including, but not limited to, any applicable federal, state, or local laws, rules, regulations, and ordinances, may result in revocation of the conditional use permit. The applicant shall be given written notice of any violation and reasonable time, as determined by the City, to cure the violation before a revocation of the permit will occur. 6. Binding Effect. This conditional use permit, and the conditions placed on it, are binding on the applicant, their successors and assigns, shall run with the property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership, until the conditional use permit is terminated or revoked as provided herein. The obligations of the applicant under this conditional use permit shall also be the obligations of the current and any subsequent owners of the property. 7. Acceptance of Conditions. Utilization of the property for any of the uses allowed by this conditional use permit shall automatically be deemed acceptance of, and agreement to, the terms and conditions of this conditional use permit without qualification, reservation, or exception. The applicant anticipates that the child care center will open by Fall 2024. City Council motion to approve the proposed resolution (attachment F) is requested. 6.2 Site Location and Public Hearing Notice Mailing Map 7000 – 57th Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 6.2 Zoning Map 7000 – 57th Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 6.2 East side of building facing parking lot Looking south at parking lot Attachment C 6.2 West side of building along Kentucky Avenue North North side of property 6.2 -1 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 September 21, 2023 (REVISED) SUMMARY REPORT TO: Mr. Dan Olson; City Planner, City of Crystal FROM: A. Peter Hilger, AIA philger@rylaur.com RE: New Horizon Academy 7000 57th Avenue North Please find attached all applications and documentation necessary for the City of Crystal to review and hopefully approve this proposed development. Following is a narrative summary of the proposed project. ABOUT NEW HORIZON ACADEMY New Horizon Academy is a high-quality early learning provider that is 4-Star Parent Aware rated and accredited by the National Association for the Education of Young Children (“NAEYC”), the gold standard in the early childhood industry. New Horizon Academy has been serving metro area families since 1972 and seeks to fill a market gap at this location. The school will be fully functional within this existing structure requiring substantial remodeling to meet their criteria. They expect this to be a first-class, purpose-built facility designed by New Horizon Academy for existing and new families seeking high quality, educational child care. ABOUT THE SITE The site is presently known as Crystal Square, located on the northeast corner of Kentucky and 57th Avenue North. Constructed in 1976, it is a modest low-rise 1-story office building serving multiple tenants on short term leases. The site has an existing but “tired” parking area, much of which will be re-purposed into age-appropriate play areas. The site is currently zoned Commercial within Zone “X”, within the town Center Overlay District Childcare is an approved use by Conditional use Permit, as presently applied, and is consistent with the City’s Comprehensive Plan. The site is in an area determined to be outside the 0.2% annual chance flood plain The proposed use as a childcare center does not generate any environmental concerns, nor does it generate noise (except children at play – hopefully deemed a pleasant sound).Hours of operation are generally 6:00 AM to 6:00 or 6:30 PM, Monday through Friday. New parking lot and building lighting is proposed to be glare free and energy efficient. A Phase 1 and Phase 2 Environmental Evaluation has been completed, detecting environmental groundwater contamination from off-site sources that must be mitigated. New Horizon has experience with this process and has retained Braun Intertec to provide the Remediation Action Plan, such plan to include a vapor mitigation plan. Attachment D 6.2 -2 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 BUILDING AND OCCUPANCY At 15,948 SF, this single-story building is intended to be visually re-purposed to blend with, and improve, the general characteristics of its commercial neighbors. The actual program breaks down as follows: Infants: 3 rooms @ 12 = 36 Transition: 1 room @14 = 14 Toddler: 2 rooms @14 = 28 Toddler: 1 room @ 21 = 21 Preschool: 3 rooms @20= 60 Preschool: 1 room @ 30 = 30 TOTAL CHILD COUNT: 189 + 29 staff Typical Industry Occupancy Rate 80% (conservative) TOTAL Planned Population Daily Density: 141 With accessory spaces as follows: Large Motor Play Space: 1200 SF for use by occupants Various Storage, Service and Administrative functions An office for a community social services liaison A sensory/calming environment (new to New Horizon) Operationally, on any typical operating day during the school year at New Horizon’s typical existing centers that are slightly smaller than this center, daily attendance averaged 143 children (typical school capacity is 172 children, 75% occupancy rate) and 23 staff, including families that have two children attending. Average for childcare centers generally is a 60% occupancy rate at any given time. It is important to note that licensed capacity is strictly focused on design standards for classrooms and play spaces. Rarely are any centers fully occupied. Occupancy always fluctuates and is rarely over 80% of licensed capacity. Finally, many staff also have their own children in the program, or also rely on public transportation, ride sharing and other means to access the site. A segregated trash enclosure is proposed on the east side of the property, constructed of similar ribbed rockface concrete block to match the building. The building will be re-classified as Type V-N construction, I-4 occupancy with a new fire sprinkler system for the entire building. ARCHITECTURE The existing architecture features alternating panels of deep ribbed corduroy concrete block units alternating with panels of 4’ wide glass. The spandrel above and below the windows is an exposed aggregate treatment. Overall, the alternating panel treatment is expected to remain, however we propose to raise several parapet areas comprised of stucco that are symmetrically placed along the four more-or-less equal facades to break up the stark horizontality of the building. As there are no parapets presently, this would enable some limited blocking of sight lines to existing rooftop units. Tow of these stucco parapets would also host a wall sign panel along the street frontages. Finally, we are proposing adding some concrete stone materials to the front curved element as well as create a larger covered entry canopy, subsuming the existing, almost invisible roof covering. The panels would be treated with a New Horizon blue metal accent stripe. 6.2 -3 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 PLAY SPACES New Horizon Academy is committed to well-designed play-spaces, ones that do not rely solely upon large motor skill equipment, but also some natural elements that invite a child’s explorative curiosity in keeping with their mission. The plans call for the three different play areas (infant, toddler, and preschool). Additionally, the play areas will utilize best practices for safety. The play areas are all designed well above the licensing standard minimum areas, summarized as follows: ·Infant area: 1020 SF / 12 children = one room per play (crawl) session ·Toddler Area: 36600 SF / 48 children > 63 licensed (limit two rooms max per session) ·Preschool Area: 9,735 SF / 129 children = 129 licensed (likely 1or 2 classrooms per session) FENCING, LANDSCAPING AND SCREENING Each of the three age-segregated play areas are proposed to be fenced with a 6’-0” high black steel ornamental picket style (no screening or opacity) where fronting a property boundary. Internal fences separating play spaces from each other are 5’ high (such as between Toddler and Preschool play-spaces. The south street frontage along 57th Avenue North would have only 18% of its overall length fenced up to the utility easement line (enclosing the Infant play space). 60% of the Kentucky Avenue North frontage would be fenced, primarily protecting the discharge pathway from the toddler classrooms to the toddler play-space on the northwest corner of the lot. In all but the roughly 54’ exposed to the play area, the fence is setback approximately 16’ from the property line demarcated by the existing city sidewalk, reduced to 5’ setback for approximately 40’ at the Toddler play-space. All fence gates would be secured with panic hardware and pool alarms. The proposed landscape is an attractive and diverse planting, providing seasonal interest throughout the year. Plants were selected to match the site conditions, and to meet the city landscape standards. Existing and proposed utilities on the west side of the site limit the ability to provide the required 18 deciduous overstory trees along street frontages. To make up for this deficiency, additional trees have been added throughout the site, for a total of 19 overstory, and 7 understory trees. There is an electric utility easement along 57th Av., and a drainage and utility easement that runs the length of the east perimeter. These were noted on the survey, and it needs to be confirmed whether trees and shrubs can be planted in these areas. The ash tree that is not impacted by the proposed stormwater management system, appears to already have Emerald Ash borer damage, and limits the opportunity to treat for prevention. A note is on the drawing to have an arborist review and confirm. The landscape will be fully irrigated with a system using water efficient technologies such as water saving sensors, a flow meter, and dripline in the planting beds. SIGNAGE We are proposing to create slightly raised wall sign panel areas on the Kentucky and 57th Street frontages, symmetrically balanced on the new parapet treatment. In addition, a sign over the new entrance canopy facing the parking lot is proposed. All signage areas are well below the allowable areas. 6.2 -4 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 We are proposing, at a minimum, to remodel the existing building monument sign, but would like to explore the option for a pylon type sign at this location. PARKING The existing parking lot is primarily the same layout as present, however a bit shortened to accommodate the preschool play area, and reverting to one curb cut off of 57th. The school “bus” used by new Horizon is typically a small expanded van. The lot is expected to accommodate 43 parking spaces, including 2 designated handicap stalls. Children are not dropped off at the sidewalk or parking lot. Every child is brought into the center by their caregivers. The 10 stalls along the front of the building are typically reserved for this function, the peak time of which is 7-10 AM and 3:30 – 6:30PM. The time of stall occupancy is fairly shorty, typically 5-10 minutes maximum. The City of Crystal does not regulate the quantity of childcare parking stalls. Therefore, we are proposing our judgment from operating so many centers, as well as a traffic study generated on our behalf for a typical center (attached for reference), and other data to support our design. Further, it should be noted that there is on street parking on both Kentucky and 57th Avenue, though except in tight urban areas, we do not like to rely on on-street parking. First, the Institute of Traffic Engineers (ITE) Parking Generation Manual has established three separate calculation metrics: ·a rate of 0.24 spaces per student, Using 0.24 X 189 students = 45 parking stalls, 2 stalls less than we have planned. ·An average of 2.45 stalls per 1,000 SF = 15,948 gross X 90% = 14,353 SF net/1,000 = 14.3 X 2.45 = 39 stalls ·an average of 1.22 spaces per employee = 29 X 1.22 = 35 stalls Averaging these three factors yields a parking stall count of 40 stalls, less than the 43 stalls we are proposing. Second, New Horizon Academy has commissioned a traffic study of their existing Apple Valley center, of a similar though slightly smaller size (17more children in Crystal), to provide empirical evidence of the licensed occupant load calculations and their impact on parking. Following are the actual peak hour and 14-hpour total traffic trip generation for a typical week at the existing centers of similar size and design: 6.2 - 5 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 The following chart summarizes the density of use of the parking lot from the Apple Valley center from 5:30 - 7:30: From this study, the maximum number of occupied parking spaces at any given time was 24, occurring at 8:00 AM during the morning peak. Further New Horizon Academy has tied the employment at any given time to occupant load factors and parking demands for employees. Please see attached letter referencing employment and parking. Finally, there is plenty of regional justification for a lower standard. Rylaur has designed over 100 childcare centers around the City and country, and offers the following examples of parking densities for similarly designed and managed facilities in suburban locations: Though this data is for a smaller capacity center, the data suggests an average of 5.42 occupants per stall, meaning our 43 stall parking lot could support 233 occupants, well above our planned capacity. 6.2 -6 - Rylaur, LLC 14 Pheasant Lane North Oaks, MN 55127-2512 612-868-3636 As you can see from this comparative study, we are right in line with regional evidence and experience, providing slightly more parking than other codes and traffic standards would allow, not even counting street parking. Based upon this evidence from three separate source calculations, we respectfully request the parking determination to properly reflect the proposed design. SUMMARY We respectfully request your approval of the proposed Conditional Use Permit, as we believe this to be a good fit for the neighborhood and the Crystal community, and is well integrated into the immediate neighborhood. Thank you for your consideration. If you have questions, or need additional information, please advise. END OF SUMMARY REPORT Attachments: New Horizon Traffic Study - Apple Valley, SEH, October 20, 2021 Letter from New Horizon Academy describing employee count and parking experience. 6.2 New Horizon Academy • 3405 Annapolis Lane North • Suite 100 • Plymouth, MN 55447 • (763) 557-1111 • Fax: (763) 383-6101 • newhorizonacademy.net September 21, 2023 Dan Olson City Planner SENT VIA U.S. MAIL 4141 Douglas Dr. N. Crystal, MN 55422 Re: 7000 57th Avenue N., Crystal, MN Dear Dan, As requested, this letter confirms that 43 parking stalls as noted on the plans submitted to the City on September 13th is more than adequate to meet our operational needs. Our Crystal school will be licensed for 189 children. At 100% occupancy, we would have approximately 29 staff in the school at one time, leaving 14 stalls for parent drop off and pick up. However, it should be noted that it is extremely rare for a childcare school to be 100% occupied. Rather, the number of parking stalls required by families and staff varies depending on the occupancy level of the school and the schedules of the families. Generally, the average occupancy level of a childcare school is around 60%. Under this scenario, this school will average about 113 children a day which would require at most 19 staff at any one- time. In addition, staff schedules stagger throughout the day with the majority of staff arriving between 7:00 a.m. and 10:00 a.m. and leaving between 3:00 p.m. and 6:30 p.m. Drop off and pick up times also stagger throughout the day depending on the schedules of the families, with peak times typically between 7:00 a.m. and 9:00 a.m. for drop off, and between 3:30 p.m. and 6:00 p.m. for pickup. Most of the families are only parked for a few minutes during each of these times. In the extremely rare and virtually implausible case that we would reach 100% capacity, the absolute highest number of staff on-site at any one-time would be 29 staff (which would occur between the hours of 11:00 a.m. and 3:00 p.m. when few parents are dropping off or picking up). Assuming that each staff member would drive their own car and would not ride share, use mass transit, bike, walk or use any other means to get to and from work, we would not need more than 29 parking stalls. However, this would also be extremely rare. Many staff use alternate transportation methods, and we anticipate that this trend will only continue. In addition, on average, 20% of our families have 2 or more children enrolled in our schools. This also decreases our parking needs. I hope this addresses any concerns you have on this issue. Please let me know if you have any questions or would like to discuss further. I can be reached via email at jdunkley@nhacademy.net or at 763-383- 6282. Sincerely, Jill Dunkley General Counsel Executive Vice President 6.2 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507 651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer MEMORANDUM TO: Heidi Pross, Senior Director of Construction & Facilities – New Horizon Academy John Rosen, Vice President of Real Estate Development – New Horizon Academy FROM: Erin Jordan, PE (IA, MN, WI) Leo Johnson, EIT DATE: October 20, 2021 RE: New Horizon Academy Traffic Study - Apple Valley Facility SEH No. NHOAC 163219 14.00 BACKGROUND New Horizon Academy has requested that data be collected at the existing Apple Valley, MN facility located at 14088 141st St W. This facility has an approximate 10,700 gross floor area (GFA) and a student capacity of 172. The data would determine trips generated and parking required for a prototypical, approximately 85% occupied New Horizon Academy Facility. The purpose is to use this study as part of the approval process for the development of future New Horizon Academy projects and determine a specific parking generation rate for New Horizon Academy facilities. This memorandum provides a summary of the trips entering and exiting the daycare during a weekday, parking lot utilization for buses, parents, and staff, and drop-off/pick-up parking space occupancy times. On the day of data collection (Tuesday, September 14th, 2021), the facility was operating at approximately 83% occupancy with 143 students and there were 23 staff members in attendance. Based on information provided by New Horizon Academy, a facility is considered operating at a very high-capacity utilization at 85% occupancy; it is rare to have a facility 100% occupied. DATA COLLECTION Trip Generation On Tuesday, September 14th, 2021, turning movements entering and exiting the daycare were collected at the west driveway along 141st St W and the south driveway along Upper 141st St W from 5:30 AM to 7:30 PM. The peak hours of activity were found to be from 7:15 AM to 8:15 AM and from 4:30 PM to 5:30 PM. Table 1 summarizes the entering and exiting trips from the development during the peak hours and the 14-hour total. Table 1 – Entering and Exiting Volumes (2021) Time Period Entering Exiting Total AM (7:15 - 8:15 AM) 61 56 117 PM (4:30 - 5:30 PM) 54 64 118 Daily (14-hr total) 259 259 518 Figure 1 also shows the turning movements into and out of the daycare during the AM and PM peak hours as well as the 14-hour totals. The Attachment includes the raw turning movement count data for the 14-hour period. 6.2 2021 Existing Conditions 140th St W Upper 141st St W 141st St W1 2 Project: NHOAC 163219 Figure 1New Horizon Academy, Apple Valley StudyMap by: ljohnson Projection: NAD 1983 HARN Dakota Source: ESRI Print Date: 10/4/2021 Apple Valley, MNPath: X:\KO\N\NHOAC\163219\5-final-dsgn\51-drawings\90-GIS\Traffic\Figure 1 - 2021 Existing Conditions.mxdI Speedway Driveway 141st St1 30 / (32) / [139]2 / (2) / [10]0 / (0) / [1]3 / (4) / [21]43 / (40) / [176]!"$West Driveway=>OP³3 / (1) / [8] Upper 141st St South Driveway2 1 / (3) / [17]13 / (9) / [52]11 / (21) / [57]11 / (6) / [37]!"$>=>=Intersection ID Turning MovementsOP X !"$Minor Street Stop Control XX / (XX) / [XX] AM Peak Hour Volume (7:15 - 8:15 AM)PM Peak Hour Volume (4:30 - 5:30 PM)Daily Volumes 6.2 New Horizon Academy Traffic Study October 20, 2021 Page 3 Parking Lot Occupancy Parking data was processed every 15 minutes during the peak pick up and drop off hours and every 30 minutes during non-peak periods. Parking data was collected by observing two traffic cameras filming the parking lot activity. There is a total of 31 parking spaces, including two accessible parking spaces and two school bus parking spaces. Figure 2 shows the parking lot occupancy from 5:30 AM to 7:30 PM for buses, staff, and parent activity. Figure 2 - Parking Lot Occupancy The maximum parking spaces occupied during the day was 24 spaces, which occurred at 8:00 AM. Once the PM pick-up period began, the maximum parking spaces occupied was 23 spaces, which occurred at 4:00 PM. These totals include the spaces occupied by school buses and staff and indicate that the current parking lot provides adequate capacity for the site. Duration of Parking Space Occupancy The amount of time vehicles were parked during the AM peak (drop-off) and PM peak (pick-up) times was measured from when the vehicle came to a stop in a parking space until the vehicle began exiting the parking space. Parking times were collected from video of the parking spaces in the northeast section of the parking lot between the daycare entrance and the daycare bus parking area, which was observed to have the highest pick-up/drop-off activity in the parking lot. The west and southeast portions of the parking lot were found to be used primarily by employees who parked for the day. 0 5 10 15 20 25 30 35 5:30 AM6:00 AM6:30 AM7:00 AM7:30 AM8:00 AM8:30 AM9:00 AM9:30 AM10:00 AM10:30 AM11:00 AM11:30 AM12:00 PM12:30 PM1:00 PM1:30 PM2:00 PM2:30 PM3:00 PM3:30 PM4:00 PM4:30 PM5:00 PM5:30 PM6:00 PM6:30 PM7:00 PM7:30 PMOccupied Parking SpacesTime Buses Staff Parents Total Available Parking Spaces (31) 6.2 New Horizon Academy Traffic Study October 20, 2021 Page 4 AM Peak Hour (Drop-off) ·The average occupancy time was for 4 minutes 28 seconds ·The median time was 5 minutes 59 seconds ·The fastest a parent occupied a space was for 1 minutes 15 seconds ·The slowest a parent occupied a space was for 7 minutes 40 seconds PM Peak Hour (Pick-up) ·The average parent occupied a parking space for 6 minutes 10 seconds ·The median time was 3 minutes 56 seconds ·The fastest a parent occupied a space was for 1 minutes 43 seconds ·The slowest a parent occupied a space was for 11 minutes 37 seconds Between the two peak hours, the average time a parent occupied a parking stall was 5 minutes and 19 seconds and the average median time was 4 minutes and 58 seconds. Table 2 shows the drop-off and pick-up parking space occupancy data. Table 2 – Duration of Parking Space Occupancy Count Drop-Off Parking Space Occupancy Time Pick-Up Parking Space Occupancy Time 1 0:07:03 0:07:12 2 0:06:17 0:03:32 3 0:03:39 0:11:37 4 0:02:54 0:05:55 5 0:03:17 0:06:02 6 0:05:52 0:06:17 7 0:06:38 0:09:41 8 0:03:29 0:05:59 9 0:03:30 0:03:21 10 0:02:55 0:07:53 11 0:05:29 0:05:08 12 0:03:01 0:04:21 13 0:03:45 0:11:04 14 0:03:49 0:07:58 15 0:05:05 0:04:00 16 0:05:17 0:06:43 17 0:07:40 0:07:47 18 0:03:47 0:08:28 19 0:04:04 0:04:04 20 0:06:22 0:05:13 21 0:02:29 0:03:38 22 0:07:32 0:04:17 23 0:07:06 0:01:43 24 0:02:47 25 0:02:58 26 0:05:44 27 0:03:14 28 0:01:15 29 0:03:34 30 0:03:56 31 0:04:17 32 0:04:38 33 0:04:13 6.2 New Horizon Academy Traffic Study October 20, 2021 Page 5 PARKING GENERATION ITE Parking Generation Manual, 5th Edition The Institute of Transportation Engineers (ITE) conducts parking demand research and routinely publishes the findings and data in its Parking Generation Manual. This manual is one of the most used and accepted tools among traffic engineers to estimate parking demand for land uses. The ITE Parking Generation Manual, 5th Edition includes data for a Day Care Center and parking generation rates based on size of the facility, number of employees, and number of students. Table 3 summarizes the estimated parking generation using the ITE rates, assuming a 100% occupied Apple Valley facility with 27 employees and 172 students as a conservative approach. Table 3 – ITE Parking Generation Manual, 5th Edition Day Care Center – 100% Occupied Units (X) 1,000 SF GFA Employees Students Quantity 10.7 27 172 Rate (Stalls per X) 2.45 1.22 0.24 Parking Generation 26 33 41 New Horizon Academy Parking Generation The data collected at this New Horizon Academy facility revealed the parking demand specific to New Horizon Academy facilities. Mirroring the units provided in the ITE Parking Generation Manual, three parking generation rates were calculated based on the maximum parking occupancy (24), the size of the facility (10,700 SF), and number of employees (23) and students in attendance (143) on the day of observation. Rates were calculated using the following equations: 1,000 SF GFA Rate ÷ 1,000 = 24 ÷ 10,700 1,000 = !.!# 1,000 Employees Rate ÷ $% & % ’ () = 24 ÷ 23 % = +.,# % Students Rate ÷ & % ’ () =24 ÷ 143 = ,.+- Table 4 summarizes the New Horizon Academy specific parking generation using the calculated rates, assuming a 100% occupied facility with 27 employees and 172 students as a conservative approach. Table 4 – New Horizon Academy Parking Generation New Horizon Academy – 100% Occupied Units (X) 1,000 SF GFA Employees Students Quantity 10.7 27 172 Rate (Stalls per X) 2.24 1.04 0.17 Parking Generation 24 28 29 As shown in Tables 3 and 4, the ITE parking generations are comparable to the New Horizon Academy parking generations, with the ITE parking generation showing slightly higher demand. ITE best practices and engineering judgment recommends utilizing site-specific data whenever possible to determine parking generation for similar land uses to achieve the most appropriate designs. 6.2 New Horizon Academy Traffic Study October 20, 2021 Page 6 Using the New Horizon Academy parking generation rates, the recommended number of parking stalls recommended for a New Horizon Academy facility should be based on the maximum parking generation among the three units and for 100% occupancy. For example, the facility in Apple Valley requires a maximum of 29 parking stalls when the site is at 100% student capacity, which is accommodated with the available 31 parking stalls. It is recommended that planning efforts use the New Horizon Academy specific parking generation rates determined in this memo (see Table 4) to help define the number of parking stalls required for maximum capacity at future facilities. Attachments: · Turning Movement Counts c: Scott Blank, AIA-SEH x:\ko\n\nhoac\163219\8-planning\87-rpt-stud\final new horizon academy traffic study - apple valley facility memo_101521.docx 6.2 Attachment - Turning Movement Counts 6.2 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 5:30 1 000000000000000 1 5:45 0000000000000000 0 6:00 1 000001 0000001 00 3 6:15 5 000002 000000000 7 6:30 3 000001 0001 00000 5 6:45 5 0000150001 001 00 13 7:00 8 000004 0001 00000 13 7:15 9 000007 0001 001 00 18 7:30 11 000019000000000 21 7:45 11 0000150002 00000 19 8:00 12 000009 0000002 00 23 8:15 7 0000150001 00000 14 8:30 3 000114000000000 9 8:45 2 000003 000000000 5 9:00 5 000002 000000000 7 9:15 4 0000031001 00000 8 9:30 0000001 0001 00000 2 9:45 1 000001 000000000 2 10:00 0000001 0000001 00 2 10:15 0000000000000000 0 10:30 0000000000000000 0 10:45 0000000000000000 0 11:00 1 000000000000000 1 11:15 0000001 0001 00000 2 11:30 0000011000000000 2 11:45 000001 0000000000 1 12:00 2 000001 000000000 3 12:15 1 000000000000000 1 12:30 0000002 0001 00000 3 12:45 0000001 000000000 1 13:00 0000001 000000000 1 13:15 00000000000001 00 1 13:30 0000000000000000 0 13:45 0000001 000000000 1 14:00 1 000000000000000 1 14:15 0000000000000000 0 14:30 1 000000000000000 1 14:45 0000001 000000000 1 15:00 00000000001 00000 1 15:15 3 000003 000000000 6 15:30 0000002 000000000 2 15:45 8 000001 0001 00000 10 16:00 5 000008 0002 00000 15 16:15 11 0000150001 00000 18 16:30 10 0000170000001 00 19 16:45 12 0000010 0001 00000 23 17:00 8 0000011 0001 00000 20 17:15 10 0000140002 00000 17 17:30 7 000005 000000000 12 17:45 7 000008 0001 00000 16 18:00 1 000002 000000000 3 18:15 0000001 000000000 1 18:30 0000000000000000 0 18:45 0000000000000000 0 19:00 0000000000000000 0 19:15 0000000000000000 0 Total1760001101391002100800 354 Cars+172000191350002000800 345 Trucks4000014100100000 10 2.3 0.0 0.0 0.0 0.0 10.0 2.9 100.0 0.0 0.0 4.8 0.0 0.0 0.0 0.0 0.0% Trucks New Horizon Apple Valley West Driveway 9/14/2021 LJ TURNING MOVEMENT COUNT DATA 141st St West Driveway 141st St Speedway Driveway Southbound Westbound Northbound Eastbound All Vehicles 2.82.3 3.3 4.8 0.0 6.2 Location: Count Date: Counted By: Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total 5:30 0000000000001 000 1 5:45 0000000000000000 0 6:00 001 0000000000000 1 6:15 1 0 1 0001 000001 000 4 6:30 0000001 000001 000 2 6:45 1 0 2 0001 000003 000 7 7:00 3 0 2 0002 000002 000 9 7:15 2 0 3 0000000003 000 8 7:30 3 0 4 0000000002 000 9 7:45 3 0 1 0001 000004 000 9 8:00 3 0 5 0000000002 000 10 8:15 1 0 2 0000000001 000 4 8:30 002 0001 000001 000 4 8:45 001 0001 000000000 2 9:00 3 000000000000000 3 9:15 0000000000000000 0 9:30 0000000000000000 0 9:45 002 0000000000000 2 10:00 0000000000000000 0 10:15 0000000000000000 0 10:30 0000000000000000 0 10:45 0000000000000000 0 11:00 0000000000000000 0 11:15 0000000000000000 0 11:30 0000000000001 000 1 11:45 0000000000000000 0 12:00 0000000000000000 0 12:15 1 000001 000000000 2 12:30 0000000000000000 0 12:45 0000000000001 000 1 13:00 0000000000000000 0 13:15 002 0000000000000 2 13:30 0000000000000000 0 13:45 1 000000000000000 1 14:00 0000000000000000 0 14:15 0000000000001 000 1 14:30 002 0001 000000000 3 14:45 0000001 000000000 1 15:00 1 0 1 0000000001 000 3 15:15 001 0000000000000 1 15:30 0000000000000000 0 15:45 001 0001 000001 000 3 16:00 1 0 3 0000000004 000 8 16:15 2 0 4 0000000000000 6 16:30 4 0 3 0000000001 000 8 16:45 4 0 3 0001 000003 000 11 17:00 4 0 1 0002 000001 000 8 17:15 9 0 2 0000000001 000 12 17:30 5 0 1 0002 000001 000 9 17:45 5 0 1 0000000000000 6 18:00 001 0000000000000 1 18:15 0000000000000000 0 18:30 0000000000000000 0 18:45 0000000000000000 0 19:00 0000000000000000 0 19:15 0000000000000000 0 Total57052000170000037000 162 Cars+54052000160000035000 157 Trucks3000001000002000 6 5.3 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0 0.0% Trucks New Horizon Apple Valley South Driveway 9/14/2021 LJ TURNING MOVEMENT COUNT DATA South Driveway Upper 141st St 0 Upper 141st St Southbound Westbound Northbound Eastbound All Vehicles 3.72.8 5.9 0.0 5.4 6.2 7000 N E W H O R I Z O N A C A D E M Y N E W H O R I Z O N A C A D E M Y RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 09.12.2023 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota A. PETER HILGER, AIA 2023 RYLAUR, LLCC G000 COVER SHEET NEW HORIZON ACADEMY 7000 57th AVENUE NORTH CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 7000 57th AVENUE N. CRYSTAL, MN 55428 SHEET INDEX G000 Architectural Sheets CONSULTANT INDEX CODE SUMMARY THIS SUMMARY BASED ON:2020 MN STATE BUILDING CODE USE GROUP CLASSIFICATIONS:GROUP I-4 (MSBC 308.6) PER MN RULES 1305.0308 (308.5) WHEN GREATER THAN 5 CHILDREN (I-4) CONSTRUCTION TYPE (SECTION 602.5):TYPE VB SPRINKLERED ALLOWABLE NUMBER OF STORIES 1 + 1 per MSBC 504.2 ACTUAL NUMBER OF STORIES:1 Story LOCATION OF THIS SPACE At Grade ACTUAL BUILDING AREA: OCCUPANCY SEPARATION (TABLE 508.4):NONE FIRE RESISTANCE RATING (TABLE 601): TOTAL BUILDING OCCUPANT LOAD BASED ON IBC ROOM NAME & NUMBER (1)NET SQ. FT. AREA (2)(3)FACTOR (3)CHILDREN TOTAL STAFF TOTAL (4) 446 1/35 12 3 447 1/35 12 3 639 1/35 14 2 313 1/200 -- (1)PER MN RULES 9503.0005 DEFINITIONS AND 9503.0040 SUBP. 4(A): -INFANT: 6 WEEKS TO 18 MONTHS - TODDLER: 16 MONTHS TO 35 MONTHS -PRESCHOOL: 31 MONTHS TO KINDERGARTEN TOTAL LICSENCING OCCUPANT LOAD 8,404 SF 189 29 854 1/35 21 3 (2)EXCLUDES CRIB ROOMS, TOILET ROOMS, STORAGE ROOMS, STAFF SPACES, AND NET OF CABINETS AND FIXTURES IN ACCORDANCE (3)LOAD FACTOR PER IBC TABLE 1004.1.2 IS BASED ON NET AREA OF INDOOR SPACE PER CHILD IN ACCORDANCE WITH MN RULE (4)PER MN RULES 9503.0040, SUBP. 1: -STAFF/CHILD RATIOS ARE AS FOLLOWS: - INFANT: 1:4 PER 8 CHILDREN GROUP SIZE - TODDLER: 1:7 PER 10 CHILDREN GROUP SIZE (5)OFFICES & KITCHEN GROSS AREA PER IBC TABLE 1004.1.2. OTHER REQUIREMENTS: PER IBC TABLE 803.13 IN SPRINKLERED BUILDINGS EXIT WAYS & CHILDREN'S ROOM TO HAVE CLASS B FINISHES. (I-4) PER IBC TABLE 1017.2 IN SPRINKLERED BUILDINGS, TRAVEL DISTANCE FROM ANY ROOM LOCATION SHALL BE MAXIMUM 200 FEET FOR OCCUPANCY TYPE I-4. PER CHAPTER 9, FIRE ALARM SYSTEM REQUIRED AND PROVIDED. INFANT 1 INFANT 2 TODDLER TRANSITION TODDLER 1 TODDLER 3 KITCHEN (5) ALLOWABLE AREA (TBL 503 & 506.3 Increase) 638 1/35 14 2 103 1/150 - 1RECEPTION (5) 27,000 SF PROPOSED OCCUPANT LOAD ANNALYSIS OCCUPANT LOAD & CODE ANALYSIS FOOTNOTES: Client FIRE RESISTANCE RATING (TABLE 602): NONE NONE & PREP ROOMS BASED ON SAME OCCUPANCY USING THESE SUPPORTING WITH MN RULE 9503.0155 SUBP. 9. 9503.0155 SUBP. 9, PLUS REQUIRED STAFF PER AGE GROUP. 