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City Council Packet 10-10-2023
City Council 1 of 3 October 10, 2023 CITY OF PLYMOUTH AGENDA Regular City Council October 10, 2023, 7:00 PM 1.CALL TO ORDER AND PLEDGE OF ALLEGIANCE 2.ROLL CALL 3.PLYMOUTH FORUM—Individuals may address the Council about any item not contained on the regular agenda. A maximum of 15 minutes is allotted for the Forum. If the full 15 minutes are not needed for the Forum, the City Council will continue with the agenda. The City Council will take no official action on items discussed at the Forum, with the exception of referral to staff or Commission or Committee for future report. 4.PRESENTATIONS AND PUBLIC INFORMATION ANNOUNCEMENTS 4.1 Recognize and present State Farm Kyle Vitense Agency and Plymouth Lions with a plaque for 2023 Sponsorship For Parks and Recreation (Recreation Supervisors Paul Pearson and Jessie Koch) 4.2 Receive Hennepin County's Step to It Challenge Winner for Most Active Community 4.3 Recognize Parks and Recreation for receiving Minnesota Recreation and Park Association (MRPA) Award of Excellence for the Plymouth Community Center and Sensory Santa Visits (Deb Weinreis from MRPA) 5.APPROVE AGENDA —Councilmembers may add items to the agenda including items contained in the Council Information Memorandum for discussion purposes or staff direction only. The Council will not normally take official action on items added to the agenda. 6.CONSENT AGENDA —These items are considered to be routine and will be enacted by one motion. There will be no separate discussion of these items unless a Councilmember or citizen so requests, in which event the item will be removed from the Consent Agenda and placed elsewhere on the agenda. 6.1 Adopt proposed City Council minutes September 26 Special September 26 Regular 1 City Council 2 of 3 October 10, 2023 6.2 Approve disbursements Invoice Expense Distribution City Council Resolution 2023-258 6.3 Approve cooperative agreement with Bassett Creek Watershed Management Commission for the Ponderosa Woods Stream Restoration Project (WR-21-0003) Location Map Cooperative Agreement City Council Resolution 2023-259 6.4 Approve purchase of replacement wheel loader with snow equipment Quote - State Contract City Council Resolution 2023-260 6.5 Adopt ordinance amending Section 1016 of the City Code and approve amendments to park facilities policies Park Facilities Rental Policy Plymouth Community Center Policy Plymouth Ice Center Rates and Priority Use Policy Tobacco and Electronic Cigarettes Policy City Council Ordinance 2023-16 City Council Resolution 2023-264 City Council Resolution 2023-265 7.PUBLIC HEARINGS 8.GENERAL BUSINESS 8.1 Deny variance request for increased impervious surface coverage at 9600 17th Avenue N (202306 - Tom Li) Planning Report Site Aerial Approved Survey 2018 Existing Survey (Proposed) 2023 Shed Renderings Application and Narrative Comment Received Violation Notices Draft Presentation City Council Resolution 2023-261 8.2 Approve site plan and variances to construct Spire Credit Union with drive-through and associated site changes located at 10000 Rockford Road (HTG Architects - 2023051) Planning Commission Minutes Planning Commission Report Applicant Narrative and Graphics 2 City Council 3 of 3 October 10, 2023 City Council Resolution 2023-262 8.3 Approve proposal for senior condominium building at 18035 Old Rockford Rd (2023042 - DJR Architecture) Council Report Architectural Renderings Aerial Location Map Narratives Civil Plans Site Plans Notification Map Planning Commission Report City Council Resolution 2023-263 9.REPORTS AND STAFF RECOMMENDATIONS 10.ADJOURNMENT 3 Regular City Council October 10, 2023 Agenda Number:4.1 To:Dave Callister, City Manager Prepared by:Kari Hemp, Recreation Manager Reviewed by:Jennifer Tomlinson, Director of Parks and Recreation Item:Recognize and present State Farm Kyle Vitense Agency and Plymouth Lions with a plaque for 2023 Sponsorship For Parks and Recreation (Recreation Supervisors Paul Pearson and Jessie Koch) 1.Action Requested: N/A 2.Background: Kyle Vitense State Farm Agency has been a sponsor for Parks and Recreation special events since 2019. The agency has been a platinum sponsor since 2022. Plymouth Lions became a first time platinum sponsor in 2023 for Parks and Recreation. Staff will present Kyle Vitense State Farm Agency and Plymouth Lions with a thank you plaque at tonight's council meeting. 3.Budget Impact: N/A 4.Attachments: 4 Regular City Council October 10, 2023 Agenda Number:4.2 To:Dave Callister, City Manager Prepared by:Kari Hemp, Recreation Manager Reviewed by:Jennifer Tomlinson, Director of Parks and Recreation Item:Receive Hennepin County's Step to It Challenge Winner for Most Active Community 1.Action Requested: N/A 2.Background: Each year, the City of Plymouth participates in Hennepin County’s physical activity competition, the Step to It Challenge. The annual Step to It Challenge takes place throughout the month of May and includes 25 participating communities. The most active communities, individuals, schools and worksites are recognized and awarded with prizes. By the end of the competition, Plymouth residents logged a total of 73,860,456 steps and won the title of most active community. Kudos to Zach Swenson for his excellent efforts in encouraging residents to participate in the challenge and helping to keep Plymouth one step ahead – or in this case, many steps ahead – of surrounding Hennepin County cities. The award will be presented at the council meeting. 3.Budget Impact: N/A 4.Attachments: 5 Regular City Council October 10, 2023 Agenda Number:4.3 To:Dave Callister, City Manager Prepared by:Kari Hemp, Recreation Manager Reviewed by:Jennifer Tomlinson, Director of Parks and Recreation Item:Recognize Parks and Recreation for receiving Minnesota Recreation and Park Association (MRPA) Award of Excellence for the Plymouth Community Center and Sensory Santa Visits (Deb Weinreis from MRPA) 1.Action Requested: N/A 2.Background: Minnesota Recreation & Parks Association (MRPA) recognizes agencies or organizations in Minnesota every year for outstanding achievements. Plymouth Parks and Recreation is receiving two MRPA Awards of Excellence in 2023 for projects completed in 2022. The Plymouth Community Center is recognized in the Park and Facility category. The Sensory Santa Visits is recognized in the Programming and Events category. A major goal of the Awards of Excellence program is to increase public awareness and appreciation of the excellent parks, trails, and recreation services available in Minnesota. 3.Budget Impact: N/A 4.Attachments: 6 Regular City Council October 10, 2023 Agenda Number:6.1 To:Dave Callister, City Manager Prepared by:Jodi Gallup, City Clerk/Administrative Coordinator Reviewed by:Jodi Gallup, City Clerk/Administrative Coordinator Item:Adopt proposed City Council minutes 1.Action Requested: Adopt proposed City Council minutes. 2.Background: N/A 3.Budget Impact: N/A 4.Attachments: September 26 Special September 26 Regular 7 Proposed Minutes 1 of 2 Special Meeting of September 26, 2023 Proposed Minutes Special Council Meeting September 26, 2023 Mayor Wosje called a Special Meeting of the Plymouth City Council to order at 5:00 p.m. at Plymouth City Hall, 3400 Plymouth Boulevard, on September 26, 2023. PLYMOUTH COUNCIL PRESENT: Mayor Wosje, Councilmembers Davis, Willis, Gregor, McGregor, and Peterson. PLYMOUTH COUNCIL ABSENT: Councilmember Pointner. PLYMOUTH STAFF PRESENT: City Manager Callister, Public Safety Director Fadden, Director of Public Works Thompson, Deputy Public Works Director/City Engineer LaBounty, Community and Economic Development Director Fernelius, Park and Recreation Director Tomlinson, Human Resources Director Timpone, Finance Director Rich, Assistant Finance Director Larson, Planning and Development Manager McGuire, Ice Manager Halverson, Water Resources Supervisor Scharenbroich, Management Intern Nwachi, and City Clerk/Administrative Coordinator Gallup. Fourth Sheet of Ice Discussion Staff provided background information on the history of the Plymouth Ice Center and its expansion and funding over the years. Wayzata Youth Hockey Association President Jason Vinar provided information on their program and need for additional ice time. Board member Tia Senenfelder explained how Wayzata Youth Hockey provides a positive impact to the community. City Manager Callister provided potential financing options including a local option sales tax, state bonding bill, debt financing with property tax levy and/or donations. Council asked questions and provided direction on big picture with parking needs, traffic needs, financing, and emphasized the need for the project to integrate with long term capital planning and the vision for the City Center. Committee/Commission Discussion Staff provided an overview of Plymouth’s committees and commissions, reviewed how work plans are adopted, recruitment process, and potential for youth involvement on commissions. Council provided staff direction to have chairs of each committee and commission present their annual work plans to the council in the first quarter of each year. Council authorized creating one youth membership on a trial basis starting in 2024 on the Park and Recreation Advisory Board as a non-voting member. Future study sessions 8 Proposed Minutes 2 of 2 Special Meeting of September 26, 2023 No action was taken on future study sessions. Adjournment Mayor Wosje adjourned the meeting at 6:58 p.m. Jodi Gallup, City Clerk/Administrative Coordinator 9 Proposed Minutes Page 1 of 7 Regular Meeting of September 26, 2023 Proposed Minutes Regular City Council Meeting September 26, 2023 Mayor Wosje called a Regular Meeting of the Plymouth City Council to order at 7:00 p.m. in the Council Chambers of City Hall, 3400 Plymouth Boulevard, on September 26, 2023. COUNCIL PRESENT: Mayor Wosje, Councilmembers Davis, Willis, Gregor, Pointner, McGregor, and Peterson. (Councilmember Pointner participated via interactive technology per State Statute 13D.02.) COUNCIL ABSENT: None. STAFF PRESENT: City Manager Callister, Public Safety Director Fadden, Assistant Fire Chief Dreelan, Director of Public Works Thompson, Deputy Public Works Director/City Engineer LaBounty, Community and Economic Development Director Fernelius, Park and Recreation Director Tomlinson, Human Resources Director Timpone, Finance Director Rich, Assistant Finance Director Larson, Planning and Development Manager McGuire, Senior Planner Drill, Engineering Services Manager McKenzie, Management Intern Nwachi, City Attorney Mattick, and City Clerk/Administrative Coordinator Gallup. Plymouth Forum Steve Japs, 4570 Weston Lane N., provided an update on climate change and suggested the city set a formal goal regarding greenhouse gases. Kim Nelson, 14895 45th Avenue N., expressed her concern regarding labor exploitation in the construction business. She suggested increased monitoring of this situation. Irene Schiebe Cavanaugh, Schiebe’s Corner, requested the Schiebe name be used only as the family name. She suggested potential developers and others be denied permission to use that name. Mayor Wosje noted the situation and believed the developer is aware of this. Presentations and Public Information Announcements (4.1)Presentation from Wayzata Public Schools Superintendent Chace Anderson Chace Anderson, Wayzata Public Schools Superintendent, provided an update and video describing the role technology plays in schools and the world today. The district has two technology levies in place with one on them on the ballot this year for voters to decide if renewed. He also noted there are four open seats on the school board. Approval of Agenda 10 Proposed Minutes Page 2 of 7 Regular Meeting of September 26, 2023 Motion was made by Councilmember McGregor, and seconded by Councilmember Gregor, to approve the agenda. With all members voting in favor by roll call vote, the motion carried. Consent Agenda Motion was made by Councilmember Willis, and seconded by Councilmember Peterson, to adopt the Consent Agenda that included the following items: (6.1)Council minutes from special meeting and regular meeting of September 12, 2023. (6.2)Resolution approving disbursements ending September 15, 2023 (Res2023-242). (6.3)Resolution approving cooperative agreement with Hennepin County for the 2023 Gleason Lake Drive Improvements Project (ST239001) (Res2023-243). (6.4)Resolution removing “no parking” restrictions for both sides of Larch Lane from 42nd Avenue to Old Rockford Road (Res2023-244). (6.5)Resolution approving a conditional use permit for AREC (Amerco Real Estate Company) dba U- Haul to allow for the parking of trucks and trailers onsite by establishing shunting lanes and newly striped parking areas for U-Haul trucks/trailers and equipment at 1225 State Highway 169 (2023043) (Res2023-245). (6.6)Resolution amending policy relating to charitable gambling funds usage (Res2023-246). With all members voting in favor by roll call vote, the motion carried. Public Hearings (7.1)Public hearing for certification of delinquent utility accounts, false alarms, tree removals, and weed eradication charges Finance Director Rich gave a statement regarding notifications of delinquent accounts. She noted the city will proceed with delinquent balances after the deadline. Mayor Wosje opened the public hearing. Mayor Wosje closed the public hearing. Motion was made by Councilmember Willis, and seconded by Councilmember Davis, to adopt Resolution approving certification to the county for delinquent utility accounts, false alarms, tree removal, and weed eradication charges (Res2023-247). With all members voting in favor by roll call vote, the motion carried. 11 Proposed Minutes Page 3 of 7 Regular Meeting of September 26, 2023 (7.2)Public hearing on wine and on-sale 3.2 percent malt liquor license applications of Clay Oven Plymouth Inc d/b/a Clay Oven, 187 Cheshire Lane North, Suite 100 City Clerk/Administrative Coordinator Gallup presented this item. She reported the background check showed no concerns, residents within 500 feet were notified, and staff recommended approval. Mayor Wosje opened the public hearing. Mayor Wosje closed the public hearing. Motion was made by Councilmember Gregor, and seconded by Councilmember Peterson, to adopt Resolution approving wine and on-sale 3.2 percent malt liquor license applications of Clay Oven Plymouth Inc d/b/a Clay Oven, 187 Cheshire Lane North, Suite 100 (Res2023-248). With all members voting in favor by roll call vote, the motion carried. (7.3)Public hearing on off-sale 3.2% malt liquor license application of Jerry's Enterprises, Inc. d/b/a Cub Foods, 10200 6th Avenue North, Plymouth City Clerk/Administrative Coordinator Gallup presented this item. She reported the background check showed no concerns, residents within 500 feet were notified, and staff recommended approval. Mayor Wosje opened the public hearing. Mayor Wosje closed the public hearing. Motion was made by Councilmember Willis, and seconded by Councilmember Davis, to adopt resolution approving off-sale 3.2% malt liquor license application of Jerry’s Enterprises, Inc. d/b/a Cub Foods, 10200 6th Avenue North (Res2023-249). With all members voting in favor by roll call vote, the motion carried. (7.4)Public hearing on interim ordinance prohibiting the operation of cannabis businesses Planning and Development Manager McGuire presented this item and noted the City Council had recommended authorizing the ordinance as it relates to operating a cannabis business. This interim ordinance clarifies to prospective business owners or developers, the city will not allow any property purchased before January 1, 2025 to be “grandfathered in” as a cannabis business. She noted the difference between the lower potency products versus the higher potency products. Mayor Wosje opened the public hearing. Mayor Wosje closed the public hearing. City Attorney Mattick clarified the purpose of moratorium is to provide time to study the issue. Motion was made by Councilmember Willis, and seconded by Councilmember Davis, to adopt Interim Ordinance prohibiting the operation of cannabis businesses (Ord2023-13), and Resolution approving summary publication of Ordinance No. 2023-13 (Res2023-250). With all members voting in favor by roll call vote, the motion carried. 12 Proposed Minutes Page 4 of 7 Regular Meeting of September 26, 2023 General Business (8.1)Adopt ordinance concerning public use of cannabis and hemp, adopt ordinance concerning smoking in city parks and approve resolutions authorizing summary publication of said ordinances Public Safety Director Fadden presented this item. He provided information on the recommended changes and shared a brief review of cannabis use. He proposed the ordinance establish a petty misdemeanor offense for unlawful use of cannabis in a public place. He clarified how “public space” is defined. In response to questions from the City Council, Public Safety Director Fadden provided the following information: Vaping is considered smoking Restaurant owners have the right to allow or deny cannabis use Edibles and beverages are difficult to enforce City Attorney Mattick stated an ordinance is enforceable by law whereas a city policy is not. Motion was made by Councilmember Davis, and seconded by Councilmember Willis, to adopt Ordinance amending Chapter IX of the Plymouth City Code concerning the public use of cannabis and hemp (Ord2023-14), Ordinance amending Chapter VIII of the Plymouth City Code concerning smoking in city parks (Ord2023-15), Resolution approving summary publication of Ordinance No. 2023-14 (Res2023- 251), and Resolution approving summary publication of Ordinance No. 2023-15 (Res2023-252). With all members voting in favor by roll call vote, the motion carried. (8.2)Authorize negotiation of recycling contract extension including adding curbside organic collection Engineering Services Manager McKenzie presented this item. He provided an overview of the current municipal recycling contract, recycling market, county and state regulations, a revised fee structure, organic curbside collection prices, public outreach, single sort proposed pricing, and next steps. In 2023, the Minnesota Pollution Control Agency (MPCA) clarified that everyone will acquire the same fee regardless if they recycle organics or not. He showed proposed contract prices and provided a pricing table on organics recycled depending on who participates. He is looking for direction from the council on whether to continue the contract with Republic Services. In response to questions from the City Council, Engineering Services Manager McKenzie provided the following information: Organics would have their own cart Organic collection would begin early 2024 Alison Cerier, 815 Brockton Lane N.,expressed her support and encouraged residents to participate. Engineering Services Manager McKenzie discussed the reasons for using a single hauler. He stated other cities around the metro have used the Request for Proposal (RFP) process for this and it has not been 13 Proposed Minutes Page 5 of 7 Regular Meeting of September 26, 2023 favorable. Public Works Director Thompson added this is a trial for the city and the city can leave the contract if needed. Staff recommended continuing with Republic Services. Matt Herman, Republic Services, discussed the customer service side. He explained the contamination process and how Republic Services mitigates as much of that as possible through continued community education. He clarified residents who participate in the program will get a bin and those who do not will not receive a bin, but will still be required to pay the fee. Public Works Director Thompson clarified the contract through Republic Services would be for recyclables and organics collection. The organic collection could start January 1, 2024 if the city stayed with Republic Services, but if the city decides on a new hauler, service would likely not begin until 2025 with possible price increases. The council discussed the pros and cons of staying with Republic Services or putting out an RFP to gain further information. Motion was made by Councilmember Gregor, and seconded by Councilmember Davis, to adopt Resolution authorizing city staff to negotiate a three-year extension to the current recycling contract, including a four-year term for city-organized curbside collection of source-separated organic materials with Republic Services (Res2023-253). With Councilmembers Gregor, Davis, Pointner, McGregor and Willis voting in favor and Mayor Wosje and Councilmember Peterson voting against, the motion carried. (8.3)Approve comprehensive plan amendment request by Scannell Properties LLC to reguide roughly 75 acres to MXD (mixed use) for property located at 13001 County Road 10 (2023052) Senior Planner Drill presented this item and explained this is the first step in the site redevelopment. He provided a sketch of the project and stated the Planning Commission and city staff have reviewed and recommend approval of the reguiding and if approved tonight, the applicant would request a rezoning, platting and a PUD general plan. Woodrow Piner, 700 Olive Street, St. Paul, expressed his concern with one of the developers for this site. He provided examples of past misclassification, employee exploitation, and other fraudulent activities. Jennifer Leszczynski,5533 Yucca Lane N., expressed her objection of this plan and suggested scaling back the size of the development. Community and Economic Development Director Fernelius briefly discussed the wage theft statutes and the role the city plays in putting protections in place. Motion was made by Councilmember Willis, and seconded by Councilmember Peterson, to adopt Resolution approving comprehensive plan amendment for Scannell Properties LLC to reguide roughly 75-acres located at 13001 County Road 10 from CO (commercial office) to MXD (mixed use) (2023052) (Res2023-254). With all members voting in favor by roll call vote, the motion carried. Mayor Wosje called for a short recess at 9:00 p.m. Mayor Wosje reconvened the meeting at 9:05 p.m. 14 Proposed Minutes Page 6 of 7 Regular Meeting of September 26, 2023 (8.4)Review Plymouth Boulevard streetscaping plan Deputy Public Works Director/City Engineer LaBounty presented this item. He reviewed the pavement plan and feedback from the community. He stated one change to the plan is relocating the transit amenities due to the potential expansion of the ice center. Deputy Public Works Director/City Engineer LaBounty explained the major elements and themes and showed a video. He discussed winter maintenance, goals of the architect, future visions, funding costs, and additional operational costs. He also discussed the timeline and traffic and pedestrian impacts of this project. He noted staff are committed to making sure businesses in the area stay open. Park and Recreation Director Tomlinson added the parade route would be under construction and would have to close for 2024. The council discussed the role of the upcoming election and how that would affect this plan. They also discussed the clean-up and re-organization of the Veterans Memorial Park. In response to questions from the City Council, Deputy Public Works Director/City Engineer LaBounty provided the following information: Possible relocation of transformers Electronic signage would be removed Series of lights will illuminate the area to prevent vehicular/pedestrian accidents Next steps will be approval of plans and specifications in early 2024 Park and Recreation Director Tomlinson stated strategic tree and invasive plant removal will create a clearer vision of the Hilde. City Manager Callister stated funding could come from a variety of resources but would require some guidelines. The council discussed the pros and cons of delaying the project for a year. Deputy Public Works Director/City Engineer LaBounty stated strong communication will continue as they move forward with the plan. (8.5)Consider 2024 proposed general fund budget, HRA levy, preliminary general property tax levy and set budget public hearing date Finance Director Rich presented this item and described a timeline, process for the tax levy, and reviewed the 2024/2025 budget goals. She presented the tax capacity rate, where the city stands in comparison with other cities, levy projections, and tax impacts on residents and commercial properties. Motion was made by Councilmember Peterson, and seconded by Councilmember Willis, to adopt Resolution approving the 2024 preliminary budget (Res2023-255), Resolution authorizing the 2024 HRA levy (Res2023-256), and Resolution adopting preliminary tax levies for taxes payable 2024 (Res2023- 257). With all members voting in favor by roll call vote, the motion carried. 15 Proposed Minutes Page 7 of 7 Regular Meeting of September 26, 2023 Reports and Staff Recommendations There were no reports or recommendations. Adjournment Mayor Wosje adjourned the regular meeting at 9:45 p.m. _________________________________________ Jodi Gallup, City Clerk/Administrative Coordinator 16 Regular City Council October 10, 2023 Agenda Number:6.2 To:Dave Callister, City Manager Prepared by:Tammy Geurkink, Finance Clerk Reviewed by:Andrea Rich, Finance Director Item:Approve disbursements 1.Action Requested: Adopt resolution approving disbursements. 2.Background: Attached are lists of city fund disbursements for the period ending 09/29/23. 3.Budget Impact: N/A 4.Attachments: Invoice Expense Distribution City Council Resolution 2023-258 17 Invoice Expense Distribution for Period Ended 09/29/23 Council Meeting 10/10/23 FUND 100 General Fund 435,991.97 200 Recreation Fund 55,396.73 210 Parker's Lake Cemetery Maint 730.83 220 Transit System Fund 13,413.69 234 Economic Development Fund 0.00 240 Lawful Gambling 0.00 250 Comm Dev Block Grant Fund 23,212.49 254 HRA Section 8 Fund 1,600.54 254 HAP Check Summary 299,861.02 258 HRA General Fund 5,319.10 308 2005A TIF #1-1 0.00 310 2009A TIF #7-5A Refund 1998A 0.00 312 2010A GO Open Space 0.00 314 2012A GO Refunding 2004A 0.00 315 2015A GO Open Space 0.00 316 Plymouth Creek Center Bonds 0.00 400 General Capital Projects Fund 340,103.71 401 Minnesota State Aid Fund 0.00 404 Community Improvement 0.00 405 Park Replacement Fund 14,379.44 406 Street Reconstruction Fund 0.00 407 Project Administration Fund 0.00 408 Park Construction 0.00 409 Capital Improvement Fund 0.00 412 Water Sewer Replace 0.00 413 Improvement Project Construction 663,883.55 417 Project Warranty Repairs 0.00 418 Utility Trunk System Expansion 0.00 420 Water Sewer Construction 0.00 421 ENT-Water Resources Constrctn 0.00 422 TIF 7-4 PTP Construction 0.00 423 TIF 7-5 Rottlund (Const)0.00 424 TIF 7-6 Berkshire 0.00 425 TIF Housing Assistance Program 0.00 426 TIF 7-7 Stonecreek 0.00 427 TIF 1-1 Shops at Plymth Crk 0.00 428 TIF 1-2 Vicksburg Commons 0.00 429 TIF HRA 1-3 Crossroads Station 0.00 432 TIF 7-8 Quest 0.00 433 TIF 7-9 Four Seasons 2,210.00 434 TIF 7-10 Sands 0.00 435 Plymouth Creek Center Expansion 19,991.23 436 Doran Bassett Creek 0.00 437 CON - Fire Stations 0.00 500 Water Fund 239,473.74 510 Water Resources Fund 7,958.37 520 Sewer Fund 148,841.38 530 Solid Waste Management Fund 100.08 540 Ice Center Fund 56,254.45 550 Field House Fund 18,430.20 600 Central Equipment Fund 55,686.88 610 Public Facilities Fund 71,698.96 620 Information Technology Fund 5,480.83 630 Risk Management Fund 1,010.86 640 Employee Benefits Fund 78,325.53 660 Resource Planning 1,720.93 700 Parkers's Lake Cemetery 0.00 800 Investment Trust Fund 0.00 850 Plymouth Town Square 0.00 851 Vicksburg Crossing 0.00 Total Invoice Expense Distribution:2,561,076.51 18 CITY OF PLYMOUTH RESOLUTION NO. 2023-258 RESOLUTION APPROVING DISBURSEMENTS ENDING SEPTEMBER 29, 2023 WHEREAS, a list of disbursements for the period ending September 29, 2023 was presented to the City Council for approval. NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH, MINNESOTAthat the payment of the list of disbursements of the following funds is approved. US Bank – Check Register General & Special Revenue $ 528,745.71 Construction & Debt Service $ 1,040,567.93 Enterprise & Internal Service $ 684,982.21 Housing Redevelopment $ 6,919.64 Check Register Total $ 2,261,215.49 US Bank – Housing Assistance Payments Housing & Redevelopment Authority $ 299,861.02 $ 299,861.02 GRAND TOTAL FOR ALL FUNDS $ 2,561,076.51 Additionally, the US Bank Check Register amounts split by type of payment follow: EFT 259,979.76 Check (#160376-160688)2,001,235.73 Total $2,261,215.49 APPROVED by the City Council on this 10th day of October, 2023. 19 Regular City Council October 10, 2023 Agenda Number:6.3 To:Dave Callister, City Manager Prepared by:Ben Scharenbroich, Water Resources Supervisor Reviewed by:Michael Thompson, Public Works Director Item:Approve cooperative agreement with Bassett Creek Watershed Management Commission for the Ponderosa Woods Stream Restoration Project (WR-21-0003) 1.Action Requested: Adopt attached resolution approving cooperative agreement with Bassett Creek Watershed Management Commission for the Ponderosa Woods Stream Restoration Project (WR-21-0003). 2.Background: The Ponderosa Woods Stream Restoration Project is identified in the 2023-2032 Capital Improvement Plan (CIP) for construction in 2024. This project is located north of 18th Avenue North, east of Kirkwood Lane North, west of West Medicine Lake Drive, and adjacent to West Medicine Lake Park. The project consists of stream erosion improvements, bank slope grading, and minor dredging of accumulated sediment in certain areas. Also included will be vegetation enhancements to improve drainage in the area, reduce erosion in the stream/channels, and improve water quality in Medicine Lake. The cooperative agreement includes a watershed cost share up to $352,000. As part of entering into the cooperative agreement for the funds, the city agrees to administer the design and construction of the improvements and maintain the project areas following completion. Construction is anticipated during winter 2024-2025. 3.Budget Impact: This project is included in the 2023-2032 Capital Improvement Plan at an estimated cost of $475,000. The total estimated project cost is estimated at $352,000 based on the feasibility study completed by the BCWMC. The project will be funded from the Water Resources Fund with reimbursement from the Bassett Creek Watershed Management Commission. 4.Attachments: Location Map Cooperative Agreement City Council Resolution 2023-259 20 THIS REPRESENTS A COMPILATION OF INFORMATION AND DATA FROM CITY, COU NTY, STATE AND OTHER SOURCES THAT HAS NOT BEEN FIELD VERIFIED. INFORMATION SHOULD BE FIELD VERIFIED AND CO MPARED WITH ORINGIAL SOURCE DOCUMENTS. . 0 200 400100Feet M e d i c i n e L a k e D r i v e W e s t 18th Avenue North 1 8 t h P l a c e N o r t h Ives Lane North Evergreen Lane North F o r e s t v i e w L a n e N o r t h Kirkwood Lane North Jonquil Lane North K ir k w o o d L a n e N o rt h Location MapPonderosa WoodsStream Restoration Project September 2023 21 1 BA295-1-895739.v2 COOPERATIVE AGREEMENT (Ponderosa Woods Stream Restoration Project ML-22) This Cooperative Agreement (“Agreement”) is made as of this 21st day of September, 2023 by and between the Bassett Creek Watershed Management Commission, a joint powers watershed management organization (“Commission”), and the City of Plymouth, a Minnesota municipal corporation (“City”). The Commission and the City may hereinafter be referred to individually as a “party” or collectively as the “parties.” RECITALS A. The Commission adopted the Bassett Creek Watershed Management Commission Watershed Management Plan on September 17, 2015 (“Plan”), a watershed management plan within the meaning of Minnesota Statutes, section 103B.231. B. The Plan includes a capital improvement program (CIP) that lists several capital improvements including the Ponderosa Woods Stream Restoration Project ML-22 (“Project”). C. The Project is in the City of Plymouth and will be designed and constructed as described in the feasibility report for the Project prepared by Barr Engineering Co. entitled Feasibility Report for Ponderosa Woods Stream Restoration Project, dated June 2023 (“Feasibility Report”), which is attached hereto as Exhibit A. The Project will consist of the work identified in the Feasibility Report as Alternative 1.5 – small footprint design with additional buckthorn removal. D. The estimated planning level opinion of cost of the Project, including feasibility study, design, and construction, is $352,000 which will be funded by the Commission according to the terms and conditions of this Agreement. E. On September 21, 2023, the Commission adopted a resolution ordering the Project and directing that it be constructed by the City. F. In accordance with the Plan, the Project costs were certified to Hennepin County, which will levy taxes throughout the watershed for Project costs in 2023 for collection and settlement in 2024, pursuant to Minnesota Statutes, section 103B.251. G. The City is willing to construct the Project in accordance with the terms and conditions hereinafter set forth. AGREEMENT In consideration of the mutual covenants and agreements hereinafter set forth, and intending to be legally bound, the parties hereby agree as follows: 22 2 BA295-1-895739.v2 1. Project. The Project will consist of the work identified as Alternative 1.5 – small footprint design with additional buckthorn removal as provided in Section 8 of the Feasibility Report, plus appendices, which includes stabilizing streambanks to reduce sediment and nutrient pollution reaching Medicine Lake, improving habitat, and removing two acres of buckthorn along a 1,000- foot section of stream. The Project is estimated to reduce total phosphorus and total suspended solids entering the lake by 7.4 pounds per year and 14,770 pounds per year, respectively. 2. Design and Plans. The City will design the Project and prepare plans and specifications for construction of the Project. The 50% and 90% plans and specifications shall be submitted to the Commission for approval in accordance with the Commission’s CIP project review process. Any changes to the Commission-approved 90% plans and specifications must be submitted to the Commission and shall require written approval of the Commission’s engineer following a reasonable review period, which shall be no less than 10 business days. Minor change orders may be approved by the City without requiring additional approvals by the Commission. For purposes of this paragraph, “minor change orders” shall mean those changes to the approved plans that do not materially change either the effectiveness of the Project to meet its intended purposes, the aesthetics, form, or function of the Project, or the environmental impacts of the Project. 3. Contract Administration. The City will advertise for bids and award contracts in accordance with the requirements of applicable law. The City will award the contract and supervise and administer the construction of the Project to ensure that it is completed in accordance with the approved plans and specifications. The contract may only be let to a responsible contractor in accordance with Minnesota Statutes, section 16C.285 and the City will require the contractor to provide all payment and performance bonds required by law. The City will further require the contractor to name the Commission as additional insured on all liability policies required by the City and the Commission shall be given the same notification of cancellation or non-renewal as is given to the City. The City will require the contractor to defend, indemnify, protect and hold harmless the Commission and the City, their agents, officers, and employees, from all claims or actions arising from negligent acts, errors or omissions of the contractor. The City will supervise the work of the contractor. However, the Commission may observe and review the work of the Project until it is completed. The City will display a sign at the construction site stating “Paid for by the Taxpayers of the Bassett Creek Watershed.” 4. Contract Payments. The City will pay the contractor and all other expenses related to the construction of the Project and keep and maintain complete records of such costs incurred. 5. Commission Reimbursement. The Commission will use its best efforts to secure payment from the County in accordance with Minnesota Statutes, section 103B.251 in the amount of Three Hundred and Fifty Two Thousand Dollars ($352,000) by tax levy in 2023 for collection in 2024. The total reimbursement paid by the Commission to the City for the Project may not exceed the total amount levied, less Commission expenses. Out-of-pocket costs incurred and paid by the Commission related to the Project including but not limited feasibility studies, publication of notices, securing County tax levy, preparation of contracts, review of engineering designs, review of proposed contract documents, grant application development, grant administration, administration of this contract, and up to a 2.5% administrative charge shall be repaid from the amount specified above from funds received in the tax settlement from Hennepin County. All 23 3 BA295-1-895739.v2 such levied funds in excess of such expenses are available for reimbursement to the City for costs incurred by the City in the design and construction of the Project. Reimbursement to the City will be made as soon as funds are available, provided a request for payment has been received from the City that contains such detailed information as may be requested by the Commission to substantiate costs and expenses. The City shall complete and submit with its final reimbursement request to the Commission a final report on the Project using the Commission’s final reporting form and providing such other information as may be requested by the Commission. 6. Limits on Reimbursement. Reimbursement to the City under this Agreement will not exceed the lesser of the amount specified above ($352,000) or the amount received from the County for the Project, less any amounts retained by the Commission for Commission expenses. Reimbursement will not be increased by grants or other revenues received by the Commission for the Project. Reimbursement will not exceed the costs and expenses incurred by the City for the Project, less any amounts the City receives for the Project as grants from other sources. All costs of the Project incurred by the City in excess of such reimbursement shall be borne by the City or secured by the City from other sources. 7. Audit. All City books, records, documents, and accounting procedures related to the Project are subject to examination by the Commission and either the State Auditor or the Legislative Auditor for at least six years after completion of the Project. 8. Environmental Review. The City will perform all necessary investigations of site contamination and secure all necessary local, state, or federal permits required for the construction of the Project and will not proceed with the Project until any required environmental review and remediation of site contamination is completed or a plan for remediation is approved by appropriate regulatory agencies. 9. Ongoing Maintenance. Upon completion of the Project, the City shall be responsible for its ongoing maintenance. The City agrees to perform, at its cost, such maintenance as may be required to sustain the proper functioning of the improvements constructed as part of the Project for their useful life. 10. Data Practices. The City shall retain and make available data related to the letting of contracts and construction of the Project in accordance with the Minnesota Government Data Practices Act. 11. Term. This Agreement shall be in effect as of the date first written above and shall terminate once the Project is completed and the Commission has completed its reimbursement payments to the City as provided herein. 12. Entire Agreement. The above recitals and the exhibits attached hereto are incorporated in and made part of this Agreement. This Agreement contains the entire understanding between the parties regarding this matter and no amendments or other modifications of its terms are valid unless reduced to writing and signed by both parties. 24 25 CITY OF PLYMOUTH RESOLUTION NO. 2023-259 RESOLUTION TO ENTER INTO A COOPERATIVE AGREEMENT WITH THE BASSETT CREEK WATERSHED MANAGEMENT COMMISSION FOR THE PONDEROSA WOODS STREAM RESTORATION PROJECT (WR210003) WHEREAS, the City of Plymouth and Bassett Creek Watershed Management Commission (BCWMC) are working to improve the water quality in Medicine Lake to help the lake meet water quality standards; and WHEREAS, the Ponderosa Woods Stream Restoration Project (WR210003) is included in the 2023-2032 Capital Improvement Plan; and WHEREAS, the City of Plymouth and BCWMC wish to jointly proceed with theproject; and WHEREAS, the Cooperative Agreement outlines that the City of Plymouth will bid and administer construction services for the project; and WHEREAS, the City of Plymouth will be reimbursed for costs associated with the Ponderosa Woods Stream Restoration Project by the BCWMC in accordance with the Cooperative Agreement. NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH, MINNESOTAthat the Mayor and City Manager are authorized and directed to approve and sign the Cooperative Agreement between the City of Plymouth and the Bassett Creek Watershed Management Commission. BE IT FURTHER RESOLVED that funding for this project shall be from the Water Resources Fund and reimbursed by the BCWMC per the cooperative agreement. APPROVED by the City Council on this 10th day of October, 2023. 26 Regular City Council October 10, 2023 Agenda Number:6.4 To:Dave Callister, City Manager Prepared by:Amy Hanson, Fleet and Facilities Manager Reviewed by:Michael Thompson, Public Works Director Item:Approve purchase of replacement wheel loader with snow equipment 1.Action Requested: Adopt attached resolution approving purchase of wheel loader with plow for maintenance operations and snow management. 2.Background: The 2023-2032 Capital Improvement Plan (CIP) includes scheduled replacement of one loader with plow and wing. This loader would replace an existing 2006 Cat loader (Unit #202) and be used to perform work such as: - Loading salt and materials into equipment - Managing debris at the yard waste site - Transporting materials for stock piles or specific projects - Hauling leaves, wood chips, and tree branches from storm clean-up - Performing snow plowing and ice control operations - Performing general construction throughout the city The existing unit proposed to be replaced will be sold at auction in 2024. 3.Budget Impact: The total cost of the equipment replacement is $305,689 compared to the CIP amount which was identified as $350,000 (central equipment account). The city is able to purchase the loader through RDO Equipment Co. via State Contract #221533. The following is a detailed summary of the costs: - Loader: $252,529 - Snow Plow: $ 20,995 - Snow Wing: $ 32,165 - Total Price: $305,689 4.Attachments: Quote - State Contract 27 City Council Resolution 2023-260 28 29 30 CITY OF PLYMOUTH RESOLUTION NO. 2023-260 RESOLUTION APPROVING PURCHASE OF WHEEL LOADER WITH SNOW EQUIPMENT WHEREAS, the 2023-2032Capital Improvement Plan and 2024 budget include the purchase of one wheel loader with snow equipment; and WHEREAS, the city may make purchases off the state contract; and WHEREAS, RDO Equipment Co, has a contract with the state for wheel loaders and related accessories, State Contract No. 221533; and WHEREAS, the disposal of the existing assets; wheel loader and plow, shall be through auction in 2024. NOW, THEREFORE BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that the purchase of one current model loader and related snow equipment from RDO Equipment Co. is approved. BE IT FURTHER RESOLVED, the amount due to RDO Equipment is $305,689 for wheel loader and snow equipment (no sales tax is due). A total expenditure of $305,689. BE IT FURTHER RESOLVED that funding would come from Central Equipment Fund 600-70-760-76001- 8100.500 in the amount of $305,689. APPROVED by the City Council on this 10th of October 2023. 31 Regular City Council October 10, 2023 Agenda Number:6.5 To:Dave Callister, City Manager Prepared by:Kari Hemp, Recreation Manager Reviewed by:Jennifer Tomlinson, Director of Parks and Recreation Item:Adopt ordinance amending Section 1016 of the City Code and approve amendments to park facilities policies 1.Action Requested: Adopt attached ordinance amending Section 1016 of the City Code, resolution approving amendments to park facilities policies, and resolution approving summary publication of said ordinance. Approval of all items require 4/7 vote of council with the exception of the summary publication resolution which requires 6/7 vote. 2.Background: Plymouth Parks and Recreation makes every effort to provide a broad range of recreational opportunities, programs, services, and facilities for the community. To provide these services, substantial maintenance and program expenditures are experienced. Portions of these costs are recovered through user fees in accordance with the city budget. On an annual basis, staff completes a review of user fees and policies. Fees were last adjusted in May of 2022. Staff is recommending fee adjustments due to inflation, utility increases, maintenance fees, demand, and staff wages. Plymouth Community Center alcohol policy and tobacco policies, Plymouth Ice Center (PIC) hourly use rates and priority use, park facilities and tobacco and electronic cigarettes polices have been updated to reflect current users, new state laws and facility improvements. Summary of the changes and additions are as follows: - Increase in rates of park facility rentals due to rising expenses and market analysis - Removal of half day rentals of park buildings due to staffing - Millennium Garden rates increase due to market analysis and changed the rental usage to October 31. - Plymouth Community Center adjusted and increased rates and times of rentals throughout the facility to recover more revenue due to expenses and market analysis. - Increased rates for admission and usage of the indoor playground due to market analysis and increase of usage and expenses. - Plymouth Ice Center increased rates for ice usage and rentals due to increase of expenses. - Plymouth Community Center Fieldhouse increase rates and hours based on the overall facility hours. 32 The Parks and Recreation Advisory Commission reviewed and approved fees and policy changes at their September 14th meeting. 3.Budget Impact: The proposed changes will increase 2024 budgeted revenues by approximately $260,000 as listed below: - Recreation Budget - $20,000 - Plymouth Community Center Budget - $50,000 - Plymouth Fieldhouse Budget - $15,000 - Plymouth Ice Center Budget - $175,000 4.Attachments: Park Facilities Rental Policy Plymouth Community Center Policy Plymouth Ice Center Rates and Priority Use Policy Tobacco and Electronic Cigarettes Policy City Council Ordinance 2023-16 City Council Resolution 2023-264 City Council Resolution 2023-265 33 Park Facilities Policy 1 of 5 City Council Policy PARK FACILITIES POLICY City recreational facilities are available for use by community members through Plymouth Parks and Recreation. Please review all the rules and policies carefully. Facility Request Forms Facilities can be reserved online or by calling the Parks and Recreation office at least two weeks prior to the event. The individual signing the Facility Request form is responsible for all fees assessed for the event.All groups using City facilities are required to provide adequate adult supervision. The adult supervisors are required to remain with the group at all times and are responsible for the group’s conduct and compliance with all rules and regulations. Supervision problems will result in the cancellation of user privileges. Facility Permits/Contracts A Facility Use Permit/Receipt will be e-mailed to you confirming your event. Please review the permit carefully for accuracy. The use of facilities shall be restricted to the spaces, times, equipment, and dates listed on the Facility Use Permit. All events should include enough time to allow for the set-up and clean-up of the event. Additional charges will be assessed for additional clean-up. Rentals for special events, weddings or events with extensive set-up will require a Special Event Permit and prior approval, please contact Plymouth Parks and Recreation at 763-509-5200. Administrative permit and/or temporary on-sale liquor license is required with facility reservations for allowance of alcoholic beverages at the following locations:Northwest Greenway PavilionBass Lake BuildingParkers Lake Building and North Picnic ShelterEast Medicine Lake Shelter Alcoholic beverages sold at public and ticketed events must apply and be approved for a temporary on-sale liquor license and follow MN State Statute 340A. Cancellations The permit holder is responsible for communicating all cancellations to the Park and Recreation office at least 10 business days in advance of the rental. A cancellation fee will be retained for all cancellations. Failure to notify Park and Recreation in advance will result in the assessment of facility charges as well as the cancellation of user privileges. Insurance 34 Park Facilities Policy 2 of 5 City Council Policy Certificates of Insurance will be required for large groups, groups serving food, alcohol, providing inflatables, athletic association, athletic events not sponsored by the City, and for any other event Parks and Recreation deems necessary. If required, each rental group shall provide the City of Plymouth Parks and Recreation Department with a certificate of insurance showing limits of liability coverage at least equal to the Municipal Tort Liability Statute, and also agreeing to provide insurance covering the replacement or repair costs of the facility, and naming the City of Plymouth, its agents, officials, employees and volunteers as additional insured. Coverage must include commercial general liability insurance with limits of at least $2,000,000 and at least $1,000,000 personal injury/per occurrence, $1,000,000 property damage/per occurrence. City Policies 1.The applicant and/or organization agrees to abide by the Nondiscrimination and Sexual Harassment and Sexual Violence Policies of the City of Plymouth and assumes all responsibility for damage or liability of any kind and further agrees to hold harmless the City from any liability or expense in connection with the use of the City facilities. 2.User groups will be held personally responsible for any breakage, damage or loss of equipment. 3.All decorations, including streamers, signs and banners must receive prior approval by the Park and Recreation Department. At no time should these items be attached to the walls using nails or tacks. 4.No person shall use cannabinoid or tobacco products or vape on City owned property parkland, park facilities, open space or joint City/School District properties, except within the confines of a vehicle in a designated parking area. 5.Alcoholic beverages or liquor are not permitted on City property at any time without an administrative or City Council permit. If permit is approved, alcohol must be confined to the shelter area. 6.Fire and safety regulations of the City of Plymouth and the State of Minnesota must be observed at all times. 7.Motorized vehicles or machines are not allowed on park property without City consent. 8.No staking of any kind on park property. 9.It will be the responsibility of every group using park facilities to return the facilities to their original state. General clean-up of the facility is required (disposing of trash, wiping off tables, put away tables, chairs, sweep floors, clean up spills, etc...). 10.No glass containers in Plymouth parks. 11.The City will not be held liable for loss, damage, injury or illness incurred by the users for the facility. 35 Park Facilities Policy 3 of 5 City Council Policy 12.Sales or fundraising activities are not allowed unless the rental group is granted special City approval. 13.Rentals will not be granted for programs, events or services offered by Plymouth Parks and Recreation. 14.Violations may result in the Park and Recreation Department denying future permits for the use of the facility. 15.The Plymouth Police Department has the authority to close the facility/rental at their discretion due to unruly behavior, conduct, disturbance of the peace or other violations of law. Bass Lake Park Building The Bass Lake park building may be scheduled for use on a rental basis by community residents, civic organizations and private groups. The room measures 27’ x 27’ and is rated for an occupancy of 65. Eight tables and 50 chairs are stored on site. If you need more, it is your responsibility to provide them. There are no kitchen facilities. There is a partial kitchen facility available to use. East Medicine Lake Picnic Shelter The East Medicine Lake Shelter, located adjacent the East Medicine Lake Beach can accommodate up to 90 people. It is available to rent seven days a week, pending availability, from May 1-September 30. The shelter has food prep/serving area that includes a sink and electrical outlets. Also on site are 11 picnic tables, a grill and public restroom. The East Medicine Lake Beach and playground are next to the shelter and available for use during rentals. Facility doors and lights are electronically controlled to unlock/lock and turn on/off at the scheduled rental times. Limited parking is available adjacent to the shelter, with overflow parking on neighborhood streets. Northwest Greenway Pavilion The NWG Pavilion, located on the east side of Peony Lane, just north of Schmidt Lake Road and Wayzata High School, can accommodate groups up to 240 people. The open-air shelter contains picnic tables, indoor public restrooms, fireplace, servery (fridge, freezer, prep/serving area, sink). The green room and outdoor television are available for special event rentals for an additional fee. Facility doors and lights are electronically controlled to unlock/lock and turn on/off at the scheduled rental times. Parkers Lake Park Building The multi-purpose room is rated for an occupancy of 60 with partial kitchen facilities available. There are electrical outlets located throughout the room for plugging in crockpots, roasters, etc. There are 8 tables and 50 chairs available for use onsite. The multi-purpose room is an informal meeting room with a rubber floor that does not have the same appearance as a tiled or linoleum floor. Facility doors and lights are electronically controlled to unlock/lock and turn on/off at the scheduled rental times. 36 Park Facilities Policy 4 of 5 City Council Policy Parkers Lake North Picnic Shelter The shelter contains 15 picnic tables, electrical outlets, two barbecue grills, and bathrooms. Doors and lights are electronically controlled to unlock/lock and turn on/off at the scheduled rental times. Limited parking is available adjacent to the shelter, with overflow parking down near the playfields. There is also a small children’s playground located near the facility. Shelter can accommodate up to 150 people. West Medicine Lake Shelter – North The shelter is available to rent seven days a week, pending availability, from May 1-September 30. It contains 4-5 picnic tables with a capacity of up to 30 people. The beach area is adjacent the shelter. The playground and volleyball court are opposite the beach from the shelter. There are portable restrooms available near the entrance to the beach for public use. West Medicine Lake Shelter - South The shelter is available to rent seven days a week, pending availability, from May 1-September 30. It contains 4-5 picnic tables with a capacity of up to 30 people. The beach area, playground and volleyball courts are adjacent the shelter. There are portable restrooms available near the entrance to the beach for public use. Personal Watercraft Storage Racks The City offers seasonal permitted use of personal watercraft (canoe, kayak, etc) storage racks and will issue an identifying sticker that must be displayed on watercraft at all times for verification of rental. Any watercraft without a sticker will be removed from rental rack by the City. The Plymouth Park and Recreation Department will recognize only the person whose signature appears on the application form as being the responsible holder of said rack. At no time may this individual sub-lease or receive remuneration for the use of leased rack without acquiring authorization from the Park and Recreation Department. All watercraft used in the State of Minnesota must be registered with the State. Call 651-296- 2316 to request an application if you haven’t already registered your watercraft. No rental shall be issued to anyone except a bona fide watercraft owner who certifies on the form provided that the address stated is his/her legal residence and that the watercraft to be registered is seaworthy. Suitable identification of the watercraft must be stated on the form, including color, length and manufacturer’s number, if at all possible. Owner must also furnish a Minnesota State Watercraft registration number. Each occupant must carry at least one coast guard approved flotation device at all times while on board watercraft. All watercraft must be removed from rack no later than November 1. 