15 15 16 1 (not FTE) 219 Licensed Occupants 24 16 1 (Receptionist) OPERATIONAL OCC. LOAD (6) COVER SHEET 518 1/35 12 3INFANT 3 15 (6)TABULATION OF OCCUPANTS BASED ON ACTUAL OPERATIONAL STAFF EMPLOYEES AND CHILDREN. THIS RESULTS IS THE LICENSING CAPACITY FOR THE CENTER AND USED TO DETERMINE PARKING (7)TABULATION OF OCCUPANTS BASED ON IBC TABLE 1004.5 THESE RESULTS USED FOR PURPOSES OF LIFE SAFETY & EXITING TOTAL MSBC EXITING OCCUPANT LOAD: SEE SHEET LSP1 & LSP2 FOR EXITING REQUIRMENTS NEW HORIZON ACADEMY HEIDI PROSS 3405 ANNAPOLIS LANE NORTH SUITE 100 PLYMOUTH, MN 55447 P: 763-383-6216 Email: hpross@nhacademy.net GRADING PLAN UTILITY PLAN SITE PLAN 1178 SF 1/35 34 As shown on Life Safety Plan = 148 Occupants Architect RYLAUR, LLC A. PETER HILGER, AIA 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612-868-3636 Email: philger@rylaur.com 663 1/35 14 2TODDLER 2 16 138 1/150 1DIRECTOR OFFICE (5)1 (Director ) LARGE MOTOR GYM "LMR" (Accessory) - - REMOVALS PLAN - PRESCHOOL: 1:10 PER 18 CHILDREN GROUP SIZE CIVIL DETAILS V1.0 TITLE SURVEY TITLE SHEET Landscape Design SIMONET DESIGN CARMEN SIMONET, PLA P: 651-695-0273 Email: carmen@simonetdesign.com Civil Engineer CIVIL SITE GROUP DAVID KNAEBLE 5000 GLENWOOD AVENUE GOLDEN VALLEY, MN 55422 P: 763-234-7523 Email: dknaeble@civilsitegroup.com SWPPP - EXISTING CONDITIONS 15,950 SF 241 net 1/15 -CONFEREMCE R, (5)--PARKING SUMMARY ZONING REQUIREMENT FOR DAYCARE FACILITY = Refer to Parking Analysis Report NUMBER OF STAFF = 29 OCCUPANTS NUMBER OF CHILDREN = 189 OCCUPANTS NUMBER OF PARKING STALLS = 43 STALLS PROVIDED BICYCLE PARKING SPOTS PROVIDED ON SITE Site Lighting STEEN ENGINEERING, INC. JOHN ALSETH P: 763-235-4796 Email: johna@steeneng.com C0.1 C1.0 C2.0 C3.0 C4.0 C5.0 C5.1 C5.2 SW1.0 SW1.1 SW1.2 SW1.3 E0.1 SITE PHOTOMETRIC CALCS SITE PLAN LANDSCAPE DETAILS & NOTES FLOOR PLAN DEMO PLAN LANDSCAPE PLAN FLOOR PLAN ROOF PLAN BUILDING SECTION L1 L2 A001 A101 D101 A101 A120 A201 Civil Sheets CIVIL DETAILS CIVIL DETAILS SWPPP - PROPOSED CONDITIONS SWPPP - DETAILS SWPPP - NARRATIVE Site Lighting Sheet Landscape Sheets Architectural Sheets BUILDING SECTION w/SIGHTLINE STUDYA301 CITY RE-SUBMITTAL 9.26.23 755 1/35 20 2PRESCHOOL 1 22 754 1/35 20 2PRESCHOOL 2 22 751 1/35 20 2PRESCHOOL 3 22 1171 1/35 30 3PRESCHOOL 4 33 E0.2 SITE PHOTOMETRIC LIGHTING SHEETS City Review Comments 09.26.23 LICENSING OPERATIONAL STAFF = 29 EMPLOYEES & (1) KITCHEN EMPLOYEE, Not Full Time (not FTE) MNSBC LIFE SAFETY EXITING STAFF = 30 EMPLOYEES Attachment E 6.2 Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C0.0TITLE SHEETNEW HORIZON ACADEMYCRYSTAL, MINNESOTAISSUED FOR: CITY REVIEW COMMENTSKnow what'sbelow.before you dig.CallRALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.SHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETC0.1 PROJECT NOTESC1.0 REMOVALS PLANC2.0 SITE PLANC3.0 GRADING PLANC4.0UTILITY PLANC5.0 CIVIL DETAILSC5.1 CIVIL DETAILSC5.2 CIVIL DETAILSSW1.0 SWPPP - EXISTING CONDITIONSSW1.1 SWPPP - PROPOSED CONDITIONSSW1.2 SWPPP - DETAILSSW1.3SWPPP - NARRATIVEPROJECT CONTACTSNAME & ADDRESSCONTACTCIVIL ENGINEERCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422DAVE KNAEBLE612-615-0060DKNAEBLE@CIVILSITEGROUP.COMLANDSCAPE ARCHITECTCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422PATRICK SARVER612-615-0060PSARVER@CIVILSITEGROUP.COMPROPERTY OWNERARCHITECTRYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127A. PETER HILGER612-868-3636PHILGER@RYLAUR.COMSURVEYORCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422RORY SYNSTELIEN612-615-0060RORY@CIVILSITEGROUP.COMGEOTECHNICALENGINEERBRAUN INTERTEC11001 HAMPSHIRE AVE SMINNEAPOLIS, MN 55348JUSTIN P. MICHAEL952-995-2000JMICHAEL@BRAUNINTERTEC.COMREVISION SUMMARYDATEDESCRIPTIONNEW HORIZON ACADEMY3405 ANNAPOLIS LANE N, SUITE 100PLYMOUTH, MN 55447HEIDI PROSS763-383-6216HPROSS@NHACADEMY.NETSITE LOCATIONSITE LOCATION MAPN6.2 8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420056Address: 5717 West BroadwayOwner: Amerco Real Estate CompanyPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotBituminous Parking LotAccess AccessOverhang11135553211023Concrete SidewalkConcrete SidewalkConcrete Sidewalk Concrete WalkwayConcrete Walkway 129.6 81.632.66.6 34.78.0 129.6112.913.7Chain Link FenceChain Link FenceMonument SignLandscapingLandscapingBituminous Parking LotBituminous DriveLandscaping S89°40'55"E 261.50S00°17'05"W 101.00 S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80 [15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764 [14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W) JERSEY AVENUE NORTH DESCRIPTION OF PROPERTY SURVEYEDLot 1, Block 1, Kubinski and Palmer Addition.Hennepin County, MinnesotaAbstract PropertyGENERAL SURVEY NOTES1. Bearings are based on the Hennepin County Coordinate System (1986 Adjustment).2. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located on the north side of 57th Avenue North,approximately 10 feet southwest of the southeast corner of the subject property, as shown hereon. Elevation = 873.763. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plansobtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information todevelop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately,completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also,please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property.ALTA/NSPS LAND TITLE SURVEY NOTES(numbered per Table A)1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon.2. Site Address: 7000 57th Avenue North, Crystal, Minnesota 55428.3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community PanelNo. 27053C0211F, effective date of November 4, 2016.4. The Gross land area is 59,804 +/- square feet or 1.373 +/- acres.7. (a) Exterior dimensions of buildings at ground level as shown hereon.8. Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability tovisibly observed all site features located on the subject property.9. The number of striped parking stalls on this site are as follows: 75 Regular + 3 Handicap = 78 Total Parking Stalls.13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from the Hennepin County InteractiveProperty Map.SURVEY REPORT1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Commercial Partners Title, a division of Fidelity NationalTitle Insurance Company, as agent for Fidelity National Title Insurance Company, File No. CP72024, dated April 14, 2023. We note the following withregards to Schedule B II Exceptions of the herein referenced Title Commitment:a. Item no.'s 1-12 are not survey related.b. The following are numbered per the referenced Title Commitment:[13]. Terms and conditions of easement for electric transmission line purposes, in favor of Northern States Power Company, as set forth in instrument dated November 19, 1952, filed March 20, 1953, as Document No. 2802870. Easement is located along the south 5 feetof the subject property, as shown hereon.[14]. Rights and easements in favor of the City of Crystal, acquired in Condemnation, as evidenced by Final Certificate dated December 10, 1973,filed December 17, 1973, as Document No. 4059764. Document provides for a street easement and slope easements over parts ofthe underlying Lot 26, Auditor's Subdivision No. 226. The street easement has been since dedicated per the plat of Kubinskiand Palmer Addition and does not appear to affect the subject property. The slope easements lie over a portion of the easterly3 feet and the southerly 4 feet of the subject property, as shown hereon.[15]. Drainage and Utility easements as shown on the recorded plats of Spilane Addition and Kubinski and Palmer Addition. Easements are located along the east 5 feet of the subject property, as shown hereon.ALTA CERTIFICATIONTo: Weinberg Family Limited Partnership, a Minnesota limited partnership; New Horizon Child Care, Inc., a Minnesota corporation; Commercial Partners Title, adivision of Fidelity National Title Insurance Company; and Fidelity National Title Insurance Company:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements forALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 9, and 13 of Table A thereof.The fieldwork was completed on 6-16-2023.Dated this 26th day of July, 2023.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comVICINITY MAP7000 57th Avenue North Crystal, Hennepin County, Minnesota 55428 14 Pheasant Lane, North Oaks, Minnesota 55127 Rylaur, LLC PROJECTPROJECT NO.: 23128.00COPYRIGHT 2023 CIVIL SITE GROUP INC.cREVISION SUMMARYDATE DESCRIPTIONV1.0ALTA/NSPS LANDTITLE SURVEY. .. .. .. .. .. .N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.7-26-2023NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDH/HSDSCJ.OVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCELINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEWOODEN FENCELINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSB SOIL BORINGLIGHT POLEACCESS RESTRICTION40102001020SCALE IN FEET6.2 Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C0.1PROJECT NOTESKnow what'sbelow.before you dig.CallRREVISION SUMMARYDATEDESCRIPTIONOPERATIONAL NOTESSNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO. SHALLREMOVE EXCESS OFF-SITE.TRASH REMOVALTRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIESDELIVERIES SHALL OCCUR AT THE FRONT DOORVIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).CITY OF CRYSTAL SITE SPECIFIC NOTES:1. RESERVED FOR CITY SPECIFIC SITE NOTES.REMOVAL NOTES:CITY OF CRYSTAL REMOVAL NOTES:1. RESERVED FOR CITY SPECIFIC REMOVAL NOTES.1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.2. SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.3. REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.4. REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.5. EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.6. REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.7. ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.8. EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.9. PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITIONAND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10. MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTORSHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK.11. DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12. PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.13. SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14. VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.15. ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.16. SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17. STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18. ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FORCONSTRUCTION SHALL BE RETURNED TO LGU.19. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.SITE LAYOUT NOTES:1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TOBEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING ANDPROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS.CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANYREVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONALADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TOTHE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TOINSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION,INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.4. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORTPRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.5. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONSOF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVEPRIOR TO INSTALLATION OF FOOTING MATERIALS.6. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, ANDWALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FORREVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OFCONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BEAS SHOWN ON THE DRAWINGS.8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEWAND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALLPREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THEFOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDINGPADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TOREJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREASIN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.10. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTERPERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALLOTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED ORREQUIRED BY ADA OR LOCAL GOVERNING BODIES.11. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12. ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS ANDDIMENSIONS PRIOR TO SITE IMPROVEMENTS.14. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTEDOTHERWISE.16. ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.17. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETSFOR PAVEMENT SECTIONS.18. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH ACONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.19. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN.CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELDCONDITIONS. CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANYCURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES.CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THISPROCEDURE IS NOT FOLLOWED.GENERAL GRADING NOTES:CITY OF CRYSTAL GRADING NOTES:1. RESERVED FOR CITY SPECIFIC GRADING NOTES.1. CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSSCHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS.THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATIONOF THIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL,STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.3. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITEPREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THEREQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'SSOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTSAND INSPECTIONS WITH THE SOILS ENGINEER.5. ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLICRIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FORAQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.7. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTIONDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.8. PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.9. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSSSLOPE, UNLESS OTHERWISE NOTED.10. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUMSLOPES IN MAINTAINED AREAS IS 4:1.11. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' INHEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGNDRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THEDURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BERESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPEARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.13. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOILMATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THESITE.14. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREASDESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THESITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS,ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BEESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TOA MINIMUM DEPTH OF 6 INCHES.15. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITSOF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHINSPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARESHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BEPROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREASTHAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECTGRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL ORBETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.16. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/ORPARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSSWEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BECOMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICHSECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BECOMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCURWITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.17. TOLERANCES17.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOTABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.17.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORETHAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHEREMEASUREMENT IS MADE.17.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THEREQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.17.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.18. MAINTENANCE18.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREAFREE OF TRASH AND DEBRIS.18.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TOSPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD,ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.18.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONSOR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIREDDENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL UTILITY NOTES:CITY OF CRYSTAL UTILITY NOTES:1. RESERVED FOR CITY SPECIFIC UTILITY NOTES.1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OFDISCREPANCIES OR VARIATIONS FROM THE PLANS.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION"AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM),AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USEDOR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151,ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTMD3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESSOTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTMD3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE ORTO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINALCONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL ANDMECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PERDETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPEDELEVATIONS.12. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAINA MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWERLINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.13. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.14. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITHCITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.15. CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.16. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THEMECHANICAL DRAWINGS.17. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OFUTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.18. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BESAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD)AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE,BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETSSHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.19. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSEDGRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BECOMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEETOWNERS REQUIREMENTS FOR TRAFFIC LOADING.20. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.21. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.22. ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BEUSED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS,OR OTHER STRUCTURES.23. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OFTHE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCEWITH MN RULES, CHAPTER 4714, SECTION 1109.0.DLTREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE ORCONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHEREPOSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ONPOSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS16.2 8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotBituminous Parking LotAccess AccessOverhang11135553211023Concrete SidewalkConcrete SidewalkConcrete Sidewalk Concrete WalkwayConcrete Walkway 129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignLandscapingLandscapingBituminous Parking LotBituminous DriveLandscaping S89°40'55"E 261.50S00°17'05"W 101.00 S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80 [15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764 [14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W) JERSEY AVENUE NORTH CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSREMOVE EXISTINGCURB AND GUTTER,TYP.EXISTING SIDEWALK TOREMAIN, PROTECTDURING CONSTRUCTIONREMOVE EXISTING PAVEMENTAND BASE MATERIAL, TYP.SAWCUTFULL DEPTHREMOVEEXISTINGCURB ANDGUTTER,TYP.PROTECTEXISTINGSIDEWALKSAWCUTFULL DEPTHPROTECTEXISTINGSIDEWALKEXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.BITUMINOUS MILL& OVERLAY, TYP.EXISTING STORM SEWERSTRUCTURE TO REMAIN,PROTECT DURINGCONSTUCTIONREMOVE EXISTINGSTORM STRUCTURECONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATIONOF UTILITIES. UPON COMPLETIONOF UTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALEXISTING UTILITYTRANSFORMER ANDCONC. PAD, PROTECTDURING CONSTRUCTIONREMOVE EXISTINGLANDSCAPING SHRUBS,BUSHES, AND ROCKMATERIAL, TYP.EXISTING MONUMENT SIGNTO REMAIN, PROTECTDURING CONSTRUCTIONABANDON WATER SERVICEPER CITY STANDARDSCONTRACTOR SHALL DIGINTO THE STREET AND SHUTTHE SERVICE OFF AT THECORP. AT THE WATERMAIN.REMOVE EXISTING TREESAND ROOT BALLS, TYP.REMOVE EXISTINGTREES AND ROOTBALLS, TYP.REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASEMATERIAL, INCLUDING BIT., CONC., ANDGRAVEL PVMTS.BITUMINOUS MILL AND OVERLAY.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C1.0REMOVALS PLANKnow what'sbelow.before you dig.CallRREMOVE CURB AND GUTTER. IF INRIGHT-OF-WAY, COORDINATE WITH LOCALGOVERNING UNIT.SEE SHEET C0.1 FOR GENERALREMOVAL NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONPROPERTY LINEREMOVAL OF TREES ANDVEGETATION INCLUDING STUMPSAND ROOT SYSTEMS01" = 20'-0"20'-0"10'-0"NOWNER INFORMATIONNEW HORIZON ACADEMY3405 ANNAPOLIS LANE N, SUITE 100PLYMOUTH, MN 55447HEIDI PROSS763-383-6216HPROSS@NHACADEMY.NETTREE REMOVALSSPECIES / DBHLOCATIONREMOVAL REASONASH / 24"WEST OF BUILDING, ALONGKENTUCKY AVE NUNDERGROUND STORM SEWERCONSTRUCTION, GRADINGASH / 20"SW OF BUILDING, ALONGKENTUCKY AVE NUNDERGROUND STORM SEWERCONSTRUCTION, GRADINGASH / 26"SW OF BUILDING, ALONG 57THAVE NUNDERGROUND STORM SEWERCONSTRUCTION, GRADINGASH / 26"SOUTH OF BUILDING, ALONG 57THAVE NGRADING, PLAYGROUND WITH SECURITYFENCEASH / 26"SE OF BUILDING, ALONG 57TH AVENCERTIFIED ARBORIST TO REVIEW ANDCONFIRM THAT EX. ASH TREE HAS EMERALDASH BORER, AND NEEDS TO BE REMOVED.LOCUST / 17"SE OF BUILDING, AT PARKING LOTGRADINGPINE / 30"EAST OF PARKING LOTGRADINGASH / 24"NE OF PARKING LOTCERTIFIED ARBORIST TO REVIEW ANDCONFIRM THAT EX. ASH TREE HAS EMERALDASH BORER, AND NEEDS TO BE REMOVED.6.2 8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotAccess AccessOverhangConcrete SidewalkConcrete SidewalkConcrete Sidewalk129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignBituminous Parking LotBituminous DriveS89°40'55"E 261.50S00°17'05"W 101.00 S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80 [15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764 [14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W) JERSEY AVENUE NORTH OverhSewer LiftStationLAUNDRY108 sfTODDLER TRANSITION638 sf14 Children @ 1:7= 2 Staff638COT16 sfTODDLER #1639 sf14 Children @ 1:7= 2 Staff639TODDLER #2663 sf14 Children @ 1:7= 2 Staff663TODDLER #3854 sf21 Children @ 1:7= 3 Staff854INFANT #3518 sf12 Children @ 1:4= 3 Staff518CRIB RM12 CribsCRIB RM12 CribsINFANT #2447 sf12 Children @ 1:4= 3 Staff447INFANT #1446 sf12 Children @ 1:4= 3 Staff446LARGE MOTOR ROOM117834 Children1178PRESCHOOL #1755 sf20 Children @ 1:10= 2 Staff755PRESCHOOL #2754 sf20 Children @ 1:10= 2 Staff752PRESCHOOL #3751 sf20 Children @ 1:10= 2 Staff753PRESCHOOL #41171 sf30 Children @ 1:10= 3 Staff1171SPECIALNEEDS OFFICE285 sf@ 1:150 = 2 StaffCOT21 sfCOT16 sfCOT16 sfCRIB RM12 CribsSIGN IN KITCHEN313 sf313SPRINKLER RM102 sfTOT 2 TLT47 sfTOT 3 TLT93 sfHC TOT TRANS TLT47 sfHC TOT 1 TLT47 sfSTORAGE94 sfHALL D173 sfLOBBY570 sfRECEPTION103 sfVESTIBULE50 sfOFFICE138 sfHALL A420 sfMECHANICAL RM264 sfADULTHC UNISEX51 sfADULTUNISEX44 sfHALL B450 sfHALL C373 sfPRE 4 TLT31 sfHC PRE 4 TLT31 sfCOTS21 sfCONF RM1171 sf241 sf net @ 1:15= 16 seatsSTAFF RM232 sfJANITOR35 sfHC PRE 3 TLT43 sfPRE 3 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sfREARVESTIBULE30 sfNO PARKING 8.018.05.7 9.0 TYP.FULL BIT. PVMT.RECONSTRUCT,TYP, SEE FINALGEOTECH FORTHICKNESSTRASHENCLOSURE,SEE ARCH'LPLANS FORDETAILSPVMT. STRIPING,TYP.MATCH EXISTINGSIDEWALK, TYP.MATCH EXISTING CURBAND GUTTER PER CITYSTANDARDS, TYP.CONTRACTOR IS RESPONSIBLE TO INSTALLANY SIDEWALK AND CURBING PER DESIGNPLAN. CONTRACTOR TO VERIFY ALL CURBSAND SIDEWALKS WILL DRAIN PROPERLY INFIELD CONDITIONS. CONTRACTOR MUSTCONTACT THE CIVIL ENGINEER 24-HOURSPRIOR TO ANY CURB AND/OR SIDEWALKINSTALLATION TO REVIEW AND INSPECT CURBSTAKES. CONTRACTOR IS RESPONSIBLE FORANY CURB OR SIDEWALK REPLACEMENT IFTHIS PROCEDURE IS NOT FOLLOWED.18.026.09.0TYP.28.018.0 TYP.25.8 18.0 TYP. 18.0 TYP.24.1 18.0 72.3 9.013.79.09.0 TYP.BITUMINOUS MILL& OVERLAY5.0MATCH EXISTINGSIDEWALK, TYP.CONCRETEPAVEMENTMATCH EXISTINGSIDEWALK, TYP.MONOLITHICCURB, TYP.THICKENED EDGECONC. WALK, TYP.ACCESSIBLE PARKINGSPACE, INCL. SIGNAGE,STRIPING AND RAMPS,SEE DETAILSMATCH EXISTINGCURB, TYP.MATCH EXISTINGCURB, TYP.9.0TYP.18.028.0 29.3 9.0TYP.9.0TYP.5.07.0 35.9 5.3 TOT LOT, SEE ARCH'LPLANS FOR DETAILS10.0 27.8 5.0 5.45.093.17.93.65.06.26.0CONC. WALK, TYPCONC. WALK, TYPTODDLER PLAY YARD W/FALLZONE MATERIAL, SEEARCH'L PLANS FOR DETAILSPRESCHOOL PLAY YARD W/FALLZONE MATERIAL, SEEARCH'L PLANS FOR DETAILSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSSECURITY YARD FENCE, SEEARCH'L PLANS FOR DETAILS,TYP.PATCH SIDEWALK/PEDRAMP SECTION IN-KINDPER CITY STANDARDSSECURITY YARD FENCE, SEEARCH'L PLANS FOR DETAILS,TYP.MATCH EXISTINGSIDEWALK PER CITYSTANDARDS, TYP.Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANBITUMINOUS PAVEMENT (IF APPLICABLE). SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & WEAR COURSE DEPTH, SEE DETAIL.BITUMINOUS MILL & OVERLAYCONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLANSEE SHEET C0.1 FOR GENERALSITE NOTESKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"NOWNER INFORMATIONNEW HORIZON ACADEMY3405 ANNAPOLIS LANE N, SUITE 100PLYMOUTH, MN 55447HEIDI PROSS763-383-6216HPROSS@NHACADEMY.NETFALLZONE MATERIAL - IMPERVIOUS6.2 8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotAccess AccessOverhangConcrete SidewalkConcrete SidewalkConcrete Sidewalk129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignBituminous Parking LotBituminous DriveS89°40'55"E 261.50S00°17'05"W 101.00 S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80 [15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764 [14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W) JERSEY AVENUE NORTH OverhSewer LiftStationLAUNDRY108 sfTODDLER TRANSITION638 sf14 Children @ 1:7= 2 Staff638COT16 sfTODDLER #1639 sf14 Children @ 1:7= 2 Staff639TODDLER #2663 sf14 Children @ 1:7= 2 Staff663TODDLER #3854 sf21 Children @ 1:7= 3 Staff854INFANT #3518 sf12 Children @ 1:4= 3 Staff518CRIB RM12 CribsCRIB RM12 CribsINFANT #2447 sf12 Children @ 1:4= 3 Staff447INFANT #1446 sf12 Children @ 1:4= 3 Staff446LARGE MOTOR ROOM117834 Children1178PRESCHOOL #1755 sf20 Children @ 1:10= 2 Staff755PRESCHOOL #2754 sf20 Children @ 1:10= 2 Staff752PRESCHOOL #3751 sf20 Children @ 1:10= 2 Staff753PRESCHOOL #41171 sf30 Children @ 1:10= 3 Staff1171SPECIALNEEDS OFFICE285 sf@ 1:150 = 2 StaffCOT21 sfCOT16 sfCOT16 sfCRIB RM12 CribsSIGN IN KITCHEN313 sf313SPRINKLER RM102 sfTOT 2 TLT47 sfTOT 3 TLT93 sfHC TOT TRANS TLT47 sfHC TOT 1 TLT47 sfSTORAGE94 sfHALL D173 sfLOBBY570 sfRECEPTION103 sfVESTIBULE50 sfOFFICE138 sfHALL A420 sfMECHANICAL RM264 sfADULTHC UNISEX51 sfADULTUNISEX44 sfHALL B450 sfHALL C373 sfPRE 4 TLT31 sfHC PRE 4 TLT31 sfCOTS21 sfCONF RM1171 sf241 sf net @ 1:15= 16 seatsSTAFF RM232 sfJANITOR35 sfHC PRE 3 TLT43 sfPRE 3 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sfREARVESTIBULE30 sfNO PARKING CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C3.0GRADING PLAN1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C0.1 FOR GENERALGRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N6.2 8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420056Address: 5717 West BroadwayOwner: Amerco Real Estate CompanyPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotAccess AccessOverhangConcrete SidewalkConcrete SidewalkConcrete Sidewalk129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignBituminous Parking LotBituminous DriveS89°40'55"E 261.50S00°17'05"W 101.00 S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80 [15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764 [14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W) JERSEY AVENUE NORTH OverhSewer LiftStationLAUNDRY108 sfTODDLER TRANSITION638 sf14 Children @ 1:7= 2 Staff638COT16 sfTODDLER #1639 sf14 Children @ 1:7= 2 Staff639TODDLER #2663 sf14 Children @ 1:7= 2 Staff663TODDLER #3854 sf21 Children @ 1:7= 3 Staff854INFANT #3518 sf12 Children @ 1:4= 3 Staff518CRIB RM12 CribsCRIB RM12 CribsINFANT #2447 sf12 Children @ 1:4= 3 Staff447INFANT #1446 sf12 Children @ 1:4= 3 Staff446LARGE MOTOR ROOM117834 Children1178PRESCHOOL #1755 sf20 Children @ 1:10= 2 Staff755PRESCHOOL #2754 sf20 Children @ 1:10= 2 Staff752PRESCHOOL #3751 sf20 Children @ 1:10= 2 Staff753PRESCHOOL #41171 sf30 Children @ 1:10= 3 Staff1171SPECIALNEEDS OFFICE285 sf@ 1:150 = 2 StaffCOT21 sfCOT16 sfCOT16 sfCRIB RM12 CribsSIGN IN KITCHEN313 sf313SPRINKLER RM102 sfTOT 2 TLT47 sfTOT 3 TLT93 sfHC TOT TRANS TLT47 sfHC TOT 1 TLT47 sfSTORAGE94 sfHALL D173 sfLOBBY570 sfRECEPTION103 sfVESTIBULE50 sfOFFICE138 sfHALL A420 sfMECHANICAL RM264 sfADULTHC UNISEX51 sfADULTUNISEX44 sfHALL B450 sfHALL C373 sfPRE 4 TLT31 sfHC PRE 4 TLT31 sfCOTS21 sfCONF RM1171 sf241 sf net @ 1:15= 16 seatsSTAFF RM232 sfJANITOR35 sfHC PRE 3 TLT43 sfPRE 3 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sfREARVESTIBULE30 sfNO PARKING CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSFIRE DEPARTMENTCONNECTION,COORD. W/MECH'L8" COMBINED DIPWATER SERVICE ANDVALVE, STUB TO WITHIN5' FROM BUILDING,COORD. W/MECH'LCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATION OFUTILITIES. UPON COMPLETION OFUTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALCONTRACTOR SHALL COORDINATEALL THE UTILITY SERVICES WITHBOTH THE CIVIL AND MECHANICALPLANS PRIOR TO CONSTRUCTION.SEE DEMO PLAN FORALL EXISTING UTILITYREMOVAL INFORMATIONCBMH 16RIM=872.82IE=869.8312" NYLOPLAST STRUCTUREWITH 12" PED. GRATE. SETGRATE BELOW PLAYGROUNDSURFACING, SEE DETAIL.CBMH 15RIM=872.85IE=869.4212" NYLOPLASTSTRUCTURE WITH 12"PED. GRATE.IE=869.0712" NYLOPLAST STRUCTUREWITH 12" PED. GRATE. SETGRATE BELOW PLAYGROUNDSURFACING, SEE DETAIL.12" NYLOPLAST STRUCTUREWITH 12" PED. GRATE. SETGRATE BELOW PLAYGROUNDSURFACING, SEE DETAIL.CBMH 12RIM=872.84IE=868.3912" NYLOPLAST STRUCTUREWITH 12" PED. GRATE. SETGRATE BELOW PLAYGROUNDSURFACING, SEE DETAIL.CBMH 11RIM=872.84IE=868.0712" NYLOPLASTSTRUCTURE WITH 12"PED. GRATE.CBMH 11ARIM=872.84IE=868.8412" NYLOPLASTSTRUCTURE WITH 12"PED. GRATE.CBMH 1RIM=870.51IE(NW)=867.06IE(S)=867.00SUMP=863.00INSTALL MOMENTUMPRESERVER. INSTALLSTRUCTURE OVEREXISTING PIPESEX. CBMHRIM=870.54EX. IE(SE)=867.68PR. IE(N)=867.68CORE DRILL CONNECTIONTO EX. STRUCTUREAD 14AUSE 12"X6" WYE AT ALL LOCATIONSWHERE STORM LINES MEET FORDOWNSPOUT AREA DRAINSBUILDING DOWNSPOUTLOCATIONS ALL NEED TO BEFINALIZED. COORDINATE FINALLOCATIONS WITH ARCHITECTPRIOR TO CONSTRUCTION.EX. CBRIM=871.69EX. IE(SW)=867.71PR. IE(NE)=868.21CORE DRILL CONNECTIONTO EX. STRUCTURECBMH 24RIM=872.39IE=868.8312" NYLOPLASTSTRUCTURE WITH 12"DOME GRATE.CBMH 23RIM=873.04IE=868.6212" NYLOPLASTSTRUCTURE WITH 12"SOLID GRATE.CBMH 22RIM=872.53IE=868.5012" NYLOPLASTSTRUCTURE WITH 12"DOME GRATE.MH 21RIM=872.72IE=868.30CBMH 21ARIM=873.11IE=868.8712" NYLOPLASTSTRUCTURE WITH 12"SOLID GRATE.AD 23BAD 23AAD 21CAD 21B41 LF 8" SCH40 PVCSTORM @ 1.00%35 LF 8" SCH40 PVCSTORM @ 1.00%32 LF 8" SCH40 PVCSTORM @ 1.00%36 LF 8" SCH40 PVCSTORM @ 1.00%32 LF 8" SCH40 PVCSTORM @ 1.00%32 LF 8" SCH40 PVCSTORM @ 2.41%78 LF 12" SCH40 PVCSTORM @ 0.50%42 LF 12" SCH40 PVCSTORM @ 0.50%24 LF 12" SCH40 PVCSTORM @ 0.50%39 LF 12" SCH40 PVCSTORM @ 0.50%18 LF 12" RCPSTORM @ 0.50%57 LF 12" SCH40 PVCSTORM @ 0.50%MAKE WET TAPCONNECTION TOEXISTING 8" WATER MAIN,COORD. WITH CITYGV & VALVE BOXCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447UTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C0.1 FOR GENERALUTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLANKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N6.2 Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C5.0CIVIL DETAILSCONTRACTOR SHALL REVIEW ALL CIVIL AND ARCHITECTURAL DETAILS PRIOR TO WORK. ANYREDUNDANT, CONTRADICTORY OR CONFLICTING INFORMATION PRESENTED IN ANY PLAN OR DETAILTHROUGHOUT THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECTARCHITECT AND CIVIL ENGINEER AND RESOLVED PRIOR TO WORK COMMENCING.GENERAL DETAILS NOTES:REVISION SUMMARYDATEDESCRIPTIONACCESSIBLE PARKING PAVEMENT MARKINGN T SNOPARKINGNOTE:1. ADHERE TO ALL STATE & FEDERAL ADASTANDARDS FOR PARKING, PAINT &SIGNAGE.2. VERIFY AND LAYOUT ALL PAINTED FORMS &STRIPING PRIOR TO INSTALLATION3. SEE PLAN FOR ACTUAL PARKING SPACESLAYOUT4. ALL PAINT COLORS MUST CONFORM TOSTATE AND FEDERAL ADA STANDARDSNOPARKINGNOPARKING4" WIDE PAINTED STRIPING, 45°CROSS STRIPE PATTERN AT 2'O.C. AT ACCESS AISLEFACE OF CURBADJ. SIDEWALKACCESSIBLE CURB RAMP.SEE GRADING & DETAILSHANDICAP SIGN, CENTERED AT HEADOF PARKING SPACE AND ACCESSAISLE 2' MIN,. AND 8' MAX. FROM FACEOF CURBHANDICAP PARKING ACCESSAISLE WITH PAINTED 12" HIGHLETTERING OF "NO PARKING"CENTERED TOWARD DRIVEAISLENO PARKING SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING SPACEWITH PAINTEDINTERNATIONAL SYMBOL OFACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTEREDTOWARD DRIVE AISLENOTE: FOR REFERENCE ONLY, USESTANDARD ADA PVMT. PAINTTEMPLATE6" RADIUS12" DIAMETER6" LINE WIDTH FOR FIGURE6" LINE WIDTH OUTSIDE BORDER5'-6" SQUARE OVERALL18" RADIUS "WHEEL" SHAPEPAINTED SYMBOL DIAGRAM8'MIN.8'MIN.8'MIN.PER CITY CODE 76" 3'-6" 3'-6" 60"-66" FROM PAVEMENT TO BOTTOM OF SIGNACCESSIBLE SIGN & CHANNEL POST - LOT LOCATIONN T S1'-6"NOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POSTINSTALLATION DETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.14" METAL PLATE WELDED TO BOTTOM OF 6” PIPEGROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1"FROM TOPADJACENT PVMT. - MATERIALVARIES, SEE PLAN & DETAILSSLOPE TOPOF FOOTINGAWAY FROMBASE, TYP.1" SILICONE RUBBER ORASPHALTIC CAULKINGCOMPOUND6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1COAT ANTI-RUST PRIMER PRIMER3-3/16", 2 LBS./FT., COMMERCIAL GRADE,GALVANIZED STEEL "CHANNEL" STYLE SIGN POSTMETAL SIGN(S) ACCORDING TO MN STATECODE, PROVIDE SHOP DRAWING OF SIGNMODELGALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDEREINFORCING PLATE AT EACH BOLT LOCATION (3"X3")TRIM POST TOBELOW TOP OFSIGN6"14" THICK, COMMERCIAL GRADE THERMOPLASTICPOLYETHYLENE PROTECTIVE SLEEVE, PER IDEALSHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED.PROVIDE COLOR SELECTION OPTIONSCUT TOP OF POLYETHYLENE SLEEVE TOACCOMMODATE CHANNEL POST (ON-SITE)COMMERCIAL GRADE CONSPICUITY MARKINGS(TAPE), 3M DIAMOND GRADE SERIES 973, ORSIMILARCOMPACTED AGG., TYP.6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITHANTI-RUST PRIMERCONC. FOOTING, SONOTUBE® FORM RECOMMENDEDNO PARKING TO BEUSED IN FRONT OFSTRIPED ACCESSAISLE61. INSTALLATION AND REINFORCEMENT SHALL BE INACCORDANCE TO A CERTIFIED, ON-SITE A.C.I.TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR SOILSENGINEER'S PVMT. SECTION REQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALLCURBS.6. WIRE MESH AND CHAIRS REQUIRED FOR ALL WALKSOR IN LOCATIONS FOR VEHICULAR TRAFFIC.THICKENED EDGE CONC. WALKN T SVARIESSEE GRADING PLAN 6"NOTE:COMPACTED SUBGRADECLASS 5 AGGREGATE BASE MIN. 6" UNDERCONCRETE (VERIFY W/ SOILS ENGINEER)W1.6 X W1.6 WIRE MESH W/ SPACING CHAIRS.CENTER MESH IN CONC. POUR, ALL DIRECTIONS.(REGARDLESS OF WALK SECTION CONCRETE DETAIL, MESH ISREQ. THROUGHOUT ENTIRE WIDTH OF ALL "THICKENED EDGE"WALKS.)INSTALL ADJ. MULCH OR LAWN 1" FROM TOPOF WALK, WHERE APPLICABLECONC. PVMT. SECTION - TYP. 5", SEE DETAIL FORWALK SECTION, VERIFY W/ SOILS ENGINEERADJACENT PVMT., SEE SITE PLAN FOR LAYOUT,DETAIL FOR SECTION AND VERIFY W/ SOILSENGINEER. ENSURE WATER FLOWS AWAY FROMALL INSTANCES OF "THICKENED EDGE WALK".COORDINATE W/ GRADING PLANFINISH SURFACE, SEE DETAILS FOR SCORINGPATTERN AND TEXTURE, VERIFY WITH OWNERCONTROL JOINTSPER SITE PLAN6"1"5"2BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A) BASE (B) AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.4LIGHT DUTY X"X" X"FINISHED GRADENOTES:1. ALL CONCRETE PVMT. ON-SITE SHALL INCLUDE FIBERREINFORCING - 3 LBS./C.Y. CONC. MACRO-FIBERS PERASTM C11162. INSTALLATION SHALL BE CERTIFIED AND INACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN ASSPECIFIED.3. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSSWEIGHT REQUIREMENTS.4. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.5. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.6. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALLCURBS.7. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECHREPORT FOR FINAL PAVEMENT SECTION.8. IF DESIGN IS DEFINED IN CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFERTO GEOTECH FOR FINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PADN T S (PRIVATE PROPERTY)12" RADIUS, 34" DEPTH TOOLEDCONTROL JOINTLIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE AS SPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS OCCURS ONLY WHERE MULCH MEETSEDGE OF WALKLEAVE TOP OF MULCH DOWN 1" FROM TOP OFWALKPAVEMENT DESIGNTYPECONC. (A) AGG.(B)3 LBS. / C.Y. CONC. MACRO-FIBERREINFORCING1. CURING:1.1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHINGOF CONC. SURFACE.1.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDSALLIED PER ASTM C-309. AT 200 S.F. PER GAL.1.