37 Park Facilities Policy 5 of 5 City Council Policy It is mandatory that your watercraft be secured by your own device to the assigned rack at both the front and rear. This is to prevent the watercraft from coming loose during high winds. If this should occur, damage to other watercraft would be considered the liability of the watercraft’s owner. Athletic Associations Plymouth athletic associations will be charged cost recovery fees based on their previous year’s usage of the athletic facilities to conduct their normal day-to-day programs. Lighting will be charged based on requested practice and tournament usage; no lighting fees will be charged for league games. Athletic Associations must provide supplies they may need. Facilities will be provided to youth athletic associations based on the percent of Plymouth children in their program. All groups will be charged a fee for special tournaments, lights, clinics, and camps. Facility Use Classifications Class I Plymouth Parks and Rec programs. Class II Youth Athletic Associations serving Plymouth residents. Class III Plymouth resident groups (50% of users must be Plymouth residents). Class IV Non-profit Plymouth civic organizations. Class V Plymouth churches, religious organizations, and companies Fees Fees are established by Chapter X of the Plymouth City Code. Resolution No. 2021-362, December 14, 2021 (Supersedes Resolution No. 2021-181, June 22, 2021; Resolution No. 2018-365, December 11, 2018; Resolution No. 2017-044, January 24, 2017; Resolution No. 2007-059, February 13, 2007; Resolution 2006-477, November 28, 2006; Resolution 94-46, February 7, 1994; Resolution 93- 118/93-119, February 22, 1993; Resolution 93-38, January 25, 1993; Resolution 92-72, January 27, 1992; Resolution 91-82, January 28, 1991; Resolution 89-128, February 27, 1989; Resolution 90-13, February 26, 1990) 38 Plymouth Community Center 1 of 6 City Council Policy PLYMOUTH COMMUNITY CENTER POLICY The Plymouth Community Center was renovated and expanded during 2020-2022. The project was completed in July 2022.The overall project includes renovating the existing building and expanding the community center by about 80,000 square feet. The Community Center has three wings: Event Wing –Ballroom and meeting rooms Education Wing –Active adults, youth, arts, music and STEM rooms Active Wing –Year-round indoor walking track, gym, fitness rooms and indoor playground The expansion and renovation of the Plymouth Community Center was funded by $45 million in General Obligation Bonds, $5 million in state awarded funds and $1.5 million in sales tax exemption. Priority Usage The Plymouth Community Center shall be used for City of Plymouth recreation programs, events, provide public access to promote healthy lifestyles, and event rentals. Programs and events sponsored or co-sponsored by the City shall have scheduling priority in the Active and Education Wings. Rentals and Events in the Event Wing can be booked 24 months in advance by residents and 22 18 months in advance for non-residents. Reoccurring meeting/events can be booked 6 months in advance. Rentals in the Education and Active Wing can be made 3 months in advance. Types of Events/Activities Permitted The Plymouth Community Center was designed with three specified areas of use: Event Wing, Active Wing and Education Wing. The Event Wing was designed to host rental events such as weddings, end of life celebrations, life events, theater events, corporate events, meetings and conferences. The Active Wing was designed to provide active opportunities for the public such as gymnasium activities, fitness classes, indoor playground and birthday party rentals. The Education Wing was designed to provide education opportunities for the public such as senior events and programs, art classes, STEM classes, meeting room rentals and any others as approved by the City of Plymouth Parks and Recreation Department. Sales or fund-raising activities are not allowed unless the rental group receives prior approval. Rentals will not be 39 Plymouth Community Center 2 of 6 City Council Policy granted for programs, events or services offered by Plymouth Parks and Recreation Division. Stage performances may not feature lewd or obscene lyrics or behavior. Reservation Policy Rental reservations at the Plymouth Community Center are accepted on a space availability basis and may not be transferred or assigned to another user. The individual signing the Rental Contract is responsible for all fees assessed for the event. Event Wing rentals require ½ of rental fees payable to the City of Plymouth to be paid at the time of booking. The remaining balance is due 60 days prior to the event date. Education and Active Wing require full deposit and rental fees at the time of booking. A Plymouth Police Department officer is required for events with more than 150 people. All groups using City facilities are required to provide adequate adult supervision. The adult supervisors are required to always remain with the group and are responsible for the group’s conduct and compliance with all rules and regulations. Events that primarily involve participants 18 years of age and younger must have adult chaperones (21 or older) with a ratio of 20:1. Supervision problems will result in the cancellation of user privileges. Resident fees apply to anyone who lives in Plymouth at the time the event is held. Residents may host events for their children, grandchildren, parents or grandparents. Events held for siblings, cousins, nieces, nephews, uncles, aunts, or other more distant relatives who reside outside of Plymouth would incur non-resident fees and priority. Fees for corporate or church events are based on the location of the company or church (not individual employees or members). Civic groups must be comprised of 50% or more of Plymouth residents to qualify for the resident rates. Non-profit groups will be required to submit a MN tax exempt form (ST-3 or ST-17). For the Event Wing reservation holds will be cancelled if the deposit is not received within one week of reservation request. The remaining account balance will be due 60 days prior to the event, or the reservation will be cancelled. Cancellation Policy The City of Plymouth Parks and Recreation reserves the right to cancel the reservation if the full payment is not received 60 days prior to the event for the Event wing. Rental fees and damage deposits are non-refundable. Rentals may reschedule for another date for no additional fee. Rental fees would be refunded if the rental is rebooked with another group/reservation. Damage/Cleaning Deposit A damage/cleaning deposit is required for each rental. The deposit is due at the time the reservation is made. This deposit will be refunded within two weeks after the event if no problems or no damage was incurred. If the facility rental policies are not met, the 40 Plymouth Community Center 3 of 6 City Council Policy damage/cleaning deposit will be forfeited. If necessary, additional fees for excess damage to the facility will be the responsibility of the renter. Food and Beverage The City of Plymouth has contracted with exclusive caterers for the Event Center to provide food and beverage for events/rentals over 50 people held in the Event Wing. Under no circumstances will the renter or anyone in their party be allowed to bring any food or beverages into the Plymouth Room. Wedding cakes are allowed to be brought in from a licensed baker. Edible guest favors must be individually wrapped. The Education Wing, Active Wing, Green Rooms and Meeting Rooms may have food delivered from a local restaurant. Any food brought in for groups must be pre-packaged or provided by a restaurant. Events with Alcohol Events with alcohol must be served through a City approved licensed caterer A Plymouth Police Department officer is required for events serving alcohol for over 300 people from the time the bar opens until all guests leave the building (minimum of three hours). No alcoholic beverages will be allowed outside the rental area. All alcoholic beverages must be served by the catering company from the bar. No bottles of alcoholic beverages can be left on guest/head tables. Final service of alcoholic beverages shall be 30 minutes before the end of the rental. Last call should be announced 15 minutes prior to bar closing. Consumption of alcoholic beverages must cease at the conclusion of the rental. City of Plymouth recognized organization can request an exemption to this policy and must follow requirements for an approved temporary on-sale liquor license for events. Set-Up/Decoration All decorating is to be done by the renter or their designee. All equipment for your event must be delivered and picked up during the rental reservation time. The rental group is responsible for any delivery charges and for informing all delivery personnel of the facility rental policies. Plymouth Parks and Recreation Department is not responsible for rental items. The rental group is responsible for set-up and removal of all equipment and supplies brought in for the event including supervision of the contractors. 41 Plymouth Community Center 4 of 6 City Council Policy Affixing or draping anything from the walls, floor or ceilings is not permitted. Decorating in public areas (bathrooms, entrance, lobby, etc.) is not permitted unless prior approval is received from PCC staff. Candles used for decoration must have flames contained (i.e. votive, hurricane candle, etc.). Open pillars and candlesticks are not permitted. Balloons are allowed as long as they are fastened down. Any balloon removal from ceiling will be charged to damage deposit. Confetti, glitter, bird seed, rice or other like items are strictly prohibited. If you have additional concerns or questions, please check with the PCC staff. Music/Audio/Entertainers Sound levels for bands and audio equipment will be controlled and maintained at a level set by building management, at a level appropriate for the room size. All music will cease at least 15 minutes prior to the end of the scheduled rental time. Entertainers are required to leave the building 30 minutes past rental end time to avoid additional rental time being charged against the room deposit. Liability/Insurance The person reserving the room is responsible for the appropriate conduct of all the group members and guests, and for any loss, breakage, or damage to the rooms, equipment or other PCC property. The renter shall assume full responsibility for any damages not covered by the event deposit. The City of Plymouth is not liable for any loss, damage, injury, or illness by the users of the facilities in the PCC. Neither the City of Plymouth nor its employees can be held responsible for any items that are left at the facility by the renter or contracted service provider. The renter using the facilities, equipment, and other items owned by the City further assumes all liability for any personal injuries, including death, caused by participants at the scheduled event. Parking All parking at the Plymouth Community Center is free. There are areas for handicapped parking near both entrances to the facility. Parking is allowed on 34th Avenue. City staff will provide information about parking for event staff, deliveries, contractors, and vehicles with equipment. City Policies 1. The applicant and/or organization agrees to abide by the Nondiscrimination and Sexual Harassment and Sexual Violence Policies of the City of Plymouth and assumes all responsibility for damage or liability of any kind and further agrees to hold harmless the City from any liability or expense in connection with the use of the City facilities. 42 Plymouth Community Center 5 of 6 City Council Policy 2. No person shall use cannabinoid or tobacco products or vape on City owned propertyparkland, park facilities, open space or joint City/School District properties, except within the confines of a vehicle in a designated parking area. 3. Fire and safety regulations of the City of Plymouth and the State of Minnesota must be observed at all times. 4. Motorized vehicles or machines are not allowed on park property without City consent. 5. It will be the responsibility of every group using park facilities to return the facilities to their original state. General clean-up of the facility is required (disposing of trash, wiping off tables, put away tables, chairs, sweep floors, clean up spills, etc...). 6. All persons attending an event on PCC property shall abide by the policies of the Plymouth Community Center. At their discretion, PCC staff, their authorized representative or a peace officer may: a. Order the removal of any offender. b. Order immediate removal of all alcoholic beverages from premises. c. Revoke the permit immediately and order all persons from the premises. 7. Violation of these rules may result in the loss of deposit (including additional charges for damages not covered by deposit) and denial of future use of Plymouth Community Center. Under certain conditions, PCC staff may be forced to cancel a lease agreement prior to the event. Possible reasons for cancellation include but are not limited to: a declared state of emergency, unsafe environmental or health conditions, or interrupted utility services. In such an event, the renter agrees that the City shall not have responsibility for anything the renter may suffer or incur due to such a cancellation. The City will attempt to notify the renter as soon as possible if such cancellation occurs. All fees paid to the City by the renter shall be refunded to the renter if the reservation is canceled by PCC for any of the above reasons. The use or rental of the Plymouth Community Center will be at the sole discretion of the City of Plymouth Parks and Recreation Department. Utmost prudence will be exercised in determining the usage of this facility. The Plymouth Parks and Recreation Department will be circumspect in our actions and in our management of the Plymouth Community Center. The City of Plymouth Parks and Recreation Department reserves the right to cancel or deny rental use of the facility if conditions merit. The Director of Parks and Recreation may make exceptions to these policies when it is in the best interest of the City. Fees Fees are established by Chapter X of the Plymouth City Code. Resolution No. 2022-156, May 24, 2022 43 Plymouth Community Center 6 of 6 City Council Policy (Supersedes Resolution No. 2021-362, December 14, 2021; Resolution No. 2021-181, June 22, 2021 Resolution No. 2016-053, February 23, 2016 Resolution No. 2013-261, August 13, 2013; Resolution 2010-165, July 13, 2010; Resolution 2007-05, February 13, 2007; Resolution 2005- 311, August 9, 2005; Resolution 2004-168, April 27, 2004; Resolution 2001-363, August 28, 2001; Resolution 2001-088, February 27, 2001; Resolution 2000-170, March 21, 2000) 44 Ice Center Rates and Policies 1 of 4 City Council Policy PLYMOUTH ICE CENTER HOURLY USE RATES AND PRIORITY USE POLICY Locker Rooms Available one half hour before or as soon as preceding team is out and as soon as possible after designated ice rental period. A team shall be issued a locker room key. One person shall be designated to be responsible for the key and should then return it at the end of the locker room use. Teams are responsible for any vandalism occurring during their use of the locker room and will be billed for any malicious destruction. Arena Office OFF LIMITS TO EVERYONE except Arena personnel unless business related. No office equipment such as telephone, storage, stationery, pens, pencils, chalk, etc. is available for public use. Hockey Rink NO ONE ON ICE until Zamboni gates are closed and countdown timer is set. Nobody is permitted on ice while Zamboni is in operation. Teams, coaches, and groups should not enter rink until management so indicates or the Zamboni is off the ice and the gates are closed. Teams, coaches, and groups are expected to have vacated the ice when the rental period is over. Violations of this rule might result in an extra charge for added ice time. Arena Supplies and Equipment The arena will supply all materials essential to the operation of the facility. These materials shall include such things as toilet paper, hand towels in bathrooms, blackboards in locker rooms, etc. However, certain materials will not be supplied by the arena. These materials include such items as bath towels, chalk, stationery, pencils, telephone, etc. Scoreboard/Penalty Box/Player s Box No one under the age of 18 will be allowed inside the penalty and scoreboard boxes. This includes the operation of the scoreboard and door operators in the penalty box. No one allowed in players boxes without a helmet other than coaches and team managers. Storage Except for any predetermined storage rooms, there is no storage space other than the locker rooms which are provided during the rental period only. 45 Ice Center Rates and Policies 2 of 4 City Council Policy This Facility is Tobacco, Alcohol, and Drug Free NO SMOKING OR TOBACCO CHEWING IS ALLOWED IN ANY PART OF THIS FACILITY AND ON THE GROUNDS. No Spitting ABSOLUTELY NO SPITTING IS ALLOWED anywhere within this facility except on the ice. Food and Beverages No food or beverage can be brought into the facility and absolutely no food or beverage of any kind is allowed in the locker rooms without permission. Rates Fees are established by Chapter X of the Plymouth City Code. Primary Usage in Order of Priority 1.City sponsored programs a)Public Skating b)Learn to Skate/Skating School Program c)Others 2.Wayzata, Armstrong, and Provide Providence High School Hockey 3.Wayzata Youth Hockey Association 4.Other Plymouth Youth Programs 5.PlymouthAdult Programs 6.Tennant of Leased Training Space 7.Other outside community youth groups 8.Private rentals 46 Ice Center Rates and Policies 3 of 4 City Council Policy PLYMOUTH ICE CENTER DISCIPLINARY ACTION PROGRAM The Plymouth Ice Center is adopting a Disciplinary Action Program for person(s) disobeying any of the arena’s rules and regulations. Rules and Regulations: 1. No spitting anywhere in building, except on ice. 2. No use of sticks or pucks in off ice areas. 3. No obscene language, abusive language or racial slurs. 4. No wearing skates without skate guards on bleachers or any other areas not protected by rubber flooring. 5. No being on ice during resurfacing or while Zamboni gates are open. 6. No smoking or chewing tobacco in building. 7. No being in penalty, player, or press box or any areas not allowed without permission. 8. No having food or beverage on ice or in players’ boxes. 9. No in-line skating or skateboarding in building. The disciplinary action for anyone found disobeying these rules is as follows: 1st Offense Warning (name, phone number, parent(s) name and rule broken recorded) 2nd Offense Removal from building for three (3) days. (Name, phone number, rule broken recorded and parent notified). 3rd Offense Dismissal from building for seven (7) days including all practices and games and parent notified. 4th Offense Dismissal from building for entire season, not being allowed to play in any skating programs. 47 Ice Center Rates and Policies 4 of 4 City Council Policy PLYMOUTH ICE CENTER ZERO TOLERANCE PROGRAM The Plymouth Ice Center is adopting a zero tolerance disciplinary action program for person(s) disobeying any in the following list of rules. The City Will NOT Tolerate: 1. Any acts of vandalism or damage to the facility 2. Any form of fighting 3. Any theft or stealing 4. Any use of alcohol or drugs 5. Any form of discrimination 6. Any smoking or use of tobacco products 7. Any form of weapons (These rules are in effect both inside the facility or outside on the grounds.) The disciplinary action for anyone found disobeying these rules is as follows: First Offense Dismissal from the building for a minimum of seven (7) days or more including all practices and games. Parents and/or police will be notified. Second Offense Dismissal from the building for entire season, including any hockey/skating programs. Parents and/or police notified. Police will be called to investigate any malicious damage and charges will be filed. Also, if any offenses cause damage to the building or equipment, all costs of repairs or replacement will be paid for by the person(s) involved in the incident before access will be allowed into the building. Resolution No. 2007-059, February 13, 2007 (Supersedes Resolution 2004-197, May 25, 2004; Resolution 2000-191, April 11, 2000; Resolution 97-83, February 5, 1997) 48 Cannabinoid/Tobacco-Free 1 of 2 City Council Policy CANNABINOID,TOBACCO AND ELECTRONIC CIGARETTES VAPING-FREE POLICY Subject Plymouth Parks and Recreation Cannabis,Tobacco and Electronic Vaping Cigarettes-Free Policy. Policy Statement The City of Plymouth Parks and Recreation Department is committed to the quality of life for all residents, therefore, we believe that: 1.Cannabinoid and Ttobacco product use in the proximity of children, youth and adults engaging in or watching recreational activities is unhealthy and detrimental to the health of others. 2.Cannabinoid and Ttobacco products once consumed in public places are often discarded on the ground, thus posing a risk of ingestion to toddlers and causing a litter problem. 3.As parents, leaders, coaches, and officials we are thought of as role models, and the use of cannabinoid and tobacco products and electronic cigarettes vaping devices around youth has a negative effect on their lifestyle choices. Cannabinoid,Tobacco and Electronic Cigarettes Vaping –Free Facilities No person shall use cannabinoid or tobacco products or electronic cigarettes vape on city-owned parkland, park facilities, open space or joint city/school district properties, except within the confines of a vehicle in a designated parking area. Compliance Procedures The emphasis on enforcing the Cannabinoid,Tobacco and Electronic Cigarettes Vaping-Free Policy is through voluntary compliance: 1.Appropriate Ccity-owned parkland, park facilities, open space or joint Ccity/school district properties will be signed. 2.Plymouth Park and Recreation staff will meet with activity organizations and/or leaders or coaches to discuss the policy and to distribute flyers with the “Cannabinoid,Tobacco and Electronic Cigarettes Vaping Free” regulations. 3.Plymouth Park and Recreation staff will make periodic observations of activity sites to monitor compliance. 4.Plymouth Park and Recreation will take an active role to encourage the surrounding communities to adopt the “Cannabinoid,Tobacco and Electronic Cigarettes Vaping-Free” 49 Cannabinoid/Tobacco-Free 2 of 2 City Council Policy Policy, so that we may act as a united front to ensure the health and wellbeing of our community. Resolution No. 2014-054, February 11, 2014 (Supersedes Resolution No. 2003-491, October 28, 2003) 50 CITY OF PLYMOUTH ORDINANCE NO. 2023-16 ORDINANCE AMENDING RATES AND FEES THE CITY OF PLYMOUTH, MINNESOTA ORDAINS: SECTION 1.Section 1016 of the Plymouth City Code concerning park facilities fees is amended as follows: Section 1016 – Park Facilities Fees Facility Dates Available Reservations Available Times Residents Non-Residents Plymouth Non-profit Corporate Bass Lake ShelterBuilding Half Day rental Jan. 1 -Dec 31 90 days prior to date 9a-2p or 4p-9p $85 $110 $65 N/A Full Day Rental Jan. 1 -Dec 31 90 days prior to date 9a-9p $145 $200 $180 $230 $115 $170 N/A Damage Deposit $200 $200 $200 N/A Parkers Lake Building Half Day rental Jan. 1 -Dec 31 90 days prior to date 9a-2p or 4p-9p $125 $150 $105 N/A Full Day Rental Jan. 1 -Dec 31 90 days prior to date 9a-9p $185 $200 $215 $230 $155 $170 N/A Damage Deposit $200 $200 $200 N/A Northwest Greenway Pavilion Half Day Rental May – October January 1 9a-2p or 4p-9p $150 $200 $175 $225 $125 $175 N/A Full Day Rental May – October January 1 9a-9p $210 $325 $235 $360 $175 $300 N/A Damage Deposit $200 $200 $200 N/A Green Room Rental May – October January 1 9a-9p $50 $75 $50 N/A Special Event Hourly Rate May – October January 1 7a-10p $150 $200 $175 $225 $125 $175 N/A 51 Ordinance 2023-16 Page 2 of 7 Parkers Lake North Picnic Shelter Half Day rental May-October January 1st 9a-2p or 4p-9p $105 $125 $130 $150 $85 $100 N/A Full Day Rental May-October January 1st 9a-9p $165 $200 $200 $225 $135 $175 N/A Damage Deposit $100 $100 $100 N/A East Medicine Lake Picnic Shelter Half Day Rental May- September January 1 9a-2p or 4p-9p $105 $125 $130 $150 $85 $100 N/A Full Day Rental May- September January 1 9a-9p $165 $200 $200 $225 $135 $175 N/A Damage Deposit $100 $100 $100 N/A West Medicine Lake Picnic Shelters Full Day Rental May-October January 1 9a-9p $60 $95 $30 N/A Damage Deposit $100 $100 $100 N/A Hilde Performance Center Hourly Rate April 15- October 15 February 1 8a-11p (2 hr. min.) $175 $200 $215 $250 $140 $175 N/A Damage Deposit $500 $500 $500 N/A Park Facility Rental Fees Personnel Hourly Fee $20 $25 $20 $25 $25 $25 N/A Special Event Fee (0-500 150 people)$60 $60 $60 N/A Special Event Fee (501 151 or more) $110 $125 $110 $125 $110 $125 N/A Food Truck Permit for Rentals $30 $30 $30 N/A Personal Watercraft Racks Parkers Lake, Medicine Lake, Mooney Lake, Pomerleau Lake May 1-Oct 15 April 1 $75 $85 N/A N/A N/A Dock Permits Yearly Fee Jan. 1 - Dec 31 $25 N/A N/A N/A 52 Ordinance 2023-16 Page 3 of 7 Park Access Permit One Time User Fee $75 $75 N/A N/A Park Facilities Outdoor Fields and Rink Hourly Rate Year Round N/A Varies $34 $35 $34 $40 $34 $35 N/A Outdoor Fields and Rink Daily Rate Year Round N/A Varies $135 $140 $135 $155 $135 $140 N/A Outdoor Courts Hourly Rate/Court April-October N/A Varies $12 $15 $12 $17 $12 $15 N/A Indoor Courts Hourly Rate Year Around N/A Varies $25 $45 $25 $50 $25 $45 N/A Disc Golf Hourly Rate April-October N/A Varies $10 $10 $10 N/A Field/Rink Lights Hourly Rate Year Round N/A Varies $30 $30 $30 N/A Field Set Up Fee Mid April-Mid October N/A Varies $40 $45 $40 $45 $40 $45 N/A Attendant Hourly Rate Year Round N/A Varies $20 $25 $20 $25 $20 $25 N/A Artificial Turf Field Hourly Rate Mid April-Mid October N/A Varies $55 $60 $55 $66 $55 $60 N/A Artificial Turf Field Daily Rate Mid April-Mid October N/A Varies $225 $230 $225 $255 $225 $230 N/A Millennium Garden Friday, Saturday and Sunday 4- hour time block May 1-Sept 30 October 31st Res. 24 months prior Non-Res. 22 18 months prior 8a-9p $375 $500 $475 $600 $375 $500 Damage Deposit $500 $500 $500 Police Officer Hourly Rate (Groups larger than 300) $60 $60 $60 Plymouth Community Center Full Plymouth Room Daily Rate F Fri-Sat Res. 24 months prior Non-Res. 22 18 months prior 10a- midnight $1000 $3350 $1125 $3700 $1000 $3350 53 Ordinance 2023-16 Page 4 of 7 Full Plymouth Room Daily Rate Sa Sunday Res. 24 months prior Non-Res. 22 18 months prior 10a- midnight 10pm $1,350 $2850 $1,700 $3200 $1,350 $2850 Full Plymouth Room Daily Rate Sun-Th Mon-Th Res. 24 months prior Non-Res. 22 18 months prior 10a-10p $800 $1000 $975 $1175 $800 $1000 Half Plymouth/ Green Room Daily Rate M-Th Res. 24 months prior Non-Res. 22 18 months prior 8a-9p $500 $700 $625 $825 $500 $700 Plymouth Room Damage Deposit $500 $750 $ 500 $750 $500 $750 Theater Hourly Rate (2 hour minimum) Res. 24 months prior Non-Res. 22 18 months prior 8a-9p $125 $160 $125 Theater Light & Sound Board Flat Rate $200 $200 $200 Multipurpose Event Rooms (Aspen, Birch and Cedar) Hourly Rate (2 hour minimum) Res. 24 months prior Non-Res. 22 18 months prior $50 $65 $65 $80 $50 $65 Conference Rooms Hourly Rate (2 hour minimum) 3 months in advance $30 $40 $30 Classrooms (2 hour minimum) 3 months in advance $50 $65 $65 $80 $50 $65 Green Rooms- Daily Rate Hourly Rate (2 hour minimum) Res. 24 months prior Non-Res. 22 18 months prior 8a-10p $60 $500 $75 $625 $60 $500 Gymnasium Hourly Rate (2 hour minimum/gym) 3 months in advance $60 $75 $60 Meeting/ Conference/ Green Room Damage Deposit (2 hour minimum)$100 $100 $100 54 Ordinance 2023-16 Page 5 of 7 East Deck Hourly Rental (2 hour minimum)$40 $50 $40 Firepit Rental Flat Fee $25 $30 $25 Personnel Hourly Fee $20 $25 $20 $25 $20 $25 Playground/Op en Play Admission (includes tax)$5 $6 $7 $8 $5 $6 Playground Admission – Group Rate (10 or more/includes tax) $4.50 $5.00 $6.50 $7.00 $4.50 $5.00 Playground Admission Punch Pass (10 passes/includes tax) $45 $54 $63 $72 $45 $54 Playground Admission Punch Pass (20 passes/includes tax) $85 $108 $119 $144 $85 $108 Exclusive Playground Party $300 $325 $375 $400 $300 $325 Birthday Parties (10/passes/incl udes tax) – 2 hours $155 $175 $190 $210 $155 $175 Party Room Damage Deposit $25 $25 $25 Plymouth Ice Center* Effective January 11 Early Morning Hourly Rate Sept-Aug 6a-8a M-F $140 $150 $140 $150 $140 $150 Day Prime Time Hourly Rate Sept-March 8a-3p M-F $190 $190 $190 Prime Time Hourly Rate Sept-March 3p-Midnight M-F and 6a- Midnight Sa-Su $245 $260 $245 $260 $245 $260 N/A 55 Ordinance 2023-16 Page 6 of 7 Facility Dates Available Reservations Available Times Residents Non- Residents Plymouth Non-profit Corporate High School Games Hourly Rate Wayzata/Providence $260 $350 $260 $350 $260 $350 Holiday Hourly Rate Martin Luther King, President’s, Veterans, Juneteenth, Thanksgivin g, and Christmas Eve $265 $280 $265 $280 $265 $280 Off Season Hourly Rate April-August 8a- Midnight M-Su $200 $215 $200 $215 $200 $215 N/A Plymouth Community Center Fieldhouse* Effective June November 1 2 Full Field Prime Time Hourly Rate November- April August 5-10:30p 10:00p (M-F) 7:30a- 10:30p 7a-10p (Sa, Su, Hol) $345 $365 $360 $405 N/A N/A Half Field Prime Time Hourly Rate November- April August 5-10:30p 10p (M- F) 7:30a- 10:30p 7am - 10p(Sa, Su, Hol) $195 $215 $205 $240 N/A N/A Full Field Non- Prime Time Hourly Rate November- April August 7:30a-5p (M-F)$200 $225 N/A N/A Half Field Non- Prime Time Hourly Rate M-F August 7:30a-5p (M-F)$100 $125 N/A N/A * Facility Manager has the authority to adjust an hourly fee within 48 hours of a potential rental date if the facility is still available for rent. * State sales tax will be added per state statute. 1. Plymouth Ice Center and Plymouth Community Center fees, as amended by Ord. No. 2023-16, shall become effective January 1, 2024. 56 Ordinance 2023-16 Page 7 of 7 2. Plymouth Fieldhouse fees, as amended by Ord. No. 2023-16, shall become effective November 1, 2023. SECTION 2.This ordinance shall become effective immediately upon passage with new fee changes implemented immediately upon passage except for the following: 1. Plymouth Ice Center and Plymouth Community Center fees shall become effective January 1, 2024. 2. Plymouth Community Center Fieldhouse fees shall become effective November 1, 2023. ADOPTED by the City Council this 10th day of October, 2023. Jeffry Wosje, Mayor ATTEST: _______________________________ Jodi Gallup, City Clerk 57 CITY OF PLYMOUTH RESOLUTION NO. 2023-264 RESOLUTION APPROVING SUMMARY PUBLICATION OF ORDINANCE NO. 2023-16 ORDINANCE AMENDING SECTION 1016 OF THE CITY CODE CONCERNING PARK FACILITIES FEES Ordinance No. 2023-16 amends Section 1016 of the City Code concerning park facilities fees. A printed copy of the entire ordinance is available for inspection at the City Clerk’s Office during regular office hours. APPROVED by the City Council on this 10th day of October, 2023. 58 CITY OF PLYMOUTH RESOLUTION NO. 2023-265 RESOLUTION APPROVING AMENDMENTS TO ICE ARENA RATES AND PRIORITY USE, PARK FACILITIES RENTAL, PLYMOUTH COMMUNITY CENTER, TOBACCO,AND ELECTRONIC CIGARETTES POLICIES WHEREAS, on annual basis, city staff reviews policies relating to various city parks facilities and programs; and WHEREAS, on September 14, 2023, the Park and Recreation Advisory Commission recommended amendments to the Ice Arena Rates and Priority Use, Park Facilities Rental, Plymouth Community Center, Tobacco and Electronic Cigarettes Policies. NOW, THERFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA that amendments to the Ice Arena Rates and Priority Use, Park Facilities Rental, Plymouth Community Center, Tobacco and Electronic Cigarettes Policies are approved. APPROVED by the City Council on this 10th day of October, 2023. 59 Regular City Council October 10, 2023 Agenda Number:8.1 To:Dave Callister, City Manager Prepared by:Chloe McGuire, Planning and Development Manager Reviewed by:Grant Fernelius, Community and Economic Development Director Item:Deny variance request for increased impervious surface coverage at 9600 17th Avenue N (202306 - Tom Li) 1.Action Requested: Motion to adopt resolution denying a variance to the impervious surface coverage requirements at 9600 17th Avenue N. 2.Background: The application has proposed to keep an existing shed which increased impervious surface from 35.3% to 39.4% where 25% is allowed. Staff received one email (attached) opposed to the variance and a complaint about the shed. Additionally, one resident attended the public hearing opposed to the project. The Planning Commission met and held a public hearing on the item on September 20, 2023. The Planning Commission recommended denial of the proposed variance. 3.Budget Impact: NA 4.Attachments: Planning Report Site Aerial Approved Survey 2018 Existing Survey (Proposed) 2023 Shed Renderings Application and Narrative Comment Received Violation Notices Draft Presentation City Council Resolution 2023-261 60 Agenda Number File 2023056 PLYMOUTH COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING STAFF REPORT TO: Plymouth Planning Commission FROM: Chloe McGuire, AICP, Planning and Development Manager MEETING DATE: September 20, 2023 APPLICANT: Tom Li PROPOSAL: Variance to impervious surface coverage for a shed in the rear yard at 9600 17th Ave LOCATION: 9600 17th Ave GUIDING: LA-1 (living area 1) ZONING: RSF-2 (single family detached 2) REVIEW DEADLINE: December 28, 2023 DESCRIPTION OF REQUEST: The applicants are requesting approval of a variance to keep a shed on the property which increased impervious surface from 35.3% to 39.4%, where the zoning ordinance allows a maximum of 25%. Notice of the public meeting was mailed to all property owners within 200 feet of the site. A copy of the notification area map is attached. Staff received correspondence from two neighbors about this project - a complaint about the shed and a call from a neighbor concerned about the shed staying onsite (recommended denial of variance). 61 Page 2 Surrounding Land Uses Adjacent Land Use Guiding Zoning North, East Single-family homes LA-1 RSF-2 South Industrial I I-3 East, Northeast Public P-I P-I Natural Characteristics of Site The lot is located in the Bassett Creek watershed and fully within the Medicine Lake Shoreland Management Overlay district. The property contains no wetlands and is not located in a floodplain overlay district. The site is approximately 275 feet from the edge of Medicine Lake (ordinary high water line). Properties within the shoreland overlay district, which are also limited in their impervious surface coverage, are shown in the map to the right within the colored circles around water bodies. Around 5400 residential parcels that are completely within the Shoreland layer (zoned one of the RSF, RMF or PUD). 62 Page 3 Previous Actions Affecting Site and Timeline of Actions Year Action 1999 Small house seen onsite in aerial photos 2002 Rear yard garage seen onsite in aerial photos Impervious surface rules implemented by city per State of Minnesota, limiting impervious surface coverage allowable levels 2013 New owners purchase property (current owners, applicant) 2015 Rear yard garage torn down NOTE: 180 days after tear-down, property loses nonconforming rights (grandfathered) to this impervious surface coverage 2018 Building permit approved – proposed to tear down house and build at lower impervious amount Survey noted a reduction in impervious from 48.3% to 35.3%, which is still over the allowable 25% threshold, but a reduction in overall impervious, so it could be administratively approved. 2019 Construction 2020 Construction 2021 Construction 2022 Construction 2023 Owner puts up shed, complaint received by city about shed and impervious surface. Through inspection and survey, found to be over allowed impervious surface. June 2023 – First Notice of Violation regarding Shed August 2023 – Second Notice of Violation regarding Shed August 2023 – Variance request submitted. Survey shows 39.4% impervious where only 35.3% is allowed Note: Construction of the home is not yet finalized. The need for additional storage onsite may be related to the construction of the home (which can be seen in photos) and staff finds that the new home is of a reasonable size that once completed, should meet the needs of reasonable storage onsite. Additionally, this is a new home. Staff finds that additional storage could have and should have been considered during the design process, which was less than 5 years ago and the home has been in construction during all of these years. The home does not have a certificate of occupancy yet. The applicant also received note from the city in July 2023 that he was not in compliance with city tree planting rules, which require 2 new trees in the front yard of new homes. These trees were not planted. 63 Page 4 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a variance is limited to whether or not the proposal meets the standards for a variance. The city has a relatively high level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards for a variance. The applicant’s response to the variance standards is attached. ANALYSIS OF REQUEST: The applicants request the variance to keep a shed in the rear yard of the property. The shed is under 200 square feet. Section 21665 of the zoning ordinance allows a maximum of 25% impervious surface coverage on all properties within 1,000 feet of a lake. The applicants’ survey indicates that their property would contain 39.4% impervious surface coverage and will remain at that amount if the variance is approved, though they are lawful, nonconforming at 35.3%. To approve a variance, the City Council must make the following findings, per Section 21030 of the Zoning Ordinance. The following findings are written for denial of the variance request. 1. Would the variance, and its resulting construction or project, be in harmony with the general purposes and intent of this Chapter, and be consistent with the comprehensive plan? Finding: Staff finds that the request is in harmony with the RSF-2 Zoning Ordinance, where single family homes are an allowed use, and sheds are an approved accessory use, and consistent with the LA-1 Guiding. 2. Is the variance request is based exclusively upon economic considerations? Finding: Staff finds that the request is not solely based on economic considerations, but may be partially based upon economic considerations resulting from the construction of the main home, which is not yet finalized. 3. Would the variance, and its resulting construction or project, be detrimental to the public welfare, or would it be injurious to other land or improvements in the neighborhood? Finding: Staff finds that the request may be detrimental to the public welfare, and would not be injurious to other land/improvements in the neighborhood. The applicant is requesting an increase in impervious surface, which can impact adjacent properties with increased runoff. A goal of the impervious surface regulations (intent below) are to protect water quality and lay out recommendations for the built environment around our lakes. The intent of the shoreland regulations: The regulations contained in this section are intended to guide and govern the wise development of shoreland of public waters, thus preserving and enhancing the quality of surface waters, preserving the economic and natural environmental values of shorelan ds, and providing for the wise utilization of water and related land resources in the City. It is the intent 64 Page 5 of this section to implement the goals and objectives of the Comprehensive Plan with respect to the identified shoreland areas. The regulations con tained within this section establishing this overlay district are intended to manage areas suitable for development of varying types as allowed in the underlying zoning district. It is the intent that this section be administered in conjunction with the ad opted land use regulations and requirements of this Chapter and of other ordinances, codes, and policies. The applicant proposed a rain barrel to offset the increase in impervious surface, which may help alleviate the increased runoff, but the property is already 10% over the allowable impervious surface and staff finds that the home can function reasonably at its current state. 4. Would variance, and its resulting construction or project, impair an adequate supply of light and air to adjacent properties? Or would it substantially increase traffic congestion in public streets, increase the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood? Finding: Staff finds that the request would not impair light and air, nor increase traffic, risk of fire, nor endanger the public safety, nor dimmish property values in the neighborhood. Staff finds that the variance request is consistent with uses in this zoning district. 5. Is the variance requested is the minimum action required to address or alleviate the practical difficulties? Finding: Staff finds that there are no practical difficulties onsite, and that the shed was built without a prior variance. Storage on this property could be within the single family home and attached garage. 6. Practical Difficulties Does the applicant propose to use the property in a reasonable manner permitted by this Chapter? Finding: Staff finds that the request is reasonable. Sheds are a permitted use in the RSF-3 District. Is the plight of the landowner is due to circumstances unique to the property that were not created by the landowner? Finding: Staff finds that the variance request is due to situations created by the landowner. The property owner recently applied to tear down and rebuild the home and property, in 2018, with 35.3% impervious surface, which is already more than 10% higher than allowed in this district. The The variance, if granted, would not alter the essential character of the locality? Finding: Staff finds that the request would alter the essential character of the locality, finding that increased impervious surface leads to impacts on adjacent properties. Additionally, staff has received feedback from neighbors that the shed is not in character with that of the locality. 65 Page 6 If the Planning Commission recommends approval of the variance, each of the above findings must be made by the Planning Commission for approval. RECOMMENDATION: Staff recommends denial of the requested variance subject to the conditions listed in the attached resolution. 66 Maxar, Microsoft 67 68 17th A v e n u e N o r t h PROPOSED ELEVATIONS : OLD FIRST FLOOR = 897.4 1ST FLOOR = 898.07 GAR. FLOOR = 896.90 FINAL AS-BUILT ELEVATIONS: THRESHOLD = 896.7 GAR. FLOOR = 896.1 # 42379 LICENSE NO. Thomas M. Bloom DATE S1 JULY 19, 2023Phone (952) 474-7964 Web: www.advsur.com Advance Surveying & Engineering, Co. CLIENT NAME / JOB ADDRESS SHEET TITLE FINAL AS - BUILT SURVEY SHEET NO. SHEET 1 OF 1 DRAWING ORIENTATION & SCALE 40200 230960 TB DRAWING NUMBER DATE DRAFTED: DATE SURVEYED:JULY 19, 2023 JULY 19, 2023 FINAL AS-BUILT HARDCOVER House 1,774 Sq. Ft. Porch 360 Sq. Ft. Conc. Drive/Walk 783 Sq. Ft. Concrete Surfaces 222 Sq. Ft. TOTAL EXISTING HARDCOVER 3,139 Sq. Ft. AREA OF LOT 7,971 Sq. Ft. PERCENTAGE OF HARDCOVER TO LOT 39.4% LEGEND SHEET SIZE 17 X 22SCALE - 1" = 20' LEGAL DESCRIPTION: Lot 12, INGLEBRAE, Hennepin County, Minnesota. SCOPE OF WORK & LIMITATIONS: 1.Showing the length and direction of boundary lines of the legal description listed above. The scope of our services does not include determining what you own, which is a legal matter. Please check the legal description with your records or consult with competent legal counsel, if necessary, to make sure that it is correct and that any matters of record, such as easements, that you wish to be included on the survey have been shown. 2.Showing the location of observed existing improvements we deem necessary for the survey. 3.Setting survey markers or verifying existing survey markers to establish the corners of the property. 4.This survey has been completed without the benefit of a current title commitment. There may be existing easements or other encumbrances that would be revealed by a current title commitment. Therefore, this survey does not purport to show any easements or encumbrances other than the ones shown hereon. 5.Note that all building dimensions and building tie dimensions to the property lines, are taken from the siding and or stucco of the building. 6.Showing and tabulating impervious surface coverage of the lot for your review and for the review of such governmental agencies that may have jurisdiction over these requirements to verify they are correctly shown before proceeding with construction. 7.Showing elevations on the site at selected locations to give some indication of the topography of the site. We have also provided a benchmark for your use in determining elevations for construction on this site. The elevations shown relate only to the benchmark provided on this survey. Use that benchmark and check at least one other feature shown on the survey when determining other elevations for use on this site or before beginning construction. STANDARD SYMBOLS & CONVENTIONS: "●" Denotes iron survey marker, set, unless otherwise noted. TOM LI 9600 17TH AVENUE NORTH PLYMOUTH, MN Deephaven, Minnesota 55391 18202 Minnetonka Boulevard, Suite 401 PROPOSED HARDCOVER House 1,774 Sq. Ft. Driveway 503 Sq. Ft. Walk 89 Sq. Ft. Porches 444 Sq. Ft. TOTAL EXISTING HARDCOVER 2,810 Sq. Ft. AREA OF LOT 7,971 Sq. Ft. PERCENTAGE OF HARDCOVER TO LOT 35.3% 69 70 71 Brief description of Variance Request: We are applying for a variance request at our property address of 9600 17th Ave North to allow for a backyard shed to be installed and increase impervious surface from proposal 35.3% to now 39.4%. Building a new house at our current property is our family's dream since we have purchased the property over 10 years ago. It had a hardcover 48% before starting new building process. We believe our request for a variance is reasonable for a few reasons. 1) This is a very small size of lot. Only 0.18 ac. It has grandfather hardcover 48%. Now hardcover is 39.4% and dramatically decrease hardcover surface. House has been built with ICF blocks which it has 12” thickness exterior walls taken more interior space than tradition one. ICF is Eco friendly Geen block. The backyard shed will be good use and keep the backyard clean and neat. 2) Best Management Practice (BMP) Solutions available: We would be happy to work closely with the city planning team to ensure the final design incorporates the necessary BMP to ensure limited rainwater runoff from our property. We have installed a 250-gallon rain barrel in the Northeast corner. Please see attached photos. We will be more than happy to make some changes if city planning team has some recommendations and suggestions. In summary, we are requesting a variance from the City of Plymouth to allow backyard shed to be installed and increase impervious surface to 39.4% from proposal 35.3 at 8600 17th Ave North. We can work with the planning team so that it does not have negative consequences from a water runoff standpoint. We very appreciate your consideration. Tom and Lan. 9600 17th Ave North. 72 Community and Economic Development Department 3400 Plymouth Blvd Plymouth, MN 55447 (763) 509-5450 What is the proposed project? Explain what you’re doing and why you need a variance. It is a new build process for 9600 17th Ave North, Plymouth, MN 55441. From final AS_BUILT survey, impervious (Hardcover) is 39.4%. And proposed is 35.3%; It increases 4.1%; Driveway increases about 2.5%. Patio and rain harvest system base add about 1.2%. The shed adds about 0.08%; Other miscellaneous adds about 0.32%. It had 48% impervious surface before the new building process starts. With rise issue with impervious surface coverage over proposed during the phase of building shed, Homeowner (BUILDER) would like to have a city approval variance which over the proposed impervious surface percentage. Would the variance, and its resulting construction or project, be in harmony with the general purposes and intent of the Zoning Ordinance, and consistent with the comprehensive plan? Explain. The shed has been designed to match the current new house design. Please see attached 3D designs. Driveway hardcover increases to match the garage width, which is good to fit the property. Would the variance, and its resulting construction or project, be detrimental to the public welfare, or injurious to other land or improvements in the neighborhood? Explain. The shed has setback back in place. Originally it has two car garage without setback. The shed is perfect to fit and good use with new property. It has a similar shed around the neighborhood. Driveway hardcover is naturally to fit with new house and the same as miscellaneous hardcover. Would the variance, and resulting project, impair an adequate supply of light and air to adjacent properties, substantially increase traffic congestion in public streets, increase the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood? Explain. According to the survey, the shed will not result project, impair an adequate supply of light and air to adjacent properties. The shed is used by homeowners for storage garden tools and will not substantially diminish property values within the neighborhood. Increased driveway hardcover will be naturally look and feel about property. 73 Community and Economic Development Department 3400 Plymouth Blvd Plymouth, MN 55447 (763) 509-5450 Explain the “practical difficulties” present by answering the following questions: Is the variance the minimum action required to address or alleviate the practical difficulties? Explain. Do you plan to use the property in a reasonable manner, permitted by the Zoning Ordinance? Explain. Yes, we are live here as single-family house and planning for long term. Would the variance, if granted, alter the essential character of the locality? No. Is the variance request based exclusively upon economic considerations? Explain. No. It is to store some miscellaneous garden tool and such to make backyard looks good and neat. Is the difficulty due to circumstances unique to the property and was the issue created by the property owner? Explain. This is a very small size of lot. Only 0.18 ac. It has grandfather hardcover 48%. Now hardcover is 39.4% and dramatically decrease hardcover surface. House has been built with ICF blocks which it has 12” thickness exterior walls taken more space interior than tradition build. ICF is Eco friendly Geen block. 74 75 250-gallon rainwater collection system 76 1 Chloe McGuire From:Webmail - Planning Sent:Thursday, September 21, 2023 8:04 AM To:Chloe McGuire Subject:FW: Tom Li Request for Variance Jennifer Harmer | Permit Technician City of Plymouth 3400 Plymouth Boulevard Plymouth, MN 55447 www.plymouthmn.gov From: Tom Conn <thomaseconn@gmail.com> Sent: Wednesday, September 20, 2023 4:45 PM To: Webmail - Planning <planning@plymouthmn.gov> Subject: Tom Li Request for Variance Dear Chloe, I would like to offer some thoughts on Mr. Li’s request. I live on East Medicine Lake Blvd, a short walk from the East Medicine Lake Park, which I believe is adjacent to Mr. Li’s house. My thoughts: 1. The standard allowance for impermeable surface was 25% at the time we built in 2004, which I believe is the current allowance. I can understand the need for a 35% variance to build on a small lot, but I think that all needs for impermeable surface should have been taken into consideration at the time of the original request. 2. The park path and parking lot are oftentimes covered with water in the early spring, causing inconvenience for the people who use these public areas. The adjacent impermeable surface should be reduced if anything, not increased. 3. Finally, I think there is a fairness issue at play. We went to considerable expense to stay within the 25% allowance, which we achieved by building a permeable driveway (which by the way, still required a variance). I think that Mr. Li should discuss what measures he might take to stay within the original variance. Thank you, Tom Conn You don't often get email from thomaseconn@gmail.com. Learn why this is important 77 SECOND VIOLATION NOTICE 08/09/2023 9600 17TH AVE N PID: 25-118-22-41-0021 SHUNZHONG LI AND LAN HONG 9600 17TH AVE N PLYMOUTH, MN 55441 The City of Plymouth received a complaint about the property located at 9600 17th Avenue N. A Violation Notice was issued on July 10th, 2023. The compliance date set in this matter was August 1st, 2023. A re-inspection was conducted. At that time, the violation(s) as cited were not brought into compliance with Plymouth Property Maintenance Code, City Code and/or the International Property Maintenance Code as adopted (IPMC). Description of Violation(s): A shed is being built on the property adding to the non-conformity related to impervious surface coverage on the lot. Impervious surface coverage already exceeds 36%. IMPERVIOUS SURFACE AREA PZO 21665.04 GENERAL DENSITY AND DESIGN STANDARDS, SUBD 4, MAXIMUM IMPERVIOUS SURFACE AREA AND STORMWATER MANAGEMENT STANDARDS. MAXIMUM IMPERVIOUS SURFACE AREA. THE TOTAL AREA OF ALL IMPERVIOUS SURFACES ON A LOT SHALL NOT EXCEED 25 PERCENT OF THE TOTAL LOT AREA LYING ABOVE THE ORDINARY HIGH WATER LEVEL. CORRECTION ORDER: Either remove the shed from the property or seek a variance from the Plymouth City Council to allow the shed to remain. Planner Kip Berglund will send you an email advising as to what documentation is required to pursue a variance. The compliance date in this matter has been extended to September 1st, 2023. On this date, a re- inspection of the property will be completed at which time either have the shed removed and any debris from the shed removed from the property or have the variance application and all required supporting documentation along with the required fee submitted to the Planning Division. If the code violations have not been corrected this matter will be referred to the Plymouth City Attorney’s office. If you have questions regarding the content of this letter you may contact me directly by email wkulesa@plymouthmn.gov or phone 763-509-5445. Sincerely, Warren Kulesa Housing Inspector 78 VIOLATION NOTICE July 10, 2023 Property Owner and Address: Description of real estate (“Property”): SHUNZHONG LI AND LAN HONG 9600 17TH AVE N 9600 17TH AVE N PLYMOUTH, MN 55441 PLYMOUTH, MN 55441 PID: 25-118-22-41-0021 Background: The City of Plymouth has received a complaint(s) regarding the property located at 9600 17TH AVE N. The property does not meet the minimum requirements of the Plymouth City Code and/or the International Property Maintenance Code as adopted by the City. In response to this complaint, an inspection of the property was conducted. At that time the following code violations were observed. Description of Violation: Impervious surface area exceeded on the lot. A shed is under construction. No additional impervious surface (as defined below) is permitted on the lot as it currently contains 36.3 percent impervious surface where up to 25 percent is allowed. I have also attached a copy of the survey of the property on file. Impervious Surface: An artificial or natural surface that is highly resistant to infiltration by water. It includes surfaces such as compacted sand or clay as well as most conventionally surfaced driveways, buildings, sidewalks, stoops, patios, tennis courts, parking lots, swimming pools, and other similar structures. Impervious surface shall include cantilevered areas located less than 6 feet above the adjoining grade, and any portion of cantilevered areas that project more than 30 inches out from the wall. Impervious surface shall exclude the area covered by free-standing retaining walls, and the area covered by man-made surfaces (e.g., certain paver systems, green roofs) that are constructed to allow absorption of a 2.5-inch rain event into the soils directly below within 24 hours. For pavers to qualify as pervious, the paver system shall be designed, installed, and maintained pursuant to city specifications. Code Section Violation: IMPERVIOUS SURFACE AREA PZO 21665.04 GENERAL DENSITY AND DESIGN STANDARDS, SUBD 4, MAXIMUM IMPERVIOUS SURFACE AREA AND STORMWATER MANAGEMENT STANDARDS. MAXIMUM IMPERVIOUS SURFACE AREA. THE TOTAL AREA OF ALL IMPERVIOUS SURFACES ON A LOT SHALL NOT EXCEED 25 PERCENT OF THE TOTAL LOT AREA LYING ABOVE THE ORDINARY HIGH WATER LEVEL. CORRECTION ORDER: Remove the shed and the debris from the shed from the property. Pursuant to Plymouth City Code Section 2010 subdivision 2 and IPMC section 107 you are hereby ordered to correct the above listed items. A re-inspection of the property will be completed on August 1st, 2023 to ensure the violation(s) as cited have been corrected. 79 If you have questions regarding the content of this letter you may contact me directly by email wkulesa@plymouthmn.gov or by phone (763) 509-5445. Sincerely, Warren Kulesa Housing Inspector City of Plymouth 80 2023056 9600 17th Ave Tom Li - Impervious Surface Variance 81 Variance Proposal •Keep existing ~8’3 x 8’6 foot shed •Shed is still under construction •Approve variance from 35.3% to 39.4% impervious surface, where 25% is allowed. •Applicant has proposed a rain barrel to help mitigate increased impervious surface. •Mitigation is required if a variance is approved. •Mitigation does not automatically approve a variance. 82 Impervious Surface Regulations •Properties within the Shoreland Overlay District are limited to 25% impervious surface. •Impervious surface includes: structures (e.g. homes and sheds), pavement (driveway, walkway), rooflines (e.g. carport, gazebo), gravel, pools, etc. •Impervious surface does not include: decks, gardens, permeable pavers (built correctly), grass, wetland areas, trees, etc. •Property across the street requested patio (administratively) and was denied unless they go through variance process. 83 Year Action 1999 Small house seen onsite in aerial photos 2002 Rear yard garage seen onsite in aerial photos Impervious surface rules implemented by city per State of Minnesota, limiting impervious surface coverage allowable levels 2013 New owners purchase property (current owners, applicant) 2015 Rear yard garage torn down NOTE: 180 days after tear-down, property loses nonconforming rights (grandfathered) to this impervious surface coverage 2018 Building permit approved – proposed to tear down house and build at lower impervious amount Survey noted a reduction in impervious from 48.3% to 35.3%, which is still over the allowable 25% threshold, but a reduction in overall impervious, so it could be administratively approved. During this process, staff requests that applicants get as close to 25% as possible. Footprint of approx. 2800 sq ft. 2019 Construction 2020 Construction 2021 Construction 2022 Construction 2023 Owner puts up shed, complaint received by city about shed and impervious surface. Through inspection and survey, found to be over allowed impervious surface. June 2023 – First Notice of Violation regarding shed August 2023 – Second Notice of Violation regarding shed August 2023 – Variance request submitted. Survey shows 39.4% impervious where only 35.3% is allowed Note: Construction of the home is not yet finalized. The need for additional storage onsite may be related to the construction of the home (which can be seen in photos) and staff finds that the new home is of a reasonable size that once completed, should meet the needs of reasonable storage onsite. Additionally, this is a new home. Staff finds that additional storage could have and should have been considered during the design process, which was less than 5 years ago and the home has been in construction during all of these years. The home does not have a certificate of occupancy yet. The applicant also received note from the city in July 2023 that he was not in compliance with city tree planting rules, which require 2 new trees in the front yard of new homes. These trees were not planted.84 2021 Current + Proposed Deck20232018 Note: Decks do not count towards impervious surface. 