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) ANDCONTAIN ACRYLIC BASED CLASS B RESTRICTED RESINSOLIDS.3"2"3WALKS5"6"CONC. PVMT.7"6"EXPANSION JOINT SEALANT DETAILSN T SNOTES:1. SEPARATING TAPE OR BACKERMATERIAL REQUIRED TO PREVENT JOINTSEALANT FROM FLOWING INTO SAWCUT,TO SEPARATE NONCOMPATIBLEMATERIALS AND TO PREVENT SEALANTFROM BONDING TO BOTTOM OFRESERVOIR.2. TOP OF SEALANT WILL BE 1/8" TO 1/4"BELOW TOP OF PAVEMENT.W= WIDTH OF SEALANT RESERVOIR1/2" MINIMUN5/8" MAXIMUMEXCEPT FOR 3/4" EXPANSIONJOINTSD= DEPTH OF SEALANT1.0 TO 1.5 TIMES WT= DEPTH OF INTIAL SAWCUT, 1/4 OFTHE SLAB THINKNESS FORPAVEMENT LESS THAN 12"POURED JOINTSEALANTSEPARATING TAPE SEENOTE 1SEE NOTE 2POURED JOINTSEALANTSEE NOTE 2BACKER MATERIAL SEENOTE 1WD TTWD POURED JOINTSEALANTSEE NOTE 2BACKER MATERIALSEE NOTE 1T WDCOMPACTED CLASS 5AGGREGATE BASE. SEESOIL REPORT FORDEPTH, 6" MIN.EXTERIOR BUILDING WALLCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENTCONCRETEPAVEMENT5FINISHED GRADENOTE:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. SEE GRADING FOR HEIGHT DIFFERENCE BETW. TOP OF CURB AND GRADE AT BACK OF CURB.FINISHED GRADE8"6"10"316"8"MODIFIED MONOLITHIC CURBN T SCLASS V AGGREGATE SUBBASE-SEEBITUMINOUS PAVEMENT DETAIL (6" MIN.)NEW PAVEMENT - SEE DETAILSLOPE GUTTER PER GRADING PLANPROPOSED PAVEMENT SHALL ABUT FACE OF CURB1:3 BATTER SLOPE GUTTER 3/4"/1'1/2" RADIUS CORNERSVARIES, SEE GRADING16.2 C5.1CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONPIPE BEDDING - PVCN T S"BC" DENOTES OUTSIDEDIAMETER OF PIPECOARSE FILTERAGG. (MNDOTSPEC. 3149HMODIFIED)MINIMUM2D+BC+12"D VARIABLEPIPE FOUNDATION & BEDDING IN GOOD SOILSPIPE FOUNDATION & BEDDING IN GOOD SOILSMIN.=BC+12BCBC"BC" DENOTES OUTSIDEDIAMETER OF PIPECOMPACTED BACKFILLGRANULAR BORROW (MNDOT SPEC. 3149A MODIFIED) 6"12"COMPACTEDBACKFILLBEDDINGFOUNDATION 12"6"5BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESH16" O.C.VARIABLE27"112"VARIABLE 18"MIN.STORM MANHOLEN T SDIMENSIONS FROM BACK OFCURB (BOC) TO CENTER OFPIPE:4' DIA. MH - 9" IN FROM BOC5' DIA. MH - 3" IN FROM BOC6' DIA. MH - 3" BEHIND BOC7' DIA. MH - 9" BEHIND BOC8' DIA. MH - 15" BEHIND BOCCOVER SHALL BE STAMPED"STORM SEWER"METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEEN RINGS,CASTING, AND ALONG OUTSIDE.PRECAST CONCRETE CONE SECTIONSTEPS ON DOWNSTREAM SIDEGROUT SHELF AND CHANNELS112" NYLOPLAST DRAIN BASIN W/ PERF. BOTTOMN T STO TRUNK PIPEINTEGRATED DUCTILE IRON FRAME& GRATE - INSTALL PER MANUF.24"x24" CRUSHED & COMPACTED1" MIN. WASHED STONECOMPACTEDSUBGRADE.6" MIN.8" SCH40 PVC STORM12"NYLOPLAST 12" DRAIN BASINPERFORATED NYLOPLAST BOTTOM24"4DOWNSPOUT TO AREA DRAIN PIPE CONNECTIONN T SVARIES BUILDING DOWNSPOUTREFER TO ARCH'LCAP WITH HOLE CUT OUTFOR DOWNSPOUTCOMPACTED SOIL6" PVC SEWER RISER PIPE(LENGTH AS REQUIRED)6 PVC LONG RADIUS 14BEND SEWER ELBOW6" PVC SEWER PIPECRUSHED ANDCOMPACTED STONE3BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6" x 6" 10/10 MESH16" O.C.VARIABLE27"11 2"VARIABLE 18"MIN.DIMENSIONS FROM BACK OFCURB (BOC) TO CENTER OFPIPE:4' DIA. MH - 9" IN FROM BOC5' DIA. MH - 3" IN FROM BOC6' DIA. MH - 3" BEHIND BOC7' DIA. MH - 9" BEHIND BOC8' DIA. MH - 15" BEHIND BOCCOVER SHALL BE STAMPED"STORM SEWER"METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEEN RINGS,CASTING, AND ALONG OUTSIDE.PRECAST CONCRETE CONE SECTIONSTEPS ON DOWNSTREAM SIDE48" SUMP 6.2 Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447C5.2CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION6.2 8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420056Address: 5717 West BroadwayOwner: Amerco Real Estate CompanyPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotBituminous Parking LotAccess AccessOverhang11135553211023Concrete SidewalkConcrete SidewalkConcrete Sidewalk Concrete WalkwayConcrete Walkway129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignLandscapingLandscapingBituminous Parking LotBituminous DriveLandscaping S89°40'55"E 261.50S00°17'05"W 101.00 S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80 [15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764 [14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W) JERSEY AVENUE NORTH CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONENTRANCEINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447SW1.0SWPPP - EXISTINGCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSILT FENCE / BIOROLL - GRADING LIMIT1125ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.REVISION SUMMARYDATEDESCRIPTION1. ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS LESS THAN ONE ACRE DISTURBED AND WILLNOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N6.2 8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)8" CIP (Per Rec.)Water ServiceSanitary Service8" VCP8" VCP (Per Rec.)8" VCP 8" VCP18" RCP21" RCP21" RCP21" RCP21" RCP (Per Rec)12" RCP12" RCP(A Public R/W)57TH AVENUE NORTH(A Public R/W)KENTUCKY AVENUE NORTH Existing Building1 Story Concrete Block BuildingFoundation Area = 15,948 +/- Sq. Ft.PID: 0511821420063Adress: 7000 57th Avenue NorthPID: 0511821420056Address: 5717 West BroadwayOwner: Amerco Real Estate CompanyPID: 0511821420057Address: 5707 West BroadwayOwner: Plymouth Ldg #160 A F & A MPID: 0511821420035Address: 5701 West BroadwayOwner: Stephen S HendricksonBituminous Parking LotAccess AccessOverhangConcrete SidewalkConcrete SidewalkConcrete Sidewalk129.6 81.632.66.634.78.0 129.6112.9Chain Link FenceChain Link FenceMonument SignBituminous Parking LotBituminous DriveS89°40'55"E 261.50S00°17'05"W 101.00 S89°40'55"E 76.51S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80 [15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[15] Drainage & UtilityEasement Per Plat[13] Electric Transmission LineEasement Per Doc. No. 2802870[14] Slope EasementPer Doc. No. 4059764 [14] Slope EasementPer Doc. No. 4059764Concrete(A Public R/W) JERSEY AVENUE NORTH OverhSewer LiftStationLAUNDRY108 sfTODDLER TRANSITION638 sf14 Children @ 1:7= 2 Staff638COT16 sfTODDLER #1639 sf14 Children @ 1:7= 2 Staff639TODDLER #2663 sf14 Children @ 1:7= 2 Staff663TODDLER #3854 sf21 Children @ 1:7= 3 Staff854INFANT #3518 sf12 Children @ 1:4= 3 Staff518CRIB RM12 CribsCRIB RM12 CribsINFANT #2447 sf12 Children @ 1:4= 3 Staff447INFANT #1446 sf12 Children @ 1:4= 3 Staff446LARGE MOTOR ROOM117834 Children1178PRESCHOOL #1755 sf20 Children @ 1:10= 2 Staff755PRESCHOOL #2754 sf20 Children @ 1:10= 2 Staff752PRESCHOOL #3751 sf20 Children @ 1:10= 2 Staff753PRESCHOOL #41171 sf30 Children @ 1:10= 3 Staff1171SPECIALNEEDS OFFICE285 sf@ 1:150 = 2 StaffCOT21 sfCOT16 sfCOT16 sfCRIB RM12 CribsSIGN IN KITCHEN313 sf313SPRINKLER RM102 sfTOT 2 TLT47 sfTOT 3 TLT93 sfHC TOT TRANS TLT47 sfHC TOT 1 TLT47 sfSTORAGE94 sfHALL D173 sfLOBBY570 sfRECEPTION103 sfVESTIBULE50 sfOFFICE138 sfHALL A420 sfMECHANICAL RM264 sfADULTHC UNISEX51 sfADULTUNISEX44 sfHALL B450 sfHALL C373 sfPRE 4 TLT31 sfHC PRE 4 TLT31 sfCOTS21 sfCONF RM1171 sf241 sf net @ 1:15= 16 seatsSTAFF RM232 sfJANITOR35 sfHC PRE 3 TLT43 sfPRE 3 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sfHC PRE 2 TLT43 sfPRE 2 TLT31 sfCOTS16 sfREARVESTIBULE30 sfNO PARKING CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONENTRANCEINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447SW1.1SWPPP - PROPOSEDCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CRYSTAL EROSION CONTROL NOTES:LEGEND:INLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMIT1137REVISION SUMMARYDATEDESCRIPTION1. ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2. THIS PROJECT IS LESS THAN ONE ACRE DISTURBED AND WILLNOT REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.3 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.EX. 1' CONTOUR ELEVATION INTERVAL1125Know what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N6.2 Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447SW1.2SWPPP - DETAILSREVISION SUMMARYDATEDESCRIPTIONTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"NOTE:1. PLACE STAPLES 2 FEETAPART TO KEEP MATTINGFIRMLY PRESSED TOSOIL.EROSION BLANKETN T SPLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D' EROSION STOP: FOLD OFMATTING BURIED IN SILTTRENCH AND TAMPED. DOUBLEROW OF STAPLES'C' OVERLAP: BURYUPPER END OF LOWERSTRIP AS IN 'A' AND 'B'.OVERLAP END OF TOPSTRIP 4" AND STAPLE'B' TAMP THE TRENCH FULL OFSOIL. SECURE WITH ROW OFSTAPLES, 10" SPACING, 4" DOWNFROM TRENCH'A' BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTH'E' OVERFALL3DIRECTION OF FLOWSEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX ORAPPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890)AND 60%-70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR ASDEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.8" MIN.EXISTING GROUND SURFACEWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHENINSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDESANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C.FILTER FABRIC AS SPECIFIEDFILLER AS SPECIFIEDFILL UPSTREAM BASE EDGEWITH 2" OF DIRT OR COMPOSTTO EMBED ROLL.5DIRECTION OF FLOW24"24"24"MIN.6"6"SEDIMENT FENCEN T SFILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED.METAL POST AS SPECIFIED.SUPPORT NET: 12 GAUGE 4"X4"WIRE HOOKED ONTOPERFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACEMETAL POSTS 8'-0" O.C. MAX.CARRY WIRESUPPORT NET DOWNINTO TRENCHANCHOR FABRIC WITH SOIL, TAMP BACKFILLFILTER FABRIC AS SPECIFIED SECURE TO WIRESUPPORT NET WITH METAL CLIPS 12" O.C.2PROFILEPLANTO CONSTRUCTION AREAN T SSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE ANDUNDISTURBED ROADWAY.2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING ORFLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE.3. REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALLBE REMOVED AS DIRECTED BY THE ENGINEER.5. FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.6. CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION2118.EXISTING UNDISTURBED ROADWAYGEOTEXTILE FILTER FABRIC6" MIN. CRUSHED STONE75' MINIMUMEXISTINGUNDISTURBEDROADWAYTO CONSTRUCTION AREA 30' FROM EDGE OF ROADTO FRONT OF SPEED BUMP35' R .35' R.4" HIGH, 18"WIDE SPEEDBUMPFINISHEDGRADE4NOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACHSTORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. CONTRACTOR SHALL USE DANDY SACK OR APPROVED EQUIVALENT FOR STRUCTURES WITHOUT CURBING.CURB INLET SACKN T SOVERFLOW IS 12 OF THE CURB BOX HEIGHTOVERFLOW AT TOP OF FILTER ASSEMBLYEXISTING CURB, PLATE, BOX,AND GRATEDANDY CURB SACK ORAPPROVED EQUIVALENTHIGH-FLOW FABRIC16.2 SW1.3SWPPP - NARRATIVEOWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OFPERMANENT STORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMITREQUIREMENTS.CATCH BASIN CBMH1 NEEDS TO HAVE REGULAR CLEANING. NEEDS TO BE CLEANED NO LATER THAN WHEN THERE IS 3FT OF ACCUMULATED DEBRIS.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTSOF THE NPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FORTHEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS LESS THAN 1.0 ACRE DISTURBED SO AN NPDES PERMIT IS NOT REQUIRED AND DOES NOT NEED TO BESUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMITTHROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALLSWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBSSITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATERPOLLUTION PREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONALPOLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 #MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION ANDSEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OFCONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE(ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION.THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION ANDSEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED ORSOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCERECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ONSITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FORTHREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANYRECORDS AFTER SUBMITTAL OF THE NOT.1. THE FINAL SWPPP;2. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11,INSPECTIONS AND MAINTENANCE);4. ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED,INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTSREGARDING PERPETUAL MAINTENANCE; AND5. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1. THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDINGTHE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3. CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATIONOF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION ANDMAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP.4. CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDESPERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENTCONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESEINDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BYMPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) ASREQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITHTHE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECTHAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1. NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINEDPER SECTION 21 OF THE PERMIT.4.2. DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THEOWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THEPERMANENT STORM WATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1. ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUALMUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUSTINCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITECHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING ASIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS ORINVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP ISNOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TOSURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP ISNOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1. PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THISPERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANTMANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1. BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEPSLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH ASPHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING ANDTERRACING).3. PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUSTBE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLYOR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIODEXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDARDAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ONCONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION ISNOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SANDSTOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS"DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALLEXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS,WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5. PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OFTEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUSTCOMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES ORSWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGEAND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6. TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEMDURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.)DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTERTHEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7. PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARYOR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2PERCENT.8. PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETSWITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENTSYSTEM.9. PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED ANDMAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1. PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THESITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURBAND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OFANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANYUPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICESIN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OREXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENTSEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMENDTHE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3. TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF ASEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENTCONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS.4. A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORTTERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA ISCOMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILSSTILL DRAIN TO A SURFACE WATER.5. PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TOACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES,IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALLSEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERMACTIVITY IS NOT COMPLETE.6. PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURINGCONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FORDISCHARGING TO THE INLET.7. PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN(E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONALAUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER).PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8. PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OFSTOCKPILES ON THE DOWNGRADIENT PERIMETER.9. PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS,INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS ABYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROMTHE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TOPREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUSTRESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE,PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACEWATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESSLIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROADDITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAININLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUSTDOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IFINSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALSIN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENTREMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEESMUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUSTDIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OFTHE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1. PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING ORBASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TOSURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINEDAND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IFPERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING ASURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGEDOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATERSEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3. PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN AMANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTSOR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSESSIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAYFOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1. PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRECONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3. PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTIONPREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUSTREPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OFTHE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGEDITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OFEROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENTDEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGESYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL.PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OFDISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS.PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL ANDSTABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARERESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES ANDRECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.5. PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB ANDGUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION ORTRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVEDSURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIMETO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7. PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THESEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGEVOLUME.8. PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TOTHE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM21.2.B.9. PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IFCONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY ISOCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND,AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THEMPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS,INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFFOCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OFBEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUSTINCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb. NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVEACTIONS ARE NEEDED; ANDd. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCEACTIVITIES); ANDe. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OFRAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLYMAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OFYOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATAFROM RADAR SUMMARIES; ANDf. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULDPHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED ORSUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BEDOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1. PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANSDESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER ORPROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR AREDESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANSDESIGNED TO MINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL,GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOODPRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENTSPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUSTBE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN.R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BEKNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN.R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKEDCHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED ORUNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUSTENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS ANDTHAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS.PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061,USING DRY CLEAN UP MEASURES WHERE POSSIBLE.7. PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE.PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHERSIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY.PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATEDBY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDSAND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUSTPREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THECONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS.PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES.PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1. PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED INSECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLYTRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREETSWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF ASITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHTON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVEROVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORMPERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATIONIS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH ASIMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATEDSEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15THROUGH 19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THENOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENTCONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TODECOMPOSE ON-SITE IN PLACE.7. FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THESTRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETERCONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTESTHE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND),PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIORTO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINALSTABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORESEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIEDAT A SEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TOPROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PERACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/22/22EXPIRATION: 5/31/2025REVISION SUMMARYDATEDESCRIPTIONNEW HORIZON ACADEMY3405 ANNAPOLIS LANE N, SUITE 100PLYMOUTH, MN 55447HEIDI PROSS763-383-6216HPROSS@NHACADEMY.NETPROJECT NARRATIVE:PROJECT IS A SITE REDEVELOPMENT OF AN EXISTING BUILDING INTO A DAYCARE. SITE, GRADING, UTILITY ANDLANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT PROVIDED IN THESEPLANS.INFILTRATION NARRATIVE:INFILTRATION IS NOT PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO MEADOW LAKE - MEADOW LAKE IS IDENTIFIED AS ANIMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. MEADOW LAKE IS IMPAIRED FORNUTRIENTS. BECAUSE THIS WATER BODY IS LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THENPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1. DURING CONSTRUCTION:A. STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSIONBUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FORCOMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONETIME.Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT PRELIM INARY :NOT FORCONSTRUCTION2023ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION9/12/2023CITY SUBMITTAL9/26/2023CITY REVIEW COMMENTSDRAWN BYBNREVIEWED BY DKPROJECT MANAGER DKPROJECT NUMBER2312848776David J. KnaebleLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/26/2023NEW HORIZON ACADEMY 7000 57TH AVENUE N, CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N, PLYMOUTH, MN 55447 6.2 0.50.91.52.43.55.26.35.73.72.62.32.32.42.52.20.91.72.63.54.35.45.55.64.43.53.02.93.03.02.61.91.52.84.05.16.06.15.95.95.54.53.83.43.43.73.42.42.34.15.56.16.05.85.75.55.04.44.03.63.84.64.83.42.95.26.76.35.04.03.63.43.33.33.53.44.15.55.64.83.76.16.14.22.82.32.12.22.42.83.14.15.95.85.44.06.27.05.73.72.31.81.61.62.02.52.94.05.95.85.63.96.06.85.53.42.11.61.41.51.92.42.94.05.45.64.43.55.76.65.43.62.21.81.71.82.12.53.13.94.74.63.22.54.65.75.13.82.72.32.12.22.52.93.43.94.13.62.41.93.44.34.54.13.53.23.23.33.53.73.83.93.42.61.81.22.33.13.84.34.34.65.15.45.34.94.33.72.81.91.11.01.92.73.54.04.55.35.85.96.05.44.33.22.11.30.71.22.23.03.53.73.64.35.35.41.50.81.83.34.04.03.22.73.25.26.22.44.45.34.43.02.12.64.11.84.32.51.33.25.45.94.52.71.71.83.03.45.25.94.52.51.31.21.53.45.45.94.52.41.20.90.72.94.95.64.22.41.10.60.52.03.74.43.72.21.00.51.32.42.82.61.70.80.71.31.51.61.20.70.20.40.30.40.30.30.27.20.1 0.1 0.10.1 0.1 0.1 0.10.1 0.1 0.10.1 0.1 0.10.1 0.1 0.1 0.10.1 0.1 0.10.1 0.1 0.1 0.10.1 0.1 0.10.1 0.1 0.10.1 0.1 0.10.1 0.1 0.1 0.10.10.10.10.10.10.20.30.61.00.30.30.2 0.1 0.10.8 0.6 0.50.4 0.3 0.20.1 0.1 0.10.10.10.10.10.10.10.20.30.40.71.01.31.31.21.00.70.30.10.10.20.10.20.30.40.40.30.20.20.30.20.10.20.20.30.30.40.50.50.70.70.60.50.60.50.40.30.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.0 0.00.0 0.0 0.00.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.40.60.70.70.70.70.70.70.50.50.50.70.91.11.00.80.60.50.71.01.31.31.31.31.31.11.01.01.11.41.61.91.81.51.20.91.00.90.60.50.91.21.21.51.81.51.21.31.11.01.11.62.02.02.01.91.61.11.81.80.50.80.62.33.10.81.01.03.74.90.91.31.04.35.80.91.41.13.74.80.91.51.12.73.21.01.51.32.12.11.11.61.21.51.51.01.51.21.41.40.91.41.11.81.91.01.41.22.62.80.91.31.03.54.20.81.00.94.76.20.50.80.65.40.64.46.03.24.42.73.35.05.32.73.04.46.05.93.43.73.74.44.64.23.94.93.44.34.54.33.64.76.30.71.12.53.75.45.54.83.45.16.80.50.71.01.83.14.35.64.15.13.84.05.50.50.81.11.72.43.24.55.73.15.74.33.02.42.22.22.22.32.32.11.91.41.21.31.62.63.50.10.20.10.10.10.20.40.40.40.30.20.40.30.20.30.30.40.10.30.40.40.30.40.30.20.20.20.10.20.20.10.20.20.10.20.30.10.20.20.30.10.20.30.40.20.30.27.0BB1DDDDDDDDDDDDDDDDDDDDEEEEEEEEBB1BB1BB2BB2DDDDDDStatisticsDescriptionSymbol Avg Max Min Max/Min Avg/MinBUILDING PERIMETER1.9 fc 7.0 fc 0.1 fc 70.0:1 19.0:1PARKING LOT3.4 fc 7.2 fc 0.0 fc N/A N/APROPERTY LINE0.2 fc 1.4 fc 0.0 fc N/A N/AScheduleSymbol LabelMounting Height(FT)Quantity ManufacturerCatalog NumberDescriptionNumber LampsLumens Per LampLight Loss FactorWattageBB1203 LSI INDUSTRIES, INC. SLM-LED-18L-SIL-FT-40-70CRI1 18909 1 135BB2202 LSI INDUSTRIES, INC. SLM-LED-18L-SIL-FT-40-70CRI-IL1 12045 1 135DD1013 COOPER LIGHTING SOLUTIONS - INVUE (FORMERLY EATON)ENC-SA1-740-U-T2-HSS--XXBENTRI LED LUMINAIRE (1) 70 CRI, 4000K LIGHTSQUARE IN BATTERY OPERATION WITH 16 LEDS AND TYPE II OPTICS WITH HOUSE SIDE SHIELD1636113EE104 Lithonia LightingDSXW2 LED 20C 530 40K TFTM MVOLTDSXW2 LED WITH 2 LIGHT ENGINES, 20 LED's, 530mA DRIVER, 4000K LED, TYPE FORWARD THROW MEDIUM OPTIC1 4281 136CITY REVIEW COMMENTS 9.26.23NEW HORIZON ACADEMY7000 57th AVENUE NORTHCRYSTAL, MN 55428NEW HORIZON ACADEMY3405 ANNAPOLIS LANE N.PLYMOUTH, MN 55447I hereby certify that this documentwas prepared by me or under mydirect supervision and that I am aduly licensed engineer under thelaws of the State of MinnesotaSignatureTyped or Printed NameLicense # Date09/11/2023DisciplineElectricalJob NumberRYL202304Richard D. Becker53700RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet NoSHEET TITLE:Drawn By:Project Architect:Project No.:Drawing History/Revisions:Drawing Date:Checked By:09.11.2023A. PETER HILGER, AIARYL2023042023 RYLAUR, LLCCMinneapolis, MN 554295430 Douglas Drive North763-585-6757 faxEmail: steen@steeneng.com763-585-6742CSJAE0.1SITE PHOTOMETRICCALCULATIONS6.2 CITY REVIEW COMMENTS 9.26.23NEW HORIZON ACADEMY7000 57th AVENUE NORTHCRYSTAL, MN 55428NEW HORIZON ACADEMY3405 ANNAPOLIS LANE N.PLYMOUTH, MN 55447I hereby certify that this documentwas prepared by me or under mydirect supervision and that I am aduly licensed engineer under thelaws of the State of MinnesotaSignatureTyped or Printed NameLicense # Date09/11/2023DisciplineElectricalJob NumberRYL202304Richard D. Becker53700RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.comPROJECT INFORMATION:CLIENT INFORMATION:Sheet NoSHEET TITLE:Drawn By:Project Architect:Project No.:Drawing History/Revisions:Drawing Date:Checked By:09.11.2023A. PETER HILGER, AIARYL2023042023 RYLAUR, LLCCMinneapolis, MN 554295430 Douglas Drive North763-585-6757 faxEmail: steen@steeneng.com763-585-6742CSJAE0.2SITE PHOTOMETRICLIGHTING CUT SHEETS6.2 Sewer Lift Station LAUNDRY 108 sf TODDLER TRANSITION 638 sf 14 Children @ 1:7 = 2 Staff COT 16 sf TODDLER #1 639 sf 14 Children @ 1:7 = 2 Staff TODDLER #2 663 sf 14 Children @ 1:7 = 2 Staff TODDLER #3 854 sf 21 Children @ 1:7 = 3 Staff INFANT #3 518 sf 12 Children @ 1:4 = 3 Staff CRIB RM 12 Cribs CRIB RM 12 Cribs INFANT #2 447 sf 12 Children @ 1:4 = 3 Staff INFANT #1 446 sf 12 Children @ 1:4 = 3 Staff LARGE MOTOR ROOM 1178 34 Children PRESCHOOL #1 755 sf 20 Children @ 1:10 = 2 Staff PRESCHOOL #2 754 sf 20 Children @ 1:10 = 2 Staff PRESCHOOL #3 751 sf 20 Children @ 1:10 = 2 Staff PRESCHOOL #4 1171 sf 30 Children @ 1:10 = 3 Staff SPECIALNEEDS OFFICE 285 sf @ 1:150 = 2 Staff COT 21 sf COT 16 sf COT 16 sf CRIB RM 12 Cribs KITCHEN 313 sf SPRINKLER RM 102 sf TOT 2 TLT 47 sf TOT 3 TLT 93 sf HC TOT TRANS TLT 47 sf HC TOT 1 TLT 47 sf STORAGE 94 sf HALL D 173 sf LOBBY 570 sf RECEPTION 103 sf VESTIBULE 50 sf OFFICE 138 sf HALL A 420 sf MECHANICAL RM 264 sf ADULT HC UNISEX 51 sf ADULT UNISEX 44 sf HALL B 450 sf HALL C 373 sf PRE 4 TLT 31 sf HC PRE 4 TLT 31 sf COTS 21 sf CONF RM 1171 sf 241 sf net @ 1:15 = 16 seats STAFF RM 232 sf JANITOR 35 sf HC PRE 3 TLT 43 sf PRE 3 TLT 31 sf COTS 16 sf HC PRE 2 TLT 43 sf PRE 2 TLT 31 sf COTS 16 sf HC PRE 2 TLT 43 sf PRE 2 TLT 31 sf COTS 16 sf REAR VESTIBULE 30 sf INFANT PLAY YARD PROPERTY LINEPROJECT INFORMATION: CLIENT INFORMATION: Sheet No.: SHEET TITLE: LANDSCAPE PLAN Project Architect: Drawing History/Revisions: Drawing Date: 09.12.2023 A. PETER HILGER, AIA L1 Carmen Simonet Design LLC 354 Stonebridge Blvd. St. Paul, MN 55105 (651) 695-0273 carmen@simonetdesign.com LANDSCAPE ARCHITECT: September 12, 2023KENTUCKY AVENUE NORTHPROPERTY LINE NOTES: 1. SEE SHEET L2 FOR PLANTING DETAILS & LANDSCAPE SPECIFICATIONS. 2. ALL LANDSCAPING TO BE IRRIGATED. SEE SHEET L2 FOR IRRIGATION SPECS. 3. CERTIFIED ARBORIST TO REVIEW AND REPORT ON HEALTH OF EX. TREES, AND PRUNE AS NEEDED TO MAINTAIN SITE SAFETY. 4. PLANTING BEDS TO HAVE GOOD QUALITY LOOSE SOIL, SEE SHEET L2 FOR TREES, SHRUBS, & PERENNIALS SPECS. 1 LANDSCAPE PLAN SCALE: 1" = 20'-0" NEW HORIZON ACADEMY 7000 57th AVENUE NORTH CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com 2023 RYLAUR, LLCC BUILDING TRASH ENCLOSUREPROPERTY LINEEX. TREE (TYP.) PROPERTY LINE 57TH AVENUE NORTH TODDLER PLAY YARD PRESCHOOL PLAY YARD ELECTRIC TRANSMISSION LINE EASEMENT PROPERTY LINEMONUMENT SIGN EX. TREE (TYP.) OVERHEAD POWERLINE PLAY YARD FENCE (TYP.) 3 TA 10 NF 2 CF 7 NF 4 CF 11 JB 16 HH 5 SV 8 CS 3 MA 9 JS 3 CF 31 SS 4 QM 3 CC 1 CO 5 SV EX. TRANSFORMER SIDEWALKSIDEWALK1 TA 8 PF 28 HH SOD KEY 7 JB PLANTING BEDS - SHREDDED HARDWOOD MULCH DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT 7 JB 10 PF 8 CF 6 AB 5 SS 18 AB 5 AB 8 AB 1 CO 10 CS 8 NF 1 TA 28 SB 6 GT EDGER (TYP.) 1 CO NOTE: 1. VERIFY THAT TREES AND SHRUBS CAN BE PLANTED IN THE DRAINAGE AND UTILITY EASEMENT, AND IN THE ELECTRIC TRANSMISSION LINE EASEMENT, NOTED ON SURVEY. 09.26.2023 - CITY REVIEW COMMENTS 1 TA 1 MA 6.2 Sheet No.:SHEET TITLE:LANDSCAPEDETAILS & NOTESProject Architect:Drawing History/Revisions:Drawing Date:A. PETER HILGER, AIAL2PLANTING DETAILSLANDSCAPE SPECIFICATIONSPROJECT INFORMATION:CLIENT INFORMATION:09.12.2023Carmen Simonet Design LLC354 Stonebridge Blvd.St. Paul, MN 55105(651) 695-0273carmen@simonetdesign.comLANDSCAPE ARCHITECT:September 12, 2023NEW HORIZON ACADEMY7000 57th AVENUE NORTHCRYSTAL, MN 55428NEW HORIZON ACADEMY3405 ANNAPOLIS LANE N.PLYMOUTH, MN 55447RYLAUR, LLC14 PHEASANT LANENORTH OAKS, MN 55127P: 612.868.3636philger@rylaur.com2023 RYLAUR, LLCCPLANTING ON A SLOPE DETAILNOT TO SCALE5L21L2TREE PLANTING DETAILNOT TO SCALEPLANTING SOILSUBGRADE4" DEPTH MULCHROOT FLARETREE WRAPTREE PERSCHEDULEGUYING7'0"STEELPOSTROOT BALLADJACENT CONDITIONVARIES SEELANDSCAPE PLANSLIGHTLY CROWNBOTTOM OF HOLE2L2EVERGREEN TREE PLANTING DETAILNOT TO SCALENOTES:1. WIDTH OF PLANTING HOLE: 18" MIN. LARGER THAN ROOT BALL,ON ALL SIDES.2. DEPTH OF HOLE: ROOT FLARE TO SIT AT OR UP TO 2" ABOVE THETOP OF THE FINISHED SOIL ELEVATION. LEAVE SOILUNDISTURBED BENEATH THE ROOT BALL.3. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.4. SET PLANT ON UNDISTURBED SOIL OR THOROUGHLYCOMPACTED PLANTING SOIL.6. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTALRINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP FROM TOP1/3 OF ROOT BALL. REMOVE ALL TWINE.7. REMOVE OR CORRECT STEM GIRDLING ROOTS OR REJECT PLANT.8. SLIT REMAINING BURLAP AT 6" INTERVALS.9. PLUMB & BACKFILL WITH PLANTING SOIL. THOROUGHLY WATERIN TREE WITHIN 2 HOURS TO SETTLE PLANT AND FILL VOIDS.10.BACKFILL VOIDS AND WATER A SECOND TIME.11.PLACE DOUBLE SHREDDED HARDWOOD MULCH WITHIN 48HOURS OF THE SECOND WATERING. NO MULCH TO BE INCONTACT W/ TRUNK OR BRANCHES.12.TWO ALTERNATE METHODS OF STAKING TREES AREILLUSTRATED IN DETAIL.13.