85 Variance Standards (City Code) Finding Analysis Would the variance, and its resulting construction or project, be in harmony with the general purposes and intent of the Zoning Ordinance, and consistent with the comprehensive plan? The use of a shed is consistent with the zoning ordinance and comprehensive plan. The impervious surface increase is not consistent with the zoning ordinance, comprehensive plan, and City Council strategic priority of resilience + sustainability. Would the variance, and its resulting construction or project, be detrimental to the public welfare, or injurious to other land or improvements in the neighborhood? Increase in impervious surface, especially near lakes/surface water and on smaller lots, does impact drainage patterns, water quality, and overall sustainability of city. Many small actions can create detrimental impacts. Would the variance, and resulting project, impair an adequate supply of light and air to adjacent properties, substantially increase traffic congestion in public streets, increase the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood? The variance would not endanger public health or safety. 86 Variance Standards (State Statute) Practical Difficulty Test Analysis Do you plan to use the property in a reasonable manner, permitted by the Zoning Ordinance? Yes – accessory structures are generally allowed in single family neighborhoods. Would the variance, if granted, alter the essential character of the locality? Yes – this property, and all adjacent properties, are within the shoreland overlay which only allows 25% impervious surface. This property is already over the threshold at 35.3% without the shed. Is the variance request based exclusively upon economic considerations? Explain. No – it does not appear that the shed is being requested for only economic reasons. Is the difficulty due to circumstances unique to the property and was the issue created by the property owner? Explain. Yes – the home was recently approved (2018) and was in construction through 2023. The shed is being requested for more space, but the homeowner has not changed since 2018 and the home was just designed. The homeowner was aware of the impervious surface regulations and has city staff at his house frequently who he could ask for information on putting up a new building. Additionally, the homeowner has continued to work on the shed after being sent 2 violation letters. Staff finds that the shed is due to an issue created by the property owner and it is not due to a uniqueness of the property. The city has numerous, undersized properties within the shoreland overlay district that must comply with regulations. 87 Year Estimated Impervious Surface 1999 21% 2004 ~40%* 2015 ~42%* 2018 48.3% New home approved for 35.3% (reduction, so approved administratively) 2019 - 2022 (0% - 35.3% Site cleared, under construction) 2023 35.5% → 39.4% *Based on Aerial Imagery 88 Recommendation •The Planning Commission unanimously recommended denial of the proposed variance, as outlined in the staff report. •Note: if the City Council wants to approve, they will need to create findings for each of the “red” findings in the previous slides, and propose additional mitigation measures consistent with City Code requirements. 89 Recently Approved Deck •Decks do not count towards impervious surface but does provide the ‘appearance’ of a covered lot. •Deck and proposed firepit (north, adjacent to deck) were approved in Sept 2023 90 Lawful, Nonconforming (Grandfathered Rights) Non-Conforming Uses. (a) Effective Date. The lawful use of buildings or land existing at the effective date of this Chapter which does not conform to the provisions of this Chapter may be continued, unless:(1) •The nonconformity or occupancy is discontinued for a period of more than one (1) year. •Any nonconforming use is destroyed by fire or other peril to the extent of greater than fifty (50) percent of its market value, as determined by the City Building Official, and no building permit has been applied for within 180 days of when the property is damaged. If a building permit has been applied for within 180 days of when the property is damaged, the City may impose reasonable conditions when issuing the permit in order to mitigate any newly created impact on adjacent property. •Notwithstanding item (2) above, any nonconforming use located in the floodplain overlay district that is destroyed by fire or other peril to the extent of greater than fifty (50) percent of its market value, as determined by the City Building Official, shall be regulated to the extent necessary to maintain eligibility in the National Flood Insurance Program, and in no case shall be continued or re-established in a manner that results in potential flood damage or obstructs flood flows in the floodway. (b) Continued Use. A lawful, non-conforming use may be continued, including through repair, replacement, restoration, maintenance, or improvement; provided, however, that no such non-conforming use of land shall be enlarged, increased, nor shall any such non-conforming use be expanded to occupy a greater area of land than that occupied by such use at the time of the adoption of this Chapter, nor shall any such non-conforming use be moved to any other part of the parcel of land upon which the same was conducted at the time of the adoptio n of this Chapter. 91 Lawful, Nonconforming (Grandfathered Rights) •The applicant has stated that they believe they have lawful, non- conforming rights to the pre-tear down impervious surface percentage of 48.3%. •These lawful, non-conforming rights no longer exist. 92 Note: Work has continued to progress on the shed since violation letters were sent. 93 Other Items of Note •Applicant was still working on construction of home as shed went up. Property owner had numerous city staff onsite over last 5 years (since permit approved in 2018) that he could have asked about shed regulations. Additionally, impervious surface regulations were described to applicant during new home construction in 2018. •Temporary CO for the home was issued mid-September 2023. Home is not yet finalized, so need for extra storage onsite should have been taken into consideration during house design. •Applicant requested information recently on putting up fish house in rear yard. If fish house is to go up, a new variance would need to be requested or this variance request modified. •Other properties in the area were administratively denied (with option to apply for variance) for increased impervious surface. 94 CITY OF PLYMOUTH RESOLUTION NO. 2023-261 RESOLUTION DENYING A VARIANCE TO THE IMPERVIOUS SURFACE COVERAGE REQUIREMENTS AT 9600 17TH AVENUE NORTH (2023056) WHEREAS, Tom Li has requested approval of an impervious surface variance for an existing shed at 9600 17th Avenue North; and WHEREAS, the subject property is legally described as: Lot 12, Block 2, Inglebrae Addition, Hennepin County, Minnesota; and WHEREAS, the Planning Commission has reviewed said request at a duly called public meeting. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does deny the request by Tom Li for an impervious surface coverage variance for a shed at 9600 17th Avenue North, subject to the following findings and conditions: 1.The requested variance to allow increased impervious surface coverage to allow an approximately 8.5 x 8.5 foot shed, increasing the impervious surface on the property from 35.3% to 39.4%, where 25% is allowed, is hereby denied, in accordance with the application received by the city on August 16, 2023 and with additional information on August 29, 2023, except as amended by this resolution. 2.The requested variance is denied, based on the finding that all applicable variance standards would not be met, as follows: a)The applicant has not established that there are practical difficulties in complying with the ordinance regulations, because: 1) The request is due to circumstances created by the landowners as they purchased the property in 2013, tore down the garage in 2015, and had an approved survey at 35.3% impervious in 2018. 2) The variance would alter the essential character of the lot or neighborhood given the number of homes around Medicine Lake within the shoreland overlay district that are subject to the 25% impervious surface coverage limit. This property is already over the allowed, and recommended 25% impervious surface coverage limit, at 35.3%. Additionally, the current home is still under construction and the property owner does not need a variance to provide for additional space to grow onsite. 95 Resolution 2023-261 (2023056) Page 2 3) There is nothing unique about this property in terms of layout, size, or physical characteristics that necessitate this variance. The building permit was recently approved for a new construction home on this property and the home has not yet received a certificate of occupancy. b) The requested variance and resulting construction would be injurious to other land or improvements in the neighborhood. The shed was built prior to a variance, and all adjacent properties are also within the shoreland overlay district, subject to 25% lot coverage. An increase in impervious surface can impact water quality, runoff to the lake and adjacent properties, and the aesthetics of the property. The property is already over the maximum allowed impervious surface based on previous lawful, non-conforming status. c) The city maintains a commitment to environmental protection and attempts to complies with the regulations set forth by the State of Minnesota regarding impervious surface coverage whenever possible. d) The variance request is not theminimum action required to address the items that the applicant has noted as practical difficulties. The city finds that there are no practical difficulties onsite, and that additional yard storage on the property can be put within the home that is still under construction on the subject property. 3.The shed must be removed from the property. Any increase in impervious surface will require a variance prior to construction or installation on this property. The property shall be reverted to what was approved by the building permit in 2018. APPROVED by the City Council on this 10th day of October, 2023. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS. The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on October 10, 2023 with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the city this _____day of _____________, _______. ____________________________________ City Clerk 96 Regular City Council October 10, 2023 Agenda Number:8.2 To:Dave Callister, City Manager Prepared by:Lori Sommers, Senior Planner Reviewed by:Grant Fernelius, Community and Economic Development Director Item:Approve site plan and variances to construct Spire Credit Union with drive-through and associated site changes located at 10000 Rockford Road (HTG Architects - 2023051) 1.Action Requested: Adopt the attached resolution approving a site plan and variances to construct Spire Credit Union with drive-through and associated site changes located at 10000 Rockford Road. 2.Background: Spire Credit Union has proposed to build a new branch at 10000 Rockford Road, off County Road 9 and Highway 169. The proposal includes demolition of the existing Burger King restaurant, which has sat vacant for the past five years. Spire Credit Union will be constructing a new 5,050 square foot building with multiple drive-throughs on the property. The city is excited to see reinvestment in this entrance into our community from Highway 169. Spire Credit Union was founded in 1934 and was named Minnesota’s Best Credit Union in 2023 by the Star Tribune. They have 22 branch locations in the Twin Cities and Greater Minnesota. On September 20, 2023, the Planning Commission conducted a public meeting and subsequently voted to unanimously recommend approval. The applicant was present in support of the request. Notice of the Planning Commission's public meeting was mailed to all property owners within 200 feet of the site. 3.Budget Impact: N/A 4.Planning Review Deadline: * December 23, 2023 5.Attachments: Planning Commission Minutes Planning Commission Report Applicant Narrative and Graphics 97 City Council Resolution 2023-262 98 1 Proposed Minutes September 20, 2023 Proposed Minutes Planning Commission Meeting September 20, 2023 Chair Boo called a Meeting of the Plymouth Planning Commission to order at 7:00 p.m. in the Council Chambers of City Hall, 3400 Plymouth Boulevard, on September 20, 2023. COMMISSIONERS PRESENT: Chair Michael Boo, Bill Wixon, Neha Markanda, Jennifer Jerulle, and Josh Fowler COMMISSIONERS ABSENT: Marc Anderson and Julie Olson STAFF PRESENT: Planning and Development Manager Chloe McGuire, Senior Planner Lori Sommers, Engineering Services Manager Chris McKenzie New Business (6.1)Site plan and variances to construct a financial institution with drive-through and associated site changes (HTG Architects - 2023051) Senior Planner Sommers presented the staff report. Commissioner Jerulle commented that although the bypass lane is lacking in a certain area, it appears there would still be room for a fire truck. Senior Planner Sommers replied that although the width does not meet the standard, there would be enough room for a fire truck to get through or for a vehicle to go around if the driver decided to get out of the line. Chair Boo asked if the fire department and building department reviews a variance to a safety requirement. Senior Planner Sommers confirmed that staff has reviewed this and does not have an issue as presented. Chair Boo introduced Pat McCann, representing the applicant, who stated that the bank is excited to be a part of this community and convert a problematic site into something great. Chair Boo introduced Josh Longo, HTG Architects, who commented that staff has been excellent throughout this process, and it has been a collaborative effort. Chair Boo commented that this will be a good addition to the community. He understood the need for the signage because of the location along the curve and therefore that makes sense. Commissioner Wixon commented that he visited the property today and seconded the comments that this will be an improvement to this site. Motion was made by Commissioner Jerulle, and seconded by Commissioner Markanda, to recommend approval of the site plan and variance as recommended. With all Commissioners voting in favor, the motion carried. 99 Agenda Number File 2023051/57 PLYMOUTH COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT PLANNING AND ZONING STAFF REPORT TO:Plymouth Planning Commission FROM:Lori Sommers, Sr. Planner (509-5457) MEETING DATE:September 20, 2023 APPLICANT:HTG Architects PROPOSAL:Site plan and variances to construct a financial institution with drive- through and associated site changes LOCATION:10000 Rockford Road GUIDING:C (commercial) ZONING:C-3 (highway commercial) REVIEW DEADLINE:December 23, 2023 DESCRIPTION OF REQUEST: The applicant is requesting approval of the following: Site plan to construct a 5,050 square-foot bank with 4 drive-throughs; Variances for the following: 1. Not providing a bypass lane for the drive-through. 2. Additional wall signage. Under the plan, the existing Burger King restaurant on the subject property would be removed. Notice of the public meeting was published in the City’s official newspaper and mailed to all property owners within 200 feet of the site. A copy of the notification area map is attached. Development signage was also placed on the site. 100 2023051 Page 2 CONTEXT: Surrounding Land Uses Land Use Guiding Zoning Project Site Commercial C C-3 North Office CO O East Commercial (Plymouth VIP Auto)C C-3 South (across Cnty Rd 9)Mixed Use (Four Season Mall site)MXD PUD West Commercial (Holiday)C C-3 Natural Characteristics of Site The site is located in the Bassett Creek watershed district. The site is not located in a shoreland overlay district. Previous Actions In 1985, the City Council approved the conditional use permit and site plan to permit construction of this Burger King Restaurant. In 1993, the Council approved an outdoor play area at the front of the building. In 1996, the City Council approved a conditional use permit amendment and site plan amendment to allow the construction of a playroom addition. In 2005, an administrative site plan amendment approval to allow exterior site lighting changes of the Burger King Restaurant. In 2019, Burger King vacated the building. Later in 2019, the city initiated code enforcement and eventually filed a property maintenance lawsuit against Burger King to maintain the property. The lawsuit was recently dismissed without prejudice with the expectation that Spire Credit Union will acquire the property. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City’s discretion in approving or denying a site plan is limited to whether or not the proposal complies with the comprehensive plan and zoning ordinance requirements. If it meets these standards, the City must approve the site plan. The City’s discretion in approving or denying a variance is limited to whether or not the proposal meets the standards for a variance. The City has a relatively high level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards for a variance. ANALYSIS OF REQUEST: The applicant is requesting approval of the following: a site plan and variances to construct a 5,050 square-foot Spire Credit Union with drive-through and associated site changes located at 10000 Rockford Road. 101 2023051 Page 3 Site Plan The zoning ordinance contains specific standards for approval of a site plan for development in the C-3 (highway commercial) zoning district. Staff used these standards to review the proposal. The specific standards that apply are as indicated on the following table. Standards for the C-3 District Specified Proposed Complies? Building Setbacks: --Front 50 ft. (min.) 80 ft.Yes --Sides 15 ft. (min.)42 ft.Yes Parking Setbacks: --From Lot Lines: South 20 ft. (min.)20 ft.Yes --From Lot Lines: West 20 ft. (min.)20 ft.Yes --From Lot Lines: East 20 ft. (min.)20 ft.Yes --From Building: 10 ft. (min.)12 ft.Yes Drive Aisle Setbacks: --Front 10 ft. (min.)32’Yes --Sides 15 ft. (min.)15’ Yes Drive Aisle Widths:26’26’Yes one ways 16’16’Yes Parking Stall Size:9’ x 18.5’9’ x 18.5’Yes Parking Spaces: Bank 21 (min.)34 Yes Drive-through stacking 4 cars per lane 4 per lane Yes Building Height:45 ft. (max.)28 ft.Yes Trash Receptacle Setbacks:50 ft.81’Yes Landscaping: 26 overstory trees (min.)40 Yes Parking Based on the proposed 5,050-square foot bank use, the site is required to have 21 parking spaces – one stall for each 250 square feet of floor area for the first 100,000 square feet, plus one space for each 350 square feet of floor area thereafter. The applicant has provided a site plan showing a total of 34 parking spaces to meet the zoning ordinance requirement. Lighting The project is located in lighting zone 2 (LZ2) and must meet the requirements under section 21105.06 of the zoning ordinance. The applicant submitted a lighting plan showing the proposed location, and fixture details. The applicant will need to provide lighting fixture details that meet the city’s B.U.G rating and a calculation of lumens per square foot of parking lot or other hardscape area to be lighted that meet the requirements of the LZ2. A condition to this effect is included in the attached resolution. 102 2023051 Page 4 Building Materials The primary building materials would include brick, EIFS, stone veneer, prefinished metal, and glass. The proposal would comply with City regulations relating to building materials and design. Landscaping Section 21130 of the zoning ordinance states that for new non-residential developments, a minimum of the greater of one new overstory tree per lineal feet of site perimeter (26 trees) or one new overstory tree per 1,000 square feet of gross floor area (six trees). Therefore, 26 overstory trees or equivalent overstory trees are required for this site. Up to 50 percent of the required number of overstory trees on a site may be substituted with an equivalent number of understory trees or shrubs. In such case, three understory trees or ten shrubs shall be equivalent to one overstory tree. The applicant has submitted a plan showing 11 new overstory and 29 existing trees to remain. The site will also contain a number of shrubs, perennials and grasses on site. The proposed number of overstory trees meets the minimum requirement. Access/Traffic Circulation The main entrances and exits for this site would be located in approximately the same location as exist currently. The applicant is proposing a one-way entrance on the east side that will direct employees to the rear parking lot and customers to the drive-throughs. The proposed drive-through will have four lanes with the outer lane as a future ATM lane. The applicant is requesting a variance to not provide a by-pass lane for the drive-through. 103 2023051 Page 5 Drive-through standards Section 21120.04 of the zoning ordinance includes the following performance standards for drive- through windows: The operation shall be responsible for litter control within 300 feet of the premises and litter control is to occur on a daily basis. Trash receptacles must be provided at a convenient location on site to facilitate litter control. A condition to this effect is included in the attached resolution. The drive-through is required to be located on properties with direct access to minor arterial, collector or service road. The site currently located on a service roadway. All elements of the drive-through service window must be at least 300 feet from residential properties. All elements of the drive-through is 300 feet away from residential properties. The facility’s public address system shall not be audible from any adjacent residentially zoned or guided property and shall comply with Section 21105.10 of this Chapter. A condition to this effect is included in the attached resolution. The drive-through must be designed for a minimum stacking of 4 cars per lane. The applicant shows 4 vehicles stacked on the plans. The use cannot significantly lower the existing level of service on streets and intersections. Staff finds that the impact on the existing service level would be acceptable. No alcoholic beverages may be sold or served in the drive-through lane. The applicant indicated that the restaurant does not serve alcoholic beverages. Staff included a condition to this effect in the attached resolution. All elements of the drive through service area, including but not limited to associated signage, order stations, teller windows, and vehicle lights from the stacking lanes, shall be screened from adjacent residentially zoned or guided property pursuant to Section 21130.03 of this Chapter. The applicant has indicated all elements will be screened. Sites with drive-through service shall be designed in a manner that allows drivers not using the drive-through, or wishing to exit the drive-through area, to bypass the drive-through lane(s). The applicant is asking for a variance for this item but applicant notes that the project is providing a 20-foot one-way drive in this area that would allow drivers to bypass those waiting for the drive-through. Staff used the attached conditional use permit standards to review the request and finds it would meet all of the applicable standards (variance for bypass lane discussed below). Specifically, the proposed use: 1) would be consistent with the comprehensive plan; 2) would not endanger the public health or safety; 3) would not be injurious to other properties in the vicinity or to the City as a whole; and 4) would not impede the orderly development of surrounding properties. Variances The applicant is requesting the following variances: 1. Not providing a bypass lane for the drive-through. 2. Additional wall signage Bypass lane variance Section 21120.04 of the zoning ordinance requires drive-throughs to have a bypass lane to allow motorists to exit if needed. The applicant is requesting to not provide a bypass lane for the drive- 104 2023051 Page 6 through because of the unique shape of the lot and by adding the bypass lane would result in significant loss of parking and building setback issues. The drive-through lanes are positioned at the rear of the building and will provide for stacking for a minimum of four cars each and on a typical day will have room to maneuver through the site. Wall Signage Variance Section 21155.06 Subd. 4(b)(1)(b) of the zoning ordinance requires only allows signage on one wall when the site fronts one street and the proposed signage shows signage on two walls. The applicant is requesting to place signage on two walls in an effort to help customers approaching from the frontage road. One wall sign is proposed on the south side of the building facing Rockford Road and the other would be on the west elevation, facing towards Nathan Lane. Findings In review of the request, staff finds that all of the applicable variance standards would be met, as follows: 1) The requested variances, and resulting construction, would be in harmony with the general purposes and intent of the ordinance, and would be consistent with the city’s comprehensive plan. 2) The applicant has demonstrated that there are practical difficulties in complying with the ordinance regulations, because: a. The applicant proposes to use the property in a reasonable manner. The commercial uses would be consistent with the existing surrounding development. b. The request is due to circumstances unique to the property that were not created by the landowner. The existing property is a unique shape and the requested variances would help create safe and efficient traffic flow patterns throughout the site and eliminate potential congestion on the frontage road. c. The variances would not alter the essential character of the neighborhood the traffic circulation is still available around the building and the additional signage would help in wayfinding and is not an increase in signage area but breaking up the maximum signage allowed and providing it on two walls. 3) The requested variance is not based solely upon economic considerations. The applicant is requesting the variances in order to configure the site to create a safe and efficient traffic flow throughout the site and to provide additional visibility and wayfinding to the site. 4) The variances, and resulting construction, would not be detrimental to the public welfare, nor would it be injurious to other land or improvements in the neighborhood. 5) The variances, and resulting construction, would not impair an adequate supply of light and air to adjacent properties, nor would it increase traffic congestion or the danger of fire, endanger the public safety, or substantially diminish property values within the neighborhood. 105 2023051 Page 7 6) The variances requested are the minimum action required to address the practical difficulties. The Planning Commission must review the variance request for compliance with the standards outlined in the zoning ordinance. RECOMMENDATION: Community and Economic Development Department staff recommends approval of the site plan and variances for HTG Architects to allow construction of a Spire Credit Union and associated site changes, subject to the conditions listed in the attached resolution. 106 He nn epin Co u n ty L oc ate & N o tify Map 0 100 20050 Feet Da te : 8/3 1/20 23 Buffer Size:200Map Co mm e nts : Th is d ata (i) is furn ish ed 'AS IS' with no represen ta tion as tocompleteness or accuracy; (ii) is fu rn ish ed with n o warra nty of anykind; an d (iii) is n ot suitable for le ga l, eng ineerin g or surve yingpurposes. Hennepin County shall not b e liab le for a ny da ma ge , in ju ryor loss resu lting from this dat a. Fo r mo re inf ormation , co nta ct Hen ne pin Co un ty GI S Off ice300 6th S tree t So uth , Minn ea polis, MN 5 5487 / gis.in fo@h en ne pin.us 107 w w w w w w w w w w w w w w w w w w w w w w K SITE 202305110000 Rockford RoadRequest for SP, VAR Hwy 169 Service Road Nathan Ln C CO MXD-R C C County Road 9 Legend C, Comercial CC, City Center CO, Commercial Office IND w w w w w w LA-1, Living Area 1 w w w w w w w w w w w w LA-2, Living Area 2 w w w w w w w wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww LA-3, Living Area 3 LA-4, Living Area 4 LA-5 MXD MXD-R P-I, Public/Semi-Public/Institutional CO 108 K SITE 202305110000 Rockford RoadRequest for SP, VAR Hwy 169 Service RoadNathan Ln Coun ty Road 9 109 PROJECT #: 231115 DATE: July 31, 2023 HTG htg-architects.com 1010 Mainstreet, Suite 100, Hopkins, MN 55343 952 .278 .8880 Minneapolis | Bismarck Serve | Listen | Learn | Energize | Invest Project Narrative To: City of Plymouth - Planning Commission From: HTG Architects – Josh Longo, Sr. Project Manager RE: Spire Credit Union – Site Plan Review Application Spire Credit is proposing the construction of a new branch office to provide access to banking services for their members in the City of Plymouth and surrounding communities. The proposed project would demolish, in its entirety, the existing outdated and non-conforming Burger King structure and site. After demolition, Spire Credit Union’s goal is to construct a modern branch office that offers adequate parking for members and staff as well as drive-up facilities that have become essential in modern banking. The proposed project would represent a large investment in the City of Plymouth as well as provide a benefit to the local community. The proposed new branch would be a major improvement to the site in many ways, but a few key areas that will have an immediate effect on the surrounding area: The project will not only replace an unoccupied and outdated building but will provide a modern building that is in line with the City’s vision for materials and design set forth in the City’s Architectural and Materials Standards. The proposed building will be designed using Spire Credit Union’s latest prototype design. It is an exciting and visually appealing building that will fit well into the local community. It utilizes premium exterior and interior finishes, varied roof heights and intriguing façade design. Renderings and elevations have been included with the package to help illustrate the proposed building design. The project is environmentally friendly: there will not only be a reduction in impervious surface, but also an increase in green space and landscaping. The site design will also incorporate all the latest advances in stormwater management and minimal design impact standards (MIDS). The new building will be built not only to comply but exceed current energy codes and will utilize environmentally friendly materials and construction methods where possible. The redesigned site has been developed in coordination with both the planning and engineering departments at the City. The credit union branches will generate traffic during business hours. All traffic will be managed onsite with excellent stacking capabilities for the dive-through within the new site design. While not finalized, Spire’s typical hours of operation are Monday – Thursday 9a-5p; Friday 9a- 6p; Saturday 9a-12p. Employee counts have not been finalized, but typical employment would be between 9-11 employees depending on time of day and staffing needs. As part of their commitment to the community, Spire attempts to hire local employees from the area. This project will not have any effect on the following items: o There will be no change to population and density upon surrounding land uses resulting from the project. o There will be no increase in noise, odors, smoke, gas, vibration, or increase in pests resulting from the project. o There will not be a reduction in public safety, health or welfare resulting from the project. 110 DATE: August 25, 2023 Variance Standards 111 P a g e 2 • • • 112 P a g e 3 113 Chris Clark Spire Credit Union Plymouth, MN 07-24-202 Scale: 1/8”=1’-0” SFCU_PLY_CL_V1A.ai illuminated channel let- ters Customer Location Description Sales Person Date Scale File / Rev This is a proprietary design of Leroy Signs, Inc., designed specifically for this project. It is illegal and unethical to dis- tribute to any other entity for copy or use. This design cannot be used without the written consent of Leroy Signs, Inc. 6325 WELCOME AVE, N. MINNEAPOLIS, MN 55429 Phone: 763-535-0080 ww.leroysigns.com PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE ELECTRICAL TO USE U.L. LISTED COMPONENTS AND SHALL MEET ALL N.E.C. STANDARDS PROPOSED ILLUMINATED CHANNEL LETTERS TYPICAL DETAIL / LED CHANNEL LETTERS / RACEWAY INSTALLATION FRONT LIT 1 3 4 5 6 2 7 8 9 11 12 10 1” TRIM CAP 5” DEEP RETURNS 3/16” ACRYLIC FACE REMOTE POWER SUPPLY LED STRIP LED MODULE 1: 2: 3: 4: 5: 6: RACEWAY COVER NON- CORROSIVE FASTENERS ALUMINUM RACEWAY 120 VOLT W/SLEEVE POWER OUT .063 ALUMINUM BACK DRAINAGE HOLE 7: 8: 9: 10: 11: 12: 39 sq ft 3' - 0 " 13'-0" 39 sq ft 3' - 0 " 13'-0" 39 sq ft 3' - 0 " 13'-0" 114 1 2 3 4 34 ' - 0 " re q u i r e d w i d t h 20 ' - 0 " Re q u i r e d w i d t h 20'-0" provided 16'-0" Bypass Lane By p a s s L a n e By p a s s L a n e 115 116 SPIRE MECH LOUVER MECH LOUVER MECH LOUV Minneapolis Bismarck I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULYLICENSED UNDER THE LAWS OF THESTATE OF www.htg-architects.com COPYRIGHT © BY HTG ARCHITECTS P R O J E C T ISSUED SET REVISIONS DATE N0. REG. NO.DATE DRAWN BY:CHECKED BY: 1010 Mainstreet, Suite 100 Hopkins, MN. 55343 Tel:952.278.8880 SPIRE CREDIT UNION NEW BRANCH OFFICE 10000 ROCKFORD RD.PLYMOUTH, MN 55442 CITY SUBMITTAL AUGUST 3, 2023 ARCHITECT SEAN C. RABOIN # 47337 AUGUST 3, 2023 231115 A3.1a EXTERIOR ELEVATIONS: MATERIAL CLASSIFICATION & CALCUATIONS JL JL EE-231115 · · · · · · · 11 7 ONE WAY PROPOSED BUILDING FFE-916.50 22.0 20.0 26.0 9.0 9.0 26.0 18.518.5 22.0 9.0 10.4 16.0 10.5 9.022.0 9.0 9.0 9.0 14.0 5.0 5.0 2.7 2.7 16.0 26.0 16.0 R10.0 R5.0 R3.0 R3.0 R3.0 R10.0 R10.0 R10.0 R10.0 R68.0 FENCE (SEE ARCH PLANS) 6.0 12' CONCRETE PAD FOR TRANSFORMER SPECIALTY PAVEMENT-TBD HC SIGN (SEE DETAIL) 18' CURB TAPER 16' CURB TAPER 9.0 9.0 6.5 5' WIDE SIDEWALK B612 CURB/GUTTER-TYP (SEE DETAIL) FLAT CURB (SEE DETAIL) 3' CURB TAPER 3' CURB TAPERFLAT CURB 10.3 11.7 10.3 15.0 15.0 15.0 50.0 15.0 PROPOSED LIGHT POLE-TYP (SEE ELECTRICAL) PROPOSED LIGHT POLE-TYP (SEE ELECTRICAL) S2 S1 S2 S2 S3 S2 S3 CONCRETE PAD (SEE MECHANICAL) HC SIGN (SEE DETAIL) MODIFIED CURB (SEE DETAIL) CURB TRANSITION CURB TRANSITION B612 CURB/ GUTTER-TYP (SEE DETAIL) B612 CURB/ GUTTER-TYP (SEE DETAIL) CONCRETE APRON (SEE DETAIL) CONCRETE APRON (SEE DETAIL) CURB AND GUTTER TO MATCH EXISTIN IN R.O.W. CURB AND GUTTER TO MATCH EXISTIN IN R.O.W. CURB AND GUTTER TO MATCH EXISTIN IN R.O.W. 10 10 7 7 REFER TO ARCH PLANS FOR DRIVE THROUGH EQUIPMENT INFORMATION 3" RAISED BITUMINOUS SPEED BUMP 16.0 S4 S4 S4 S4 S4 R5.0 R80.0 R10.0 R5.0 R14.0 R30.0 R50.0 R8.0 R42.0 R2.0 R5.0 R3.0 R2.0 R20.0 R2.0 R10.0 R10.0 R50.0 R3.0 R10.0 CAR CHARGING STATION (SEE ELECTRICAL) BY P A S S L A N E BYPASS LANE N SCALE IN FEET 0 20 40 C2-1 SITE PLAN ---- LOUCKS W: \ 2 0 2 3 \ 2 3 0 9 5 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 2 - 1 S I T E P L A N Pl o t t e d : 08 / 2 5 / 2 0 2 3 1 0 : 1 2 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS SPIRE CREDIT UNION PLYMOUTH Plymouth, MN SPIRE CREDIT UNION 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 7/31/23 CITY SUBMITTAL 08/14/23 SITE PLAN UPDATE 08/25/23 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 23095A DDL DDL PJD 08/25/23 - SITE PLAN C2-1 PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 3 7 3 PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3 DIRECTION OF FLOW 1.0% 972.5 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. CURRENT ZONING:C-3 HIGHWAY COMMERCIAL PROPOSED ZONING:C-3 HIGHWAY COMMERCIAL PROPERTY AREA:67,659 ± SF (1.55 +/- AC) EXISTING IMPERVIOUS AREA:32,799 SF (48.5%) PROPOSED IMPERVIOUS AREA:32,759 SF (48.4%) TOTAL PARKING: 34 STALLS PROVIDED STANDARD STALLS:32 HANDICAP STALLS: 2 (2 STALLS REQUIRED) 1.MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. 2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4.THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 6.ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7.ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. DENOTES CONCRETE PAVEMENT DENOTES HEAVY DUTY BITUMINOUS PAVEMENT DENOTES LIGHT DUTY BITUMINOUS PAVEMENT SITE NOTES SITE DATA GENERAL NOTES PAVEMENT LEGEND TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. DENOTES HEAVY DUTY CONCRETE PAVEMENT SIGNAGE LEGEND STOP SIGNS1 S2 S3 DO NOT ENTER TWO-WAY TRAFFIC S4 NO PARKING-FIRE LANE 118 REMOVE UNDERGROUND AND OVERHEAD UTILITIES WITH CONNECTION TO THE BUILDING. MEET ALL APPLICABLE CITY AND STATE REQUIREMENTS-TYP REMOVE TRASH ENCLOSURE AND ACESSORIES SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) CONTRACTOR TO REMOVE BUILDING AND SERVICES AND TO MEET ALL APPLICABLE CITY AND STATE REQUIREMENTS REMOVE WALL REMOVE WALL REMOVE LIGHT POLE, LIGHTING, & ELECTRICAL-TYP REMOVE LIGHT POLES AND FOOTINGS-TYP REMOVE LIGHT POLES AND FOOTINGS-TYP REMOVE CURBING-TYP REMOVE LIGHT POLES AND FOOTINGS-TYP REMOVE LIGHT POLES AND FOOTINGS-TYP REMOVE LIGHT POLES AND FOOTINGS-TYP REMOVE ON-SITE CONCRETE (SEE DEMO LEGEND) REMOVE ON-SITE BITUMINOUS (SEE DEMO LEGEND) REMOVE SIGNAGE REMOVE SANITARY SEWER REMOVE STORM MANHOLE AND STORM LINE TO PROPOSED NEW STORM MANHOLE ABANDON REMOVE EXISTING SANITARY LINE AS NEEDED FOR PROPOSED SANITARY SERVICE ABANDON REMOVE EXISTING WATER SERVICE AS NEED FOR PROPOSED SANITARY CONNECTION N SCALE IN FEET 0 20 40 C1-1 DEMO PLAN ---- LOUCKS W: \ 2 0 2 3 \ 2 3 0 9 5 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 1 - 1 D E M O P L A N Pl o t t e d : 08 / 2 5 / 2 0 2 3 8 : 4 7 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS SPIRE CREDIT UNION PLYMOUTH Plymouth, MN SPIRE CREDIT UNION 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 7/31/23 CITY SUBMITTAL 08/14/23 SITE PLAN UPDATE 08/25/23 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE Project Lead Drawn By Checked By Loucks Project No. 49933 23095A DDL DDL PJD 08/25/23 - DEMOLITION PLAN C1-1 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND: 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3.CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND EROSION CONTROL PLAN FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE EROSION CONTROL PLAN. 5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. SITE DEMOLITION NOTES REMOVE EXISTING TREE AND ROOT SYSTEM DEMOLITION LEGEND: 119 ONE WAY PROPOSED BUILDING FFE-916.50 8 8 8 8 8 8 8 8 8 8 8 8 9 1 3 9 1 4 9 1 5 9 1 4 9 1 5 9 1 6 916 91 5 91 6 913 914 915916 9 1 5 9 1 5 915 915 914 9 1 5 91 5 914 914 9 1 5 913 9 1 4 91 6 915 914 916 916 92 0 9 1 6 91 7 91 8 91 9 91 6 91 7 91 8 91 9 91 5 9 1 3 9 1 4 913 91 6 9 1 7 91 6 9 1 6 4 4 8 8 8 8 8 8 8 8 8 4 4 4 4 4 4 1 TH 3 NM 1 GL 4 SJ 4 SSG 14 SSD 12 SSD 7 BLS 5 SJ 5 SJ 14 SSD 9 GOJ 12 BLS 4 GOJ 7 PHO 3 GOJ 9 PHO 3 SJ 6 BLS 2 BS 5 MAJ 8 BLS 3 BE 11 FG 1 IH 1 BS 2 TH DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE GL 1 GREENSPIRE LINDEN Tilia cordata `Greenspire`B & B 2.5"Cal IH 1 IMPERIAL HONEYLOCUST Gleditsia triacanthos `Impcole` TM B & B 2.5"Cal NM 3 NORTHWOOD MAPLE Acer rubrum `Northwood`B & B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 3 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE TH 3 THORNLESS HAWTHORN Crataegus crus-galli `Inermis`B & B 1.5"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING BLS 33 BIRCH-LEAF SPIREA Spirea x betulifolia `Tor`5 gal 24" HGT 36" o.c. GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING FG 11 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster`1 gal 24" o.c. SSG 4 SHENANDOAH SWITCH GRASS Panicum virgatum `Shenendoah`1 gal 36" o.c. CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING GOJ 16 GREY OWL JUNIPER Juniperus virginiana `Grey Owl`5 gal 18" SPRD 60" o.c. MAJ 5 MANEY JUNIPER Juniperus chinensis `Maneyi`5 gal 18" SPRD 60" o.c. SJ 17 SCANDIA JUNIPER Juniperus sabina 'Scandia'5 gal 24" HGT 48" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING BE 4 BLACK EYED SUSAN Rudbeckia fulgida `Goldstrum`1 gal 24" o.c. PHO 16 PATRIOT HOSTA Hosta x `Patriot`1 gal 24" o.c. SSD 40 STELLA SUPREME DAYLILY Hemerocallis x `Stella Supreme`1 gal 24" o.c. GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME SM 1 1,825 sf STONE MULCH CRUSHED GRAY ROCK 1/4" MINUS 3" DEPTH SOD 16,038 sf TURF SOD PLANT SCHEDULE N SCALE IN FEET 0 20 40 L1-1 LANDSCAPE PLAN - 1 ---- LOUCKS W: \ 2 0 2 3 \ 2 3 0 9 5 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 1 - 1 L A N D S C A P E P L A N Pl o t t e d : 08 / 2 5 / 2 0 2 3 8 : 4 9 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he C onsultant . With t he Cons ultant's appr oval, ot hers may be per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS SPIRE CREDIT UNION PLYMOUTH Plymouth, MN SPIRE CREDIT UNION 2025 Larpenteur Ave. W. Falcoln Heights, MN 55113 C1-1 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 SANITARY AND WATERMAIN C4-2 STORM SEWER PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 7/31/23 CITY SUBMITTAL 08/14/23 SITE PLAN UPDATE 08/25/23 CITY RESUBMITTAL Douglas D. Loken - LA Review Date SHEET INDEX License No. Date 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 Landscape Architect under the laws of the State of Minnesota. 45591 Project Lead Drawn By Checked By Loucks Project No.23095A DDL GJ DDL 08/25/23 - LANDSCAPE PLAN L1-1 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. EDGING PR O P E R T Y B O U N D A R Y PR O P E R T Y B O U N D A R Y PROP E R T Y B O U N D A R Y EDGING TREE REQUIREMENTS TREE REQUIREMENT - (1) TREE PER 1,000 LF SITE PERIMETER PROPOSED DECIDUOUS TREES PROPOSED CONIFEROUS TREES EXISTING TREES TO REMAIN ON-SITE (SEE SHEET C1-1) TOTAL TREES 26 8 (72.7%) 3 (27.3%) 29 40 GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS / GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. NOTE: TREE INFORMATION IS SHOWN ON THE DEMOLITION SHEET C1-1. 120 EXTERIOR MATERIAL BOARD EX1 SPIRE CREDIT UNION, PLYMOUTH - NEW BUILDING PLYMOUTH , MINNESOTA 07/31/23 CAD KEYNOTES REFERENCE SHEET A3.1a E G A D C C D B B F A G CA D E G F O E NE A C D K H C B F E A A 121 Chris Clark Spire Credit Union Plymouth, MN 03-03-2023 Scale: 1/8”=1’-0” SCU_PLYM_IPS_V1A.ai pylon signage Customer Location Description Sales Person Date Scale File / Rev This is a proprietary design of Leroy Signs, Inc., designed specifically for this project. It is illegal and unethical to distribute to any other entity for copy or use. This design cannot be used without the written consent of Leroy Signs, Inc. 6325 WELCOME AVE, N. MINNEAPOLIS, MN 55429 Phone: 763-535-0080 ww.leroysigns.com PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE ELECTRICAL TO USE U.L. LISTED COMPONENTS AND SHALL MEET ALL N.E.C. STANDARDS ELECTRICAL REQUIREMENTS primary electrical header = 50 sq ft routed push thru white acrylic letters illuminated channel letter FRONT VIEW SIDE VIEW SIGN CABINETS (1) 120 volt 20 AMP circuit EMC (2) 120 volt 20 AMP circuits 1st surface 3M Gold Nugget translucent vinyl overlay 10” X 10” steel pole pole & base specifications (TBD) 13 ' - 0 " 36 ' - 0 " total sq ft = 100 1 QTY / TWO-SIDED INTERNALLY ILLUMINATED PYLON SIGN WITH EMC 8'-11 1/2" 5' - 7 " 5' - 0 " 10'-0" full color 10mm EMC 3'-0" 50 sq ft aluminum pole cover 122 Chris Clark Spire Credit Union Plymouth, MN 07-24-2023 Scale: NTS SCU_PLY_DS_LM_V1Aai directional signage Customer Location Description Sales Person Date Scale File / Rev IMPORTANT NOTICE: This is a proprietary design of Leroy Signs, Inc., designed specifically for this project. It is illegal and unethical to distribute to any other entity for copy or use. This design cannot be used without the written consent of Leroy Signs, Inc. 6325 WELCOME AVE, N. MINNEAPOLIS, MN 55429 Phone: 763-535-0080 ww.leroysigns.com PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE ELECTRICAL TO USE U.L. LISTED COMPONENTS AND SHALL MEET ALL N.E.C. STANDARDS NON-LIT ALUMINUM POST & PANEL / DIRECTIONAL SIGNS B C D E F G H I J A LOCATION MAP 123 Chris Clark Spire Credit Union Plymouth, MN 07-24-2023 Scale: 3/8”=1’-0” SCU_PLY_DS_V1Aai directional signage Customer Location Description Sales Person Date Scale File / Rev IMPORTANT NOTICE: This is a proprietary design of Leroy Signs, Inc., designed specifically for this project. It is illegal and unethical to distribute to any other entity for copy or use. This design cannot be used without the written consent of Leroy Signs, Inc. 6325 WELCOME AVE, N. MINNEAPOLIS, MN 55429 Phone: 763-535-0080 ww.leroysigns.com PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE ELECTRICAL TO USE U.L. LISTED COMPONENTS AND SHALL MEET ALL N.E.C. STANDARDS F G A C Side 1 Side 2 Side 1 Side 2 NON-LIT ALUMINUM POST & PANEL / DIRECTIONAL SIGNS 2 f t - 0 i n 2 ft - 0 in 2 f t - 0 i n 2 ft - 0 in 2 f t - 0 i n 2 ft - 0 in Side 2 2 f t - 0 i n 2 ft - 0 in 2 f t - 0 i n 2 ft - 0 in Drive-Thru ATM Lobby Entrance 1 Qty 1 Qty 1 Qty Side 1 Side 2 1 Qty 1 Qty Plate Mount 2 f t - 0 i n 2 ft - 0 in 4' - 0 " B Side 1 4'- 0 " 2 f t - 0 i n 2 ft - 0 in 1 Qty 2 f t - 0 i n 2 ft - 0 in E 1 Qty Side Side 2 Side 1 Side 2 Drive-Thru ATM Parking No Left Turn Entrance Drive-Thru ATM Entrance Drive-Thru ATM 2 f t - 0 i n 2 ft - 0 in 2 f t - 0 i n 2 ft - 0 in 4'- 0 " Exit 2 f t - 0 i n 2 ft - 0 in 2 f t - 0 i n 2 ft - 0 in 4' - 0 " 4' - 0 " Exit Member Parking Lobby Entrance H 2 f t - 0 i n 2 ft - 0 in 2 f t - 0 i n 2 ft - 0 in 2 f t - 0 i n 2 ft - 0 in 4' - 0 " Exit Member Parking Lobby Entrance Drive-Thru ATM Exit Drive-Thru ATM Employee Parking D 1 Qty Side 1 Side 2 2 f t - 0 i n 2 ft - 0 in 2 f t - 0 i n 2 ft - 0 in 4' - 0 " Exit Member Parking Lobby Entrance 6 f t - 0 i n Side 1 Side 2 1 Qty reflective overlay Drive-Thru ATM Exit 2 f t - 0 i n 2 ft - 0 in 2 f t - 0 i n 2 ft - 0 in I J Entrance ATM Parking Entrance ATM Parking 124 CITY OF PLYMOUTH RESOLUTION NO. 2023-262 RESOLUTION APPROVING A SITE PLAN AMENDMENT AND VARIANCES FOR HTG ARCHITECTS FOR PROPERTY LOCATED AT 10000 ROCKFORD ROAD (2023051) WHEREAS HTG Architects has requested approval of asite plan and variances to allow the construction of a 5,050 square-foot Spire Credit Union building and related site improvements, for the property presently legally described as follows: LOT 1,BLOCK 1,ROCKFORD SQUARE,HENNEPIN COUNTY,MINNESOTA. WHEREAS, the Planning Commission has reviewed said request at a duly called public meeting and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve the request by HTG Architects, on account of Spire Credit Union, has requested approval of a site plan and variances to allow the construction of a 5,050 square-foot Spire Credit Union building with drive-through and related site improvements, for the property located at 10000 Rockford Road,subject to the following conditions: 1. A site plan is approved to allow the construction of an approximately 5,050 square-foot building and related site improvements, in accordance with the plans received by the city on August 7, 2023, and August 25, 2023, except as amended by this resolution. 2. Variances are approved, with the findings that the proposal complies with all applicable variance criteria, to allow: a. Not providing a bypass lane for a drive-through b. Allow an additional wall sign, where only one was allowed 3.A separate building permit is required prior to commencement of the project. 4.Prior to issuance of the building permit,the applicant shall fulfill the requirements, submit the required information, and revise the plans as indicated below, consistent with the applicable city code, zoning ordinance, and engineering guidelines: a. Execute a site improvement performance agreement and submit a financial guarantee pursuant to section 21045.10 of the zoning ordinance. b. Obtain any required permits from other agencies including, but not limited to the Bassett Creek watershed district, Metropolitan Council Environmental Services, Minnesota Pollution Control Agency, as well as the Minnesota Pollution Control Agency National Pollutant Discharge Elimination System permit. c. Provide an updated lighting plan with lighting fixture details that meet the city’s B.U.G. (backlight, uplight and glare) rating. 125 Resolution 2023-262 File 2023051 Page 2 d. Provide an updated lighting plan with calculation of lumens per square foot that meet the city’s lighting zone 2 (LZ2) requirements. e. Provide fire flow calculations. f.Provide a key operated annunciator panel in or near the front entry. g. Provide a fire control room with door to the exterior so they will not need a post indicator valve. h. Entire building needs to be protected by sprinkler system with the Fire Department Connection located at main entrance. i.Submit chloride management plan for approval. j.Obtain city right-of-way permit if work will extend into the right-of-way. k. Complete storm sewer maintenance agreement. l.Provide wetland delineation line, buffers, and report. m. Provide normal water level and high-water level elevations and emergency overflow locations on all basins. n. See reviewed stormwater report for comments made within it. o. Obtain city approval of final construction plans. p. Ensure correct city project number is provided on all pages. q. Update detail plates to current year and all applicable plates are included. r.Typical service pipe material and size called out, individual service risers called out with lengths and station shown; wye stationing and end service elevations shown. s. Provide profiles for all proposed utilities and existing utilities where proposed grades will be modified by more than 6 inches. Need to include stations, elevations, pipe length, size, material, class, slope for gravity pipes, minimum cover for pressure pipes, rim elevations, invert elevations, existing and finished grade, and crossing utilities shown and labeled in the correct location. t.Include contour elevation labels and percent of grade labels throughout to fully understand grading plan and drainage patterns. u. Verify turning movements for fire trucks, delivery trucks, drop off lanes, fire lanes. v. Detail concrete wash locations per Stormwater Pollution Prevention Plan requirements. w. Obtain City Fire Department final approval. x. Obtain Sewer Availability Charge (SAC) determination letter from the Metropolitan Council. y. All construction parking shall be located on-site. z. Silt fence shall be installed prior to any grading or construction on the site. 5. The permit is subject to all applicable building and fire codes, and to all city regulations and ordinances. Any violation thereof shall be grounds for revocation. 6. The operation shall be responsible for litter control within 300 feet of the premises and litter control is to occur on a daily basis. Trash receptacles must be provided at a convenient location on site to facilitate litter control. 7. The facility’s public address system shall not be audible from any adjacent residentially zoned or guided property and shall comply with Section 21105.10 of this Chapter. 8. No alcoholic beverages may be sold or served in the drive-through lane. 126 Resolution 2023-262 File 2023051 Page 3 9. Standard Conditions: a. The applicant shall remove any diseased or hazardous trees. b. The site shall remain in conformance with section 2025 of the city code regarding noise regulations. c. Separate building permits are required for retaining walls 48 inches in height or higher. Additionally, a minimum 42-inch-high fence shall be installed at the top of retaining walls that exceed four feet in height. d. Compliance with the city’s lighting regulations. e. Compliance with city’s landscaping regulations. f.Any subsequent phases or expansions are subject to required reviews and approvals per ordinance provisions. 10. The site plan and variances shall expire one year after the date of approval, unless the property owner or applicant has started the project, or unless the applicant, with the consent of the property owner, has received prior approval from the city to extend the expiration date for up to one additional year, as regulated under sections 21015.07, 21045.09 and 21650 respectively, of the zoning ordinance. ADOPTED by the City Council this 10th day of October 2023. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on October 10, 2023, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the city this ________day of _______________________, 2023. __________________________________ City Clerk 127 Regular City Council October 10, 2023 Agenda Number:8.3 To:Dave Callister, City Manager Prepared by:Chloe McGuire, Planning and Development Manager Reviewed by:Grant Fernelius, Community and Economic Development Director Item:Approve proposal for senior condominium building at 18035 Old Rockford Rd (2023042 - DJR Architecture) 1.Action Requested: Motion to approve the site plan, rezoning, variances, and conditional use permit to allow the construction of a senior condominium building at 18035 Old Rockford Road. 2.Background: DJR Architecture, Inc. has requested the approval of a site plan, rezoning, variances and a conditional use permit to construct a 3-story, 21 unit, senior condominium building with underground parking and an outdoor pickleball court at 18305 Old Rockford Road. The Planning Commission met on September 20, 2023 and unanimously recommended approval of the project. Staff has not received any comments from residents during this review cycle. 3.Budget Impact: N/A 4.Attachments: Council Report Architectural Renderings Aerial Location Map Narratives Civil Plans Site Plans Notification Map Planning Commission Report City Council Resolution 2023-263 128 REGULAR COUNCIL MEETING October 10, 2023 Review Deadline: November 15, 2023 Agenda Number: To:Dave Callister, City Manager Prepared by: Lori Johnson, Consulting Planner Reviewed by: Chloe McGuire, Planning and Development Manager and Grant Fernelius, Community and Economic Development Director Item: Site plan approval, rezoning, variances and a conditional use permit for the construction of a three-story, 21 unit senior condominium building with underground parking and an outdoor pickleball court at 18035 Old Rockford Road (2023042) 1. ACTION REQUESTED: Adopt the attached resolution approving the following: Site Plan Approval to allow for the construction of a three-story, 21-unit senior condominium building with underground parking and an outdoor pickleball court. Rezoning from FRD (Future Restricted Development) to O (Office) to accommodate the development of the senior condominium project. Variances for the following: o Wetland structure setback o Location of pickleball court in the front yard. Conditional Use Permit to allow for a maximum building height of 45 feet in the Office zoning district. Approval requires a 4/7 vote of the City Council. 2. BACKGROUND: On September 20, 2023, the Planning Commission conducted a public hearing on this matter and subsequently voted unanimously to recommend approval of the request. Other than the applicant, no residents requested to speak on this item. The Planning Commission discussed the project and had questions regarding the location of the pickleball court and the number of courts, surrounding building heights, traffic, screening of the rooftop units and if the units could be rented out. A copy of the Planning Commission meeting minutes and report is attached. Notice of the public hearing was mailed to all property owners within 500 feet of the site. Development signage is posted on the property. 129 3. BUDGET IMPACT: Not applicable. 