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN APLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD.STAKE TREES IF SITE CONDITIONS, SUCH AS SOIL AND WIND,PREVENT THE TREES FROM STAYING PLUMB. USE 16" X 1.5"POLYPROPYLENE OR POLYETHYLENE STRAPS, ATTACH TO POSTOR STAKE WITH 10 GAUGE WIRE. REMOVE WITHIN ONE YEAR.14.REFER TO PLAN AND SPECS. FOR ADDITIONAL INFORMATION.TREE PERSCHEDULESUBGRADEPLANTINGSOIL2" X 2" X 24" WOODSTAKE SET AT ANGLESTEELPOSTGUYINGWIRE (TYP)STRAPFLAGGING ONEPER WIRE4" MULCHSLIGHTLY CROWN BOTTOMOF HOLEADJACENT CONDITIONVARIES SEE LANDSCAPEPLANROOT BALLROOT FLARENOTES:1. REMOVE DEAD OR DAMAGED BRANCHES. RETAIN THE NATURALFORM OF THE TREE. DO NOT CUT THE LEADER.2. WIDTH OF PLANTING HOLES: 18" MIN. LARGER THAN ROOT BALL,ON ALL SIDES.3. DEPTH OF HOLE: ROOT FLARE TO SIT AT, OR UP TO 2" ABOVE THETOP OF THE FINISHED SOIL ELEVATION. LEAVE SOILUNDISTURBED BENEATH THE ROOT BALL.4. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.5. SET PLANT ON UNDISTURBED SOIL OR THOROUGHLYCOMPACTED PLANTING SOIL.6. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTALRINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP FROM TOP1/3 OF ROOT BALL. REMOVE ALL TWINE.7. REMOVE OR CORRECT STEM GIRDLING ROOTS.8. SLIT REMAINING BURLAP AT 6" INTERVALS.9. PLUMB & BACKFILL WITH PLANTING SOIL AMENDED WITHCOMPOST. THOROUGHLY WATER IN TREE WITHIN 2 HOURS TOSETTLE PLANTS AND FILL VOIDS.10.BACKFILL VOIDS AND WATER A SECOND TIME.11.PLACE 4" MULCH WITHIN 48 HOURS OF THE SECOND WATERING.NO MULCH TO BE IN CONTACT W/ TRUNK.12.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN APLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. IFNEEDED, STAKE TREES USING 16" LONG, 1.5" WIDE STRAPS, ANDATTACH TO POST WITH WIRE. INSTALL POST 3' INTO GROUND.REMOVE WITHIN ONE YEAR.13.WRAP TRUNK IN FALL REMOVE IN SPRING.14.REFER TO SPECS. FOR ADDITIONAL INFORMATION.NOTES:1. DIG SHRUB HOLE 12" MIN. LARGER THANCONTAINER SIZE, ALL SIDES.2. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TOPLANTING.3. REMOVE DEAD OR DAMAGED BRANCHES. RETAINTHE NATURAL FORM OF THE SHRUB.4. HAND LOOSEN ROOTS OF CONTAINERIZEDMATERIAL. SCORE OUTSIDE OF SOIL MASS TOREDIRECT CIRCLING FIBROUS ROOTS.5. SET SHRUB ON UNDISTURBED SOIL OR ONTHOROUGHLY COMPACTED PLANTING SOIL.INSTALL PLANT SO THE TOP OF ROOT FLARE IS ATOR UP TO 2" ABOVE THE FINISHED GRADE.6. PLUMB AND BACKFILL WITH PLANTING SOILAMENDED WITH COMPOST. THOROUGHLY WATERIN SHRUB PRIOR TO PLACING MULCH.7. ALL SHRUB PLANTINGS RECEIVE 4" DEPTH MULCH.8. REFER TO SPECS. FOR ADDITIONAL INFORMATION.NOTES:1. PLANT INTO PREPARED PLANTING BED.REMOVE WEEDS, LOOSEN COMPACTEDSOILS TO A DEPTH OF 6", AND AMENDPLANTING SOIL WITH COMPOST.2. PLANT AT SAME DEPTH AS INCONTAINER.3. PLACE DOUBLE SHREDDEDHARDWOOD MULCH OVER PERENNIALBED. DO NOT PLACE ANY MULCH ONVEGETATION.4. THOROUGHLY WATER IN PLANTS.5. REFER TO PLAN AND SPECS. FORADDITIONAL INFORMATION.2-3" DEPTHMULCHPLANT PERSCHEDULE6" DEPTHPLANTING SOILSUBGRADE3L2SHRUB PLANTING DETAILNOT TO SCALE4L2PERENNIAL PLANTING DETAILNOT TO SCALE4" DEPTH MULCHSHRUB PERSCHEDULEPLANTINGSOILSUBGRADESLIGHTLY CROWNBOTTOM OF HOLEROOT BALLTREES, SHRUBS, AND PERENNIALS1. REFERENCESA. MnDOT - Minnesota Department of Transportation,Standard Specifications for Construction, 2020 Edition.B. American Standard for Nursery Stock, ANSI Z60.1-2014.C. ASTM, American Society for Testing and Materials.2. QUALITY ASSURANCEA. Work shall be performed by a landscape contractorwith extensive horticulture knowledge, and a min. of 3years of experience.B. Handle plants in such a way as to protect from damageeither physical or by exposure to sun and wind.Mishandled plants are subject to rejection byLandscape Architect.C. Plants used on this project shall meet the gradingstandards recommended by the ANSI Z60.1-2014.3. PRODUCTSA. Plants: Provide as specified on Plant Schedule.B. Edging: Heavy duty poly edger: 5" depth w/ v-lip toprevent frost heave, and steel stakes, black color,Sure-loc Elite-Edge or equal.C. Mulch: Double shredded hardwood mulch.D. Water: Contractor to provide.E. Planting Soil: rich friable, loam topsoil, free of debrisand seeds, conforming to MnDOT 3877.2, Loam TopsoilBorrow.F. Compost: Conforming to MnDOT 3890.2, Grade 2.G. Tree Wrap: Two-ply weather resistant paper product.4. PLANTING DATES: Spring Planting: Apr. 1 - June 15. Thesedates may be extended if daytime temps. remain below 80degrees. Fall: Sept. 30 - Oct. 30th. Daytime temps. need todrop below 80 degrees before planting begins, and maycontinue until freeze up. Coniferous trees Aug. 15 - Oct. 1st.Plant under favorable weather conditions, do not plantduring days of extreme heat.5. EXECUTIONA. Prior to digging, Contractor to have utilities located.B. Contractor to notify Owner and Landscape Architect 3days in advance of when planting work will occur.C. Plant into prepared planting beds.D. Install trees, shrubs, and perennials per planting details,adjust location if in conflict with utilities. Verify newlocation with Landscape Architect prior to planting.E. Separate all shrub and perennial beds from sod areaswith edger.F. Clean-up entire site following planting operations.6. ACCEPTANCE OF PLANTING WORKA. Contractor to notify Owner when planting work iscomplete for review and punch list.B. Contractor to water and maintain the trees, shrubs, andperennials until Owner Acceptance.C. Owner will give Acceptance of Work followingsatisfactory correction of punch list items.D. Watering and regular landscape maintenance of trees,shrubs, and perennials will be Owners responsibilityfollowing acceptance of work.7. GUARANTEE PERIODA. Contractor to warranty trees, shrubs and perennials forone year following acceptance of Work by Owner.B. Contractor to maintain the trees in a plumb positionthroughout the guarantee period.C. Contractor to remove all staking/wiring/ straps andplant tags from trees at the end of the guaranteeperiod.D. Replacements: At the end of the guarantee period, allplants which are unhealthy, dead, not having a normaldensity, size, shape or color shall be shall be replaced.Replacements shall match caliper and/or height of theother plants at time of replacement. Selection ofreplacement material and installation practices shallfollow the requirements of the Drawings andSpecifications.SODDING1. AREAS TO SODA. Sod areas as shown on plan2. REFERENCESA. MnDOT - Minnesota Department of Transportation,Standard Specifications for Construction, 2020 Edition.3. PRODUCTSA. Sod: Provide drought tolerant, strongly rooted sod,machine cut to pad thickness of 1", excluding top growth andthatch. Sod to be at least 2 years old, free of weeds, disease, orother material which might be detrimental to the developmentof the sod. Sod to be moist when cut and maintained in moistcondition during transportation and storage at the site. Do notuse sod that shows signs of visible heating on this project.B. Fertilizer: Slow release 5-10-5 starter fertilizer.C. Water: Contractor to provide.D. Topsoil: provide rich friable, sandy loam, free of debris andseeds, and conforming to MnDOT 3877.2 Common TopsoilBorrow.4. SOIL PREPARATIONA. Verify all sod areas have a minimum of 4" of topsoil.B. Immediately prior to sodding, loosen topsoil to minimumdepth of 3".C. On slopes operate cultivating equipment at right angles tothe direction of surface drainage.D. Contractor to work all areas to receive sod until the soil issmooth and an even grade is established. Fill all holes,depressions and rivulets to ensure an even grade and thatproper elevation is established. Fill material shall be compactedsufficiently to provide uniform density and to resist erosion.Remove all rubble, sticks, branches, stones and other extraneousmaterial over 1/2" in diameter on the surface prior to sodding.E. For all areas to be sodded work in dry, free flowing slowrelease starter fertilizer into the top 1 inch of soil.5. EXECUTIONA. Install sod during favorable weather, do not sod if groundis frozen or sod is dormant.B. Lay sod with tightly fitting joints, no overlapping joints,and stagger rows to offset joints. Anchor sod on slopes toprevent slippage.C. Thoroughly water sod immediately after installing.Continue watering at frequency necessary to initiate rooting, anduntil the work is accepted by Owner.D. Clean up and remove all debris resulting from soddingactivity and dispose of properly. Restore all areas disturbed bysodding operation to their original condition.6. ACCEPTANCE OF SOD WORKA. Contractor to notify Owner when sod work is complete forreview and punch list.B. Owner to accept work following satisfactory correction ofpunch list items.C. Contractor will maintain all turf areas in a healthy, growingcondition by watering, mowing, and any other maintenancenecessary to establish the lawn, for a minimum of 30 days fromtime of acceptance.D. Any sod that does not show definite growth andestablishment during the 30 days from time of acceptance, shallbe replaced and established at the proper season by theContractor at Contractor's expense.IRRIGATION 1. DESCRIPTIONA. Work includes: design, furnish, and install complete, fully automatic andprogrammable underground irrigation system, capable of alternate datewatering for all landscape areas. The system shall provide full coverage withuniform levels of total precipitation throughout all irrigated areas.B. The system is to include a master valve and water efficient technologiesincluding: a smart controller with a WaterSense label, a flow meter, soilmoisture and/or evapotranspiration (ET) sensors, a rain sensor, and becalibrated to meet all applicable City Codes.C. Dripline to be used in perennial and shrub beds not covered by lawnsprinklers.D. The system is to meet state department of health standards and have abackflow preventer.E. Materials, equipment, and methods of design and installation shall complywith, but not be limited to, the following codes and standards:·All local and state laws and ordinances, and with all the established codesapplicable thereto.·National Electrical Code.·American Society for Testing and Materials (ASTM).·National Sanitation Foundation (NSF).·The best management practices developed by the Irrigation Association.F. The designer shall provide balanced pressure and flow and optimum operatingefficiency.G. The contractor is responsible for obtaining all permits and licenses requiredfor installation of irrigation system.2. QUALITY ASSURANCEA. The irrigation system shall be designed and installed by a contractorspecializing in irrigation work, and will have a minimum of 5 years ofexperience designing and installing systems of similar scope and size.B. The contractor shall maintain a skilled foreman on site during the installationof all work and the foreman will have a Minnesota Power Limited TechnicianLicense.3. SUBMITTALSA. Shop Drawings: submit irrigation plan, product schedule, and specificationsfor review and acceptance.B. Operation and Maintenance Manual: following completion of work, providethe Owner with an operation and maintenance manual of the completesystem in a digital pdf file format and one hard copy.C. As-Built Plan: following completion of work, contractor to furnish Owner ascaled as-built irrigation map, with dimensions as needed, on durable paper orlaminated to be mounted on wall with the main control panel and a digital filein pdf format. The map shall indicate the zones, location of all controls, pipingand depths, heads (including type), drip-lines, valves, connection to waterservice, and other related components.4. PRODUCTSA. Select products suitable to the landscape areas.B. All products and materials used in the system shall be new and professionalgrade.C. Provide sprinkler heads, driplines, electric valves, and automatic controllerfrom one manufacturer: Toro, Rainbird, Hunter Industries, or equal.5. EXECUTIONA. Prior to digging, contractor to have utilities located.B. Water Coverage: Provide uniform water coverage over turf areas and plantingbeds.C. Turf: Turf areas to be irrigated with spray heads. Locate heads to avoidoverspray onto sidewalks, parking areas, signs and buildings.D. Planting Beds: All continuous shrubs, trees, perennial beds to be irrigated witha drip system and spray heads where drip lines are impractical.E. Winterization: System to accommodate winterization by blowing system drywith compressed air.F. Install the irrigation system per contractor's plan and specifications.G. Instructions: Contractor to instruct the Owner in proper operation andmaintenance of the system.H. Cleanup: Replace landscaping disturbed by operations. Cleanup all debris andrestore site to original condition.6. REVIEW AND ACCEPTANCEA. Contractor to test system to a hydrostatic pressure of not less than 100 psi.Remove and replace any components that do not pass test.B. Contractor to contact Owner and perform operational test after system is fullyin place and demonstrate to the Owner that the irrigation system meetscoverage requirements and that automatic controls function properly. Anycorrective work identified shall be completed within two weeks of receipt ofcomments.C. Owner to accept work following: satisfactory completion of any correctivework, receiving hands-on instructions for operation, and receiving as-built planand operation and maintenance manual submittals.7. MAINTENANCEA. Contractor to drain and winterize irrigation system in the fall, following firstyear of operation, and shall put the system back in service the following springas part of the work of this contract at no additional cost to the Owner.8. GUARANTEEA. Warranty irrigation system materials and labor for one year followingacceptance of work by Owner. Contractor to promptly furnish and install, atno cost to Owner, any parts that prove defective in material or workmanship.09.26.2023 - CITY REVIEW COMMENTS6.2 S89°40'55"E 261.50 S00°17'05"W 101.00S89°40'55"E 76.51 S00°19'05"W 98.80N89°40'55"W 337.95N00°17'05"E 199.80Sewer Lift Station LAUNDRY 108 sf TODDLER TRANSITION 638 sf 14 Children @ 1:7 = 2 Staff COT 16 sf TODDLER #1 639 sf 14 Children @ 1:7 = 2 Staff TODDLER #2 663 sf 14 Children @ 1:7 = 2 Staff TODDLER #3 854 sf 21 Children @ 1:7 = 3 Staff INFANT #3 518 sf 12 Children @ 1:4 = 3 Staff CRIB RM 12 Cribs CRIB RM 12 Cribs INFANT #2 447 sf 12 Children @ 1:4 = 3 Staff INFANT #1 446 sf 12 Children @ 1:4 = 3 Staff LARGE MOTOR ROOM 1178 34 Children PRESCHOOL #1 755 sf 20 Children @ 1:10 = 2 Staff PRESCHOOL #2 754 sf 20 Children @ 1:10 = 2 Staff PRESCHOOL #3 751 sf 20 Children @ 1:10 = 2 Staff PRESCHOOL #4 1171 sf 30 Children @ 1:10 = 3 Staff SPECIALNEEDS OFFICE 285 sf @ 1:150 = 2 Staff COT 21 sf COT 16 sf COT 16 sf CRIB RM 12 Cribs KITCHEN 313 sf SPRINKLER RM 102 sf TOT 2 TLT 47 sf TOT 3 TLT 93 sf HC TOT TRANS TLT 47 sf HC TOT 1 TLT 47 sf STORAGE 94 sf HALL D 173 sf LOBBY 570 sf RECEPTION 103 sf VESTIBULE 50 sf OFFICE 138 sf HALL A 420 sf MECHANICAL RM 264 sf ADULT HC UNISEX 51 sf ADULT UNISEX 44 sf HALL B 450 sf HALL C 373 sf PRE 4 TLT 31 sf HC PRE 4 TLT 31 sf COTS 21 sf CONF RM 1171 sf 241 sf net @ 1:15 = 16 seats STAFF RM 232 sf JANITOR 35 sf HC PRE 3 TLT 43 sf PRE 3 TLT 31 sf COTS 16 sf HC PRE 2 TLT 43 sf PRE 2 TLT 31 sf COTS 16 sf HC PRE 2 TLT 43 sf PRE 2 TLT 31 sf COTS 16 sf REAR VESTIBULE 30 sf RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 09.12.2023 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota A. PETER HILGER, AIA 2023 RYLAUR, LLCC A001 SITE PLAN 129'-4"129'-4"1 SITE PLAN SCALE: 1" = 20'-0" PRE PLAY 9440 SF 125 Children TOT PLAY 3640 SF 48 Children INFANT YARD 1020 SF = 13 8 3 3 6 TE 10 SITE PLAN KEYNOTES# INFANT PLAY YARD w/NATURAL GRASS Entire Yard = 1020 sf @ 75 per child = 13 kids1 5 Stalls @ 9'-0" = 47'-0"9'-0"4 Stalls @ 9'-0" = 36'-0"11'-9"1 Stall @7 Stalls @ 9'-0" = 63'-0"± 9'-11" 3 Stalls @ 9'= 27'-0"± 25'-4"26'-0"18'-0"8'-0" 7'-8"11'-4"16'-0"3 Stalls @ 9' = 27'-0"28'-0"6 Stalls @ 9'-0" = 54'-0"± 19'-7" 12 Stalls @ 9'-0" = 108'-0"± 9'-2" 13 TODDLER PLAY YARD w/FALLZONE MATERIAL Entire Yard = 3640 @ 75 sf per child = 48 kids2 PRESCHOOL PLAY YARD w/FALLZONE MATERIAL Entire Yard = 9440 sf @ 75 sf per child = 125 kids3 NEW FIRE DEPARTMENT CONNECTION - INSTALL NEW FIRE LINE INTO BUILDING FOR NEW FIRE SPRINKLER SYSTEM15 NEW EXIT DOOR & STOOP5 NEW CONC. SIDEWALK6 NEW CONC. PLAZA7 4 LANDSCAPE AREA 8 EXISTING MONUMENT SIGN TO BE REFURISHED REPLACE ILLUMINATE SIGN BOX 9 NEW OPEN AIR TRASH ENCLOSURE NEW YARD YARD FENCE11 NEW PLAY YARD GATE w/POOL ALARM12 SITE DEMO KEYNOTES DEMOLISH ALL EXISTING PERIMETER CONC. SIDEWALKS DEMOLISH EXISTING FRONT ENTRY CONC. REMOVE LANDSCAPING AS NEEDED 1 # 2 3 1 4 REMOVE EXISTING FENCE 4 EXISTING PARKING LOT AREA TO BE ABANDONED FOR THE INSTALLATION OF NEW PLAY YARDS6 6 6 PARKING LOT STALLS TO BE RE-STRIPED AS INDICATED FOR 43 NEW PARKING STALLS7 7 7 HANDICAP ACCESS ISLE13 STRIPE OFF PAVEMENT TO INDICATE NO PARKING ZONE14 10 CONCRETE APRON & ENCLOSURE PAVEMENT PAD 1 1 2 4 ABANDONED / CLOSE OFF EXISTING CURB CUT8 8 1 2 3 15 5 5 5 5 5 5 5 5 6 6 6 6 6 7 7 5 3 5 8 910 11 11 11 11 11 11 6 12 12 12 12 12 12 13 14 14 NEW HORIZON ACADEMY 7000 57th AVENUE NORTH CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 HANDICAP PARKING SIGN16 16 REMOVE DROP BOX & HC PARKING SIGNS 4 4 4 BICYCLE RACK17 17 4 11 11 11 FIRE DEPARTMENT LOCK BOX (at front entry door) CITY TO PROVIDED SPECIFIC LOCK BOX ORDER FORM18 18 AREA OF REFUGE WITHIN PLAY YARD CAN ACCOMODATE 675 OCCUPANTS. 3379 SF / 5 sf per Occ = 675 AREA OUTLINED IN PINK DASHED LINE 19 50'-0"Area of Refuge 19 Area of Refuge19 4 4 4 4 City Review Comments 09.26.23 5 5 5 5 19'-11 3/8" Hall 6.2 Sewer Lift Station RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY 7000 57th AVENUE NORTH CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 09.12.2023 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota A. PETER HILGER, AIA 2023 RYLAUR, LLCC D101 DEMO PLAN 129'-4"129'-4"1 DEMO PLAN SCALE: 1/8" = 1'-0" EXISTING SEWER LIFT STATION TO REMAIN AS IS DEMO PLAN KEYNOTES DEMOLISH ALL EXISTING PERIMETER CONC. SIDEWALKS DEMOLISH EXISTING FRONT ENTRY CONC. REMOVE LANDSCAPING AS NEEDED 1 # 2 3 REMOVE EXISTING FENCE 4 REMOVE WINDOW AND WALL BELOW SILL FOR THE INSTALLATION OF NEW EXIT DOOR6 5 REMOVE DROP BOX & HC PARKING SIGNS 1 1 1 1 1 2 2 3 4 4 4 5 6 6 6 6 6 6 6 6 REMOVE EXISTING MASONRY KNOCK OUT WALL FOR THE INSTALLATION OF NEW STOREFRONT7 7 6 REMOVE EXISTING ENTRY VESTIBULE DOORS FOR THE INSTALLATION OF NEW STOREFRONT8 8 6 6 66 City Review Comments 09.26.23 4 4 4 4 4 4 6.2 Sewer Lift Station LAUNDRY 108 sf TODDLER TRANSITION 638 sf 14 Children @ 1:7 = 2 Staff COT 16 sf TODDLER #1 639 sf 14 Children @ 1:7 = 2 Staff TODDLER #2 663 sf 14 Children @ 1:7 = 2 Staff TODDLER #3 854 sf 21 Children @ 1:7 = 3 Staff INFANT #3 518 sf 12 Children @ 1:4 = 3 Staff CRIB RM 12 Cribs CRIB RM 12 Cribs INFANT #2 447 sf 12 Children @ 1:4 = 3 Staff INFANT #1 446 sf 12 Children @ 1:4 = 3 Staff LARGE MOTOR ROOM 1178 34 Children PRESCHOOL #1 755 sf 20 Children @ 1:10 = 2 Staff PRESCHOOL #2 754 sf 20 Children @ 1:10 = 2 Staff PRESCHOOL #3 751 sf 20 Children @ 1:10 = 2 Staff PRESCHOOL #4 1171 sf 30 Children @ 1:10 = 3 Staff SPECIAL NEEDS OFFICE 285 sf @ 1:150 = 2 Staff COT 21 sf COT 16 sf COT 16 sf CRIB RM 12 Cribs KITCHEN 313 sf SPRINKLER RM 102 sf TOT 2 TLT 47 sf TOT 3 TLT 93 sf HC TOT TRANS TLT 47 sf HC TOT 1 TLT 47 sf STORAGE 94 sf HALL D 173 sf LOBBY 570 sf RECEPTION 103 sf VESTIBULE 50 sf OFFICE 138 sf HALL A 420 sf MECHANICAL RM 264 sf ADULT HC UNISEX 51 sf ADULT UNISEX 44 sf HALL B 450 sf HALL C 373 sf PRE 4 TLT 31 sf HC PRE 4 TLT 31 sf COTS 21 sf CONF RM 1171 sf 241 sf net @ 1:15 = 16 seats STAFF RM 232 sf JANITOR 35 sf HC PRE 3 TLT 43 sf PRE 3 TLT 31 sf COTS 16 sf HC PRE 2 TLT 43 sf PRE 2 TLT 31 sf COTS 16 sf HC PRE 2 TLT 43 sf PRE 2 TLT 31 sf COTS 16 sf REAR VESTIBULE 30 sf RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 09.12.2023 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota A. PETER HILGER, AIA 2023 RYLAUR, LLCC A101 FLOOR PLAN 129'-4"129'-4"1 FLOOR PLAN SCALE: 1/8" = 1'-0" NEW HORIZON ACADEMY 7000 57th AVENUE NORTH CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 FLOOR PLAN KEYNOTES MODIFY EXISTING OPENING FOR THE INSTALLATION OF NEW EXIT DOOR & INSTALL CONC. STOOP # 1 GENERAL NOTES A.NEW FIRE LINE SERVICE TO BE BROUGHT INTO BUILDING FOR THE INSTALLATION OF FIRE SPRINKLER SYSTEM 1 1 1 1 1 1 1 1 NEW FIRE DEPARTMENT CONNECTION. INSTALL NEW FIRE LINE INTO BUILDING FOR NEW FIRE SPRINKLER SYSTEM 2 2 1 A120 BIKE RACK3 3 NEW CANOPY FACADE ABOVE4 NEW CANOPY COLUMN5 4 5 NEW HANDICAP PARKING SIGN Btm/Sign between 60" to 66" Above Pavement6 NEW HANDICAP ACCESS AISLE7 NEW HANDICAP ACCESS AISLE8 6 6 7 1 1 1 1 City Review Comments 09.26.23 1 FIRE DEPARTMENT LOCK BOX - CITY TO PROVIDE SPECIFIC LOCK BOX ORDER FORM. PROVIDE KEYS FOR THE LOCK BOX 9 9 19'-11 3/8" Hall (20'-0" Maximum) 6.2 A A201 B A120 T/Parapet 6'-11" Trash Encl Conc. Slab T/Footing See Struct (Above Slab) 9 COURSES 8" high x 8" thick RIBBED ROCKFACE BLOCK, STAINED TO MATCH COLOR #4 8" high x 8" thick CONC. BLOCK FOUNDATION WALL PER STRUCTURAL TOP COURSE TO BE 8" high x 8" thick SMOOTH BURNISHED CONC. BLOCK MATCH COLOR #4 METAL CAP FLASHING COLOR #1 (2) 2x TREATED WALL CAP PITCH TOP PLATE TO DRAIN INTO ENCLOSURE CONC. APRON ON COMPACTED BASE PAVEMENT CONC. TRASH ENCLOSURE SLAB - SEE STRUCTURAL A A201 SEE A/A120 FOR TRASH ENCLOSURE PLAN SEE A/A201 FOR TRASH ENCLOSURE ELEVATION RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 09.12.2023 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota A. PETER HILGER, AIA 2023 RYLAUR, LLCC A120 ROOF PLAN 1 ROOF PLAN SCALE: 1/8" = 1'-0" NEW HORIZON ACADEMY 7000 57th AVENUE NORTH CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 FLOOR PLAN KEYNOTES EXISTING RTU TO BE REPLACED # 1 GENERAL NOTES A.PARAPET SCREEN WING WALL LENGTH TO BE COORDINATED w/ACTUAL RTU SIZE 1 NEW RTU LOCATION SEE GENERAL NOTE A2 T/Screening Parapet = 16'-0" T/Raised Parapet = 14'-0" T/Raised Parapet = 14'-0" T/Raised Parapet = 14'-0" T/Raised Parapet = 14'-0" T/Raised Parapet = 14'-0" T/Raised Parapet = 14'-0" T/Raised Parapet = 14'-0" T/Raised Parapet = 14'-0" T/Raised Parapet = 14'-0" T/Raised Parapet = 14'-0" Sloped Parapet from 18' to 14' Sloped Parapet from 18' to 14' 2 2 1 1 1 1 1 4 NEW MAKE UP AIR UNIT3 PARAPET SCREEN WING WALL - SEE GENERAL NOTE A - TYP. PARAPET SCREEN WING WALL - SEE GENERAL NOTE A - TYP. T/Existing Parapet = 12'-0" T/Existing Parapet = 12'-0" T/Existing Parapet = 12'-0" T/Existing Parapet = 12'-0" Refer to Exterior Elevations on Sht A201 ALUMINUM & METAL FINISH Mnfgr: Rollex or Equal Color: DARK BRONZE 1 EXTERIOR INSULATION FINISH SYSTEM (EIFS) Mnfgr: Sto or Equal Manufacturer Color: WINTER WALK By Sherwin Williams SW 2 ACCENT BAND & ACCENT SQUARES Type: Metal Accent Band & Glazed Conc. Block Color:Pantone 301 3 STAINED RIBBED WALL PANEL Mnfgr:T.B.D. Color:OAK LEAF BROWN By Sherwin Williams SW 7084 Or Similar. Color to be shade darker than Adaptive Shade by Sherwin Williams due to fade 4 STONE VENEER Mnfgr:Cultured Stone Color:CHARDONNAY Type: Southern Ledgestone 5 TRASH ENCLOSURE GATE Mnfgr:Trex Fencing Color: WOODLAND BROWN 6 EXTERIOR MATERIAL LEGEND EXISTING ROOF HATCH4 3 A ENCLOSURE PLAN SCALE: 1/4" = 1'-0" TRASH B ENCLOSURE SECTION SCALE: 1/4" = 1'-0" TRASH 11'-4"16'-0" 3'-0"10'-0"3'-0" BOLLARD PAINT COLOR #1 City Review Comments 09.26.23 6.2 7000 Window Sill 1'-4" nominal aff Floor Slab 0'-0" Window Head 8'-0" nominal aff T/Parapet +/- 12'-0" aff N E W H O R I Z O N A C A D E M Y T/Raised Parapet 14'-0" aff T/Canopy Facade +/- 18'-0" aff N E W H O R I Z O N A C A D E M Y Window Sill 1'-4" nominal aff Floor Slab 0'-0" Window Head 8'-0" nominal aff T/Parapet +/- 12'-0" aff T/Raised Parapet 14'-0" aff T/Raised Parapet 16'-0" aff N E W H O R I Z O N A C A D E M Y N E W H O R I Z O N A C A D E M Y Window Sill 1'-4" nominal aff Floor Slab 0'-0" Window Head 8'-0" nominal aff T/Parapet +/- 12'-0" aff T/Raised Parapet 14'-0" aff Window Sill 1'-4" nominal aff Floor Slab 0'-0" Window Head 8'-0" nominal aff T/Parapet +/- 12'-0" aff Pavement T/Parapet 6'-11" T/Raised Parapet 14'-0" aff 7000 T/Raised Parapet 16'-0" aff N E W H O R I Z O N A C A D E M Y Btm/ Canopy Facade 9'-6" aff T/Canopy Facade +/- 18'-0" aff N E W H O R I Z O N A C A D E M Y RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 09.12.2023 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota A. PETER HILGER, AIA 2023 RYLAUR, LLCC A201 EXTERIOR ELEVATIONS 2 EAST ENTRANCE ELEVATION SCALE: 3/16" = 1'-0" 3 WEST ELEVATION SCALE: 3/16" = 1'-0" 4 NORTH ELEVATION SCALE: 1/8" = 1'-0" 1 SOUTH ELEVATION SCALE: 1/8" = 1'-0" NEW HORIZON ACADEMY 7000 57th AVENUE NORTH CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 ELEVATION KEYNOTES NEW EXIT DOOR & STOOP w/NEW SURROUNDING CONC. SIDEWALK AT EXIT ELEVATION COLOR #1 1 # 1 1 1 1 1 1 1 NEW ALUMINUM STOREFRONT ENTRANCE DOORS COLOR #12 2 NEW ALUMINUM STOREFRONT WINDOW COLOR #13 5 7 NEW METAL PANEL WALL FACADE COLOR #1 9 NEW FURRED OUT METAL ACCENT BAND w/INTEGRAL FLASHING WINDOW HEAD FLASHING COLOR #3 11 9 4 NEW HOLLOW METAL SERVICE DOOR COLOR #14 NEW METAL PARAPET CAP FLASHING COLOR #1 8 NEW EIFS CANOPY FACADE REMOVE EXISTING CANOPY STRUCTURE AS NEEDED COLOR #2 6 NEW METAL CAP FLASHING OVER RIBBED PANEL COLOR #1 EXTENDED PARAPET w/NEW EIFS FACADE COLOR #2 5 11 28'-0" 9 28'-0"New Tapered Entry Canopy 8 55 1 GENERAL NOTES A.REPLACE ALL EXISTING WINDOWS w/NEW ALUMINUM STOREFRONT, COLOR #1 B. SEE PHOTOMETRIC DRAWING FOR EXTERIOR LIGHTING C. SEE SHEET A120 FOR EXTERIOR MATERIAL FINISH LEGEND D. SEE 1/A301 FOR RTU SIGHTLINE STUDY BUILDING SECTION 2 9 TYP. NEW GLAZED ACCENT BLOCKS COLOR #312 12 STAIN EXISTING RIBBED WALL PANELS COLOR #4 14 NEW MANUFACTURED STONE VENEER COLOR #515 14 TYP.15 TYP. 15 NEW STONE PILLAR w/DARK BRONZE METAL CAP COLOR #5 16 16 NEW TUBE STEEL SUPPORT COLUMN COLOR #313 13 7 17 METAL SIGN BASE 19NEW METAL ACCENT BAND, COLOR #3 NEW METAL ACCENT BAND, COLOR #3 NEW ILLUMINATED SIGN BOX NEW DARK BRONZE METAL TOPPER w/WHITE ADDRESS LETTERS NEW PLANTINGS AROUND BASE - SEE LANDSCAPE PLAN NEW CMU TRASH ENCLOSURE w/STAINED RIBBED ROCKFACE BLOCK FACADE COLOR #4 18 19 TRASH ENCLOSURE COMPOSITE GATE DOORS COLOR #6 REFURBISH EXISTING MONUMENT SIGN w/NEW ILLUMINATED SIGN BOX 17 518 B REFURISHED MONUMENT SIGN SCALE: 1/8" = 1'-0" A ENCLOSURE ELEVATION SCALE: 1/8" = 1'-0" TRASH 20 ADDRESS NUMBERS APPROX. 9" tall (t.b.d.) BLUE NUMBERS AGAINST COLOR 2, WINTER WALK. REFERENCE EXTERIOR MATERIAL LEGEND ON A120 21 EXTERIOR SIGN AT EAST MAIN BUILDING ENTRANCE 100 SF ALLOWED 35 SF SHOWN 20 21 22 22 Control Joint 7 10 EXTENDED PARAPET RTU SCREEN WALL w/NEW EIFS FACADE COLOR #2 28'-0"28'-0"28'-0" 9 10 9 28'-0"28'-0"28'-0" 10 99 28'-0"28'-0"28'-0" 9 9 9 55510Beyond 20 16 13 9 Beyond 9Beyond 7 7 9Beyond 8Beyond21 1415TYP.TYP. 3Installed into Existing Knockout Wall 3 TYP. 3 TYP. 6TYP. 11 TYP.9Beyond 10Beyond 9Beyond 9 Beyond 9 Beyond 6 TYP.5 10 Beyond 9 Beyond 10 Beyond 9 Beyond 10 Beyond 10 Beyond 9Beyond 9Beyond 8 Beyond 5 21 5 5 7 11 TYP. 14 TYP.15 TYP.3 TYP. 14 TYP.15 TYP.3 TYP. 9 Beyond 5 5 6TYP. 6 TYP. 55 5 711TYP. 9 Beyond 23 FIRE DEPARTMENT LOCK BOX - CITY TO PROVIDE SPECIFIC LOCK BOX ORDER FORM. PROVIDE KEYS FOR THE LOCK BOX 23 TOP COURSE TO BE SMOOTH BURNISHED BLOCK, COLOR #4 1 111 City Review Comments 09.26.23 B A120 SEE A/A120 FOR PLAN NEW FIRE DEPARTMENT CONNECTION 6.2 1.5" metal deck 1.5" metal deck RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com PROJECT INFORMATION: CLIENT INFORMATION: Sheet No NEW HORIZON ACADEMY 7000 57th AVENUE NORTH CRYSTAL, MN 55428 NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 SHEET TITLE: Drawn By: VJH Project Architect: Drawing History/Revisions: Drawing Date: Checked By: APH 09.12.2023 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota A. PETER HILGER, AIA 2023 RYLAUR, LLCC A301 BUILDING SECTION w/SIGHTLINE STUDY City Review Comments 09.26.23 1 BUIDING SECTION WITH SIGHTLINE STUDY SCALE: 3/32" = 1'-0"P R O P E R T Y L I N ET/Raised Parapet 16'-0" aff Floor Slab 0'-0" T/Canopy Facade 18'-0" aff Floor Slab 0'-0" Front Parapet at 16'-0" aff in Foreground RTU's Screened by New Raised Parapet & Wing Walls See Roof Plan on A120 Covered Walkway Roof See Sheet A120 New Canopy Column New Canopy Facade See Sht A201 New Canopy Facade See Sheet A201 L I N E S I G H T F R O M P R O P E R T Y L I N E 6.2 CITY OF CRYSTAL MINNESOTA RESOLUTION NO. 2023- _______ RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR NEW HORIZON ACADEMY WHEREAS, New Horizon Academy (“Applicant”) submitted an application to the City of Crystal (“City”) for a conditional use permit to allow a child day care center at 7000 – 57th Avenue North in Crystal, which is legally described in the attached Exhibit A (“Property”); and WHEREAS, the Planning Commission, after due notice having been provided, held a public hearing regarding the Applicant’s request on October 9, 2023 and voted to forward the application to the City Council with a recommendation that the requested conditional use permit be approved with certain conditions; and WHEREAS, the City Planner’s report (“Planner’s Report”) dated October 11, 2023 regarding this matter, which is attached hereto as Exhibit B, is incorporated herein and made part of this Resolution, except that the conditions set out below are controlling; and WHEREAS, the City Council finds that the requested conditional use permit, as recommended by the Planning Commission and discussed in the Planner’s Report, complies with the applicable rules and regulations of the Uniform Development Code within the Crystal City Code. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Crystal, based on the record of this matter and the findings and determinations contained herein and in the Planner’s Report, hereby approves and issues a conditional use permit for New Horizon Academy on the Property, subject to compliance with the Crystal City Code and all of the following conditions: 1.Building Permit. The following are the requirements before a building permit can be issued for the interior improvements to the building: a.Submittal deadline. The Applicant shall submit the permit application for the interior building renovation by October 17, 2024 or submit a request for City Council approval of a one-year extension by October 3, 2024. b.Site improvement agreement. Sign a site improvement agreement with the City and provide an escrow to guarantee installation of the parking lot improvements and landscaping plan. c.Maintenance plan. Provide a maintenance plan for the sump catch basin (CBMH1) for City approval. 2.Compliance. This conditional use permit is subject to the applicable requirements of the Crystal City Code, and the Applicant is required to comply with all applicable Attachment F 6.2 federal, state, and local laws, rules, regulations, and ordinances, and must obtain such other permits and permissions as may be required. 3.Amendments. Any expansion or material alterations the use authorized by this conditional use permit, or the material alteration of any plans submitted related to the use, shall not be allowed unless an amended conditional use permit is first obtained from the City. 4.No Waiver. Failure by the City to take action with respect to any violation of any condition, covenant or term of this conditional use permit shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 5.Revocation. The violation of any terms or conditions of this conditional use permit including, but not limited to, any applicable federal, state, or local laws, rules, regulations, and ordinances, may result in revocation of the conditional use permit. The applicant shall be given written notice of any violation and reasonable time, as determined by the City, to cure the violation before a revocation of the permit will occur. 6.Binding Effect. This conditional use permit, and the conditions placed on it, are binding on the applicant, their successors and assigns, shall run with the property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership, until the conditional use permit is terminated or revoked as provided herein. The obligations of the applicant under this conditional use permit shall also be the obligations of the current and any subsequent owners of the property. 7.Acceptance of Conditions. Utilization of the property for any of the uses allowed by this conditional use permit shall automatically be deemed acceptance of, and agreement to, the terms and conditions of this conditional use permit without qualification, reservation, or exception. Adopted by the Crystal City Council this 17th day of October 2023. ____________________________ Jim Adams, Mayor ATTEST: _____________________________ Chrissy Serres, City Clerk 6.2 EXHIBIT A Legal Description of the Property Lot 1, Block 1, Kubinski and Palmer Addition, Hennepin County, Minnesota. 6.2 EXHIBIT B Planner’s Report (attached hereto) 6.2 UDC AMENDMENTS PAGE 1 OF 6 __________________________________________________________________________ FROM: Dan Olson, City Planner TO: Adam R. Bell, City Manager (for October 17 meeting) DATE: October 11, 2023 RE: Consider first reading of ordinance amending the Unified Development Code __________________________________________________________________________ A.BACKGROUND Staff is requesting miscellaneous amendments to the unified development code (UDC), including a property rezoning at 3601 Douglas Drive North. Most of the proposed text amendments are corrections or clarifications, brought about by things we learned while administering the UDC’s requirements. Notice of the October 9 public hearing for the UDC amendments was published in the Sun Post on September 28, and posted to all neighborhoods on Nextdoor. In addition, for the proposed property rezoning, a notice was mailed to owners, renters and business tenants within 500 feet of each property (see attachment A). A sign was also posted on the property. Prior to the public hearing, both the Planning Commission and City Council provided comments on the amendments at separate meetings. Those comments have been incorporated into the proposed ordinance (attachment B). At the October 9 Planning Commission public hearing, the Commission heard from two residents and provided the following recommendations on three issues. For all other amendments the Commission recommended City Council approval. ➢Definition of gross density. A resident stated that density should be calculated according to net density, which does not include the adjacent halves of street rights-of-way in the calculation. The resident did not offer rationale for why density should be calculated in this manner. Planning Commission response. The Commission recommended that the definition of gross density be removed from the proposed UDC amendments so that future discussion can occur. COUNCIL STAFF REPORT UDC Amendments 6.3 UDC AMENDMENTS PAGE 2 OF 6 Staff response. The inclusion of a definition for gross density in the UDC amendments was merely to clarify a longstanding practice of how density is calculated. Staff has removed this item from these amendments so that staff will have time to do further research and have a future discussion with the Commission to address their concerns about how density is calculated. ➢ Rezoning of 3443 Douglas Dr N. A resident inquired what the EDA is planning for new construction on the property once the rezoning has been completed. Staff responded that the EDA has not yet decided to offer the lot to builders or what the development expectations would be. Planning Commission response. The Commission recommended removing the rezoning of 3443 Douglas Dr N from the proposed UDC amendments. Staff response. The rezoning of 3443 Douglas is not an urgent matter since the EDA has not yet determined how the property should be developed. Staff has removed the rezoning from these amendments. After EDA and staff further discuss the future of this property, the rezoning could be considered at that time. ➢ Motor Vehicle/RV licensing. The Commission discussed whether single-and two- family dwellings should be exempt from the requirement that vehicles be currently licensed, including clearly visible license plate tabs. Planning Commission response. The Commission recommended that single-and two-family dwellings be exempt from the licensing requirement. Staff response. Staff has added text to the UDC amendments to exempt single- and-two family dwellings. Because this will be in the UDC, Community Development staff will enforce it using a 10-day notice as with other zoning violations. It is currently unlawful, and will continue to be, to store inoperable vehicles outside anywhere in the city except an approved impound lot. This new provision, and its exemptions, only applies to vehicles that are unlicensed. Attachments: A. For property rezoning, site location and public hearing mailing notice map B. Ordinance C. State Statute Section 327.30 (Micro-unit dwellings) 6.3 UDC AMENDMENTS PAGE 3 OF 6 B. PROPOSED TEXT AMENDMENTS 1. Town Center amendments. ➢ Ground floor height (page 50). Clarifies that the height requirement for a ground floor in the town center zoning districts is greater only if a non-residential use is proposed for that floor. ➢ Façade glazing (page 51). Clarifies that the percentage requirement for ground floor glazing in the town center zoning districts is greater only if a non-residential use is proposed for the ground floor. Planning Commission change. Clarify that all non-residential floors will require 50% glazing and residential floors will require 30%, regardless of the floor location within the building. ➢ Street/pedestrian locations (pages 52, 71 and 72). Clarifies that new connections in the town center districts can be either street or pedestrian connections and do not need to be city streets. Planning Commission change. The last line should be revised to read “The city will consider alternate street locations or pedestrian connections that achieve this intent”. The figure should also be labeled as “hypothetical” locations. ➢ Parking lot screening (page 133). Screening requirements within the town center districts may be altered if driveway visibility would be impaired. Planning Commission change. In speaking of driveway visibility, reference the city’s visibility requirements in chapter 8 of the city code. ➢ Building setbacks (page 114). Increases the minimum rear setback in the town center districts from 3 to 5 feet. ➢ One-family attached dwellings (pages 74, 78). Attached one-family dwellings (townhomes) are allowed in the TC if they are included as part of a multi-family apartment development. ➢ Nursery or preschools (pages 76, 93, and 125). Since there are two pre-existing nursery or preschools in the TC district, this amendment allows that use as a conditional use in the TC district (it is already allowed in the TC-PD district). An additional amendment allows fencing for outdoor play areas for nursery or preschools. 