4. ATTACHMENTS: Planning Commission Minutes Planning Commission Report with Attachments Draft Resolution Approving Site Plan, Rezoning, Variances and Conditional Use Permit 130 131 132 SITE Q u e e nsland Ln N Old Rockford Rd Peony Ln N H a m el R d 45th Ave N ¬«55 2023042 -- Aerial Photograph K250 0 250 500125 Feet = SITE 133 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 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Old R o c k f o r d R d Pe o n y L n 45thAve 45th SITE ^ St a t e H i g h w a y N o 5 5 45thAve LA-4 CO C LA-2 LA-3 C LA-1 CO LA-2 CO C 2023042 DJR Architecture, Inc. 18035 Old Rockford Road & PID #18-118-22-12-0006 Request for a Rezoning, Site Plan, CUP and Variances K250 0 250 500125 Feet Legend C, Comercial CC, City Center CO, Commercial Office IND w w LA-1, Living Area 1 w w w w w w w w w LA-2, Living Area 2 w w w w w ww w w w w w w w w w w w w w w w w w LA-3, Living Area 3 LA-4, Living Area 4 LA-5 MXD MXD-R P-I, Public/Semi-Public/Institutional 134 PZ2023042 SITE PLAN NARRATIVE FOR 18035 OLD ROCKFORD ROAD The proposed development is located on two combined lots on Old Rockford Road in the northwest quadrant of Plymouth. The site is currently zoned as FRD, Future Restricted Development and contains wetlands. The site is currently occupied by a one-story home with a garage and small accessory building that will all be removed as part of this project. The proposed project consists of a 3 story, 21 unit senior condominium building with an underground parking level. The new proposed zoning for the site is Office District. The underground parking garage will provide 33 vehicle parking spaces, 10 of which are tandem stalls. There will be 18 additional stalls in a surface parking lot between the building and Old Rockford Road. Proposed interior amenities include a fitness room, Level 1 common area with inset balcony and a Level 2 clubroom that also walks out to an inset balcony. Exterior amenities include a large exterior deck off of the Level 1 common area that steps down to a patio with grill and is adjacent to an outdoor pickleball court. The size of the units will range from large one bedrooms with a den to large two bedrooms with a den. Each unit has a large inset balcony. The exterior walls of the units and common areas are filled with extra tall windows that provide plentiful light and views to the interior spaces and enhance the exterior appearance of the building. Proposed exterior materials include a sand colored burnished block that wraps the entire base of the building and meets the grade with a warm earthy tone. Above the masonry base, the majority of the exterior will be clad with high quality fiber cement panels with exposed fasteners. There will be two types of panels, a dark gray smooth panel and a lighter gray grooved panel that will provide variation on each façade. The grooved panels will create a dynamic look that changes gradually throughout the day based on variation in natural light. The darker smooth panels align vertically with the stacked windows to help break up the longer building elevations. The inset balconies and entry will add additional warmth to the exterior with a light wood-look siding in a light cedar finish. The top parapet and balcony fascias will be clad in dark gray or black metal to create distinct horizontal lines that define the shape of the building. As part of this project we will be applying for the following applications: - Site Plan Review for a 3 story, 21 unit senior condominium building. - Rezoning from FRD, Future Restricted Development to O, Office. - A variance to reduce the wetland structure setback at the South Elevation as shown on the proposed plan. - A variance to allow a portion of the proposed recreational facility in the front yard. - A Conditional Use Permit for maximum height to be raised from 35 feet to 45 feet. 135 PZ2023042 CONDITIONAL USE PERMIT DESCRIPTION FOR 18035 OLD ROCKFORD ROAD The proposed Conditional Use Permit is to increase the height of a building in an Office District from 35 feet to 45 feet. The proposed Conditional Use Permit is in compliance with the Plymouth Comprehensive Plan. The increase to height allows for residential development that makes efficient use of land and utilizes existing public infrastructure and incorporates sustainable design practices. The city’s 2040 comprehensive plan identifies land use for the site as Commercial Office which allows senior housing. The senior housing project will address the city’s aging population and need for more senior housing that is noted in the comp plan. The conditional use and resulting project will enhance housing quality and diversity in the city while also protecting the natural environment. The height of the lowest floor has been designed to be at least two feet above the existing water table. In addition, the heights of floor levels have been determined by incorporating Mass Timber construction which is an innovative and sustainable building practice. Mass Timber has less embodied carbon compared to other building materials, which indicates fewer greenhouse gas emissions. The wood used in Mass Timber construction is natural and renewable. The establishment, maintenance or operation of this conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. The establishment of additional owner occupied senior housing will enhance housing options for Plymouth’s aging population. The Mass Timber building will be unique to the area and its aesthetic and sustainability will further enhance the general public welfare. The setbacks of the building have been increased based on the increased height. The height of the building will not limit solar access to abutting and/or neighboring properties as shown on the shadow study plan. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. As mentioned in the above paragraph, setbacks have been increased and the increased height will not limit solar access to other property in the immediate vicinity. The setback on the west side of the property was increased at least one foot for every five feet added to the building height. The setbacks in the front and east side yards already exceed this amount. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The height of the building will not impede development of surrounding properties. 136 PZ2023042 2 Adequate measures have been, or will be, taken to provide ingress, egress, and parking so designed as to minimize traffic congestion in public streets. There is adequate ingress, egress and parking to minimize traffic congestion. A one way exit was added to help with congestion and aid in maneuvering emergency vehicles. The conditional use shall, in all other respects, conform to the applicable regulations of the Office district. The conditional use complies with the general and specific performance standards as specified by Section 21015 and the Plymouth Zoning Ordinance. Exterior lighting on the building will not cast glare toward the public right of way or neighboring residential uses or districts. The architectural appearance and functional design of the building and site has been designed to have a neutral palette that complements its natural surroundings and reflects the Mass Timber construction of the building with wood look accents. All sides of the building have the same harmonious exterior finish materials and treatment. 137 PZ2023042 REZONING DESCRIPTION FOR 18035 OLD ROCKFORD ROAD The proposed Rezoning is from FRD, Future Restricted Development District to O, Office District. The purpose of the Future Restricted Development District is to provide a holding zone until a landowner/developer makes an application for development, at which time the City may rezone the affected property consistent with its designation in the Comprehensive Plan. The 2040 Comprehensive Plan designates the Land Use for the two lots that are part of this development as CO, Commercial Office. The current zoning district that is most similar to Commercial Office is the O, Office District. The proposed action meets the purpose and intent of the ordinance for a rezoning amendment. Adequate infrastructure, including roads and utilities are available to serve the proposed action. The rezoning is compatible with adjacent districts. The proposed O, Office District allows senior housing. The proposed senior housing project on these two lots will address the city’s aging population and need for more senior housing that is noted in the 2040 Comprehensive Plan. 138 PZ2023042 VARIANCE DESCRIPTIONS FOR 18035 OLD ROCKFORD ROAD The first proposed variance is to reduce the wetland structure setback at the South Elevation as shown on the proposed plan. The variance and its resulting construction or project will be in harmony with the general purposes of the zoning code and will be consistent with the city’s comprehensive plan. The reduced setback supports residential development that makes efficient use of land and utilizes existing public infrastructure and minimizes the development impact on wetland areas to the south and east. The city’s 2040 comprehensive plan identifies land use for the site as Commercial Office which allows senior housing. The senior housing project will address the city’s aging population and need for more senior housing that is noted in the comp plan. The variance and resulting project will enhance housing quality and diversity in the city while also protecting the natural environment. There are practical difficulties in complying with the 15 foot structure setback beyond the minimum 24 foot wetland buffer at one point along the South Elevation. The Medium Quality (Manage 2) wetland boundary is located to the south and east of the lots to be developed. The first practical difficulty is that the wetland boundary gets closer to the south lot line in the southeast corner of the site. The other practical difficulty is that the lot size along Old Rockford Road is being decreased by 7 feet for right of way. The City is requesting that 7 feet of the lot be given to the Old Rockford Road right of way in order to align with the property lines on the adjacent lots. The proposed reduction of the wetland buffer/structure setback is less than 7 feet. The variance request is not based exclusively upon economic considerations. The development of the site for senior housing is dependent on providing parking and building setbacks, sufficient parking area design, fire lane and sufficient building width. The proposed building width allows for efficient entry to the underground parking garage, provides space for three rows of parking (including one row for tandem spaces) and provides sufficient space for unit layouts on Levels 1-3 including larger two bedroom units that will be desirable for senior housing. The building size and placement from east to west allows an extra large buffer from the east boundary of the wetlands. The exterior amenities for the building, including an exterior deck, patio and pickleball court have been located on the east side of the building to minimize impact on wetlands while also providing sufficient area for drainage and stormwater mitigation. The variance, and its resulting construction or project, will not be detrimental to the public welfare, nor will it be injurious to other land or improvements in the neighborhood. There is only one narrow area where the building will go beyond the structure setback at the minimum 24 foot wetland buffer. At most other locations, the wetland buffer will be much wider 139 PZ2023042 2 than 24 feet so that on average the wetland buffer greatly exceeds the minimum amount. At the southeast corner of the building, the building extends into the structure setback for a stretch of about 55.8 feet and extends from 0 to 4.4 feet into the setback in this area. The total area of the variance requested is 210 square feet. This makes up about 30% of the South Elevation which is 183.2 feet long. The other 70% exceeds the minimum wetland buffer. The variance, and its resulting construction or project, will not impair an adequate supply of light and air to adjacent properties, nor would it substantially increase traffic congestion in public streets, increase the danger of fire, endanger public safety, or substantially diminish property values within the neighborhood. The proposed variance to reduce the structure setback at the wetlands does not affect supply of light and air to adjacent properties, traffic congestion, danger of fire, public safety or property values. The only impact is to the wetland buffer, which will be more than the minimum amount at all other locations. The variance requested is the minimum action required to address or alleviate the practical difficulties. The variance for reduced structure setback will allow for minimum impact on the wetlands to the south and east. The amount the building goes into the setback is due to the variation of the wetland boundary and the increased right of way. The width of the exterior drive aisle was reduced from 26 feet to 24 feet to minimize the variance request. The proposed site layout minimizes variances while also minimizing the impact on natural areas. The second proposed variance is to allow a portion of the proposed recreational facility in the front yard. The variance and its resulting construction or project will be in harmony with the general purposes of the zoning code and will be consistent with the city’s comprehensive plan. The proposed recreational facility, a pickleball court, is an amenity for a residential development that makes efficient use of land and utilizes existing public infrastructure, minimizing development impact on wetland areas to the south and east. The city’s 2040 comprehensive plan identifies land use for the site as Commercial Office which allows senior housing. The senior housing project will address the city’s aging population and need for more senior housing that is noted in the comp plan. The proposed pickleball court is an amenity that encourages health, fitness and wellbeing through community activity. The variance and resulting project will enhance housing quality and diversity in the city while also protecting the natural environment. There are practical difficulties in locating the recreational facility completely in a side or rear yard instead of locating a portion in the front yard. The front yard for the O District is 50 feet for a dwelling abutting an arterial street. The proposed pickleball court will extend approximately 18’-3” into the front yard and be located approximately 31’-9” from the front property line. The first practical difficulty is that there are protected wetlands to the south and east of the lots to be developed. The wetland buffers and setbacks extend into the lot to be developed. The second practical difficulty is that there are few locations on the site for floodplain mitigation. A rate control basin has been proposed for the east side of the site for floodplain mitigation. Finally, there is a practical difficulty that the lot size along Old Rockford Road is being decreased by 7 feet for right of way. The City is requesting that 7 feet of the lot be given to the Old Rockford Road right of way in order to align with the property lines on the adjacent lots. In combination, the reduced lot size and environmental 140 PZ2023042 3 site restrictions allow very little area outside of the building footprint for amenity spaces that support the health and fitness of the senior condo residents. The variance request is not based exclusively upon economic considerations. The development of the site for senior housing is dependent on providing sufficient parking and building area design within the given setbacks and environmental site restrictions. The building size and placement from east to west allows an extra large buffer from the east boundary of the wetlands and sufficient space for floodplain mitigation. The exterior amenities for the building, including an exterior deck, patio and pickleball court have been located on the east side of the building to minimize impact on wetlands. The variance, and its resulting construction or project, will not be detrimental to the public welfare, nor will it be injurious to other land or improvements in the neighborhood. The pickleball court is over 30 feet from the front property line and from 56 to 58 feet from the existing arterial street. The proposed court is setback over 20 feet further from the front property line than the parking area. Lighting and activity on the court will comply with city curfew restrictions for recreational facilities. The variance, and its resulting construction or project, will not impair an adequate supply of light and air to adjacent properties, nor would it substantially increase traffic congestion in public streets, increase the danger of fire, endanger public safety, or substantially diminish property values within the neighborhood. The proposed variance to allow a portion of the pickleball court in the front yard does not affect supply of light and air to adjacent properties, traffic congestion, danger of fire, public safety or property values. The court is at grade level and will be surrounded by a fence that complies with the zoning code. The court will only be used by senior condo residents and guests and will not create more traffic than what is already expected for this development. The variance requested is the minimum action required to address or alleviate the practical difficulties. The variance for allowing a portion of the pickleball court in the front yard will allow for minimum impact on the wetlands to the south and east. The proposed site layout minimizes variances while also minimizing the impact on natural areas. The size of the court and space around the court has been minimized while also maintaining safety standards for its intended use. 141 73 80 80 DRAINAGE AND UTILITY EASEMENT PER PLAT OF PLYMOUTH OFFICE PLAZA D R A I N A G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F P L Y M O U T H O F F I C E P L A Z A 10 10 10 ' U T I L I T Y E A S E M E N T P E R PL A T O F P E O N Y P R O M E N A D E DRAINAGE EASEMENT OVER ALL OF OUTLOT A PER PLAT OF PEONY PROMENADE PROPOSED BUILDING GARAGE ELEV = 1011.2 HY D T GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL "811" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 5.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. 9.RETAINING WALLS OVER 48" REQUIRE A SEPARATE BUILDING PERMIT & MINIMUM 42" HIGH FENCE ON THE TOP OF THE WALL. 10.SEE SHEET C0 FOR ADDITIONAL NOTES. STORM SEWER NOTES 1.FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2.CONTRACTOR TO RECONNECT ANY EXISTING DRAINS, ROOF DRAINS OR PIPES TO NEW STORM SEWER SYSTEM WHERE THE OLD SYSTEM IS REMOVED. EXISTING ROOF DRAINS NOT FIELD LOCATED. 1.SANITARY SEWER MATERIALS SHALL BE: 1.1.6" PVC SCHEDULE 40 2.FIELD VERIFY SIZE, ELEVATION AND LOCATION OF EXISTING SANITARY SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 3.CONTRACTOR TO CONTACT CITY INSPECTOR, TONY MOENING (651-490-4874) AT LEAST 48 HOURS PRIOR TO CONNECTION TO EXISTING SANITARY SEWER. 1.WATERMAIN MATERIALS SHALL BE: 1.1.6" PVC AWWA (DR 18) - MAXIMUM WORKING PRESSURE OF 235 PSI. 2.FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING WATERMAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 3.MAINTAIN A MINIMUM OF 7.5 FEET OF COVER OVER ALL WATERMAIN PIPE. 4.PROVIDE PREFORMED INSULATION, PPG FOAMGLASS, OR APPROVED EQUAL WHERE SANITARY SEWER OR STORM SEWER CROSSES WITHIN 18" OF WATERMAIN. 5.IF REQUIRED, ANY WATERMAIN SHUTOFF REQUIRES A MIN. 48 HOUR NOTICE TO CITY ENGINEERING DEPARTMENT AND ALL AFFECTED PROPERTY OWNERS. 6.CONTRACTOR TO CONTACT CITY INSPECTOR, TONY MOENING (651-490-4874) AT LEAST 48 HOURS PRIOR TO CONNECTION TO EXISTING WATERMAIN. SANITARY SEWER NOTES WATERMAIN NOTES CURB & BITUMINOUS NOTES 1.REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2.ALL MATCH POINTS AND PAVEMENT PATCHES TO BE SAW-CUT AT FULL DEPTH. 3.RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4.BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. Tracts A and B, REGISTERED LAND SURVEY No. 187, Hennepin County, Minnesota. LEGAL DESCRIPTION DENOTES CLEAN-OUT DENOTES STORM SEWER MANHOLE DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOURS D X 952.36 DENOTES SANITARY SEWER MANHOLES DENOTES STORM SEWER APRON DENOTES GAS METER (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED WATER PIPE PROPOSED FORCEMAIN PIPE PROPOSED INLET PROTECTION PROPOSED STORM SEWER PIPE PROPOSED STORM MANHOLE PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED DIRECTION OF DRAINAGE PROPOSED POINTS910.35 PROPOSED CATCH BASIN HY D PROPOSED CONTOURS LEGEND PROPOSED SANITARY MANHOLE DENOTES POWER POLE DENOTES GUY WIRE CO T DENOTES TELEPHONE PEDESTAL DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE DENOTES UNDERGROUND TELEPHONE LINETEL GAS E E DENOTES WETLAND DELINEATEDWET DENOTES UNDERGROUND FIBER OPTIC LINEFIBER BY JACOBSON ENVIRONMENTAL S PROPOSED SILT FENCE PROPOSED WETLAND BUFFER MONUMENT REFERENCE SPECIFICATIONS ·CITY OF PLYMOUTH - STANDARD SPECIFICATIONS FOR SANITARY SEWER CONSTRUCTION - MARCH 2023 ·CITY OF PLYMOUTH - STANDARD SPECIFICATIONS FOR WATERMAIN CONSTRUCTION - MARCH 2023 ·CITY OF PLYMOUTH - STANDARD SPECIFICATIONS FOR STORM SEWER CONSTRUCTION - MARCH 2023 ·CITY OF PLYMOUTH - STANDARD SPECIFICATIONS FOR STREET CONSTRUCTION - MARCH 2023 ·MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS - 2020 EDITION 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C0 SHEET TI T L E S H E E T , N O T E S & L E G E N D FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N SHEET INDEX CO TITLE SHEET, NOTES & LEGEND GRADING, DRAINAGE & ESC PLANC2.1 UTILITY PLAN - SANITARY & WATERMAINC3.1 VICINITY MAP ( NOT TO SCALE ) DETAILSC4.1 DETAILSC4.2 DEVELOPER JOSHUA MARKUM BUILDERS 901 W MAIN ST STE 100 ANOKA, MN 55303 MARK OLSON 612-998-7818 MARK@JOSHUAMARKUM.COM ENGINEER PLOWE ENGINEERING, INC. 6776 LAKE DRIVE LINO LAKES, MN 55014 ADAM GINKEL, P.E. 651-361-8234 ADAM@PLOWE.COM TITLE SHEET, NOTES & LEGEND 18035 OLD ROCKFORD ROAD PLYMOUTH, MINNESOTA AN MPCA NPDES CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION C1.2 SURVEYOR E.G. RUD & SONS LAND SURVEYING, INC. 6776 LAKE DRIVE LINO LAKES, MN 55014 JASON RUD 651-361-8225 JRUD@EGRUD.COM REMOVALS PLAN STORMWATER POLLUTION PREVENTION PLAN (SWPPP)C5.1 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)C5.2 WETLAND BUFFER & SETBACK PLANC2.2 ALL PERMITS, INCLUDING BUT NOT LIMITED TO PERMITS FROM CITY OF PLYMOUTH, MNDOT, AND THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, SHALL BE OBTAINED PRIOR TO ORDERING OF MATERIAL AND STARTING OF CONSTRUCTION. NO INSTALLATION OF UTILITIES SHALL BE PERMITTED UNTIL ALL APPLICABLE PERMITS ARE RECEIVED BY CONTRACTOR. INSTALLATION OF UTILITIES SHALL BE CONSTRUCTED TO MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY STANDARDS AND CITY STANDARDS AS IDENTIFIED IN THE PUBLIC WORKS/ENGINEERING STANDARDS. C1.1 CIVIL SITE PLAN FLOODPLAIN MITIGATION PLANC2.3 CURBING & PAVING PLANC2.4 GRADING DETAILC2.1a SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 UTILITY PLAN - SEWERC3.2 DETAILSC4.3 14 2 73 80 80 PPAB A N D O N E D 1 0 1 4 . 2 PPA B A N D O N E D 101 1 . 4 1010.9 COT30 1013.1 DRAINAGE AND UTILITY EASEMENT PER PLAT OF PLYMOUTH OFFICE PLAZA D R A I N A G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F P L Y M O U T H O F F I C E P L A Z A 10 10 10 ' U T I L I T Y E A S E M E N T P E R PL A T O F P E O N Y P R O M E N A D E DRAINAGE EASEMENT OVER ALL OF OUTLOT A PER PLAT OF PEONY PROMENADE 1 34567891011 31.8' 31.8' 28.1' 28.0' 70.2' 10.0' 1213141516 24.0' 18.5' 10.0' 62.3' 62.3' PROPOSED BUILDING 20.0' 1718 7.0' 22.0' H 6.0' C B C A 2 26.0' 18.0' GARAGE ELEV = 1011.2 PICKLEBALL COURT D E E CROSSWALK STRIPING T TRANSFORMER BIKE RACK PPAB A N D O N E D 1 0 1 4 . 2 PPA B A N D O N E D T E-ONE HP75 Sid e S t a c k e r 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C1.1 SHEET SI T E P L A N FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N PARKING NO FINISHED GROUND 24 " 60 " M I N . ROUND POST FOR MOUNTING - 2-3/8" O.D. GALVANIZED STREET OR APPROVED EQUAL DO NOT ENTER PARKING NO A KEY NOTE B KEY NOTE STOP C KEY NOTE R Call before you dig. below.Know what's D KEY NOTE PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION PARKING NO FIRE LANE E KEY NOTE SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 REQUIREMENT FOR APARTMENT DWELLINGS = 1.8 FREE SPACES PER UNIT (ONE OF WHICH MUST BE ENCLOSED) NUMBER OF UNITS IN BUILDING = 21 UNITS PARKING REQUIRED = (21 UNITS x 1.8 SPACES / UNIT) = 37.8 SPACES = ROUND TO 38 SPACES (21 OF WHICH MUST BE ENCLOSED) UNDERGROUND GARAGE HAS 33 PARKING STALLS (10 OF WHICH ARE TANDEM.) SURFACE PARKING HAS 18 STALLS. TOTAL SPACES PROVIDED = 51 SPACES TOTAL COVERED SPACES PROVIDED = 33 SPACES PARKING DATA FIRE TRUCK MOVEMENTS - SCALE = 1:30 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 14 3 73 80 80 8 9 10 11 12 13 14 15 1014.2 FNDIP14343 1014.1 FNDIP12755 1011.0 FNDIP12755 1007 . 1 FNDI P 1 / 2 " 1009.8 FNDIP1/2" 1012 . 7 FNDI P 1 / 2 " 1012. 6 10 1 4 . 1 10 1 5 . 1 10 1 4 . 8 1014.2 1014.5 1014.2 1012.2 10 0 8 . 7 1007 . 7 1007.0 CO1007.2 1007.6 1007.5 1008.4 1009.6 1010.3 BOX24 1011.5 1011.1 1008.8 1009.3 10 1 1 . 1 1012.4 1011.1 1013.4 1012.6 1013.6 1014.5 1014.0 1014.8 1014.8 PPAB A N D O N E D 1 0 1 4 . 2 1014.4 1014.6 1014. 7 1014.1 1013. 7 1013.4 PPA B A N D O N E D 1012. 9 1012. 5 1012. 0 101 1 . 4 1008.2 1010.9 COT30 1009.6 BOX9 1009.8 BOX9 1009.7 BOX7 1009.6 1009.7 BOX9 1007.2 1007.2 1008.6 1006.3 1008.9 MAP18 1008.4 1007.9 MAP11 1008.4 MAP18 1006.7 1006.5 ICE 1006.7 1007.7 BOX8 1008.2 MAP11-3 1006.9 1008.2 MAP16 1008.7 BOX14 CO1006.5 1010.1 1010.1 1010.1 1009.7 PIN10 1009.6 PIN10 1009.1 PIN8 1010.3 1010.7 1012.4 1 0 1 0 . 9 101 1 . 3 BOX 4 8 1011.9 PIN11 10 1 3 . 1 PI N 1 1 1012.5 1013.1 1013.5 10 1 3 . 5 PI N 1 2 10 1 4 . 4 PI N 1 3 10 1 4 . 8 PI N 1 2 1014.5 1014.7 10 1 4 . 7 PI N 1 3 10 1 4 . 9 PI N 1 3 10 1 5 . 1 PI N 1 3 1014.5 1014.2 10 1 4 . 7 PI N 1 2 1014.3 1014.8 PIN14 1014.8 SPR13 1014.9 MAP20 1015.5 MAP8 1016.3 MAP28 1015.1 LIN10 1015.5 CRA14 1014.6 1 0 1 5 . 2 10 1 5 . 8 OILPIPE 1017 . 0 1016.3 1016.4 1015.7 1014.8 1015.1 CED8-4 1015.0 CED7-4 1017.6 1018.0 1017. 4 1016.2 LIN10 1015.6 BIR15 1015.5 BIR10-2 1016.5 1014.6 1013.8 MAP6-4 1015.6 MAP22 1015.5 1014.7 1013.7 OAK14 1015.5 SPR13 1016 . 1 1016.0 1014.7 10 1 5 . 4 101 3 . 6 1 0 1 5 . 3 1015. 1 1014.5 1014.3 101 2 . 2 1012.5 1010.51010.8 1011.0 1011.0 MAP11 1011.2 1010 . 0 101 0 . 9 1011.1 10 1 1 . 7 1011.2 1010.9 1010.8 1010.7 1010.7 1010. 6 101 0 . 4 1010.7 1011.3 1012.3 1013.2 1014.3 1014.1 1013.6 1012.3 1011.4 1010.5 1009.5 1010.2 1010.5 1010 . 4 1009.6 1010.3 COT40 1008.31008.3 1008.4 1008.2 1008.3 1008.3 1008.9 1008.5 1007.9 1013.1 1010.6 1011.1 MAP36 1008.9 1009.2 1009.0 1009.2 1009.2 1009.1 SB 1008.8 SB 1010.6 SB 1009.6 1010.9 1012.5 MAP24 10 1 3 . 3 MA P 3 0 1013.1 MAP15-2 1012.4 1011.5 1011.1 1009.6 1009.5 1011.5 1009.8 1010.1 1010.2 1013.1 1013.5 1 0 1 3 . 0 10 1 2 . 9 10 1 3 . 1 10 1 3 . 5 10 1 3 . 6 10 1 3 . 8 10 1 3 . 8 10 1 4 . 1 101 4 . 2 10 1 4 . 5 101 4 . 9 10 1 4 . 9 101 5 . 2 10 1 5 . 4 101 5 . 5 10 1 5 . 7 101 5 . 4 101 5 . 0 101 4 . 9 10 1 5 . 5 10 1 5 . 4 101 5 . 1 10 1 4 . 6 10 1 4 . 1 30 . 4 25. 9 60 . 3 52. 1 30 . 0 26. 1 36 . 2 28. 1 35 . 9 28. 2 12 . 0 20. 1 12 . 0 20. 1 10 10 10 ' U T I L I T Y E A S E M E N T P E R PL A T O F P E O N Y P R O M E N A D E DRAINAGE EASEMENT OVER ALL OF OUTLOT A PER PLAT OF PEONY PROMENADE REMOVE & DISPOSE OF EXISTING GRAVEL DRIVE ALL EXISTING BUILDINGS WITHIN PROJECT LIMITS TO BE REMOVED & DISPOSED OF PER LOCAL & STATE STANDARDS (TYP) REMOVE & DISPOSE OF EXISTING RETAINING WALLS (TYP) EXISTING WELL TO BE SEALED PER MN DEPT. OF HEALTH STANDARDS SMALL UTILITIES TO BE REMOVED/RELOCATED AS NECESSARY FOR PROPOSED CONSTRUCTION (TYP) REMOVE & DISPOSE OF EXISTING FENCE AND GATES (TYP) S EXISTING TREE TO BE REMOVED (TYP) ALSO SEE "TREE PRESERVATION PLAN" FOR ADDITIONAL DETAILS. GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL "811" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 5.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. 9.RETAINING WALLS OVER 48" REQUIRE A SEPARATE BUILDING PERMIT & MINIMUM 42" HIGH FENCE ON THE TOP OF THE WALL. 10.SEE SHEET C0 FOR ADDITIONAL NOTES. 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C1.2 SHEET RE M O V A L S P L A N FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N R Call before you dig. below.Know what's SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 14 4 73 80 80 1014.2 FNDIP14343 1014.1 FNDIP12755 1011.0 FNDIP12755 1007 . 1 FNDI P 1 / 2 " 1009.8 FNDIP1/2" 1012 . 7 FNDI P 1 / 2 " 1012. 6 10 1 4 . 1 10 1 5 . 1 10 1 4 . 8 1014.2 1014. 5 1014.2 1012.2 10 0 8 . 7 1007 . 7 1007.0 CO1007.2 1007.6 1007.5 1008.4 1009.6 1010.3 BOX24 1011.5 1011.1 1008.8 1009.3 10 1 1 . 1 1012.4 1011.1 1013.4 1012.6 1013.6 1014.5 1014.0 1014.8 1014.8 PPAB A N D O N E D 1 0 1 4 . 2 1014.4 1014. 6 1014. 7 1014.1 1013. 7 1013.4 PPA B A N D O N E D 1012. 9 1012. 5 1012. 0 101 1 . 4 1008.2 1010.9 COT30 1009.6 BOX9 1009.8 BOX9 1009.7 BOX7 1009.7 BOX9 1007.2 1007.2 1008.6 1006.3 1008.4 1007.9 MAP11 1008.4 MAP18 1006.7 1006.5 ICE 1006.7 1007.7 BOX8 1008.2 MAP11-3 1006.9 1008.2 MAP16 1008.7 BOX14 CO1006.5 101 1 . 3 BOX 4 8 1011.9 PIN11 10 1 3 . 1 PI N 1 1 10 1 3 . 5 PI N 1 2 10 1 4 . 4 PI N 1 3 10 1 4 . 8 PI N 1 2 10 1 4 . 7 PI N 1 3 10 1 4 . 9 PI N 1 3 10 1 5 . 1 PI N 1 3 10 1 4 . 7 PI N 1 2 1014.8 1014.3 1014.1 1009.1 SB 1008.8 SB 1010.6 SB 1012.4 1011.5 1010.2 1013.1 1013.5 1 0 1 3 . 0 10 1 2 . 9 10 1 3 . 1 10 1 3 . 5 10 1 3 . 6 10 1 3 . 8 10 1 3 . 8 10 1 4 . 1 101 4 . 2 10 1 4 . 5 10 1 4 . 9 10 1 4 . 9 101 5 . 2 10 1 5 . 4 10 1 5 . 5 10 1 5 . 7 101 5 . 4 101 5 . 0 101 4 . 9 10 1 5 . 5 10 1 5 . 4 101 5 . 1 10 1 4 . 6 10 1 4 . 1 1 0 1 6 10 1 6 10 1 4 10 1 4 1 0 1 2 10 1 0 1010 1008 1008 10 0 8 1010 1012 10 1 2 1 0 1 4 1014 1 0 1 4 DRAINAGE AND UTILITY EASEMENT PER PLAT OF PLYMOUTH OFFICE PLAZA D R A I N A G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F P L Y M O U T H O F F I C E P L A Z A 10 10 10 ' U T I L I T Y E A S E M E N T P E R PL A T O F P E O N Y P R O M E N A D E DRAINAGE EASEMENT OVER ALL OF OUTLOT A PER PLAT OF PEONY PROMENADE PROPOSED BUILDING GARAGE ELEV = 1011.2 3. 1 % 0.5 % 0.5 % 1. 9 % 0.5 % 1. 7 % 3. 7 % 101 4 101 0 10 1 4 101 0 10 0 8 100 8 100 7 . 5 100 7 . 5 10 1 0 10 0 9 . 1 3 10 0 9 . 1 3 100 8 1009.1 3 10 0 9 . 1 3 1009.13 TW: 1011.0 BW: 1009.13 TW: 1014.0 BW: 1009.13 TW: 1015.5 BW: 1009.13 TW: 1015.6 BW: 1009.13 TW: 1015.5 BW: 1009.13 TW: 1014.0 BW: 1009.13 TW: 1014.0 BW: 1010.0 10 1 4 HY D S 4. 1 % 101 4 RATE CONTROL BASIN (SEE LANDSCAPE PLANS FOR SEEDING/MULCH SCHEDULE) BOTTOM 1007.5 (TO DRAIN DRY BETWEEN STORM EVENTS) HWL 1008.9 10-FT WIDE RIP-RAP OVERFLOW (EL: 1008.9) D RIP-RAP W/ GEOTEXTILE FILTER FABRIC (TYP) PROVIDE CATCH BASIN INLET PROTECTION (TYP) FENCE OR RAILING RECOMMENDED FOR WALLS OVER 30" IN HEIGHT (TYP)RAM P D O W N T O GAR A G E W I T H I N BLD G F O O T P R I N T EXTERIOR BLDG ELEVATION 101 6 1 0 1 6 101 6 10 1 6 10 1 6 TIP-OUT CURB EXTERIOR BLDG ELEVATION EXTERIOR BLDG ELEVATION 9 1 0 101 0 10 1 0 10 1 0 10 1 0 10 1 0 10 1 0 10 0 7 . 5 10 0 7 . 5 10 0 7 . 5 10 0 7 . 5 TOP OF BERM 1010.3 1015.80 1015.80 1015.30 1017.301017.30 1016.60 1016.30 1016.60 1016.90 1017.45 1017.45 1017.10 1015.50 1015.85 1016.70 1016.75 1017.45 1016.40 1017.25 1016.00 1016.20 1016.00 1015.80 1016.00 1015.85 1015.90 1015.75 1015.90 1015.75 1018.10 1016.40 1016.40 1016.20 1014.20 1014.20 1011.00 1011.50 1010.50 1010.00 101 6 10 1 6 T TW: 1014.0 BW: 1009.13 TW: 1014.0 BW: 1012.0 EXISTING WETLAND NWL 1007.5 WETLAND BUFFER MONUMENT (TYP) 2.3% GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL "811" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 5.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. 