2. Consistent use of word “multiple” (pages 11, 19, 48, 74, 128, 131, 135, 146, 177, 180, and 181). The word “multiple” pertaining to “multiple family dwellings” and “multiple tenant buildings” is used inconsistently. At times the word “multi” was used, while other times “multiple” was used. The amendment is to create consistency with the use of this term. 3. Specialized care facility (page 22). Delete the term “housing with services establishment” since that phrase was replaced in 2021 with “assisted living facility” by the MN Dept. of Health. 4. Floor area for alcohol sales in restaurants (pages 75, 80 and 81). Since the limitation is rarely, if ever, exceeded, this amendment deletes the limitation for the amount of floor space devoted to on-sale liquor, wine or beer. 6.3 UDC AMENDMENTS PAGE 4 OF 6 5. Waste container enclosure (pages 93 and 134). Requires waste container enclosures, such as dumpster enclosures. Use-specific standards are found in the screening requirements of the UDC, except for one and two family dwellings. 6. Exterior building materials for carports (page 97). The amendment clarifies that exterior material requirements apply not only to garages, but also carports. 7. Outdoor dining and sales (page 101). Clarifies that a CUP is only required if the duration exceeds the limits for a temporary use. Also extends the length of temporary outdoor sales from 180 days per calendar year to 270 days to match the time allowed for outdoor dining 8. Building setbacks (page 114). Reduces the required setback from 15 to 10 feet for the interior side yard in the R-2 district and for the corner side yard in the commercial and industrial districts. 9. Understory tree size requirements (page 127). Reduces the minimum size for newly planted trees from 2 to 1.5 inches for understory, small maturing, or ornamental trees. Planning Commission comment. The Commission requested that staff research whether reducing the understory tree size will reduce the likelihood of a tree’s survival. Staff consulted with the city’s tree expert in Public Works who verified that understory tree survival will not be impacted by reducing the minimum tree size from 2” to 1.5”. 10. Parking lot screening (page 132). Those parking lots set back a significant distance from the street and that are not adjacent to a residential use would not be subject to screening requirements. 11. Landscaping requirements (page 133). Clarifies the gross area of a parking lot and to correct an internal inconsistency relating to tree size requirements. 12. Roof-mounted mechanical equipment (page 134). Exempts one-and-two family dwellings from screening requirements for rooftop mechanical equipment. 13. Off-street parking (page 138). City code section 1325 allows motor and recreational vehicles to be parked or stored outdoors as long as they are “currently licensed as required by law”. Since Minnesota statutes do not require that vehicles or recreational vehicles be licensed if on private property, this regulation to require such licensing is added to the off-street parking requirements of the UDC. Since the Planning Commission meeting staff has added text to exempt lawful vehicles sales businesses. At the October 9 public hearing, the Planning Commission recommended that one-and- two family dwellings be exempt from this requirement (see discussion on pages 1-2). Staff agrees with this recommendation. 14. Driveway access for parking lots (page 147). Clarifies that the requirement to set back a parking lot feature is only applicable on busier streets (collector or arterial streets). 15. Compact vehicle spaces (pages 148-149). Removes the minimum number of compact parking spaces for larger parking lots, while retaining the maximum number. 16. Civil engineer (page 150). Allows for a civil engineer, in addition to a transportation engineer, to prepare a parking study. 17. Park dedication cash payment (page 172). In calculating the park dedication cash payment for a residential development, the City Council will consider the previous commercial use which may result in a reduced park dedication fee. 18. Sign code (pages 21, 173, 179, 180). Corrects a typo for off-premise sign requirements, clarifies the city’s practice of not requiring a sign permit for a menu board sign, and allows greater height limits for commercial monument signs. 6.3 UDC AMENDMENTS PAGE 5 OF 6 19. Micro-unit dwellings (pages 16, 92, 97 98, and 119). In 2023 the state legislature adopted a statute that mandates cities allow religious institutions to create micro-unit dwellings for chronically homeless and extremely low-income persons (attachment C). The legislation goes into effect January 1, 2024. The legislation allows the use to be permitted without the need for City Council approval or to require that a conditional use permit (CUP) be approved before the dwelling unit is allowed. Conditions of approval cannot be added to the CUP permit. Staff is proposing that the use be conditional in the R-1, R-2, R-3, Commercial and Industrial zoning districts and has proposed use-specific standards for the use. C. PROPERTY REZONING In addition to the UDC text amendments, staff is proposing to rezone 3601 Douglas Drive N. to accurately reflect current and proposed uses of this property. The following is additional information about this property. 3601 Douglas Drive N. ➢ Current zoning. The property is zoned Commercial, but is the location of a two- family dwelling constructed in 1959. ➢ Proposed zoning. Staff is proposing to rezone the property to Low Density Residential (R-1). The property is guided as low density residential in the city’s Comprehensive Plan. The property owner is in agreement with the proposed change. 3601 Douglas Dr N 6.3 UDC AMENDMENTS PAGE 6 OF 6 ➢ Rationale for rezoning. Staff has been unable to determine when the property was zoned Commercial. The property was presumably zoned Commercial so that all four corners at the intersection of 36th and Douglas Dr N would eventually be redeveloped in the 1970s for commercial purposes. Given that the dwelling has been in existence over 60 years, and is adjacent to low density residential, it is unlikely to be redeveloped for a commercial use. ➢ Dimensional and setback requirements. The existing lot meets lot area, width and depth requirements for a two-family dwelling in the R-1 district. o The dwelling meets all required minimum setbacks, except for the front setback of 30’. In 1986 Hennepin County obtained 11’ of additional right- of-way along Douglas Drive to create a turn lane. Prior to this acquisition, the dwelling met the required setback. o The dwelling is defined as legally nonconforming due to the front setback. This is an existing condition and the rezoning does not increase the nonconformity because the front setback is the same in the R-1 and C districts. D. REQUESTED ACTION Except for the text amendment for gross density and the property rezoning at 3443 Douglas Dr N, the Planning Commission recommended approval on October 9 of the UDC text amendments and the property rezoning at 3601 Douglas Dr N. City Council approval of first reading is requested. The following is the proposed schedule for adopting a new ordinance: Nov. 7 Council considers second reading and adoption Nov. 16 Summary of ordinance published Dec. 16 Effective date of ordinance 6.3 Site Location and Public Hearing Notice Mailing Map 3601 Douglas Dr N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A 6.3 11 considered dwellings and shall at no time be used as a dwelling, either temporarily or permanently. Tents may be used for recreational purposes. Subd. 50. Dwelling, multiple family. “Dwelling, multiple family” means a building designed with three or more dwellings exclusively for occupancy by three or more families living independently of each other. Subd. 51. Dwelling, one-family attached. “Dwelling, one-family attached” means a building, such as townhouses or row houses, containing dwellings in which: (a)Each dwelling is located on its own parcel; (b)Each dwelling is attached to another by party walls without openings; and (c)Each dwelling has primary ground floor access to the outside. Subd. 52. Dwelling, one-family detached. “Dwelling, one-family detached” means a residential building containing not more than one dwelling entirely surrounded by open space on the same lot. Subd. 53. Dwelling, two-family. “Dwelling, two-family” means a building designed exclusively for occupancy by two families living independently of each other and which is typically referred to as a double bungalow or duplex, where the entire building is located on a single lot. Subd. 54. Easement. “Easement” means a grant by a property owner to either the public or an individual for the use of the owner’s property for certain specified purposes (i.e., drives, utilities, etc.). Subd. 55. Equal degree of encroachment. “Equal degree of encroachment” means a method of determining the location of floodway boundaries so that floodplain lands on both sides of a stream are capable of conveying a proportionate share of flood flows. Subd. 56. Essential services. “Essential services” means underground or overhead gas, electrical, steam, or water transmission or distribution systems, collection, communication, supply, or disposal systems by public utilities, municipal or other governmental agencies. Subd. 57. Family. “Family” means one or more persons maintaining a common household and using common cooking facilities. Subd. 58. Farm fence. “Farm fence” means a fence as defined by Minnesota Statutes, section 344.02, subdivision 1(a)-(d). An open type fence of posts and wire is not considered to be a structure in the floodplain overlay district requirements. Fences that have the potential to obstruct flood flows, such as chain link fences and rigid walls, are regulated as structures under the floodplain overlay district provisions. Subd. 59. Filtration. “Filtration” means a process by which stormwater runoff is captured, temporarily stored, and routed through a filter bed to improve water quality and slow down stormwater runoff. Subd. 60. Findings of fact. “Findings of fact” means written findings embodied in a resolution, ordinance, or other document approved or adopted by the body making such findings. Subd. 61. Flag. “Flag” means any fabric or similar lightweight material attached at one end of the material, usually to a staff or pole, so as to allow movement of the material by atmospheric changes and which contains distinctive colors, patterns, symbols, emblems, insignia, or other symbolic devices. Attachment B 6.3 16 Subd. 103. Lot width. “Lot width” means the horizontal distance between side lot lines. In the case of irregularly shaped lots located on a cul-de-sac or curved street, or corner lots that are neither a square, rectangle, or parallelogram, lot width shall be measured at the required front and rear setback lines. Subd. 104. Lowest floor. “Lowest floor” means the lowest floor of the lowest enclosed area (including basement). An unfinished or flood resistant enclosure, used solely for parking of vehicles, building access, or storage in an area other than a basement area, is not considered a building’s lowest floor; provided, that such enclosure is not built so as to render the building in violation of the applicable non- elevation design requirements of 44 Code of Federal Regulations, Part 60.3. Subd. 105. Manufactured home. “Manufactured home” has the meaning given in Minnesota Statutes, section 327.31. The term “manufactured home” does not include the term “recreational vehicle.” Subd. 106. Marquee. “Marquee” means any permanent roof-like structure extending along or projecting beyond the wall of a building, generally designed and constructed to provide protection from the weather. Subd. 107. Mechanical equipment. “Mechanical equipment” means equipment, devices and accessories, the use of which relates to water supply, powering, heating, ventilating, air conditioning or similar purposes. Subd. 108. Medical clinics. “Medical clinics” means a building, or part of a building, where persons are cared for on an outpatient basis. Subd. 109. Micro unit dwelling. “Micro unit dwelling” means a dwelling unit that is accessory to a religious institution and is intended to provide housing for chronically homeless persons, extremely low income persons and designated volunteers as defined in Minnesota Statutes, section 327. 30. Subd. 109110. Mobile food unit. “Mobile food unit” has the meaning given it from the Crystal city code, chapter XIII. Subd. 110111. Multiple tenant building. “Multiple tenant building” means any building which has more than one tenant, and where each tenant has a separate ground-level exterior public entrance. Subd. 111 112. New construction. “New construction” means structures, including additions and improvements, and placement of manufactured homes, for which the start of construction commenced on or after the effective date of the floodplain overlay district provisions. Subd. 112 113 Non-commercial speech. “Non-commercial speech” means dissemination of messages not classified as commercial speech which include, but are not limited to, messages concerning political, religious, social, ideological, public service and informational topics. Subd. 113114. Non-conforming lot. “Non-conforming lot” means a lot of record or other parcel of land that does not comply with the lot requirements for any allowed use in the zoning district in which it is located. Subd. 114115. Non-conforming structure. “Non-conforming structure” means any structure permitted prior to the effective date of this UDC, which would not conform to the applicable regulations if the structure were to be erected under the provisions of this UDC. Subd 115116. Non-conforming use. “Non-conforming use” means a lawful use of land that does not comply with the use regulations for its zoning district but which complied with applicable regulations at the time the use was established. 6.3 17 Subd. 116117. Obstruction. “Obstruction” means any, wall, embankment, pile, abutment, projection, excavation, channel modification, culvert, building, wire, fence, stockpile, refuse, fill, structure, or matter in, along, across, or projecting into any channel, watercourse, or regulatory floodplain which may impede, retard, or change the direction of the flow of water, either in itself or by catching or collecting debris carried by such water. Subd. 117118. Offices, professional. “Offices, professional” means establishments providing executive, management, administrative or professional services including, but not limited to, real estate, medical clinics, architecture, legal, travel, contractor, employment, insurance, and similar uses. Subd. 118119. One hundred year floodplain. “One hundred year floodplain” means lands inundated by the “Regional Flood” (see definition). Subd. 119120. Owner or property owner. “Owner or property owner” means the owner or taxpayer of record according to Hennepin County property tax records. Subd. 120121. Parapet wall. “Parapet wall” means that portion of building wall that rises above the roof level. Subd. 121122. Parking lot. “Parking lot” means land, not within a building, that is surfaced in accordance to the requirements of this UDC and used for the temporary parking of motor vehicles. Subd. 122123. Parking ramp or structure. “Parking ramp or structure” means a structure designed and used for the storage of motor vehicles at, below, or above grade or a combination thereof. Subd. 123124. Patio. “Patio” means an open, level-surfaced area that is typically impervious, has an elevation of no more than 12 inches above grade, is without walls or roofs, and is intended for outdoor seating or recreation. Subd. 124125. Personal services. “Personal services” means establishments that are primarily engaged in providing services generally involving the care of the person or the person’s possessions. Personal services may include, but are not limited to laundry and dry-cleaning services, tailors, barber or beauty shops, health and fitness studios, nail salons, locksmiths, tattoo parlors, therapeutic massage, pet grooming, portrait studios, and similar uses. Subd. 125126. Plat, final. “Plat, final” means the final formally approved layout of the proposed subdivision showing the same information as the preliminary plat, complying with the requirements of this UDC, and any additional requirements imposed by the city council and prepared in the form required by the appropriate county office and Minnesota Statutes, chapter 505. Subd. 126.127 Plat, preliminary. “Plat, preliminary” means a tentative layout of the proposed subdivision prepared for the purpose of formal review by the city. The preliminary plat shows lots, blocks, streets, and physical features relevant to the development of the property, but not in the detail or final form of the final plat. Subd. 127128. Porch, open. “Porch, open” means a porch that has a roof but is not enclosed with windows, screens or walls. An open porch that does not have a roof is defined as a deck. Subd. 128129. Portable storage container. “Portable storage container” means a temporary portable structure or container that allows for on-site storage of goods or materials, and which is not permanently affixed to a foundation. 6.3 18 Subd. 129130. Private recreational facilities, indoor. “Private recreational facilities, indoor” means recreational facilities are private recreational facilities located completely within an enclosed building that includes, but is not limited to bowling alleys, volleyball courts, ice skating rinks, and driving ranges. Subd. 130131. Private recreational facilities, outdoor. “Private recreational facilities, outdoor” means private recreational facilities providing outdoor activities that includes, but is not limited to, sand volleyball courts, miniature golf courses, batting cages, and tennis courts. Subd. 131132. Public and semipublic buildings. “Public and semipublic buildings “ means buildings containing public or civic uses of special significance to residents, employees or visitors such as community service centers. Public and semipublic buildings do not include public utility buildings, schools, or religious institutions. Subd. 132133. Public waters. “Public waters” means waters of the state as defined in Minnesota Statutes, section 103G.005. Subd. 133134. Reach. “Reach” means a hydraulic engineering term used to describe a longitudinal segment of a stream or river influenced by a natural or man-made obstruction. In an urban area, the segment of a stream or river between two consecutive bridge crossings would most typically constitute a reach. Subd. 134135. Recreational vehicle. “Recreational vehicle” has the meaning given the term in Minnesota Statutes, section 168.002. For the purposes of this UDC, the term recreational vehicle is synonymous with the term “travel trailer/travel vehicle”. Subd. 135136. Regional flood. “Regional flood” means a flood which is representative of large floods known to have occurred generally in Minnesota and reasonably characteristic of what can be expected to occur on an average frequency in the magnitude of the 1% chance or 100-year recurrence interval. Regional flood is synonymous with the term "base flood" used in a flood insurance study. Subd. 136137. Regulatory flood protection elevation (RFPE). “Regulatory flood protection elevation” or “RFPE” means an elevation not less than two feet above the elevation of the regional flood plus any increases in flood elevation caused by encroachments on the floodplain that result from designation of a floodway. Subd. 137138. Religious institutions. “Religious institutions” mean a building, together with its accessory buildings, where persons regularly assemble for religious worship and which building, together with its accessory buildings and uses, is maintained and controlled by a religious body organized to sustain public worship. Subd. 138139. Repetitive loss. “Repetitive loss” means flood related damages sustained by a structure on two separate occasions during a ten-year period for which the cost of repairs at the time of each such flood event on the average equals or exceeds 25% of the market value of the structure before the damage occurred. Subd. 139140. Restaurant or eating establishment. “Restaurant or eating establishment” means an establishment whose principal business is the selling of food and beverages to the customer in a ready to consume state. Restaurants or eating establishments include cafes, coffee shops, and ice cream shops. Subd. 140141. Restrictive covenant. “Restrictive covenant” means a recorded contract or agreement entered into between private parties establishing restrictions on the development or use of property in addition to those established by this UDC. 6.3 19 Subd. 141142. Retail establishments. “Retail establishments” means establishments primarily engaged in the sale of goods to the general public. Retail uses may include, but are not limited to, bookstores, liquor stores, bakeries, grocery stores, and other similar uses. Subd. 142143. Retention facility. “Retention facility” means a permanent natural or man-made structure that provides for the storage of stormwater runoff by means of a permanent pool of water. Subd. 143144. Seasonal agricultural sales. “Seasonal agricultural sales” means the outdoor sale of goods or products obtained primarily through farming or agricultural activities, including, but not limited to: pumpkins; grain and seed crops; fruits and vegetables; nursery, floral, ornamental, and greenhouse products; and Christmas trees. Subd. 144145. Schools, elementary or secondary. “Schools, elementary or secondary” means buildings used to teach students that includes elementary schools, middle schools or high schools. Subd. 145146. Schools, nursery or preschool. “Schools, nursery or preschool” means a school or facility providing general daytime care and/or instruction for children six years of age or younger which conducts no instructional programs certified by the state department of education as meeting the minimum educational requirements for compulsory-age children. Subd. 146147. Schools, trade or business. “Schools, trade or business” means a school operated for profit, which teaches business, professional, or technical trades or skills, or a school not otherwise included within the provisions of this UDC. Subd. 147148. Self-storage facilities. “Self-storage facilities” means a building or group of buildings having compartments, rooms, spaces, containers, or other types of units that are individually leased, rented, sold or otherwise contracted for by customers for the storage of personal or business goods or property, and where the facility owner/operator has limited access to such privately-rented units. For the purposes of this UDC, the term self-storage facilities shall be considered synonymous with the term mini- storage. Subd. 148149. Senior housing. “Senior housing” means a multiple family dwelling building or group of buildings in which each dwelling is occupied by at least one person age 55 or older. This does not include institutions such as specialized care facilities. Subd. 149150. Setback. “Setback” means the minimum required horizontal distance between a structure and a lot line, as measured perpendicular to the lot line. Setback standards provide open areas around structures for visibility and traffic safety, access to and around structures, access to natural light, ventilation and direct sunlight, separation between potentially conflicting activities, and space for privacy, landscaping, and recreation. 6.3 20 Figure 4: Illustration showing typical setbacks for a one-family dwelling Subd. 150151. Setback, front. “Setback, front” means the minimum required horizontal distance between a structure and the front lot line (see figure 4). Subd. 151152. Setback, rear. “Setback, rear” means the minimum required horizontal distance between a structure and the rear lot line (see figure 4). Subd. 152153. Setback, side. “Setback, side” means the minimum required horizontal distance between a structure and the side lot line (see figure 4). Subd. 153154. Setback, corner side. “Setback, corner side” means the minimum required horizontal distance between a structure and the corner side lot line (see figure 4). Subd. 154155. Shed. “Shed” means a detached accessory building that is used primarily for the storage of goods, not vehicles. Subd. 155156. Sign face. “Sign face” means the surface of the sign upon, against, or through which the message of the sign is exhibited. Subd. 156157. Sign structure. “Sign structure” means any structure including the supports, uprights, bracing and framework which supports or is capable of supporting any sign. Subd. 157158. Sign. “Sign” means any letter, word or symbol, poster, picture, statuary, reading matter or representation in the nature of an advertisement, announcement, message or visual communication, whether painted, posted, printed, affixed, or constructed, including all associated brackets, braces, supports, wires, and structures, which is displayed for informational or communicative purposes. Signs shall be further defined in accordance with the following. (a) Abandoned sign. “Abandoned sign” means any sign and/or its supporting sign structure which remains without a message or whose display surface remains blank for a period of one year or more, or any sign which pertains to a time, event, or purpose which no longer applies, shall be deemed to have been abandoned. Signs applicable to a business suspended because of a change in ownership or management of such business shall not be deemed abandoned unless the property remains vacant for a period of one year or more. Any sign remaining after demolition of a principal structure shall be deemed to be abandoned. Signs which are present because of being legally established nonconforming signs or signs which have required a conditional use permit or a variance shall also be subject to the definition of abandoned sign. (b) Awning sign. “Awning sign” means a building sign or graphic printed on or in some fashion attached directly to the awning material. (c) Balloon sign. “Balloon sign” mean a temporary sign consisting of a bag made of lightweight material supported by helium, hot, or pressurized air that is greater than 24 inches in diameter. (d) Building sign. “Building sign” means any sign attached or supported by any structure used or intended for supporting or sheltering any use or occupancy. (e) Canopy sign. “Canopy sign” means any sign that is part of or attached to a canopy, made of fabric, plastic, or structural protective cover over a door or entrance. A canopy sign is not a marquee sign and is different from service area canopy signs. 6.3 21 (f) Changeable sign. “Changeable sign” means a sign or portion thereof with characters, letters, or illustrations that can be changed or rearranged without altering the face or the surface of the sign. Changeable signs do not include signs upon which characters, letters, or illustrations change or rearrange only once in a 24-hour period. (g) Electronic or electrically-controlled readerboard. “Electronic or electrically-controlled readerboard sign” means a sign, or section thereof, which has a constant light illumination level and messages which are changed by electronic processes or remote control. (h) Electric sign. “Electric sign” means a sign containing electrical wiring; the term does not include signs illuminated by an exterior light source. (i) Flashing sign. “Flashing sign” means a directly or indirectly illuminated sign which exhibits changing light or color effects by any means, so as to provide intermittent illumination which includes the illusion of intermittent flashing light by means of animation. Also any mode of lighting which resembles zooming, twinkling, or sparkling. (j) Freestanding sign. “Freestanding sign” means any sign which has supporting framework that is placed on, or anchored in, the ground and which is independent from any building or other structure. For the purposes of this UDC, a monument sign is not a freestanding sign. (k) Governmental sign. “Governmental sign” means any temporary or permanent sign erected and maintained by the City, County, State, or federal government, or a public utility. (l) Illuminated sign. “Illuminated sign” means any sign which contains an element designed to emanate artificial light internally or externally. (m) Marquee sign. “Marquee sign” means any building sign painted, mounted, constructed or attached in any manner, on a marquee. (n) Monument sign. “Monument sign” means any sign with its sign face mounted on the ground or mounted on a base at least as wide as the sign. (o) Nonconforming sign. “Nonconforming sign” means any sign and its support structure lawfully erected prior to the effective date of this UDC which fails to conform to the requirements of this UDC. A sign which was erected in accordance with a variance granted prior to the adoption of this UDC and which does not comply with this UDC shall be deemed to be a legal nonconforming sign. A sign which was unlawfully erected shall be deemed to be an illegal sign. (p) Off-premise sign. “Off-premise sign” means a commercial speech sign which directs the attention of the public to a business, activity conducted, or product sold or offered at a location not located on the same premises where such business sign is located. For the purposes of this UDC: (1) A freestanding, monument of or pylon sign shared by adjacent property owners shall not be considered an off-premise sign. (2) Easements and other appurtenances shall be considered to be outside such platted parcel of land and any sign located or proposed to be located in an easement or other appurtenance shall be considered an off-premise sign. 6.3 23 (5) The vehicle remains parked in the same vicinity on the property in a location which maximizes its visibility from the public street or right-of-way on a regular basis. (cc) Wall sign. “Wall sign” means any building sign attached parallel to, but within two feet of a wall, painted on the wall surface of, or erected and confined within the limits of an outside wall of any building or structure, which is supported by such wall or building, and which displays only one sign surface. A wall sign is also a sign installed on the face of a canopy or marquee, but not extending beyond the face. Subd. 158159. Small wireless facility. “Small wireless facility” has the meaning given in Minnesota Statutes, section 237.162, subdivision 11. Subd. 159160. Special flood hazard area. “Special flood hazard area” means a term used for flood insurance purposes synonymous with “One hundred year floodplain.” Subd. 160161. Specialized care facilities. “Specialized care facilities” means any facility where the primary function is the provision, on a continuing basis, of nursing services and health-related services for treatment and in-patient care, such as nursing homes, assisted living facilities, memory care facilities, housing with services establishments, and hospices. This does not include senior housing or the residence of any individual who cares for another family member. Subd. 161162. Start of construction. “Start of construction” means in relation to the floodplain overlay district, start of construction includes substantial improvement, and means the actual start of construction, repair, reconstruction, rehabilitation, addition, placement, or other improvement that occurred before the permit’s expiration date. The actual start is either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a foundation. Permanent construction does not include: land preparation, such as clearing, grading and filling; nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, foundations, or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main building. For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building. Subd. 162163. Stealth. “Stealth” means any telecommunications facility which is designed to blend into the surrounding environment. Examples of stealth facilities include architecturally screened roof- mounted antennas, antennas integrated into architectural elements, and telecommunications towers designed to look other than a tower such as light poles, power poles, and trees. Subd. 163164. Street. “Street” means a public right-of-way greater than 30 feet in width platted or dedicated for the purpose of accommodating vehicular traffic or providing principal access to abutting property. An alley is not a street. Subd. 164165. Structure. “Structure” means anything constructed or erected on or connected to the ground, whether temporary or permanent in character. Subd. 165166. Subdivision. “Subdivision” means as a verb, the term means the process of separating a parcel of land for the purpose of building or conveyance including the division of previously subdivided property. As a noun, the term means the product resulting from the separation of a parcel into two or more parcels. The term also includes the activity regulated by Minnesota Statutes, chapters 515, 515A, and 515B. 6.3 24 Subd. 166167. Substantial damage. “Substantial damage” means in relation to the floodplain overlay district damage of any origin sustained by a structure where the cost of restoring the structure to it’s before-damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred. Subd. 167168. Substantial improvement. “Substantial improvement” means in relation to the floodplain overlay district within any consecutive 365-day period, any reconstruction, rehabilitation (including normal maintenance and repair), repair after damage, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the “start of construction” of the improvement. This term includes structures that have incurred “substantial damage,” regardless of the actual repair work performed. The term does not, however, include either: (a) Any project for improvement of a structure to correct existing violations of state or local health, sanitary, or safety code specifications which have been identified by the local code enforcement official and which are the minimum necessary to assure safe living conditions. (b) Any alteration of a “historic structure,” provided that the alteration will not preclude the structure’s continued designation as a “historic structure.” For the purpose of this subsection, “historic structure” is as defined in 44 Code of Federal Regulations, Part 59.1. Subd. 168169. Survey, certified. “Survey, certified” means a scaled drawing prepared by a registered land surveyor of a property indicating the location and dimensions of property lines, and if appropriate the location and dimensions of existing and proposed buildings. A survey typically depicts a parcel’s legal description and may also show additional information such as topographic data and the location of recorded easements. Subd. 169170. Telecommunications facilities. “Telecommunications facilities” means any cables, wires, lines, wave guides, antennas and any other equipment or facilities associated with the transmission or reception of communications which a person seeks to locate or has installed upon or near a tower or antenna support structure. However, the term “telecommunications facilities” shall not include any satellite earth station antenna one meter or less in diameter, or any satellite earth station antenna two meters in diameter or less which is located in an area zoned industrial or commercial. This term does not include wireless facilities, which are separately defined under this UDC. Subd. 170171. Telecommunications tower or tower. “Telecommunications tower or tower” means a self-supporting lattice, guyed, or monopole structure constructed from grade whose principal use is to support telecommunications facilities. The term tower shall not include amateur radio operations equipment licensed by the Federal Communications Commission (FCC). This term does not include wireless facilities or wireless support structures, which are separately defined under this UDC. Subd. 171172. Theater, indoor. “Theater, indoor” means a building or part of a building devoted to showing motion pictures, or for dramatic, dance, musical, or other live performances. Subd. 172173. Useable open space. “Useable open space” means a required ground area or terrace area on a lot which is graded, developed, landscaped, and equipped and intended and maintained for either active or passive recreation or both, which is available and accessible to and useable by all persons occupying a dwelling or rooming unit on the lot and their guests. Such areas shall be grassed and landscaped or covered only for recreational purpose. Roofs, driveways and parking areas shall not constitute useable open space. Subd. 173 174 Use, accessory. “Use, accessory” means a use which: (a) Is subordinate to and serves a principal building or principal use; 6.3 25 (b) Is subordinate in area, extent, and purpose to the principal structure or principal use as served; and (c) Is located on the same lot as the principal structure or principal use served and except as otherwise expressly authorized by the provisions of this UDC. Subd. 174175. Use, conditional. “Use, conditional” means a use that would not be appropriate generally or without restriction throughout the zoning district but which, if controlled as to number, area, location, or relation to the neighborhood, would not be detrimental to public health, safety, or general welfare. Subd. 175176. Use, permitted. “Use, permitted” means a use which may be lawfully established in a particular district or districts, provided it conforms with all requirements, including development standards, of such districts. Subd. 176177. Use, principal. “Use, principal” means the main use of land or buildings as distinguished from subordinate or accessory uses. A principal use may be permitted or conditional. Subd. 177178. Use, temporary. “Use, temporary” means a use that may be permitted for a specified period of time. Subd. 178179. Variance. “Variance” means an approval issued by the city council waiving the application of one or more provisions of this UDC with respect to a particular property in instances where the applicant demonstrates that there are practical difficulties in strictly complying with the requirements of this UDC because of circumstances unique to the property that were not caused by the applicant. Subd. 179180. Vehicle, boat or recreational sales and rental. “Vehicle, boat or recreational sales and rental” means facilities where new or used vehicles, boats, or recreational vehicles, in operational condition, are sold, leased, or rented to customers. Subd. 180181. Vehicle fuel stations. “Vehicle fuel stations” means a facility for the retail sale of unleaded or diesel gasoline. A vehicle fuel station may include a convenience store or general repair and maintenance of vehicles, such as muffler repair, oil change and lubrication, or tire service and sales. Subd. 181182. Vehicle impound lot. “Vehicle impound lot” means a parcel of land used for the outdoor storage of impounded vehicles, including impounded recreational vehicles. Commercial truck storage or parking, as defined in this UDC, is not a vehicle impound lot. Subd. 182183. Vehicle repair. “Vehicle repair” means the general repair and maintenance of vehicles such as oil changes, muffler repair, tire service and sales, or more substantial work such as body and fender work, upholstering, and replacement of parts. Sub. 183184. Volume management. “Volume management” means the retention and abstraction of a certain volume of stormwater runoff onsite through techniques such as infiltration, evapotranspiration, and capture and reuse. Subd. 184185. Wetlands. “Wetlands” means lands transitional between terrestrial and aquatic systems where the water table is usually at or near the surface or the land is covered by shallow water. For purposes of this definition, wetlands shall have the following attributes: (a) A predominance of hydric soils; 6.3 26 (b) Are inundated or saturated by surface or ground water at a frequency and duration sufficient to support a prevalence of hydrophytic vegetation typically adapted for life in saturated soil conditions; and (c) Under normal circumstances, support a prevalence of such vegetation. Subd. 185186. Wireless facilities. “Wireless facility” has the meaning given in Minnesota Statutes, section 237.162, subdivision 13. Subd. 186187. Wireless support structures. “Wireless Support Structure” has the meaning given in Minnesota Statutes, section 237.162, subdivision 16. Subd. 187188. Workshop. “Workshop” means an accessory residential use for the creation of individually crafted artwork, jewelry, furniture, sculpture, pottery, leathercraft, hand-woven articles, and related items. A workshop may be either an accessory use within the principal building or may be an accessory building on the property. Subd. 188189. Yard. “Yard” means the horizontal distance between the principal structure and a lot line, as measured perpendicular to the lot line. Eaves are not to be considered part of the principal structure for the purpose of determining the location or extent of a yard. Figure 5: Illustration showing yard locations Subd. 189190. Yard, front. “Yard, front” means the horizontal distance between the principal structure and the front lot line, extending across the full width of the lot (see figure 5). Subd. 190191. Yard, rear. “Yard, rear” means the horizontal distance between the principal structure and the rear lot line, extending across the full width of the lot (see figure 5). Subd. 191192. Yard, side. “Yard, side” means the horizontal distance between the principal structure and the side lot line, extending from the front yard to the rear yard (see figure 5). Subd. 192193. Yard, corner side. “Yard, corner side” means the horizontal distance between the principal structure and the corner side lot line, extending from the front yard to the rear yard (see figure 5). 6.3 48 (a) Purpose. The purpose of the R-3 High density residential district is to provide for multiple family buildings and directly related, complimentary uses, together with limited commercial uses as provided herein. In accordance with the comprehensive plan, densities are to be no less than 16 and no more than 40 dwellings per gross acre. As part of the approval process for a particular development, the city council may set the maximum density at a specific figure within the range established by the comprehensive plan, depending on the character of the surrounding area and the potential for negative impacts on the community. (b) Site development standards. Such standards shall be those provided in the Crystal city code, subsection 520.03 for the site development standards that apply to the R3 district. (c) Other development standards. In addition to the standards established for the R3 district in this section, all development shall be subject to all other applicable standards as provided in the Crystal city code, section 520. Subd. 4. C Commercial district. (a) Purpose. The purpose of the C-Commercial district is to provide for commercial and service activities which draw from and serve customers from the entire community. Motor vehicle- oriented uses shall be limited to certain designated corridors. Regulations shall protect those residential uses near commercial uses from negative impacts. (b) Site development standards. Such standards shall be those provided in the Crystal city code, subsection 520.03 for the site development standards that apply to the Commercial district. (c) Other development standards. In addition to the standards established for the Commercial district in this section, all development shall be subject to all other applicable standards as provided in the Crystal city code, section 520. Subd. 5. Town Center Core District (a) Purpose. The purpose of the TC – Town Center Core district is to accommodate walkable, mixed-use development enhancing the public realm such as parks and streets. Shops mix with multiple-family dwellings and employment, buildings frame the street and face Becker Park, and local multi-modal streets balance the needs of all users. (b) Applicability. Existing nonconformities may continue or redevelop as allowed by the Crystal city code, subsection 515.29. Notwithstanding those regulations, it is the city’s desire that redevelopment of properties within the TC district adhere to the planned land use designations of the comprehensive plan and to the requirements of this subsection. The requirements of subsections (d) and (e) of this subdivision are only applicable to new buildings constructed after the effective date of this UDC. (b) Uses. Principal permitted uses are shown in Table 3 of the Crystal city code, subsection 515.17. Multiple principal uses within a single parcel or building are permitted in the TC district. (c) Densities. Residential densities are as shown in Table 7 of the Crystal city code, subsection 520.03. (d) Site development standards. In addition to the following standards established for the TC district, all development shall be subject to applicable standards as provided in Crystal city code, section 520. The TC district also includes specific standards for building placement, height, and facades in order to encourage development that enhances walkability and the 6.3 50 Figure 7: Illustration of required building street frontages (2) Building height. Maximum building height requirements are shown in Crystal city code, subsection 520.03. (i) The following are additional height requirements. (a) Story height. Stories above the ground floor are limited to 12 feet in height. Stories are measured from finished floor to finished ceiling. (b) Ground floor height. If the ground floor has a non-residential use, the Ground ground floor height shall be no less than 12 feet in height, but not more than 20 feet. Ground floor height above 20 feet counts as an additional story. (c) Shadow effects study. If a proposed building is located within 75 feet of the property line of a residential use, the applicant shall submit a shadow effect study to determine any negative shadow impacts to those uses. If negative impacts are determined, the city may require design techniques to mitigate the impacts, such as reducing the height of the building, relocating or reorienting the building within the site, reducing building mass, or stepping-back a portion of the building. (d) Proximity to Crystal Airport. Buildings shall comply with Crystal city code, subsection 520.01, subdivision 5(c) for construction near the Crystal Airport. (ii) Exceed height limitations. The city may, in its discretion, allow buildings to be constructed to a height of eight stories or 100 feet, whichever is less, upon consideration of the following factors. (a) Shadow effects. Shadow effects from the taller building will not have significant negative impacts on neighboring properties. A shadow effects study may be required by the city to document these impacts. (b) Building massing. The dimensions of the taller building are not disproportionately larger than neighboring buildings. 6.3 51 (c) Views. The taller building will not have significant negative impacts to the views of Becker Park by neighboring properties. (3) Building facades. Building facades shall meet the following requirements. (i) Building articulation. Buildings exceeding 50 feet in width along a street shall incorporate articulation in street-facing facades to break down the scale of large buildings and create visual interest. Techniques to incorporate articulation include stepping back or extending forward a portion of the façade, using different textures or contrasting but compatible materials, dividing the building into storefronts with separate display windows and entrances, use of awnings, balconies, or similar ornamental features, or varying the roofline to reinforce the articulation of the primary façade (see Figure 8). Figure 8: Illustration of techniques used to break down the scale of large buildings (ii) Facades facing Becker Park. For those buildings having facades facing Becker Park, the façade facing the park shall be of similar or compatible quality, design and materials as the primary building façade. (iii) Façade glazing. Façade glazing for buildings at the street frontages shall meet the following minimum requirements. (a) Minimum area requirements. Non-residential floors The first floor shall have a minimum glazing of 50 percent and residential floors upper floors shall have a minimum glazing of 30 percent. (b) Tinted and reflective glass are prohibited. (c) At least 30 percent of the façade glazing area shall remain free of signage or other opaque materials. (iv) Prohibited. Satellite dishes and heating, ventilation, and air conditioning equipment (HVAC), except for wall vents, are not permitted on the primary building façade. (v) Building entries. 6.3 52 (a) Primary building entry. A functioning primary building entry shall be provided on the primary building façade. This entry shall be clearly defined by means of a canopy, portico, recess, or similar architectural elements (see Figure 9). Figure 9: Illustration of clearly defined building entries (b) Secondary building entry. A functioning secondary building entry shall be provided on the primary building façade for buildings exceeding 60 feet in width. (4) New street or pedestrian locations. To create better connected streets when redevelopment occurs in the TC district, new streets or pedestrian connections shall be constructed in the locations shown in Figure 10. If the street is not a public street, a mutual access agreement will be required by the city to ensure public access in the same manner as a public street. The city will consider alternate street or pedestrian connection locations that achieve this intent. Figure 10: Hypothetical Location location of new street or pedestrian connections in the TC district Subd. 6. I Industrial District. 6.3 71 (c) Building design. All new buildings within the TC-PD district shall adhere to the TC district site development standards for building placement, height and facades in the Crystal city code, subsection 515.05, subdivision 5. (d) Parking. The development shall provide parking according to the requirements in the Crystal city code, subsection 520.15, subdivision 6. If the applicant desires to alter the number of required parking spaces through the TC-PD approval process, the following information shall be submitted: (1) Number of customers, patients, visitors, residents, or other patrons of the proposed use. Information shall also be included detailing the expected parking behavior of these people (i.e., how long a customer may be at the facility); (2) Number of full-time and part-time employees; (3) Number and approximate timing of deliveries; and (4) Such other information as may be requested by the city to determine that sufficient parking is provided for the proposed use. (e) Minimum green space. The minimum green space requirement in the TC-PD district is the same as the TC district. (f) New street or pedestrian locations. To create better connected streets when redevelopment occurs in the TC-PD district, new streets or pedestrian connections shall be constructed in the locations shown in Figure 11. If the street is not a public street, a mutual access agreement will be required by the city to ensure public access in the same manner as a public street. The city will consider alternate street or pedestrian connection locations that achieve this intent. 6.3 72 Figure 11: Hypothetical Location location of new street or pedestrian connections in the TC-PD district (g) Other development standards. In addition to the standards established for the TC-PD district in this section, all development shall be subject to all other applicable standards as provided in the Crystal city code, section 520. Subd. 5. Amendments to the PD overlay district. An approved site plan for a PD overlay district may only be amended upon the classification and review of the proposed amendment as provided in this subsection. (a) Minor Amendments. (1) Minor amendments shall include changes in the site design of the applicable property that do not affect neighborhood compatibility or the public health, safety or welfare, and that do not violate any of the provisions of this UDC or the conditions attached to approval of the site plan. (2) Minor amendments are subject to a Type 1 review procedure. (3) The zoning administrator may determine that a proposed minor amendment qualifies as a major amendment, requiring a Type 2 review procedure as provided in subdivision 4 of this subsection. (b) Major Amendments. Major amendments shall include all changes that are not classified as minor amendments above and shall be subject to a Type 2 review procedure. A major amendment may include: (1) A substantial alteration of the location of buildings, parking areas or roads; (2) An increase or decrease in the number of residential dwelling units by more than five percent; (3) An increase of the gross floor area of non-residential buildings by more than five percent or an increase of the gross floor area of any individual building by more than ten percent; (4) An increase in the number of stories of any building; (5) A decrease in the amount of open space by more than five percent or an alteration which changes its original design or intended use; or (6) The creation of non-compliance with any special condition attached to the approval of the site plan. 515.15. Reserved. 515.17. Permitted principal uses. 6.3 74 Table 3: Permitted Principal Uses Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Use-Specific Standards in Section: R-1 R-2 R-3 C TC I AP Residential Use Category Bed and Breakfast Establishments C C C - - - - 515.19, subdivision 2 (a) Dwellings, Multiple Family - P P - P - - 515.19, subdivision 2 (b) Dwelling, One-Family, Attached - P P - -P - - 515.19, subdivision 2 (c) Dwelling, One-Family, Detached P P - - - - - 515.19, subdivision 2 (d) Dwellings, Two-Family P P P - - - - Group Living Use Category Specialized Care Facilities (1-6 persons) [1] P P P P - _ - 515.19, subdivision 3 (a) Specialized Care Facilities (7 or more persons) [1] - C C P - - - 515.19, subdivision 3 (a) Commercial Use Category Airport Facilities - - - - - - P 515.19, subdivision 4 (a) Animal Hospital/Veterinary Clinics [1] - - - P P P - 515.19, subdivision 4 (b) Banks or Financial Institutions - - - P P - - Banquet Halls or Event Centers - - - C - C - Brewer Taprooms, Brewpubs or Microdistillery - - - P P P - 1200 Clubs or Lodges - - - P P P - Convenience Stores - - - P P - - Day Care Facilities, Adult C C C P _ P - 515.19, subdivision 4 (c) Day Care Facilities, Group Family P P P - - - - Funeral Homes - - - P - - - Greenhouses, Garden and Landscaping Sales and Service - - - P - P - 6.3 75 Table 3: Permitted Principal Uses Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Use-Specific Standards in Section: R-1 R-2 R-3 C TC I AP Hotel, Motel, Extended Stay Establishments - - - P P P - 515.19, subdivision 4 (d) Kennels, Commercial [2] - - - P - P - 515.19, subdivision 4 (e) Offices, Professional - C C P P P P 515.19, subdivision 4 (f) Parking Ramps or Structures - - - P P P P 515.19, subdivision 4 (g) Personal Services [3] - C C P P P 515.19, subdivision 4 (h) Restaurants or Eating Establishments [4] - C C P P P - 515.19, subdivision 4 (i) Retail Establishments [5] - C C P P P - 515.19, subdivision 4 (ji) Theater, Indoor - - - P P - - Vehicle Repair - - - C - P - 515.19, subdivision 4 (kj) Vehicle, Boat or Recreational Sales or Rental - - - P - P - 515.19, subdivision 4 (lk) Vehicle Fuel Sales - - - P - - - 515.19, subdivision 4 (ml) Vehicle Wash or Detailing - - - C - C - 515.19, subdivision 4 (nm) Industrial, Manufacturing, Research and Wholesale Use Category Building Materials Sales - - - - - P - Bulk Storage of Liquids - - - P - P P 515.19, subdivision 5 (a) Industrial Uses (Indoors) - - - - - P - Industrial Or Commercial Uses with Outdoor Storage of Parts, Products, or Fuels - - - - - P - 515.19, subdivision 5 (b) Self Storage Facilities - - - - - P - Warehouse - - - - - P P Vehicle Impound Lot - - - - - C - 515.19, subdivision 5 (c) Public Facilities, Telecommunication and Utilities Use Category Essential Services P P P P P P P 6.3 76 Table 3: Permitted Principal Uses Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Use-Specific Standards in Section: R-1 R-2 R-3 C TC I AP Public utility buildings C C C C - C P 515.19, subdivision 6 (a) Telecommunications Towers C C C C - P P 515.19, subdivision 6 (b) Wireless support structures C P P P - P P 515.19, subdivision 6 (c) Public, Institutional and Recreational Use Category Cemeteries C C C - - - - Hospitals - C C P - P - 515.19, subdivision 7 (a) Private Recreational Facilities, Indoor C C C P - P - Private Recreational Facilities, Outdoor - - - C - C - Public Parks and Playgrounds P P P - P - - Public or Semi-Public Buildings C C C C - C - 515.19, subdivision 7 (b) Religious Institutions C C C C - C - 515.19, subdivision 7 (c) Schools, Elementary or Secondary C C C C - C - 515.19, subdivision 7 (d) Schools, Nursery or Preschool C C C C -C C - 515.19, subdivision 7 (e) Schools, Trade or Business - C C P - P - 515.19, subdivision 7 (f) Notes: 1. If a provision in Minnesota statute or rule expressly requires a city to allow a specialized care facility as a permitted or conditional use within a residential district, the use shall be allowed as provided in law up to the number of people indicated in the particular statute or rule, unless a larger number is allowed in the district under this UDC. 2. Outdoor facilities may be permitted with a conditional use permit 3. A plant may be allowed as part of a dry cleaning establishment with a conditional use permit 4. On-sale liquor, wine, or beer may be allowed to a greater extent than the permitted use with a conditional use permit. 5. Outdoor repair may be permitted with a conditional use permit. 515.19. Use-specific standards for principal uses. 6.3 78 Figure 12: Illustration of rowhouses or townhouses in the TC-PD district (3) In the TC district one-family attached dwellings are only allowed when constructed as an integral part of a multiple-family dwelling development (apartment building). (d) One-family detached dwellings. In the R-1 district, a second kitchen is allowed within a one- family detached dwelling, if there is interior and unfettered access from all parts of the dwelling to both kitchens and the property is not addressed or in any other way configured or represented as a two family dwelling. Subd. 3. Group living use category. (a)Specialized care facilities. Specialized care facilities are subject to the following standards: (1)The facility is served by streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility; and (2)Drive-through facilities are specifically prohibited. Subd. 4. Commercial use category. (a)Airport facilities. Airport facilities are subject to the following standards: (1)Adequate controls, such as fencing, shall be provided to prevent unauthorized access onto airport property; (2)Buildings and uses shall be subordinate to the operation of the Crystal Airport; and (3)Buildings or structures shall comply with all federal and state statutes, regulations, rules, laws, restrictions, guidance and directives and Metropolitan Airports Commission rules and regulations concerning aeronautical safety and operation within the Crystal Airport and runway protection zones. (b)Animal hospitals/veterinary clinics. Except in the TC district, outdoor facilities, such as dog kennels or runs, are allowed with a conditional use permit and are subject to the following standards: (1)Such use shall be incidental to the animal hospital use and used for the short-term boarding of animals; and (2)The applicant has demonstrated that the outdoor facility will not negatively impact neighboring properties through the use of screening or buffering. 6.3 80 (iv) Upper floors of the structure shall be designed and detailed in a manner consistent with adjacent buildings. (h) Personal Services. Within the TC district, space for personal services is limited to 15,000 gross square feet per floor. Additional square footage may be allowed with a conditional use permit, not to exceed a building footprint of 20,000 square feet. (i) Restaurants or eating establishments. On-sale liquor, wine or beer is allowed, but shall occupy no more than 30% of the total floor area of the establishment. This limit may be exceeded with a conditional use permit provided that the facility is served by arterial, collector or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility (j)(i) Retail establishments. Retail establishments are subject to the following standards: (1) Repair is allowed for a retail establishment, but a conditional use permit is required if the repair is done outdoors. The applicant shall demonstrate that such outdoor repair will not negatively impact neighboring properties; (2) Within the TC district, retail space is limited to 15,000 gross square feet per floor. Additional square footage may be allowed with a conditional use permit, not to exceed a building footprint of 20,000 square feet; (3) Within the Commercial district, retail establishments may have up to 50% of the gross floor area as storage or warehouse space; and (4) Within the Industrial district, retail establishments are limited to 50% of the gross floor area of the principal use. (k)(j) Vehicle repair. Vehicle repair is subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (ii) West Broadway between Corvallis Avenue and 56th Avenue North; or (iii) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; and (2) There is no outdoor parking or storage of vehicles that are to be worked on, are being worked on, or have been worked on. (l)(k) Vehicle, boat, or recreational sales or rental. Vehicle, boat, or recreational sales or rental is subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (ii) Lakeland Avenue between Lombardy Lane and the north lot line of Lot 1, Block 1, Storm’s 1st Addition, said distance approximately 368 feet; 6.3 81 (iii) West Broadway between Corvallis Avenue and 56th Avenue North; or (iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; (2) There is no outdoor parking or storage of inoperable, unlicensed, abandoned or junk vehicles; and (3) No vehicle or equipment shall exceed 32 feet in length. (m)(l) Vehicle fuel sales. Vehicle fuel sales are subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Douglas Drive between 27th Avenue North and a point 660 feet north of 27th Avenue North; (ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (iii) West Broadway between Corvallis Avenue and 56th Avenue North; or (iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; or (v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline of Regent Avenue North; (2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic in the public right-of-way; and (3) If the property is adjacent to one or two residential family dwellings, the vehicle fuel sales businesses shall be closed between the hours of midnight and 5 a.m. (n)(m) Vehicle wash or detailing. Vehicle wash or detailing establishments are subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Douglas Drive between 27th Avenue North and a point 660 feet north of 27th Avenue North; (ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (iii) West Broadway between Corvallis Avenue and 56th Avenue North; (iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; or (v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline of Regent Avenue North; and (2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic in the public right-of-way. 6.3 92 Table 4: Permitted Accessory Uses and Structures Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Zoning Certificate Required Use-Specific Standards in Subsection: R-1 R-2 R-3 C TC IAP Accessory Uses Assembly or gathering space - - - P P P - No 515.23, subdivision 2 (a) Day Care Facilities, In home P P P - P - - No Drive-through facilities - - - C - - - Not Applicable 515.23, subdivision 2 (b) Home Businesses P P P - P - - No 515.23, subdivision 2 (c) Keeping of Chickens P P - - - - - No 910 Kennels, Commercial P - - - - - - No 515.23, subdivision 2 (d) Kennels, Multiple Animal P P P - - - - No 515.23, subdivision 2 (e) Accessory Structures Accessibility ramps P P P P P P P No 515.23, subdivision 3 (a) Accessory dwelling units P P - - - - - Yes 515.23, subdivision 3(b) Amateur radio towers P P P - - - P No 515.23, subdivision 3(c) Balconies - P P - P - - No 515.23, subdivision 3 (d) Carports P P - - - - - No 515.23, subdivision 3(h) Clothesline poles P P - - - - - No 515.23, subdivision 3(e) Commercial storage buildings - - - C - P P See Note [1] 515.23, subdivision 3(f) Fences and walls P P P P P [2] P P No 520.09 Flagpoles P P P P P P P No Fuel pumps, private use - - - P - P P No 515.23, subdivision 3 (g) Garages, attached or detached P P P P - P P No 515.23, subdivision 3(h) Gazebos P P P - - - - No 515.23, subdivision 3(i) Mechanical equipment P P P P P P P 520.13 Micro dwelling units C C C C - C - Not Applicable 515.23, subdivision 3 (j) Noncommercial greenhouses P P - - - - - No 515.23, subdivision 3(jk) Off-street parking and loading [3] P P P P P P P Yes 520.15 Patios, decks, and porches P P P P P - - No 515.23, subdivision 3 (kl) Sheds P P P P - P P No 515.23, subdivision 3(lm) Sidewalks P P P P P P P No 515.23, subdivision 3(mn) Signs, Permanent P P P P P P P Not Applicable 530 6.3 93 515.23. Use-specific standards for accessory uses and structures. Subd. 1. Purpose and applicability. (a) This subsection provides site planning and/or operating standards for certain land uses or structures that are permitted or conditionally permitted in Table 4. (b) The land uses and structures covered by this subsection shall comply with the applicable standards for the specific use in all districts unless otherwise specified, in addition to all other applicable provisions of this UDC. Subd. 2. Accessory uses. (a) Assembly or gathering space. Adequate parking shall be provided for both the assembly or gathering space and the principal use on the property. (b) Drive-through facilities. Drive-through facilities are subject to the following standards: (1) The establishment is served by arterial, collector, or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility. The city council may require the applicant to provide a traffic study prepared by a professional engineer for the proposed use, and may base its findings of fact on said study Table 4: Permitted Accessory Uses and Structures Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Zoning Certificate Required Use-Specific Standards in Subsection: R-1 R-2 R-3 C TC I AP Solar energy systems P P P P P P P No 515.23, subdivision 3(no) Swimming pools, hot tubs, and spas P P P P P - - No 515.23, subdivision 3(op) Television and radio antennae P P P P P P P No 515.23, subdivision 3(pq) Tennis and other recreational courts P P P - - - - No 515.23, subdivision 3(qr) Treehouses P P - - - - - No 515.23, subdivision 3(rs) Waste container enclosures P P P P P P P No 520.13, subd. 4 (a) Workshops P P - - - - - No 515.23, subdivision 3(st) Notes: 1. A zoning certificate is only required for commercial storage buildings in the Industrial and Airport zoning districts. 2. Except for outdoor play areas for nursery or preschools, Fences fences are not allowed in the TC district. 3. Parking lots are not allowed for one or two family dwellings. Loading spaces are not allowed in residential districts or the TC district. 6.3 97 (5) The architectural style is compatible with the principal building and surrounding land uses. Exterior building design and materials shall comply with the provisions as provided in the Crystal city code, subsection 520.05; and (6) The use will not conflict with the character of development intended for the zoning district. (g) Fuel pumps, private use. Private fuel pumps for use by commercial businesses are allowed, provided that the current business, or its successor business, only uses the fuel pumps for its vehicles and equipment and does not allow them to be used by the general public. For the purposes of this UDC, private fuel pumps do not include those fuel pumps in use by a vehicle fuel sales business as allowed in Table 3. (h) Garages and carports, detached. Detached garages and carports are subject to the following standards: (1) For one and two family dwellings, the cumulative area of all detached accessory buildings on the property shall not exceed the finished floor area of the residential portion of the principal building; (2) For multiple family dwellings, detached garages shall be designed to meet the minimum number of required parking spaces and required setbacks. To the extent practicable, garages shall be located to the side or rear of the building; and (3) Garages and carports shall not be constructed of the following materials: fabric, canvas, concrete block, cloth, plastic sheets, tarps, unfinished or corrugated metal, exposed plywood, particle board, or similar materials. (i) Gazebos. Gazebos are subject to the following standards: (1) The cumulative area of all detached accessory buildings on the property shall not exceed the finished floor area of the residential portion of the principal building; and (2) Gazebos shall not be constructed of the following materials: fabric, canvas, concrete block, cloth, plastic sheets, tarps, unfinished or corrugated metal, exposed plywood, particle board, or similar materials. (i) Micro unit dwellings. Micro unit dwellings are subject to the following standards: (1) Each unit shall not exceed a gross floor area of 400 square feet; (2) Micro unit dwelling shall be constructed as to be compatible in composition, appearance, and durability with the exterior materials of the principal building of the religious institution; (3) The residents of each dwelling unit shall have access to water and electric utilities either by connecting the units to utilities serving the principal building of the religious institution or by providing residents access to permanent common kitchen facilities and common facilities for toilet, bathing, and laundry within the principal building. (4) An application for a conditional use permit shall contain a written plan approved by the religious institution’s governing board that outlines the information in Minnesota Statutes, section 327.30, subdivision 3 (b). 6.3 98 (5) For any city-approved micro dwelling unit, the religious institution shall annually certify to the city that it has complied with the eligibility requirements for residents in Minnesota Statutes, section 327.30, subdivision 1. (j) Noncommercial greenhouses. Noncommercial greenhouses are subject to the following standards: (1) Shall be located in the rear yard; (2) Shall be limited to one per property; and (3) The cumulative area of all detached accessory buildings on the property shall not exceed the finished floor area of the residential portion of the principal building. (k) Patios, decks and porches. Within the TC district, porches and decks are not permitted. (l) Sheds. Sheds are subject to the following standards: (1) The cumulative area of all detached accessory buildings on the property shall not exceed the finished floor area of the residential portion of the principal building; and (2) Sheds shall not be constructed of the following materials: fabric, canvas, concrete block, cloth, plastic sheets, tarps, unfinished or corrugated metal, exposed plywood, particle board, or similar materials. (m) Sidewalks. Sidewalks are subject to the following standards: (1) Sidewalks on private property for one and two family dwellings shall be no more than four feet in width; (2) Sidewalks open for use by the general public, such as for multiple family dwellings, institutional, or commercial uses, shall comply with the width requirements of the Americans with Disabilities Act and with the requirements in the Crystal city code, chapter VIII; and (3) Within the TC and TC-PD districts when properties are redeveloped, sidewalks shall be installed along all existing and proposed street frontages to a minimum width of six feet. (n) Solar energy systems. Solar energy systems are subject to the following standards: (1) Visibility. (i) Building-mounted solar energy systems shall be designed to be flush- mounted with the roof when facing a public right-of-ways other than an alley. (ii) Building-integrated photovoltaic systems shall be allowed regardless of visibility, provided the building component in which the system is integrated meets all required setback or other standards for the district in which the building is located. (2) Feeder lines. Any electric lines accompanying a solar energy system, other than those attached to on- site structures by leads, shall be buried within the subject parcel; and 6.3 101 Table 5: Permitted Temporary Uses and Structures Use Category and Use Type P = Permitted Use - = Not Permitted Base Zoning Districts R-1 R-2 R-3 C TC I AP Allowable Duration (per site) Permit Required Use-Specific Standards in Section: Construction Dumpster P P P P P P P No more than three consecutive months in any 12-month period See city code section 605 515.27, subdivision 2; 605 Garage/Yard Sales P P P - - - - Maximum of three consecutive days, four times per calendar year per site No 515.27, subdivision 3 Outdoor dining [1] P P P P P P P 270 days per site per calendar year Zoning Certificate (Type 1 Review) [2] 515.27, subdivision 4 Outdoor sales [1] - - - P P P - 180 270 days per site per calendar year Zoning Certificate (Type 1 Review) 515.27, subdivision 5 Portable Storage Container P P P P - P P 60 days per site per calendar year No 515.27, subdivision 6 Signs, Temporary P P P P P P P See section 530 Sign Permit 530 Notes: 1. Outdoor seating for cafes or restaurants or outdoor sales areas for retail establishments that exceed the temporary use duration time limits may be permitted as a permanent use with would require a conditional use permit. 2. A zoning certificate is not required for a mobile food unit. 515.27. Use-specific standards for temporary uses and structures. Subd. 1. Purpose and applicability. (a) This subsection provides site planning and/or operating standards for certain land uses that are permitted in Table 5. (b) The land uses and activities covered by this subsection shall comply with the applicable standards for the specific use in all districts unless otherwise specified, in addition to all other applicable provisions of this UDC. Subd. 2. Construction dumpsters. Construction dumpsters are subject to the following standards: 6.3 114 Table 7: Zoning District Site Development Standards for Principal Buildings R1 R2 R3 Commercial TC Industrial AP Side 5 feet 15 10 feet 15 feet 10 feet 0 foot minimum 10 feet 200’ from resi- dential use Rear 30 feet 30 feet 30 feet 10 feet 3 5 foot minimum 10 feet 200’ from resi- dential use Corner Side 10 feet [2] 30 feet 30 feet 15 10 feet 2 foot minimum 12 foot maximum 15 10 feet 200’ from resi- dential use Number of Principal Buildings Maximum number of principal buildings per property One One One One Not Applicable One Not Appli- cable Minimum Lot Area One-family Detached Dwelling 6,000 SF 6,000 SF Not Applicable Not Applicable Not Applicable Not Applicable Not Appli- cable Two-Family Dwelling 10,000 SF 10,000 SF 10,000 SF Not Applicable Not Applicable Not Applicable Not Appli- cable Other Residential Uses Not Applicable 10,000 SF 20,000 SF Not Applicable Not Applicable Not Applicable Not Appli- cable Non-Residential Uses [3] Not Applicable Not Applicable Not Applicable 20,000 SF Not Applicable 20,000 SF Not Appli- cable Minimum Lot Depth One-family Detached Dwelling 100 feet 100 feet 100 feet Not Applicable Not Applicable Not Applicable Not Appli- cable Two-Family Dwelling 100 feet 100 feet 100 feet Not Applicable Not Applicable Not Applicable Not Appli- cable Other Residential Uses Not Applicable 100 feet 100 feet Not Applicable Not Applicable Not Applicable Not Appli- cable Non-Residential Uses [3] 100 feet 100 feet 100 feet 120 feet Not Applicable 120 feet Not Appli- cable Minimum Lot Width 6.3 119 Table 8: Zoning District Site Development Standards for Accessory Structures Accessory Structure Type R1 R2 R3 Commercial TC Industrial AP Micro-unit dwellings 30 feet from a property line along a public street 10 feet from any other property line 30 feet from a property line along a public street 10 feet from any other property line 30 feet from a property line along a public street 10 feet from any other property line 30 feet from a property line along a public street 10 feet from any other property line Not Applicable 30 feet from a property line along a public street 10 feet from any other property line Not Applic able Noncommercial greenhouses Front: 30 feet, but cannot be closer to the street than the principal building Side: 3 feet Rear: 3 feet Corner side: 10 feet Front: 30 feet, but cannot be closer to the street than the principal building Side: 3 feet Rear: 3 feet Corner side: 10 feet Not Applicable Not Applicable Not Applicable Not Applicable Not Appli- cable Patios Front: 30 feet Side: 1 foot Rear: 1 foot Corner side: 10 feet Front: 30 feet Side: 1 foot Rear: 1 foot Corner side: 10 feet Front: 30 feet Side: 5 feet Rear: 3 feet Corner side: 30 feet Front: 30 feet Side: 10 feet Rear: 3 feet Corner side: 30 feet Not Applicable Not Applicable Not Appli- cable 6.3 125 Figure 18: Fence location on corner residential lot (principal building facing longer side) (3)Fences in non-residential districts. Fences in non-residential districts, including the TC- PD district, shall comply with the following: (i)For interior lots, fences shall not be taller than 4.5 feet in the front yard and 8.5 feet in the side or rear yard; and (ii)For corner lots, fence height is determined in the same manner as for corner residential lots (see Figures 17 and 18), except that the maximum height shall be 8.5 feet where a 6.5 feet fence is allowed. (iii)Fence height in front or corner side yards may exceed 4.5 feet in height up to a maximum of 8.5 feet if the fence is used as screening as allowed in the Crystal city code, subsection 520.13. (b)Locational requirements. (1)Fences may be located within a drainage and utility easement in side and rear yards. Where such fences are installed, the city will not be responsible for repairing or replacing the fence if work is done in the easement. (2)Fences shall comply with the site distance triangle requirements as provided in the Crystal city code, chapter VIII. (3)All fences, including footings, shall be located entirely upon the property where the fence is located. It is the property owner’s responsibility to locate property lines prior to installing a fence. (c)Design and maintenance requirements. (1)Barbed wire, razor wire, concertina, dannert, and above-ground electrical fences are prohibited. In the TC and TC-PD district chain-link fences are also prohibited. (2)Fences taller than four feet shall either have underground posts at least ½ of the height of the fence or underground posts at least 18 inches in depth that are completely encased in concrete. 6.3 127 (b)Landscaping that is in compliance with the approved plans shall be installed before a certificate of occupancy is issued for the site. If landscaping is not installed, the applicant shall be required to submit a cash escrow in accordance with the requirements in the Crystal city code, section 510 for the relevant development review application. Subd. 4. Landscaping standards. (a)Plant quality and size. (1) Appropriate materials. Landscape materials should complement the form of the existing trees, plantings, and vegetation. The amount of shade or sun and soil conditions should be considered in selecting plant materials. Plant materials are to include those materials and species that are demonstrated to be hardy to conditions found in Minnesota. (2)Approved and prohibited tree species. Trees selected for specific site design purposes shall be those trees as identified and included on the list of approved trees as approved and amended from time to time by resolution of the city council on file in the city clerk’s office. The city’s approved list may include prohibited trees. (3) Free of disease. Plants shall be free of disease, insects and/or damage, and shall be correctly labeled indicating genus, species and cultivar. No label shall be removed until after the final inspection by the city is completed. (4) Variety of tree species. To curtail the spread of disease or insect infestation in a tree species, new trees shall comply with the diversity standards of Table 9. Table 9: Species Diversity Number of Trees Required on Site Maximum Percentage of Trees that may be of a Single Species 7-19 35% 20-39 30% 40 or more 25% (5) Tree size requirements. (i) Deciduous canopy or shade trees shall have a minimum Diameter at Breast Height (DBH) of two inches for ball and burlap trees or DBH of two inches for container trees at the time of planting. Multi-stem varieties shall be a minimum of six feet in height above ground level at the time of planting. (ii)Understory, small maturing, or ornamental trees shall have a minimum DBH of two 1.5 inches at time of planting. Multi-stem varieties shall be a minimum of four feet in height above ground level at the time of planting. (iii)Evergreen trees shall be a minimum of six feet in height for potted or ball and burlap trees at the time of planting. (b)Required landscaping. 6.3 128 (1)Generally. Any lot remaining after providing parking, sidewalks, driveways, building, or other permitted site improvements shall be planted and maintained in sod or turf grass, supplemented by required trees, shrubs, native grasses, flowering plants, or similar landscaping material. (2)One and two family dwellings. For one and two family dwellings constructed after the effective date of this UDC, one overstory deciduous tree shall be planted in the front yard. An existing healthy and well-formed tree may be credited towards this requirement provided that the tree is protected before and during development of the site according to the requirements of this section. The tree to be credited shall be on the city’s list of approved trees as established in subdivision 4 of this subsection. (3)Uses other than one and two family dwellings. For a nonresidential, institutional, or multiple family residential principal building constructed after the effective date of this UDC, the following are the minimum landscaping requirements. Parking lots, which have specific requirements in this subsection, are exempt from these requirements. (i)One overstory deciduous tree shall be planted for every 30 feet of lot frontage; and (ii) Shrubs shall be planted along building foundations that are visible from the public street. (c)Installation of vegetation. (1)General requirements. (i)Minimum dimensions. Wherever this UDC requires a landscaped area of a specified width, the width shall be measured within (interior measurements) any curb or wall bordering the landscaping area. (ii)Soils. Where landscaping is required, good quality loose soil must be provided and shall not include substandard fill, gravel, sand or highly alkaline soil material. (iii) Ball and burlap. Landscape materials installed in a ball or burlap form shall be installed such that the ball and burlap does not extend above the immediate grade at installation. (iv)Protective curbing. Where landscaping is installed in areas that are designed to manage storm water run-off, no protective curbing shall be constructed that prohibits the flow of or infiltration of surface water. In other instances landscape islands and similar landscape areas may be protected by a B6-12 concrete curb and gutter where otherwise deemed necessary by the city engineer. (v)Safety requirements. Landscape materials shall be located so that at maturity they do not interfere with safe sight lines for pedestrians or vehicular traffic and do not conflict with overhead lights or utility lines. (2)Turf or ground cover. (i)Requirements for native prairie grasses and or drought tolerant species of native are located in the Crystal city code, section 615. (ii)Ground cover may consist of grass normally grown in permanent lawns in Minnesota. Such turf grass shall be planted according to the requirements found in the Crystal city code, section 615, and may be sodded or seeded, except in swales or other areas 6.3 131 (i)All protected trees shall be fenced in before grading or other land-disturbing activity begins. Fencing shall extend at least five feet from the edge of the drip line (See Figure 21 for illustration of a drip line), but in no case closer than ten feet to the trunk; Figure 21: Illustration of protective fence placement for trees. (ii)The zoning administrator shall consider existing site conditions in determining the exact location of any tree protection fencing; and (iii) All fencing required by this subsection shall be at least four feet in height and secured using appropriate posts. (e)Encroachments into root zones. Encroachment into root zones shall comply with the following: (1)Encroachments within the root zones of trees protected in accordance with this subsection shall occur only in rare instances; and (2)If such an encroachment is anticipated, written verification by a qualified arborist shall be required documenting the tree’s condition before and after the encroachment, including preventive measures that shall be employed prior to, during, and after the encroachment to insure the viability of the tree. Subd. 6. Parking lot landscaping requirements. (a)Purpose. The purpose for parking lot landscaping requirements is to provide for effectively designed and properly placed landscape improvements to minimize the potential negative effects of large expanses of asphalt, such as creating unnecessary surface water runoff and presenting a sterile image. (b)Parking lots adjacent to streets. The area of a parking lot facing a street shall comply with the following: (1)A parking area for a nonresidential, institutional, or multiple family residential use adjacent to a public street shall be designed to provide a landscaped planting strip of the minimum required setback area between the street right-of-way and any parking area (see Figure 22); 6.3 132 Figure 22: Perimeter landscaping required between a parking lot and a street. (2)The landscaping shall have a minimum height of 36 inches and be designed and maintained to screen cars from view of the street and meet the site visibility requirements of the Crystal city code, chapter VIII; (3)Screening materials may include a combination of plant materials including trees, shrubs, raised planters, solid decorative masonry walls, or other screening devices which meet the intent of this requirement (see Figure 23). Figure 23: Illustration of parking lot perimeter screening. (4)A parking lot is not required to be screened from the street if the parking lot is not adjacent to a residential use and the parking lot is set back at least double the required setback. (c)Parking lots adjacent to side or rear property lines. Parking areas for a nonresidential, institutional, or multiple family dwelling use shall provide a perimeter landscape strip of the minimum required setback area where the parking area adjoins a side or rear property line. At a minimum the landscape strip shall contain sod or turf grass, but may be supplemented by trees, shrubs, native grasses, flowering plants, or similar landscaping materials. (d)Parking lots adjacent to residential uses. Parking lots adjacent to a one or two family dwelling shall comply with the following: 6.3 133 (1)A landscaped buffer of the minimum setback area shall be provided between the parking lot and the property line of the residential use; (2)The landscaping shall have a minimum height of 36 inches and be designed and maintained to screen cars from view of the residential use. Screening may consist of shrubs, planters, solid decorative walls, or other screening devices which meet the intent of this requirement; and (3)Shade trees shall also be provided at the rate of one for each 30 linear feet of landscaped area along the property line between the parking lot and the residential use. (e)Parking lots in the TC and TC-PD districts: Parking lots in the TC and TC-PD districts shall be screened from streets and sidewalks by a masonry retaining wall or evergreen hedge a minimum of 36 inches and a maximum of 48 inches in height. If driveway visibility would be impaired, as described in chapter 8 of the Crystal city code, the city will consider alternatives that meet screening objectives. (f)Landscaping for parking lot interior. The landscaping for the interior of a parking lot shall comply with the following: (1)Amount of landscaping. (i)Parking lots with 20 or more spaces shall provide landscaping at a minimum ratio of ten percent of the gross area of the parking lot, which is computed by means of the smallest square, circle, rectangle, triangle or combination thereof that shall encompass the extreme limits of the parking lot perimeter, not including any landscape islands within or projections into the parking lot (including all drive and parking aisles). If parking is located on the side of the structure (not adjacent to a street) or in the rear, this landscaping ratio may be reduced to five percent; and (ii)Trees meeting the size requirements of Crystal city code, subsection 520.11, subd. 4 (a) (5) not less than five feet in height and 15-gallon container in size shall be planted throughout the parking lot. (2)Landscaping location. Landscaping shall be evenly dispersed throughout the parking lot, as follows: (i)Landscaped islands shall have a minimum width of nine feet as the narrowest dimension; (ii)Shade trees planted using an orchard-style planting (the placement of trees in uniformly-spaced rows) is encouraged for larger parking areas; and (iii)The area not covered by the canopy of the tree, but within an interior landscape area, shall be covered by shrubs, grass, ground cover, landscape gravel, or mulch. 520.13. Screening. Subd. 1. Purpose. The purpose of this subsection is to increase or maintain property values and generally protect the public welfare by screening uses that could have an adverse impact on neighboring properties. 6.3 134 Subd. 2. Applicability. The requirements of this subsection shall apply to all proposed development and new land uses unless otherwise stated. Subd. 3. Types of screening. Unless otherwise stated, screening may consist of vegetation, fences, walls, berms, or other visual barriers. Subd. 4. Items to be screened. The following areas shall be screened in accordance with this subsection: (a) Waste receptacles containers. Except for one and two family dwellings, Outdoor outdoor waste enclosures receptacles, including for dumpsters, grease collection containers and recycling containers, shall be screened on all sides by wood, masonry walls, or other material compatible with the principal building with a minimum height of six feet. One side of the storage area shall be furnished with swinging doors. Whenever feasible, the enclosure shall be located away from residential areas in the and at least five feet from any side or rear yard property line, away from residential areas; (b) Ground-mounted mechanical equipment. Ground-mounted mechanical equipment shall be screened from view of adjacent properties or public rights-of-way. This screening shall meet the following requirements: (1) Location and height requirements (i) Ground-mounted equipment shall not be located between the building and the public right-of-way. (ii) Screening shall be as high as the highest point of the equipment being screened. If a screen greater than 8 feet tall is required, the zoning administrator may require that the equipment be located in the principal building or the most visually inconspicuous area of the property that does not cause unnecessary negative impacts to residential properties. (2) Exceptions. The following ground-mounted mechanical equipment shall be exempt from the screening requirements of this subsection: (i) Minor equipment not exceeding 18 inches in height. (ii) Mechanical equipment accessory to a one or two-family dwelling. (c) Roof-mounted mechanical equipment. Except for roof-mounted mechanical equipment for a one or two family dwelling, Roofroof-mounted mechanical equipment shall be screened from view of adjacent properties and public rights-of-way, accomplished through the two methods in (1) and (2), below. As an alterative to these methods, the city may, at its discretion, allow rooftop equipment to be screened by painting it to match or approximate the color of the background against which the equipment is viewed. Solar energy systems are exempt from screening requirements if screening would interfere with system operations. 6.3 135 (1) Use of building walls, parapets, and/or roof systems (See Figure 24) Figure 24: Example of how parapet walls are utilized to screen roof mounted mechanical equipment. (2) Locate the equipment to a sufficient distance from the roof edge so as to not be visible. (d)Outdoor storage. Screening shall create a visual and or/sound barrier of the object being screened from adjacent properties and the public right-of-way. Commercial truck storage or parking, vehicle impound lots, and rental of trailers and/or vehicles in excess of three quarter ton (3/4) ton capacity shall utilize an opaque fence of not less than six feet in height; (e)Commercial uses. Screening shall create a visual and/or sound barrier between the commercial use and residential dwellings. Requirements for parking lot screening are found in the Crystal city code, subsection 520.11; and (f)Multiple family residential dwellings. Screening shall create a visual barrier between the multiple family dwelling and one and two family residential dwellings or commercial buildings. Requirements for parking lot screening are found in the Crystal city code, subsection 520.11. Subd. 5. Design standards for screening. Screening shall comply with the following design standards: (a)Screening shall be installed to create a visual barrier so as to reduce the vision of the object being screened; (b)If vegetation is used for screening, it shall consist of a compact evergreen or deciduous hedge or trees of a sufficient width and density to provide an effective screen throughout the year; (c)If a berm is used for screening, it shall be of a sufficient height to provide an effective screen; and (d)A screening fence or wall shall be constructed of an opaque material. Such screening shall provide a solid screening effect and not exceed the height limitations in the Crystal city code, 6.3 138 Traffic into and out of business areas shall to the maximum extent possible, be forward moving with no backing into streets. (f)Off-street parking of motor vehicles and recreational vehicles and equipment. Motor vehicles and recreational vehicles and equipment may be parked or stored outside as provided in the Crystal City Code, chapter 13. If parked or stored outside, motor vehicles and recreational vehicles and equipment shall have current valid registration including clearly visible license plate tabs. One-and-two family dwellings and lawful vehicle sales businesses are exempt from this requirement. Subd. 4. Rules for computation. (a)Calculation. The following rules shall apply when computing parking spaces: (1)Driveway space meeting parking requirements. Entrances, exits, or driveways shall not be computed as any part of a required parking lot or area, except in the case of one or two family dwellings where driveways may be used in calculating the amount of off-street parking; (2)Multiple uses. Unless otherwise noted or approved, off-street parking areas serving more than one use shall provide parking in an amount equal to the combined total of the requirements for each use. The required base number of parking spaces shall be counted only once for multiple use buildings; (3)Area measurements. All square-footage-based parking standards shall be computed on the basis of gross floor area of all floors in a nonresidential building. Up to 15 percent of the gross floor area may be excluded from the above calculation if the area is used for storage, loading, unloading, or for mechanical equipment; and (4)Vehicle fuel stations. Spaces at the pump at a vehicle fuel station may count toward the minimum parking space requirements. (b)Occupancy-or capacity-based standards. (1)For the purpose of computing parking requirements based on employees, students, residents, or occupants, calculations shall be based on the typical, or average, number of persons working on a single shift or the typical enrollment, whichever is applicable. (2)In hospitals, bassinets shall not be counted as beds. (3)In the case of benches, pews, and similar seating accommodations, each 24 inches thereof shall be counted as one seat for the purpose of determining the parking requirements. If fixed seating is not provided, then each seven square feet of floor area shall be counted as one seat. (c)Unlisted uses. (1)Upon receiving an application for a use not specifically listed in the parking schedule below, the zoning administrator shall apply the parking standard specified for the listed use that is deemed most similar to the proposed use in regards to use, size, and intensity of use. (2)If the zoning administrator determines that there is no listed use similar to the proposed use, intensity, or size, they may refer to the estimates of parking demand based on 6.3 146 (2)An auxiliary space cannot exceed 12 feet in width and 24 feet in length, and must be at least ten feet from the habitable portion of a residential structure on an adjacent property; and (3)For access to the auxiliary space, a hard surfaced taper also is permitted, provided it does not extend into the boulevard and has an angle of at least 22-1/2 degrees and no more than 45 degrees. If the property has setback or topographic constraints that prevent reasonable access to a lawful auxiliary space, then the city engineer may allow the taper to extend into the boulevard but only to the minimum extent necessary to provide reasonable access. Subd. 10. Setbacks. Except for off-street parking lots within the TC and TC-PD districts, which have separate requirements in paragraph (d) of this subdivision, all parking lots are subject to the setback requirements in paragraphs (a) through (c) of this subdivision. (a)The face of the curb shall not be within five feet of any property line and the back of the curb shall not be within four feet of any property line. (b)If a parking lot for a commercial, institutional, or multiple family dwelling use is adjacent to a property used for one or two-family residential dwellings, the face of the curb for the parking lot shall not be within ten feet of the shared property line and the back of the curb shall not be within nine feet of the shared property line. (c)All setbacks near intersections of public streets shall be determined by the city engineer. (d)Within the TC and TC-PD districts, if a parking lot is constructed it shall be subject to the following setback and locational requirements: (1)Location. Off-street parking lots are prohibited in front of the building, but may be located to the rear or side of buildings (see Figure 28); Figure 28: Allowable locations for off-street parking lots in the TC and TC-PD districts (2)Corner side property line. The face of the curb shall not be within 12 feet of the property line and the back of the curb shall not be within 11 feet of the property line; (3)Interior side property line. The face of the curb shall not be within 2 feet of the property line and the back of the curb shall not be within 1 foot of the property line; and 6.3 147 (4)Rear property line. The face of the curb shall not be within 4 feet of the property line and the back of the curb shall not be within 3 foot of the property line. Subd. 11. Parking design standards. Required parking areas shall be designed, constructed, and maintained in compliance with the requirements of this subsection. (a)Access to parking area. Access to parking areas (i.e. driveways) shall be as provided as follows. Requirements for curb cuts and driveways approaches are provided in the Crystal city code, Chapter VIII. (1)One and two-family dwellings. Driveway width shall not exceed the width of the garage’s vehicle entrance plus six feet, except that properties without a garage or with only a single stall garage shall not have a driveway that exceeds 16 feet in width. (2)Access for uses other than one and two-family dwellings. (i)Parking areas shall provide suitable maneuvering area so that vehicles enter from and exit to a public street in a forward direction only. (ii)Parking lots shall be designed to prevent access at any point other than at designated access drives. (iii)A development that provides 20 or more parking spaces in a parking lot that is accessed from a collector or arterial street shall have access driveways that are not intersected by a parking aisle, parking space, or another access driveway for a minimum distance of 20 feet from the street right-of-way, to provide a queuing or stacking area for vehicles entering and exiting the parking area (See Figure 29). Figure 29: Non-impeded access driveway. (iv)A minimum unobstructed clearance height of 14 feet shall be maintained above areas accessible to vehicles within nonresidential developments. (3)To ensure proper location and configuration, a permit is required from the city manager or designee for work on driveways. For driveway plans that involve changes to an existing curb cut or construction of a new curb cut within the public right-of-way, a right of way permit application shall be approved in accordance with the Crystal city code, chapter VIII. (b)Parking space dimensions. 6.3 148 (1)Required dimensions. Each parking space and aisle shall comply with the minimum dimensions in Table 12 as illustrated in Figure 30. Table 12: Parking Space and Aisle Dimensions Angle of Parking (degrees) One-Way Maneuvering Aisle Width (Feet) “A” Two-Way Maneuvering Aisle Width (Feet) “A” Parking Stall Width (Feet) “B” Parking Stall Length (Feet) “C” Compact Size Low Turnover Full Size Compact Size Low Turnover Full Size 0 o – Parallel 12 20 8 8.5 9 18 22 22 30 o – 53o 14 20 8 8.5 9 16 20 20 54 o – 75 o 18 22 8 8.5 9 16 20 20 76 o – 90 o 22 24 8 8.5 9 16 18 18 Figure 30: Parking space and aisle requirements based on angle of parking. (2)Width increase. When the length of a parking space abuts a column, fence, wall, or other obstruction, the required width of the entire parking space shall be increased by at least one foot. (3)No overhang. The required length of a parking space shall not provide for a vehicle overhanging a landscaped area or walkway. (4)Use of compact vehicle spaces. This paragraph provides for the establishment of compact vehicle spaces as an alternative to full sized spaces. Such spaces shall comply with the following: (i)For parking lots with 50 or more spaces, a minimum of five percent of the total spaces shall be designed for compact vehicle spaces; 6.3 149 (ii) iA maximum of 20 percent of spaces in any single parking lot may be dedicated to compact parking spaces; (iii)(ii) Compact spaces shall be clearly labeled for “compact cars” and grouped together in one or more locations or at regular intervals so that only compact vehicles can easily maneuver into the space; (iv)(iii) Existing developments that wish to utilize this subsection to create additional parking spaces (e.g., either by adding land area to an existing parking lot or modifying an existing parking lot to gain more spaces) shall first apply for a zoning certificate or site plan review, whichever is applicable; and (v)(iv) The minimum off-street parking dimensions for compact vehicle spaces shall be as identified in Table 12. (5) Low turnover parking. This paragraph allows for the establishment of narrower parking spaces in locations where the typical user parks for more than two hours. Such spaces shall comply with the following: (i) The zoning administrator shall determine whether the proposed low turnover spaces are consistent with the stated purpose of this subsection; (ii) Existing developments that wish to utilize this subsection to create additional parking spaces (e.g., either by adding land area to an existing parking lot or modifying an existing parking lot to gain more spaces) shall first apply for a zoning certificate or site plan review, whichever is applicable; and (iii) The minimum off-street parking dimensions for low turnover parking spaces shall be as identified in Table 12. (c) Surfacing. (1) Within all zoning districts, parking lots and driveways shall be paved and permanently maintained with asphalt, concrete, or approved paving units. (2) Parking lots and driveways may be constructed with the use of other all-weather surfacing as determined to be appropriate by the city engineer, where it is first determined that a surface other than asphalt or concrete is consistent with the driveways of similar properties in the vicinity, and that the alternate surface will not impair accessibility for emergency vehicles. (3) The grade elevation of any parking area shall not exceed ten percent. (d) Striping and identification. (1) Parking spaces shall be clearly outlined with four-inch wide lines painted on the parking surface. (2) The striping shall be continuously maintained in a clear and visible manner in compliance with the approved plans. (3) The color of the striping shall be white or yellow, unless another color is required by state law (e.g., parking for the disabled). 6.3 150 (e)Grading and drainage. (1)All grading plans relating to the parking facilities shall be reviewed and approved by the city engineer before any work can commence. (2)All off-street parking facilities shall be properly graded and drained so as to dispose of all surface water accumulated within the area of the parking lot. (3)In no instance shall a storm drainage facility be designed to allow the flow of water into abutting property without an approved easement. (f)Curbing. The purpose of curbing is to minimize storm water runoff, protect building and parking lot edges, and increase the survivability of plants. The following standards are applicable to curbing: (1)Except for one or two-family dwellings, all parking areas or lots shall have cast-in-place concrete barrier curb and gutter around the perimeter of the entire parking lot. The curb shall be at least six inches wide and the gutter shall be at least 12 inches wide. This minimum standard is typically referred to as “B6-12” curb and gutter. (g)Sight distances. Adequate sight distances for vehicles and pedestrians shall be provided for parking lots. (h)Parking lot landscaping. Requirements for parking lot landscaping are provided in the Crystal city code, subsection 520.11. (i)Parking lot lighting. If exterior lighting is proposed in the parking plan, the lighting shall meet the requirements as provided in the Crystal city code, subsection 520.07. (j)Pedestrian connections. When feasible, the parking plan shall show pedestrian connections within the property and to existing or planned public sidewalk and trail connections, except that in the TC and TC-PD districts a minimum six foot wide pedestrian access shall be provided from the principal entrance to any off-street parking lot. (k)Deviation from standards requires a detailed study. No proposed parking layout which deviates from the standards identified in subdivision 11 of this subsection and which could create a safety hazard(s) shall be allowed unless the developer provides a detailed report or study prepared by a registered transportation or civil engineer who demonstrates that the parking layout is a viable alternative and is consistent with the purpose of this section. This alternative plan is subject to the approval of the city engineer. Subd. 12 Maintenance. All parking spaces, driveways, and striping shall be continually maintained in a clean and orderly manner and kept in good repair. Subd. 13. Loading space requirements. (a)Purpose. The purpose of these requirements is to provide design standards for loading spaces if such spaces are proposed by a property owner. (b)Prohibition. Loading spaces are prohibited in all residential zoning districts and the TC district. (c)General design standards. Loading spaces shall be designed, constructed, and maintained in accordance with the standards and requirements set forth below: 6.3 172 Table 13: Required cash payment Land Use Required payment Residential uses $1,000 per dwelling unit Commercial/Industrial uses $5,000 per acre (1) If a property is transitioning from a pre-existing commercial or industrial use to a residential use, the city council shall consider crediting a new subdivision for the cash payment required under the previous land use. (2) Cash payments in lieu of dedication are payable before the city releases the final plat for recording. The payment shall be placed in a special fund established by the city to be used solely for the purposes of acquisition and development or improvement of parks, playgrounds, trails, or open space. (e) Credit for private land. A credit of up to 25 percent of the dedication requirements may be awarded for park and open space that is to be privately owned and maintained by the future residents of the subdivision. A credit will not be awarded unless the following conditions are met: (1) Private open space may not be occupied by nonrecreational buildings and must be available for the use of all the residents of the proposed subdivision; (2) Required building setbacks will not be included in computation of private open spaces; (3) Use of the private open space must be restricted for park, playground, trail, or open space purposes by recorded covenants that run with the land in favor of future owners of property, and cannot be eliminated without the consent of the city council; (4) Credit for private trail improvements shall only be given by the city when the trail system connects to a public trail or walkway system; (5) The private open space will be of a size, shape, location, topography, and usability for park or recreational purposes, or contain unique features which are important to be preserved; and (6) The private open space must reduce the demand for public recreational facilities or public open space occasioned by development of the subdivision. 6.3 173 Section 530 Signage 530.01. Findings, purpose and effect. Subd. 1. Findings. The city council hereby finds as follows: (a)Exterior signs have a substantial impact on the character and quality of the environment; (b)Signs provide an important medium through which individuals may convey a variety of messages; and (c)Signs can create traffic hazards, aesthetic concerns and detriments to property values, thereby threatening the public health, safety and welfare. Subd. 2. Purpose and intent. It is not the purpose or intent of this section to regulate the message displayed on any sign; nor is it the purpose or intent of this section to regulate any building design or any display not defined as a sign, or any sign which cannot be viewed from outside a building. The purpose and intent of this section is to: (a)Regulate the number, location, size, type, illumination and other physical characteristics of signs within the city in order to promote the public health, safety and welfare; (b)Maintain, enhance and improve the aesthetic environment of the city by preventing visual clutter that is harmful to the appearance of the community; (c)Improve the visual appearance of the city while providing for effective means of communication, consistent with constitutional guarantees and the city’s goals of public safety and aesthetics; and (d)Provide for fair and consistent enforcement of the sign regulations set forth in this section. 530.03. General sign requirements. Subd. 1. Permit required. Unless exempted under subdivision 2 of this subsection, no sign shall be erected, altered, reconstructed, maintained, or moved in the city without first securing a permit from the city. The content of the sign shall not be reviewed or considered in determining whether to approve or deny a sign permit. Application for a permit shall be on a form provided by the city. Subd. 2. Exemptions. The following signs shall not require a permit. These exemptions, however, shall not be construed as relieving the owner of the sign from the responsibility of its erection and maintenance, and its compliance with the provisions of this UDC or any other law or ordinance regulating the same. (a)The changing of the display surface on a painted or printed sign only. This exemption, however, shall apply only to poster replacement and/or on-site changes involving sign painting elsewhere than directly on a building. (b)Small signs. (c)Governmental signs. (d)Menu boards for drive-through restaurants or eating establishments. 6.3 177 (4)The “sign specific standards” column cross-references standards that are specific to an individual sign type and are applicable to that sign in all districts unless otherwise stated in the sign specific standards. Table: 14: Signs allowed by zoning district Sign Type Zoning District Sign Specific Standards R-1 R-2 R-3 C TC I AP Canopy, Marquee, and Fixed Awnings P P P P P P P 530.11, subdivision 1 Electronically controlled readerboard P P P P - P P 530.11, subdivision 2 Electric P P P P P P P Freestanding - - - P - P P 530.11, subdivision 3 Governmental A A A A A A A Monument P P P P P P P 530.11, subdivision 4 Multiple Tenant - - - P P P - 530.11, subdivision 6 Off-Premise - - - - - - - Projecting - - - P P P P 530.11, subdivision 5 Roof - - - - - - - Rotating - - - - - - - Sandwich board - - - P P - - 530.11, subdivision 7 Shimmering - - - P - P P Temporary P P P P P P P 530.11, subdivision 8 Small A A A A A A A Wall P P P P P P P 530.11, subdivision 9 530.11. Sign specific standards. The following requirements for specific sign types apply in addition to those requirements found in Table 14. Subd. 1. Canopies, marquees and fixed awnings. Signs are allowed on canopies, marquees and fixed awnings, which are an integral part of the structure to which they are attached. Within the residential districts, these signs are only allowed for multiple family dwellings, or institutional or commercial uses, 6.3 179 Table: 15: Freestanding or Pylon Signs Sign Type Number Allowed Maximum Height Area Minimum Street Frontage Setback From Lot Line Setback From Right-of- Way Freestanding or pylon sign 1 [1] 25 feet 1 square foot of sign per linear foot of frontage [2] 50 feet 10 feet, and 50 feet from residential district, park, school, library, church or similar land use [3] 10 feet Notes: 1. A property abutting more than one street may have one additional freestanding sign on one of the additional street rights-of-way provided that such right-of-way is on an arterial or collector street and such sign is more than 50 feet distant from any other freestanding sign on the property. 2.The area of a sign may not exceed the following square footages based on the street the sign abuts: 1.Principal arterial - 200 square feet 2.Minor arterial or major collector – 150 square feet 3.Minor collector – 100 square feet 4.Local – 50 square feet 3.All parts of a freestanding sign (supports, structure, display, or trim) shall meet this setback requirement. Subd. 4. Monument signs. Monument signs are subject to the following standards: (a)In the residential districts, monuments signs are only allowed for multiple family dwellings or institutional or commercial uses; (b)Monument signs shall meet the requirements in Table 16; and (c)Except in the TC district, an electronically controlled reader board is allowed as part of a monument sign. Table: 16: Monument Signs Sign Type Number Allowed Maximum Height Area Setback From Any Property Line Setback From Right-of- Way Monument 1 [1] 6 feet in R-1, R-2, R-3 and TC; 25 feet in C, I and AP Maximum 75 square feet in R-1, R-2, R-3 and TC; same area requirements as 10 feet 10 feet 6.3 180 Table: 16: Monument Signs Sign Type Number Allowed Maximum Height Area Setback From Any Property Line Setback From Right-of- Way Freestanding signs in C, I, and AP Note: 1. A property abutting more than one street may have one additional monument sign on one of the additional street rights-of-way provided that such right-of-way is on an arterial or major collector street. Subd. 5. Projecting signs. Projecting signs are subject to the following standards: (a)Projecting signs shall meet the requirements in Table 17; and Table: 17: Projecting Signs Sign Type Number Allowed Maximum Height Area Setback From Any Property Line Setback From Right-of- Way Projecting Maximum of 2 wall or projecting signs per wall [1] Minimum 10 feet clearance above grade and may not be higher than roofline Up to 10% of the wall area to which it is affixed when combined with wall signs 10 feet, but sign may be equidistant between the side property lines if the property is less than 20 feet in width 10 feet Note: 1. A property abutting more than one street may have one additional projecting sign on one of the additional street rights-of-way provided that such right-of-way is on an arterial or collector street and such sign is more than 50 feet distant from any other projecting sign on the property. (b) Buildings exceeding 80,000 square feet in size on lots of over 20,000 square feet are permitted to have wall/projecting signage of up to 250 square feet. Subd. 6. Multiple-tenant. The following provisions shall apply to multiple-tenant buildings within the commercial and industrial districts. (a)Wall signs. Each tenant in a multiple-tenant building may have a flat wall sign in compliance with the wall sign requirements in Table 18. In addition, the multiple-tenant building may have wall signage on common walls of the building as long as no more than ten percent of that wall is occupied by signage. 6.3 181 (b)Freestanding signs. Where allowed, one freestanding sign shall be permitted for each multiple- tenant building. (c)Canopies and awnings. The design of canopies shall be in keeping with the overall building design in terms of location, size, and color. No canopies with visible wall hangers shall be permitted. Signage on canopies may be substituted for allowed building signage and shall be limited to 25% of the canopy area. Subd. 7. Sandwich board signs. Sandwich board signs are subject to the following standards: (a)Signs shall not exceed six square feet in size; (b)One sign is allowed per property. Within the TC district, one sign is allowed per business; and (c)Signs shall only be displayed during business operating hours. Subd. 8. Temporary signs. The temporary use of banners, pennants, balloon signs, portable signs and similar devices requires a permit. The permit is valid for seven consecutive days. Not more than six permits for each property, or if applicable each tenant in a multiple tenant building, may be granted in a 12- month period. The permit must be prominently displayed at the principal use in the same manner required for building permits. Temporary signs shall conform to the same location and dimension requirements as permanent signs. (a)Non-commercial speech signs. Notwithstanding any other provisions of these sign requirements, all signs of any size containing non-commercial speech may be posted from August 1 in any general election year until ten days following the general election and 13 weeks prior to any special election until ten days following the special election. Subd. 9. Wall signs. (a)Wall signs in residential districts. In the residential districts, wall signs are allowed for multiple family dwellings, or institutional or commercial uses, subject to the following standards: (1)Wall signs are only permitted on walls fronting on a public street or facing other property used for institutional, commercial or industrial purposes. (2)No more than one sign is permitted on each wall. (3)No wall sign shall exceed 10% of the wall area or 75 square feet in area, whichever is less. (4)Wall signs for home business are allowed according to the requirements in the Crystal city code, subsection 515.23. (b)Wall signs in commercial and industrial districts. In the commercial and industrial districts, wall signs are subject to the following standards: (1)Wall signs shall meet the requirements in Table 18; 6.3 Sec. 57. [327.30] SACRED COMMUNITIES AND MICRO-UNIT DWELLINGS. Subdivision 1. Definitions. (a) For the purposes of this section, the following terms have the meanings given. (b) Chronically homeless" means an individual who: (1) is homeless and lives or resides in a place not meant for human habitation, a safe haven, or in an emergency shelter; (2) has been homeless and living or residing in a place not meant for human habitation, a safe haven, or in an emergency shelter continuously for at least one year or on at least four separate occasions in the last three years; and (3) has an adult head of household, or a minor head-of-household if no adult is present in the household, with a diagnosable substance use disorder, serious mental illness, developmental disability, post-traumatic stress disorder, cognitive impairments resulting from a brain injury, or chronic physical illness or disability, including the co-occurrence of two or more of those conditions. (c) "Designated volunteers" means persons who have not experienced homelessness and have been approved by the religious institution to live in a sacred community as their sole form of housing. (d) "Extremely low income" means an income that is equal to or less than 30 percent of the area median income, adjusted for family size, as estimated by the Department of Housing and Urban Development. (e) "Micro unit" means a mobile residential dwelling providing permanent housing within a sacred community that meets the requirements of subdivision 4. (f) "Religious institution" means a church, synagogue, mosque, or other religious organization organized under chapter 315. (g) "Sacred community" means a residential settlement established on or contiguous to the grounds of a religious institution's primary worship location primarily for the purpose of providing permanent housing for chronically homeless persons, extremely low-income persons, and designated volunteers that meets the requirements of subdivision 3. Subd. 2. Dwelling in micro units in sacred communities authorized. Religious institutions are authorized to provide permanent housing to people who are chronically homeless, extremely low-income, or designated volunteers, in sacred communities composed of micro units subject to the provisions of this section. Each religious institution that has sited a sacred community must annually certify to the local unit of government that it has complied with the eligibility requirements for residents of a sacred community in this section. Attachment C 6.3 Subd. 3. Sacred community requirements. (a) A sacred community must provide residents of micro units access to water and electric utilities either by connecting the micro units to the utilities that are serving the principal building on the lot or by other comparable means, or by providing the residents access to permanent common kitchen facilities and common facilities for toilet, bathing, and laundry with the number and type of fixtures required for an R-2 boarding house under Minnesota Rules, part 1305.2902. Any units that are plumbed shall not be included in determining the minimum number of fixtures required for the common facilities. (b) A sacred community under this section must: (1) be appropriately insured; (2) have between one-third and 40 percent of the micro units occupied by designated volunteers; and (3) provide the municipality with a written plan approved by the religious institution's governing board that outlines: (i) disposal of water and sewage from micro units if not plumbed; (ii) septic tank drainage if plumbed units are not hooked up to the primary worship location's system; (iii) adequate parking, lighting, and access to units by emergency vehicles; (iv) protocols for security and addressing conduct within the settlement; and (v) safety protocols for severe weather. (c) Unless the municipality has designated sacred communities meeting the requirements of this section as permitted uses, a sacred community meeting the requirements of this section shall be approved and regulated as a conditional use without the application of additional standards not included in this section. When approved, additional permitting is not required for individual micro units. (d) Sacred communities are subject to the laws governing landlords and tenants under chapter 504B. Subd. 4. Micro unit requirements. (a) In order to be eligible to be placed within a sacred community, a micro unit must be built to the requirements of the American National Standards Institute (ANSI) Code 119.5, which includes standards for heating, electrical systems, and fire and life safety. A micro unit must also meet the following technical requirements: (1) be no more than 400 gross square feet; (2) be built on a permanent chassis and anchored to pin foundations with engineered fasteners; 6.3 (3) have exterior materials that are compatible in composition, appearance, and durability to the exterior materials used in standard residential construction; (4) have a minimum insulation rating of R-20 in walls, R-30 in floors, and R-38 in ceilings, as well as residential grade insulated doors and windows; (5) have a dry, compostable, or plumbed toilet or other system meeting the requirements of the Minnesota Pollution Control Agency, Chapters 7035, 7040, 7049, and 7080, or other applicable rules; (6) have either an electrical system that meets NFPA 70 NEC, section 551 or 552 as applicable or a low voltage electrical system that meets ANSI/RVIA Low Voltage Standard, current edition; (7) have minimum wall framing with two inch by four inch wood or metal studs with framing of 16 inches to 24 inches on center, or the equivalent in structural insulated panels, with a floor load of 40 pounds per square foot and a roof live load of 42 pounds per square foot; and (8) have smoke and carbon monoxide detectors installed. (b) All micro units, including their anchoring, must be inspected and certified for compliance with these requirements by a licensed Minnesota professional engineer or qualified third-party inspector for ANSI compliance accredited pursuant to either the American Society for Testing and Materials Appendix E541 or ISO/IEC 17020. (c) Micro units that connect to utilities such as water, sewer, gas, or electric, must obtain any permits or inspections required by the municipality or utility company for that connection. (d) Micro units must comply with municipal setback requirements established by ordinance for manufactured homes. If a municipality does not have such an ordinance, micro units must be set back on all sides by at least ten feet. EFFECTIVE DATE. This section is effective January 1, 2024. 6.3 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 DATE: TO: FROM: MEMORANDUM RE: October 5, 2023 Mayor and City Council Adam R. Bell, City Manager Kimberly Therres, Assistant City Manager/Human Resources Manager 2024 Memorandum of Understanding with Law Enforcement Labor Service (LELS), Local 44- Police Officers. PURPOSE To request city council approval of the Memorandums of Understanding regarding the 2024 employer contribution toward group health insurance premiums. BACKGROUND The city council approved a three-year agreement for 2023 - 2025 with Law Enforcement Labor Service (LELS), Local 44. The agreement included a re-opener in 2024 for the sole purpose of negotiating the employer's contribution toward group health insurance premiums. Insurance premiums for our pool had an overall increase of 8.5% for 2024. As in past practice. the city and employees continue to share in the cost of premiums. The following is the proposed changes to the insurance article in the contract: Insurance: 2024 (Employer Contribution): -2023 2024 2024 2024 2024 Employer Monthly Premium Monthly Premium Monthly Premium Employer Contribution HDHP w/HSA $30 Copay w/ 530 Copay Contribution Towards Premium 90/10% Coins. Towards Premium $1,017.00 $871.00 $1,313.50 $1.38 I .00 $1,101.00 $1,660.00 $1,829.00 $2,758.50 $2,900.00 $1,579.00 $1,741.50 $2,627.00 $2,761.50 Employee Single Employee+ Spouse Employee+ Child(ren) family $2,062.50 $2,264.00 $3,415.00 $3,590.00 FINANCIAL IMPLICATIONS The 2024 proposed budget includes sufficient funds for the proposed settlement. COUNCIL ACTION REQUESTED Motion approving the 2024 Memorandums of Understanding (MOU) regarding the 2024 Insurance in the Law Enforcement Labor Service (LELS), Local 44, Police Officers and authorizing the city manager to sign the MOU on behalf of the city. $1,797.00 $1,709.50 $2,232.00 6.5 MEMORANDUM OF UNDERSTANDING 2024 HEAL TH INSURANCE RA TES The City of Crystal and the Law Enforcement Labor Services Local #44 hereby enter into this Memorandum of Understanding to revise Article 18, Insurance, in the 2023-2025 Labor Agreement. 2023 -2025 Contract Language ARTICLE 18 -INSURANCE 18.1 Effective January I, 2024, the Employer will contribute up to a maximum of $2,232.00 per month for family (employee plus spouse and children) health msurance coverage. Effective January I, 2024, the Employer will contribute up to a maximum or $1,797.00 per month for employee plus spouse health insurance coverage. Effective January l , 2024, the Employer will contribute up to a maximum or $1 ,709.50 per month for employee plus children health insurance coverage. Effective January I, 2024, the EMPLOYER will contribute up to a maximum of $1,101.00 per month for employee single health insurance coverage. For Employees choosing single health insurance coverage, the Employer will contribute an additional thirty-seven dollars ($37.00) per month toward the cost of dental insurance. FOR THE CITY OF CRYSTAL Adam R Bell, City Manager Kimberly .T. Therres FOR LAW ENFORCEMENT LABOR SERVICES, INC ., LOCAL #44 Assistant City Manager /Human Resources Mgr. Effective Date: ------- 6.5 M E M O R A N D U M DATE: October 5, 2023 TO: Mayor and City Council FROM: Adam R. Bell, City Manager Kimberly Therres, Assistant City Manager/Human Resources Manager RE: 2024 Wages and Benefits for Non-represented Employees PURPOSE To request City Council approval of the 2024 wage adjustment and city contributions for insurance for all non-represented employees. BACKGROUND Wages The labor agreements for Local #44 (Police Officers) and Local #56 (Police Supervisors) both call for a general wage increase of 3.25% for 2024. The labor agreement for Local #49 (Public Works) also calls for a general wage increase of 3.25% for 2024 and has been approved by the union. We are recommending a 3.25% increase for non-represented employees in the City of Crystal, consistent with all three settled agreements and with council direction. Health Insurance: (Employer Contribution) Likewise, we are recommending the following contributions for insurance: 2024 (Employer Contribution): 2023 Employer Contribution Towards Premium 2024 Monthly Premium HDHP w/HSA 2024 Monthly Premium $30 Copay w/ 90/10% Coins. 2024 Monthly Premium $30 Copay 2024 Employer Contribution Towards Premium Employee Single $1,017.00 $871.00 $1,313.50 $1,381.00 $1,101.00 Employee + Spouse $1,660.00 $1,829.00 $2,758.50 $2,900.00 $1,797.00 Employee + Child(ren) $1,579.00 $1,741.50 $2,627.00 $2,761.50 $1,709.50 Family $2,062.50 $2,264.00 $3,415.00 $3,590.00 $2,232.00 The City has a long-standing practice of providing the same health insurance benefit package to all its employees. FINANCIAL IMPLICATIONS The 2024 adopted preliminary budget includes sufficient funds for the proposed wage and benefit settlement. COUNCIL ACTION REQUESTED Approval of the 2024 proposed wage adjustment and city contribution for insurance increase for all non- represented employees. 6.6 AGENDA ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL • REGULAR MEETING • TUESDAY, OCTOBER 17, 2023 IMMEDIATELY FOLLOWING THE 7:00 P.M. CITY COUNCIL MEETING CRYSTAL CITY HALL COUNCIL CHAMBERS 1. Call to order * 2. Roll call * 3. Consider approval of minutes from the October 3, 2023 regular meeting 4. Consider tentative acceptance of a builder proposal for the EDA lot at 4824 56th Ave. N. 5. Property status update * 6. Other business * 7. Adjournment * *Items for which no materials are included in the packet Page 1 of 3 Minutes of the Economic Development Authority of the City of Crystal Regular Meeting Council Chambers October 3, 2023 1. Call to Order President Kiser called the meeting of the Economic Development Authority of the City of Crystal (EDA) to order at 6:32 p.m. 2. Roll Call Upon call of the roll, the following Commissioners were present: Jim Adams, David Cummings, Forest Eidbo, Traci Kamish, Therese Kiser and Taji Onesirosan. Commissioner John Budziszewski arrived at 6:36 p.m. The following staff were present: Acting Executive Director Kim Therres, Deputy Executive Director John Sutter, Deputy Police Chief Brian Hubbard and City Attorney Troy Gilchrist. 3. Approval of Minutes Moved by Commissioner Adams (Eidbo) to approve the minutes from the September 5, 2023 regular meeting. Motion carried. 4. Consider approval of a façade improvement deferred loan repayment agreement for 3600 Douglas Dr. N. (Wine Thief & Ale Jail). Staff presented information about the façade improvement agreement, answered questions from the board and requested board approval. Moved by Commissioner Adams (Budziszewski) to approve a façade improvement deferred loan repayment agreement for 3600 Douglas Dr. N. (Wine Thief & Ale Jail). Motion carried. 5. Property Status Update Staff informed the board of plans submitted for the office building at 7000 57th Ave. N. New Horizon intends to purchase the property and make major renovations to the building and grounds for conversion into a child day care center. The Planning Page 2 of 3 Commission will hold a public hearing on Oct. 9 and the City Council will consider it on Oct. 17. Commissioner Eidbo asked about a possible new business moving into a commercial tenant space in the 6100 block of 42nd Ave. N. Staff had not received any inquiries from potential businesses about this space, but will follow up and report back to the board. 6. Other Business There was no other business. 7. Adjournment Moved by Commissioner Budziszewski (Eidbo) to adjourn the meeting. Motion carried. The meeting adjourned at 6:44 p.m. Page 3 of 3 These minutes of the October 3, 2023 meeting of the Crystal Economic Development Authority were approved by the Authority on ________________ ____, 20___. ______________________________ Therese Kiser, President ATTEST: ______________________________ Forest Eidbo, Secretary _____________________________________________________________________ FROM: Dan Olson, City Planner _____________________________________________________________________ TO: Adam R. Bell, Executive Director (for October 17 meeting) DATE: October 11, 2023 RE: Consider giving tentative approval of a proposal from Noberg Homes for the EDA property at 4824 – 56th Avenue North The EDA is asked to give tentative approval to a proposal from Noberg Homes to purchase the lot at 4824 – 56th Avenue North for a new single-family home with an attached accessory dwelling unit (ADU). Noberg Homes is a licensed builder with no enforcement actions who has purchased many lots from the EDA. The most recent lots sold to Noberg were five lots deemed surplus park land in 2018. Attached are Noberg’s proposal form, site plan, and an illustration of the single-family home with an ADU that would be built on the lot. Noberg would purchase the lot for the minimum price of $100,000. The builder does not yet have a buyer for the home, which would be finished according to the table on the page 3. Since the property is adjacent to a former gas station at 4800 – 56th Avenue North, the Minnesota Pollution Control Agency (MPCA) approved a Construction Contingency Plan (CCP) to describe the mitigation process if contaminated soils or other materials are encountered during construction. There will be a provision in the purchase and development agreement to cover costs that can only be discovered when the property is excavated. Staff requests that the EDA discuss Noberg’s proposal and consider a motion to give tentative approval to that proposal. The EDA would hold a public hearing and consider a resolution approving the lot sale on Nov. 7. Upon selection of the proposal by the EDA, staff will work with Noberg to finalize the site and building plans, publish the public hearing notice in the Sun Post, post the property, and post it to the surrounding neighborhoods on Nextdoor. Attachment: A. Noberg proposal EDA Staff Report Lot Sale – Tentative Approval of Proposal 4824 – 56th Avenue North 2022 Aerial Photo: DESCRIPTION OF NOBERG’S PROPOSAL Project Element Noberg Homes Purchase price offered $100,000 Owned or rented Noberg would sell the home, but future owner may rent one or both units as allowed by city code Building height 2 floor split entry Size of each unit Home: 1,306 SF on the main level with 979 sq. ft on the lower level (total of 2,285 SF). Kitchen, dining and living room on the main level with family room in lower level. ADU: 730 sq. ft with a kitchen, dining and living room. No. bedrooms & bathrooms Home: 5 BR (3 BR on main level and 2BR in lower level) and 3 BA (full BA on main level with two additional ¾ BA on the main and lower levels). ADU: 1 BR and ¾ BA Attached garage size Home: 3-stall garage (approximately 720 sq. ft) ADU: 1-stall garage (approximately 288 sq. ft) Basement Home: Split entry with a basement (finished) ADU: None (slab on grade) Anticipated Timeline Nov. 7 - EDA lot sale hearing; prior to hearing builder signs development agreement and provide $2,000 earnest money for lot closing After Nov. 7 – Lot closing with construction beginning this year. Attachment A FORHOUSE LAYOUTMeyer-RohlinNOBERG HOMES, INC.708 1st Avenue NE, #1Ph. 763.682.1781 www.meyerrohlin.comBuffalo, MN 55313N:\Carlson Projects\Noberg\Noberg.dwg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lease hand this form to the City Clerk before the meeting begins. To provide ample opportunityfor all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (information provided on this form is open to the public) (please print clearly) The topic 1 wish to address is: Lk �,e -�'V-4' Name:o�ei v- Address: 2 s "� V-t Zip Code: 1 �� Date: ct Day Phone (optional):( � 0 < Email (optional): { ,k `KVE p Y' rn 6- c", 'I''k 1 1 Thank you for your attendance and participation. Please hand this torm to the City Clerk before the meeting begins. To provide ample opportunity for all, speaking time is limited to three minutes and topic discussion is limited to 10 minutes. (information provided on this form is open to the public) (please print clearly) The topic I wish to address is: cy!Y-LIGr c L Name: J6L w j c Address: Z/6 i S-- /V 'a Zip Code: V Date:% Day Phone (optional): Email (optional): Thank you for your attendance and participation.