9.RETAINING WALLS OVER 48" REQUIRE A SEPARATE BUILDING PERMIT & MINIMUM 42" HIGH FENCE ON THE TOP OF THE WALL. 10.SEE SHEET C0 FOR ADDITIONAL NOTES. STORM SEWER NOTES 1.FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2.CONTRACTOR TO RECONNECT ANY EXISTING DRAINS, ROOF DRAINS OR PIPES TO NEW STORM SEWER SYSTEM WHERE THE OLD SYSTEM IS REMOVED. EXISTING ROOF DRAINS NOT FIELD LOCATED. DENOTES CLEAN-OUT DENOTES STORM SEWER MANHOLE DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOURS D X 952.36 DENOTES SANITARY SEWER MANHOLES DENOTES STORM SEWER APRON DENOTES GAS METER (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED WATER PIPE PROPOSED FORCEMAIN PIPE PROPOSED INLET PROTECTION PROPOSED STORM SEWER PIPE PROPOSED STORM MANHOLE PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED DIRECTION OF DRAINAGE PROPOSED POINTS910.35 PROPOSED CATCH BASIN HY D PROPOSED CONTOURS LEGEND PROPOSED SANITARY MANHOLE DENOTES POWER POLE DENOTES GUY WIRE CO T DENOTES TELEPHONE PEDESTAL DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE DENOTES UNDERGROUND TELEPHONE LINETEL GAS E E DENOTES WETLAND DELINEATEDWET DENOTES UNDERGROUND FIBER OPTIC LINEFIBER BY JACOBSON ENVIRONMENTAL S PROPOSED SILT FENCE PROPOSED WETLAND BUFFER MONUMENT 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C2.1 SHEET GR A D I N G , D R A I N A G E & E S C P L A N FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N R Call before you dig. below.Know what's SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 14 5 TC GUT FLUSH FLUSH ZER O C U R B H T . GUT TC TRA N S . T O Z E R O GUT T-C GUT T-C A B A 6-FT TRANS. TO ZERO CURB HT. B 2-FT TRANS. TO ZERO CURB HT. FLUSH FLUSH B FLUSH FLUSH CUR B H T . TRA N S . T O Z E R O CUR B H T . GUT HANDICAP STALL T-C = TOP OF CURB GUT = GUTTER FLUSH = SAME ELEV. FOR BIT. & CONC. 1016.63 1017.13 1016.75 1016.87 1017.25 1016.92 1016.86 1017.36 1016.20 1016.00 1016.20 1016.80 1016.70 1015.92 1015.80 1015.80 1017.301017.30 1016.60 1016.30 1016.60 1016.90 1017.45 1017.45 1017.10 1016.00 1015.85 1015.90 1015.75 1016.40 1016.40 1016.20 GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL "811" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 5.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. 9.RETAINING WALLS OVER 48" REQUIRE A SEPARATE BUILDING PERMIT & MINIMUM 42" HIGH FENCE ON THE TOP OF THE WALL. 10.SEE SHEET C0 FOR ADDITIONAL NOTES. 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C2.1a SHEET GR A D I N G D E T A I L FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 5 FEET GRAPHIC SCALE (34" x 22") 5 0 2.5 5 10 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N R Call before you dig. below.Know what's HANDICAP PARKING & ACCESS TO PICKLEBALL DETAIL SCALE = 1:5 SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 14 6 73 80 80 1010.9 COT30 DRAINAGE AND UTILITY EASEMENT PER PLAT OF PLYMOUTH OFFICE PLAZA D R A I N A G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F P L Y M O U T H O F F I C E P L A Z A 10 10 10 ' U T I L I T Y E A S E M E N T P E R PL A T O F P E O N Y P R O M E N A D E DRAINAGE EASEMENT OVER ALL OF OUTLOT A PER PLAT OF PEONY PROMENADE PROPOSED BUILDING GARAGE ELEV = 1011.2 50.0' MAX. BUFFER 24.0' MIN. BUFFER 15.0' BUFFER SETBCK T 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C2.2 SHEET WE T L A N D B U F F E R & S E T B A C K P L A N FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 07 . 0 3 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N WHERE BUFFER STRIP AREAS, OR A PORTION THEREOF, ARE NOT VEGETATED OR HAVE BEEN CULTIVATED OR OTHERWISE DISTURBED WITHIN FIVE YEARS OF THE PERMIT APPLICATION, SUCH AREAS SHALL BE RE-PLANTED AND MAINTAINED ACCORDING TO EACH OF THE FOLLOWING STANDARDS: (a)THE SOIL IN WETLAND BUFFER STRIPS SHALL BE AMENDED, AS NECESSARY, TO ENSURE THAT THE SOIL HAS AN ORGANIC CONTENT OF NOT LESS THAN 10 PERCENT AND NOT MORE THAN 35 PERCENT. (b)BUFFER STRIPS SHALL BE PLANTED WITH A BOARD OF WATER AND SOIL RESOURCES (BWSR) APPROVED SEED MIX CONTAINING 100 PERCENT PERENNIAL NATIVE PLANT SPECIES, EXCEPT FOR A ONE-TIME PLANTING OF AN ANNUAL NURSE OR COVER CROP SUCH AS OATS OR RYE. (c)THE ANNUAL NURSE OR COVER CROP SHALL BE APPLIED AT A RATE OF 20 POUNDS PER ACRE. (d)NATIVE SHRUBS MAY BE SUBSTITUTED FOR FORBS. SUCH SHRUBS MAY BE BARE ROOT SEEDLINGS AND SHALL BE PLANTED AT A RATE OF 60 PLANTS PER ACRE. SHRUBS SHALL BE DISTRIBUTED SO AS TO PROVIDE A NATURAL APPEARANCE AND SHALL NOT BE PLANTED IN ROWS. (e)ANY GROUND COVER OR SHRUB PLANTINGS INSTALLED IN BUFFER STRIP AREAS ARE INDEPENDENT OF LANDSCAPING REQUIREMENTS SET FORTH ELSEWHERE IN THE CITY CODE AND CITY POLICY. (a)NATIVE PRAIRIE GRASSES AND FORBS SHALL BE PLANTED BY A QUALIFIED CONTRACTOR. (b)NO FERTILIZER SHALL BE USED IN ESTABLISHING NEW BUFFER STRIPS, EXCEPT ON HIGHLY DISTURBED SITES WHEN DEEMED NECESSARY TO ESTABLISH ACCEPTABLE BUFFER STRIP VEGETATION AND THEN LIMITED TO AMOUNTS INDICATED BY AN ACCREDITED SOIL TESTING LABORATORY. (c)ALL SEEDED AREAS SHALL HAVE A TWO-INCH THICK APPLICATION OF COMPOST (MN/DOT GRADE 2 SECTION 3890) OR BE MULCHED IMMEDIATELY WITH CLEAN STRAW AT A RATE OF 1.5 TONS PER ACRE. MULCH SHALL BE ANCHORED WITH A DISK OR TACKIFIER. (d)BUFFER STRIPS (BOTH NATURAL AND CREATED), SHALL BE PROTECTED BY SILT FENCE DURING CONSTRUCTION AND THE FENCE SHALL REMAIN IN PLACE UNTIL THE AREA CROP IS ESTABLISHED. R Call before you dig. below.Know what's SI T E P L A N R E V I E W 7- 6 - 2 3 =NEW WETLAND BUFFER 7,495 S.F. 24-FT MINIMUM 50-FT MAXIMUM =WETLAND BUFFER SETBACK (15-FT) =EXISTING WETLAND BUFFER 7,300S.F. 30-FT AVERAGE =MAXIMUM WETLAND BUFFER (50-FT) =MINIMUM WETLAND BUFFER (24-FT) =BUFFER SETBACK VARIANCE REQUEST 210 S.F. PROJECT PZ2023042 AREA OF POND = 3,502 S.F. 50% OF THAT AREA = 1,751 S.F. BUFFER WITHIN POND = 1,500 S.F. REQ'D. BUFFER AREA = 7,300 S.F. 50% OF THAT AREA = 3,650 S.F. =WETLAND BUFFER MONUMENT SEE LANDSCAPE PLAN FOR BUFFER SEED MIX AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 14 7 73 80 80 1006.5 ICE 1 0 1 3 . 0 1 0 1 6 10 1 6 10 1 4 10 1 4 1 0 1 2 10 1 0 1010 1008 1008 10 0 8 1010 1012 10 1 2 1 0 1 4 1014 1 0 1 4 DRAINAGE AND UTILITY EASEMENT PER PLAT OF PLYMOUTH OFFICE PLAZA D R A I N A G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F P L Y M O U T H O F F I C E P L A Z A 10 10 10 ' U T I L I T Y E A S E M E N T P E R PL A T O F P E O N Y P R O M E N A D E DRAINAGE EASEMENT OVER ALL OF OUTLOT A PER PLAT OF PEONY PROMENADE PROPOSED BUILDING GARAGE ELEV = 1011.2 101 4 101 0 10 1 4 101 0 10 0 8 100 8 100 7 . 5 100 7 . 5 10 1 0 10 0 9 . 1 3 10 0 9 . 1 3 100 8 1009.1 3 10 0 9 . 1 3 1009.13 10 1 4 101 4 101 6 1 0 1 6 101 6 10 1 6 10 1 6 9 1 0 101 0 10 1 0 10 1 0 10 1 0 10 1 0 10 1 0 10 0 7 . 5 10 0 7 . 5 10 0 7 . 5 10 0 7 . 5 101 6 10 1 6 T 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C2.3 SHEET FL O O D P L A I N M I T I G A T I O N E X H I B I T FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N =PROPOSED FLOODPLAIN 7,628 CUBIC FEET =EXISTING FLOODPLAIN 7,296 CUBIC FEET STAGE-AREA-STORAGE FOR POND EF: EXISTING FLOODPLAIN ELEVATION SURFACE STORAGE (feet) (SQ-FT)(CUBIC-FEET) --------------------------------------- Elevation Surface Storage (feet) (sq-ft) (cubic-feet) --------------------------------------- 1,007.50 287 0 1,007.55 323 15 1,007.60 359 32 1,007.65 394 51 1,007.70 430 72 1,007.75 466 94 1,007.80 502 118 1,007.85 538 144 1,007.90 573 172 1,007.95 609 202 1,008.00 645 233 1,008.05 1,120 277 1,008.10 1,596 345 1,008.15 2,071 437 1,008.20 2,547 552 1,008.25 3,023 691 1,008.30 3,498 854 1,008.35 3,974 1,041 1,008.40 4,449 1,252 1,008.45 4,925 1,486 1,008.50 5,400 1,744 1,008.55 5,935 2,028 1,008.60 6,470 2,338 1,008.65 7,005 2,675 1,008.70 7,540 3,038 1,008.75 8,075 3,429 1,008.80 8,610 3,846 1,008.85 9,145 4,290 1,008.90 9,680 4,760 1,008.95 10,215 5,258 1,009.00 10,750 5,782 1,009.05 11,442 6,337 1,009.13 12,550 7,296 STAGE-AREA-STORAGE FOR POND PF: PROPOSED FLOODPLAIN ELEVATION STORAGE (feet) (CUBIC-FEET) ----------------------------------- 1,007.50 0 1,007.55 138 1,007.60 281 1,007.65 430 1,007.70 585 1,007.75 745 1,007.80 911 1,007.85 1,082 1,007.90 1,259 1,007.95 1,441 1,008.00 1,629 1,008.05 1,824 1,008.10 2,024 1,008.15 2,232 1,008.20 2,446 1,008.25 2,666 1,008.30 2,893 1,008.35 3,127 1,008.40 3,368 1,008.45 3,614 1,008.50 3,868 1,008.55 4,128 1,008.60 4,395 1,008.65 4,668 1,008.70 4,948 1,008.75 5,235 1,008.80 5,528 1,008.85 5,828 1,008.90 6,134 1,008.95 6,447 1,009.00 6,767 1,009.05 7,093 1,009.13 7,628 R Call before you dig. below.Know what's SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 14 8 73 80 80 1006.5 ICE DRAINAGE AND UTILITY EASEMENT PER PLAT OF PLYMOUTH OFFICE PLAZA D R A I N A G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F P L Y M O U T H O F F I C E P L A Z A 10 10 10 ' U T I L I T Y E A S E M E N T P E R PL A T O F P E O N Y P R O M E N A D E DRAINAGE EASEMENT OVER ALL OF OUTLOT A PER PLAT OF PEONY PROMENADE PROPOSED BUILDING GARAGE ELEV = 1011.2 B612 CONCRETE C & G (TYP) CONCRETE CROSS GUTTER CONCRETE CROSS GUTTER CONCRETE SIDEWALK TIP-OUT CURB END CURB W/ 2-FT BEAVER TAIL (TYP) T INDUSTRIAL COMMERCIAL DRIVEWAY (DETAIL STR1-12) - NO CURB INDUSTRIAL COMMERCIAL DRIVEWAY (DETAIL STR1-12) - NO CURB R = 15-FT R = 20-FT R = 15-FT R = 20-FT 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C2.4 SHEET CU R B I N G / P A V I N G P L A N FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N R Call before you dig. below.Know what's 1.5" WEAR COURSE (SPWEA240C) MNDOT 2360 TACK COAT, MNDOT 2357 8.0" AGG. BASE, CLASS 5 MNDOT 2211 APPROVED GRANULAR SUBBASE AS DETERMINED BY GEOTECHNICAL ENGINEER BITUMINOUS - LIGHT DUTY N.T.S. BITUMINOUS - HEAVY DUTY N.T.S. 2.0" NON-WEAR COURSE (SPNWB230B) MNDOT 2360 3. SEE GEOTECHNICAL REPORT PREPARED BY HAUGO GTS (MARCH 13, 2023) FOR ADDITIONAL PAVEMENT INFORMATION AND RECOMMENDATIONS. 2. GEOTECHNICAL ENGINEER TO REVIEW PAVEMENT SECTION FOR MATERIALS PRIOR TO ANY INSTALLATIONS. 1. PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S STANDARD SPECIFICATIONS FOR CONSTRUCTION APPROVED GRANULAR SUBBASE AS DETERMINED BY GEOTECHNICAL ENGINEER 3. SEE GEOTECHNICAL REPORT PREPARED BY HAUGO GTS (MARCH 13, 2023) FOR ADDITIONAL PAVEMENT INFORMATION AND RECOMMENDATIONS. 2. GEOTECHNICAL ENGINEER TO REVIEW PAVEMENT SECTION FOR MATERIALS PRIOR TO ANY INSTALLATIONS. 1. PAVING SHALL CONFORM TO THE LATEST EDITION OF MNDOT'S STANDARD SPECIFICATIONS FOR CONSTRUCTION 2.0" WEAR COURSE (SPWEA240C) MNDOT 2360 TACK COAT, MNDOT 2357 9.0" AGG. BASE, CLASS 5 MNDOT 2211 2.0" NON-WEAR COURSE (SPNWB230B) MNDOT 2360 APPROVED GRANULAR SUBGRADE 6" CONCRETE WALK 4" CLASS 5 AGG. BASE 2% MAX. CROSS SLOPE VARIES - 6' IN FRONT OF BLDG CONCRETE SIDEWALK N.T.S. 1. SEE GEOTECHNICAL REPORT PREPARED BY HAUGO GTS (MARCH 13, 2023) FOR ADDITIONAL CONCRETE PAVEMENT RECOMMENDATIONS. SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 14 9 73 80 80 CO1007.2 1011.5 1014.5 PPAB A N D O N E D 1 0 1 4 . 2 PPA B A N D O N E D 101 1 . 4 CO1006.5 1013.1 1 0 1 3 . 0 DRAINAGE AND UTILITY EASEMENT PER PLAT OF PLYMOUTH OFFICE PLAZA D R A I N A G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F P L Y M O U T H O F F I C E P L A Z A 10 10 10 ' U T I L I T Y E A S E M E N T P E R PL A T O F P E O N Y P R O M E N A D E DRAINAGE EASEMENT OVER ALL OF OUTLOT A PER PLAT OF PEONY PROMENADE PROPOSED BUILDING GARAGE ELEV = 1011.2 EXIS T . 8 " P V C C 9 0 0 D R 1 8 W . M . HY D EXIST SAN MH RE 1011.58 IE 1001.56 (PER AS-BUILDS) E X I S T I N G 8 " P V C S A N . @ 0 . 4 9 % EXIST. SAN MH RE 1014.35 IE 972.65 (PER AS-BUILDS) EXIST SAN MH RE 1011.40 IENE 1000.5 (INSIDE DROP) IE 972.29 (PER AS-BUILDS) S EX I S T I N G 1 2 " D I P S A N . @ 0 . 1 6 % EX I S T I N G 4 " P V C ( P E R A S - B U I L D S ) D END INV 1002.18 EXTEND SANITARY SEWER INTO BUILDING AT LOCATION DETERMINED BY OWNER & VERIFIED BY MECHANICAL 43'-6" PVC SCHEDULE 40 @ 1.00% (PRIVATE) CONNECT TO EXISTING SANITARY SEWER MANHOLE AT INVERT 1001.75 VIA CORE DRILL (FIELD VERIFY EXISTING MANHOLE ELEVATIONS) CONNECT TO EXISTING 8" W.M. WITH 6" TAPPING SLEEVE & SLEEVE (FIELD VERIFY EXISTING W.M. LOCATION) PROP 6" PVC C900 DR18 (PRIVATE) 6"-45 DEG. BEND 6"-45 DEG. BEND 6"-45 DEG. BENDS HYD. & GATE VALVE EXTEND WATERMAIN INTO BUILDING AT LOCATION DETERMINED BY OWNER & VERIFIED BY MECHANICAL T GA S GA S GA S GA S GA S GAS FI B E R FI B E R FI B E R FI B E R FI B E R FIBE R EXISTING GAS LINE NEW GAS & FIBER LINES (VERIFY W/ MECH.) E E NEW ELECTRIC LINE (VERIFY W/ MECH.) E E E E E 6" x 6" TEE 6" GATE VALVE NEW ELECTRIC LINE (VERIFY W/ MECH.) FD (PUB L I C ) (P U B L I C ) ( P U B L I C ) (P U B L I C ) NOTE: FIELD VERIFY EXISTING PIPE SIZE - IF PIPE IS LESS THAN 8" IN DIAMETER, REMOVE AND REPLACE WITH 8" PVC SDR 35 EXISTING SEWER SERVICES TO REMAIN EXIS T I N G 1 2 " D I P S A N . @ 0 . 1 6 % (PU B L I C ) INSULATE SANITARY WHERE DEPTH TO TOP OF PIPE IS LESS THAN 7.0 FEET ALL PROPOSED SANITARY SEWER AND WATERMAIN IS PRIVATE DENOTES CLEAN-OUT DENOTES STORM SEWER MANHOLED DENOTES SANITARY SEWER MANHOLES DENOTES STORM SEWER APRON DENOTES GAS METER PROPOSED WATER PIPE PROPOSED FORCEMAIN PIPE PROPOSED STORM SEWER PIPE PROPOSED STORM MANHOLE PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED CATCH BASIN HY D LEGEND DENOTES POWER POLE DENOTES GUY WIRE CO T DENOTES TELEPHONE PEDESTAL DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE DENOTES UNDERGROUND TELEPHONE LINETEL GAS E E DENOTES WETLAND DELINEATEDWET DENOTES UNDERGROUND FIBER OPTIC LINEFIBER BY JACOBSON ENVIRONMENTAL PROPOSED FLARED-END SECTION GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL "811" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 5.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. 9.RETAINING WALLS OVER 48" REQUIRE A SEPARATE BUILDING PERMIT & MINIMUM 42" HIGH FENCE ON THE TOP OF THE WALL. 10.SEE SHEET C0 FOR ADDITIONAL NOTES. 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C3.1 SHEET UT I L I T Y P L A N - S A N I T A R Y & W A T E R FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N R Call before you dig. below.Know what's SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 15 0 73 80 80 CO1007.2 1011.5 1014.5 PPAB A N D O N E D 1 0 1 4 . 2 PPA B A N D O N E D 101 1 . 4 CO1006.5 1013.1 1 0 1 3 . 0 DRAINAGE AND UTILITY EASEMENT PER PLAT OF PLYMOUTH OFFICE PLAZA D R A I N A G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F P L Y M O U T H O F F I C E P L A Z A 10 10 10 ' U T I L I T Y E A S E M E N T P E R PL A T O F P E O N Y P R O M E N A D E DRAINAGE EASEMENT OVER ALL OF OUTLOT A PER PLAT OF PEONY PROMENADE PROPOSED BUILDING GARAGE ELEV = 1011.2 EXIS T . 8 " P V C C 9 0 0 D R 1 8 W . M . HY D EXIST SAN MH RE 1011.58 IE 1001.56 (PER AS-BUILDS) E X I S T I N G 8 " P V C S A N . @ 0 . 4 9 % EXIST. SAN MH RE 1014.35 IE 972.65 (PER AS-BUILDS) EXIST SAN MH RE 1011.40 IENE 1000.5 (INSIDE DROP) IE 972.29 (PER AS-BUILDS) S EX I S T I N G 1 2 " D I P S A N . @ 0 . 1 6 % EX I S T I N G 4 " P V C ( P E R A S - B U I L D S ) D CB #3 (2' x 3') RE 1015.40 IE 1012.40 NEENAH R-3067-V CBMH #2 (DIA. = 48") RE 1015.15 IEW 1012.15 IEE 1007.65 3-FT SUMP NEENAH R-3067-V FES #1 15" RC APRON IE 1007.50 15'-15" RCP @ 1.00% 47'-12" HDPE @ 0.53% 15" RC APRON INV 1012.30 15' RC APRON INV 1012.00 44'-15" RCP @ 0.68% FES #6 15" RC APRON INV 1007.50 MH #5 (DIA. = 48") RIM 1010.80 IE 1007.50 ALSO SEE DETAIL 14'-15" RCP @ 1.43% FES #4 15" RC APRON IE 1007.30 50'-15" RCP @ 0% T GA S GA S GA S GA S GA S GAS FI B E R FI B E R FI B E R FI B E R FI B E R FIBE R EXISTING GAS LINE NEW GAS & FIBER LINES (VERIFY W/ MECH.) E E NEW ELECTRIC LINE (VERIFY W/ MECH.) E E E E E NEW ELECTRIC LINE (VERIFY W/ MECH.) FD FIRE DEPARTMENT CONNECTION (PUB L I C ) (P U B L I C ) ( P U B L I C ) (P U B L I C ) ALL PROPOSED STORM SEWER IS PRIVATE EXIS T I N G 1 2 " D I P S A N . @ 0 . 1 6 % (PU B L I C ) DENOTES CLEAN-OUT DENOTES STORM SEWER MANHOLED DENOTES SANITARY SEWER MANHOLES DENOTES STORM SEWER APRON DENOTES GAS METER PROPOSED WATER PIPE PROPOSED FORCEMAIN PIPE PROPOSED STORM SEWER PIPE PROPOSED STORM MANHOLE PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED CATCH BASIN HY D LEGEND DENOTES POWER POLE DENOTES GUY WIRE CO T DENOTES TELEPHONE PEDESTAL DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE DENOTES UNDERGROUND TELEPHONE LINETEL GAS E E DENOTES WETLAND DELINEATEDWET DENOTES UNDERGROUND FIBER OPTIC LINEFIBER BY JACOBSON ENVIRONMENTAL PROPOSED FLARED-END SECTION GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL "811" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 5.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. 9.RETAINING WALLS OVER 48" REQUIRE A SEPARATE BUILDING PERMIT & MINIMUM 42" HIGH FENCE ON THE TOP OF THE WALL. 10.SEE SHEET C0 FOR ADDITIONAL NOTES. 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C3.2 SHEET UT I L I T Y P L A N - S T O R M FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N R Call before you dig. below.Know what's N.T.S. INLET FROM RATE CONTROL BASIN INV 1007.50 OUTLET TO WETLAND ORIFICE 1 6" DIAMETER INV 1007.50 TOP OF WALL EL 1008.80 WEIR WALL FRONT VIEW OUTLET CONTROL STRUCTURE STRUCTURE PROFILE VIEW TOP OF CASTING EL 1010.80 ORIFICE 2 20" W x 7.2" H INV 1008.20 INV 1007.50 TOP OF WALL EL 1008.80 SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 CONTACT CITY INSPECTOR TONY MOENING 612-490-4874 TO WITNESS WATER AND SANITARY SEWER CONNECTIONS. AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 15 1 STANDARD DETAILS CITY OF PLYMOUTH PUBLISHED CITY PL. NO.SERVICE CONNECTION SS-1 3-23 MINIMUM GRADE 1/4" PER FOOT FL O W WYE 10.0' PLUG EA S E M E N T L I N E PR O P E R T Y LI N E D.I.P. OR P.V.C. BENDS 22.5 OR 45 DEG. 4" RESIDENTIAL, 6" COMMERCIAL D.I.P. OR P.V.C. BENDS, 22.5 OR 45 DEG. 2"X2" or 4"X4" AT END OF SANITARY SEWER SERVICE. (INCIDENTAL) CONTINUOUS, GREEN COATED, #10 SOLID COPPER OR COPPER CLAD STEEL, INSULATED TRACER WIRE FROM WYE DIRECTLY ABOVE THE SVC PIPE, TO TOP OF FENCE POST 5' MEDIUM DUTY, (1.25 POUNDS/FOOT) STEEL FENCE POST EXPOXY-RESIN COATED, PAINTED OR GALVANIZED INSTALLED TO 6" BELOW FINISHED GRADE SECURE TRACER WIRE BY WRAPPING AROUND POST. (INCIDENTAL) SERVICE PIPE SHALL BE SCHEDULE 40 FOR 0' TO 26' DEEP AND D.I.P. FOR PIPE DEEPER THAN 26') PIPE BEDDING SHALL CONFORM TO WHAT IS SHOWN IN DETAIL SS-6 LOOP TRACER WIRE AROUND WYE CONTINUOUS, GREEN COATED, #10 SOLID COPPER OR COPPER CLAD STEEL, INSULATED TRACER WIRE FROM WYE DIRECTLY ABOVE THE SVC PIPE, TO TOP OF FENCE POST. (INCIDENTAL) USE THE SAME PIPE MATERIAL FROM THE WYE AT THE MAIN TO THE CAP AT THE END OF THE SERVICE. USE A "QWIKSEAL" ADAPTOR FROM FERNCO OR APPROVED EQUAL WHEN CONNECTING TO AN EXISTING SEWER LINE. REVISED 1-22 10' MIN. DEPTH OR AS REQUIRED TO SERVE THE PROPERTY WYE IN A 10 O'CLOCK POSITION STANDARD DETAILS CITY OF PLYMOUTH SANITARY SEWER BEDDING 3/4" TO 1-1/2" ROCK BEDDING SAND BEDDING CLEAR ROCK COMPACTED SAND 12" MIN OVER PIPE 4" MIN BEDDING OVER PIPE 12" MIN SAND SHALL CONFORM WITH MN/DOT SPEC. 3149.2B2 (SELECT GRANULAR) NOTE: BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE PIPE UNLESS MODIFIED IN THE CONTRACT DOCUMENTS. BEDDING REQUIRED FOR ALL MAINS AND SERVICES. 12 " M I N , TY P I C A L 12 " M I N , TY P I C A L ALL SANITARY SEWER PIPE PUBLISHED CITY PL. NO. SS-6 3-23 REVISED 1-17 4" MINIMUM IN A STABLE SUBGRADE. IF SUBGRADE IS UNSTABLE USE AS MUCH ROCK AS NECESSARY TO STABILIZE. ALL SANITARY SEWER PIPE STANDARD DETAILS CITY OF PLYMOUTH STORM SEWER MANHOLE WITH CONE SECTION 2" RUBBER GASKETS BETWEEN EACH JOINT IN MANHOLE SECTIONS. STEPS 16" O.C. ON DOWNSTREAM SIDE FLOW 4' 1' - 0 " AS R E Q U I R E D BASE: PRECAST OR POURED-IN-PLACE CONCRETE 27" * MINIMUM SLAB THICKNESS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14' AND REINFORCE WITH 6"X6" 10/10 MESH. NOTE 0"-8" 2" VARIABLE THICKNESS HDPE ADJUSTING RINGS AS REQUIRED. MINIMUM OF 4" ADJUSTMENT AND MAXIMUM OF 12" ADJUSTMENT. USE LARGER ADJUSTMENT RINGS TO MINIMIZE THE NUMBER OF JOINTS. INCLUDE MIN. 1-2" RING IMMEDIATELY UNDER THE CASTING. ADJUST CASTING TO 14" - 12" BELOW FINISHED GRADE, TYPICAL FOR ALL CASTINGS IN PAVEMENT MANHOLE FRAME AND COVER-NEENAH R-1642-B OR APPROVED EQUAL. INCLUDES MACHINED BEARING SURFACE WITH 2 CONCEALED PICK HOLES. NOTES: 1.MANHOLES 8' DEEP OR GREATER, THE PRECAST SECTION IMMEDIATELY BELOW THE CONE SECTION SHALL BE 1'-0" (12") IN HEIGHT. 2.PROVIDE STEPS IN ALL MANHOLES OVER 4.5 FEET DEEP. 3.* 48" DIAMETER WHEN PIPE IS 30" OR SMALLER. 72" DIAMETER WHEN PIPE IS LARGER THAN 36". 4.USE T-SECTION MANHOLE WHERE POSSIBLE (DESIGN J) WITH OFFSET CONE CONNECTION OR PRECAST SLAB. 5.DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND INSIDE. OF F R O A D M A R K E R (I N C I D E N T A L ) M H INSTALL WHEN M.H. IS PLACED OUTSIDE OF THE ROADWAY. PUBLISHED CITY PL. NO. ST-1 3-23 REVISED 1-17 STANDARD DETAILS CITY OF PLYMOUTH CATCH BASIN (MAX. DEPTH 4.5') NOTE: USE 4 FOOT DIAMETER CATCH BASIN MANHOLE WHEN DEPTH EXCEEDS 4.5 FEET. SEE PLATE NO. ST-1 OR ST-6. 3" VARIES 36" 2 4 " 5" 4" 31 " 43" 6" 17 - 3 / 4 " 35-1 / 4 " EXPANSION MATERIAL TO BE PLACED IN FIRST CURB JOINT, BOTH SIDES OF CATCH BASIN. RECESS CATCH BASINS 1" BELOW GUTTER GRADE LINE. FOR SURMOUNTABLE CURB, PROVIDE FACE OF CURB TRANSITION EXTENDING 10' ON EACH SIDE OF CATCH BASIN 1. 2. 3. NOTES: DIRECTION OF MAJOR FLOW (TYPE V GRATE) TO MATCH CASTING. IF STRUCTURE BASE IS LESS THAN 48" BELOW FINISHED GRADE, PLACE GRANULAR MATERIAL UNDER STRUCTURE, FOR A MINIMUM OF 48" BELOW FINISHED GRADE. PREFORMED OR CORE DRILLED HOLES REQUIRED FOR SUBDRAIN CONNECTIONS. GROUT INSIDE AND OUT AROUND SUBDRAIN. TRIM DRAIN TILE BACK TO WALL. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND INSIDE. VARIABLE THICKNESS HDPE ADJUSTING RINGS AS REQUIRED. MINIMUM OF 4" ADJUSTMENT AND MAXIMUM OF 12" ADJUSTMENT. USE LARGER ADJUSTMENT RINGS TO MINIMIZE THE NUMBER OF JOINTS. INCLUDE MIN. 1-2" RING IMMEDIATELY UNDER THE CASTING. THERE CAN BE NO MORE THAN 3" OF OFFSET IN ANY DIRECTION IN THE ADJUSTING RING PLACEMENT. APPLY POLYURETHANE SEALANT BETWEEN THE FIRST RING AND THE STRUCTURE AND BETWEEN THE UPPER RING AND THE CASTING. DON'T APPLY SEALANT TO THE MIDDLE JOINTS. WRAP THE OUTSIDE OF THE RINGS WITH A NON-WOVEN GEOTEXTILE FABRIC. PUBLISHED CITY PL. NO. ST-2 3-23 REVISED 1-21 INSTALL NEENAH CASTING NO. R-3067-V (IN GRADE CB) AND R-3067-VB (LOW POINT) 4'-0" MINIMUM BUILD WITH CASTING & RINGS 5" THICK 2'x3' PRECAST REINFORCED CONCRETE STANDARD DETAILS CITY OF PLYMOUTH INLET & OUTLET F.E.S. WITH TRASH GUARD 24"MAX.6"MAX. "L" SIZE OF PIPE BARS BOLTS "L" 21" TO 42"1"3/4"6" 48" TO 72"1-1/4"1"12" HAND PLACED GRANITE RIPRAP INDIVIDUAL STONES SHALL NOT WEIGH LESS THAN 50 POUNDS EACH EXCEPT THOSE USED FOR CHINKING. RIP-RAP REQUIRED FOR ALL APRONS: SEE STD. PLATE ST-4 USE 2 TIE BOLT FASTENERS PER JOINT INSTALLED AT 60 DEG FROM TOP OR BOTTOM OF PIPE. USE 5/8" TIE FOR PIPE SIZES 12" TO 27". USE 3/4" TIE FOR PIPE SIZES 30" TO 66". USE 1" TIE FOR PIPE SIZES OVER 72". NUTS AND WASHERS ARE NOT REQUIRED ON PIPE SIZE LESS THAN 24". SEE STD. PL. ST-4 FOR RIPRAP DETAIL MIN. TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES AND BED IN GRANULAR MATERIAL. PLACE NONWOVEN GEOTEXTILE FABRIC UNDER RIP-RAP AND EXTENDING 1' UNDER FES DON'T PLACE RIP-RAP HIGHER THAN THE INVERT OF THE F.E.S. PUBLISHED CITY PL. NO. ST-3 3-23 REVISED 1-17 TRASH GUARDS WILL BE REQUIRED ON ALL 24" OR LARGER APRONS UNLESS APPROVED BY THE CITY ENGINEER. INSTALL 3 HOT DIP GALVANIZED CLIPS TO FASTEN TRASH GUARD TO F.E.S. OF F R O A D M A R K E R (I N C I D E N T A L ) F EPLACE GRANITE RIP-RAP AROUND SIDES AND OVER THE TOP OF THE F.E.S. INSTALL CHANNEL POST AND "FE" MARKER PLATE NEXT TO ALL APRONS. STANDARD DETAILS CITY OF PLYMOUTH RIPRAP DETAIL FOR FLARED END SECTIONS SECTION A-A PLAN SECTION B-B DIA. 2' 2' 1 4 L DI A . B B AA RIPRAP NONWOVEN GEOTEXTILE FABRIC RIPRAP 1.5' (30" AND LARGER PIPE) 1' (12"-27" DIA. PIPE) 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) DIA. OF PIPE (IN.)L (FT.) 48 15 42 36 30 24 18 12 20 8 10 12 14 18 16 8 ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. NOTE: QUANTITY (C.Y.)CLASS >48 22-28 30-40 26 5 6 8 12 22 14 5 IV IV III III III III IV III III MINIMUM RIPRAP REQUIRED NONWOVEN GEOTEXTILE FABRIC EXTEND 1' UNDER FES TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES AND BED IN GRANULAR MATERIAL. RIP-RAP SHALL BE CONSTRUCTED WITH GRANITE ROCK AND SHALL BE HAND PLACED. RIP-RAP OUT FROM THE APRON SHALL NOT BE HIGHER THAN THE APRON INVERT. PUBLISHED CITY PL. NO. ST-4 3-23 REVISED 1-17 RIP-RAP REQUIRED AT ALL APRONS STANDARD DETAILS CITY OF PLYMOUTH PRECAST STORM SEWER CATCH BASIN MANHOLE PIP E D I A . VARIABLE 6" DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. 4' DIA. M.H.-9" IN FROM BACK OF CURB 6' DIA. M.H.-3" BEHIND BACK OF CURB 8' DIA. M.H.-15" BEHIND BACK OF CURB GROUT INVERT BOTTOM TO 1/2 DIA. OF PIPE. PRECAST CONCRETE MANHOLE SECTION. MANHOLE STEPS NEENAH R1981J PLASTIC COATED OR APPROVED EQUAL, 16" O.C. USE PRECAST SECTIONS WHENEVER POSSIBLE. USE MIN. 4' DIAMETER MANHOLE SECTIONS FOR PIPE SIZES UP TO 36" DIAMETER. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND INSIDE. VA R I A B L E 1' - 0 " 6 " 6" WITH REINFORCED CONCRETE TOP SLAB 5" SLAB AND TOP OF MANHOLE SECTION. MATERIAL TO BE PLACED BETWEEN RAMNEK OR SIMILAR GASKET TYPE 2" 2" 0"-8" VARIABLE THICKNESS HDPE ADJUSTING RINGS AS REQUIRED. MINIMUM OF 4" ADJUSTMENT AND MAXIMUM OF 12" ADJUSTMENT. USE LARGER ADJUSTMENT RINGS TO MINIMIZE THE NUMBER OF JOINTS. INCLUDE MIN. (1)-2" RING IMMEDIATELY UNDER THE CASTING. THERE CAN BE NO MORE THAN 3" OF OFFSET IN ANY DIRECTION IN THE ADJUSTING RING PLACEMENT. USE TAPERED RINGS TO MATCH CASTING TO STREET GRADE. APPLY BUTYL SEALANT BETWEEN THE FIRST RING AND THE STRUCTURE AND BETWEEN THE UPPER RING AND THE CASTING. DON'T APPLY SEALANT TO THE MIDDLE JOINTS. WRAP THE OUTSIDE OF THE RINGS WITH A NON-WOVEN GEOTEXTILE FABRIC. ALL MANHOLE JOINTS TO HAVE RUBBER GASKETS NEENAH R-2561-A BEEHIVE GRATE & CASTING NEENAH R-2573 CONCAVE GRATE & CASTING NEENAH R-2577 CONVEX GRATE & CASTING NEENAH R-3250-1 GRATE & CASTING NEENAH R-3290-A FOR CROSS GUTTERS NEENAH R-3501-TR & TL FOR SURMOUNTABLE CURB NEENAH R-4342 WITH CONCRETE MNDOT FRAME PLATE #4143E OTHER POTENTIALLY ACCEPTABLE CATCH BASIN CASTINGS DEPENDING UPON CIRCUMSTANCES AND SUBJECT TO CITY APPROVAL: NOTE: 24"X36" SLAB OPENING FOR NEENAH R-3067-V OR -VB CASTING AND TYPE GRATE. PUBLISHED CITY PL. NO. ST-6 3-23 REVISED 1-21 BOTH BASE SLAB AND TOP SLAB VARIES IN THICKNESS, (6"MINIMUM-12"MAXIMUM) DEPENDING UPON STRUCTURE DIAMETER AND DEPTH. FOLLOW MANUFACTURES SPECIFICATIONS. STANDARD DETAILS CITY OF PLYMOUTH STORM SEWER BEDDING RCP PIPE 3/4" TO 1-1/2" SPRING LINE USE AS MUCH ROCK AS NECESSARY TO STABLILIZE UNSTABLE OR WET CONDITIONS PIPE RCP SPRING LINE COMPACTED SAND OR 3/4" TO 1-1/2" CLEAR ROCK (AS DIRECTED) STABLE OR DRY CONDITIONS SAND SHALL CONFORM WITH MN/DOT SPEC. 3149 IF PIPE SPRING LINE IS LESS THAN 48" BELOW FINISHED GRADE, PLACE GRANULAR MATERIAL UNDER PIPE TO A MINIMUM OF 48" BELOW FINISHED GRADE. NOTE: USE OF HDPE PIPE BY PRIOR APPROVAL OF CITY ENGINEER ONLY. HDPE PIPE COMPACTED SAND 12" MIN OVER PIPE MIN 4" OF BEDDING SAND SHALL CONFORM WITH MN/DOT SPEC. 3149.2B2 SAND BEDDING DETAIL FOR HDPE PIPE 12 " M I N , TY P I C A L PUBLISHED CITY PL. NO. ST-8 3-23 REVISED 3-12 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C4.1 SHEET DE T A I L S FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 15 2 STANDARD DETAILS CITY OF PLYMOUTH SUMP CATCH BASIN MANHOLE 1' - 0 " VA R I A B L E 6" 6" 6" VARIES R.C.P. 6" MINIMUM PRECAST REINFORCED CONCRETE SLAB. PRECAST CONCRETE MANHOLE SECTIONS. FLOW RAMNEK OR SIMILAR GASKET TYPE MATERIAL TO BE PLACED BETWEEN SLAB AND TOP OF MANHOLE SECTION. 2" 2"-6" 2" VARIABLE THICKNESS HDPE ADJUSTING RINGS AS REQUIRED. MINIMUM OF 4" ADJUSTMENT AND MAXIMUM OF 12" ADJUSTMENT. USE LARGER ADJUSTMENT RINGS TO MINIMIZE THE NUMBER OF JOINTS. INCLUDE MIN. 1-2" RING IMMEDIATELY UNDER THE CASTING. THERE CAN BE NO MORE THAN 3" OF OFFSET IN ANY DIRECTION IN THE ADJUSTING RING PLACEMENT. USE TAPERED RINGS TO MATCH CASTING TO STREET GRADE. APPLY BUTYL SEALANT BETWEEN THE FIRST RING AND THE STRUCTURE AND BETWEEN THE UPPER RING AND THE CASTING. DON'T APPLY SEALANT TO THE MIDDLE JOINTS. WRAP THE OUTSIDE OF THE RINGS WITH A NON-WOVEN GEOTEXTILE FABRIC. NOTE: 24"x36" SLAB OPENING FOR NEENAH R-3067-V OR -VB CASTING AND GRATE. OTHER POTENTIALLY ACCEPTABLE CATCH BASIN CASTINGS DEPENDING UPON THE CIRCUMSTANCES AND SUBJECT TO CITY APPROVAL ARE: NEENAH R-2561-A BEEHIVE GRATE & CASTING NEENAH R-2573 CONCAVE GRATE & CASTING NEENAH R-2577 CONVEX GRATE & CASTING NEENAH R-3250-1 GRATE & CASTING NEENAH R-3290-A FOR CROSS GUTTERS NEENAH R-3501-TR & TL FOR SURMOUNTABLE CURB NEENAH R-4342 WITH CONCRETE MNDOT FRAME PLATE #4143E PUBLISHED CITY PL. NO. ST-11 3-23 REVISED 1-21 MIN 4' CONSTRUCT SUMP MANHOLE, INTERNAL SKIMMER AND ENERGY DISSIPATER PER MANUFACTURERS SPECIFICATIONS BASED UPON SITE SPECIFIC DESIGN CONSIDERATIONS. MANHOLE STEPS NEENAH R-1981-J PLASTIC COATED OR APPROVED EQUAL, 16" ON CENTER BOTH BASE SLAB AND TOP SLAB VARIES IN THICKNESS, (6"MINIMUM-12"MAXIMUM) DEPENDING UPON STRUCTURE DIAMETER AND DEPTH. FOLLOW MANUFACTURES SPECIFICATIONS. STANDARD DETAILS CITY OF PLYMOUTH PUBLISHED CITY PL. NO. ST-14 3-23 REVISED 3-15 PROFILE PLAN NOTES: ·CASING INSTALLATION ONLY IF APPROVED BY THE CITY ENGINEER. ·INSTALL STEEL CASING AROUND CULVERT UNDER THE PROPOSED RETAINING WALL LOCATION. ·CASING INSIDE DIAMETER SHALL BE A MINIMUM OF 1' LARGER THAN THE BELL OF THE CULVERT PIPE. ·THE CASING SHALL EXTEND A MINIMUM OF 2' OUT FROM THE FRONT AND BACK OF THE RETAINING WALL. ·CASING AND INSTALLATION SHALL BE INCIDENTAL TO THE WALL CONSTRUCTION. STEEL CASING RETAINING WALL RETAINING WALL STEEL CASING CULVERT CULVERT RETAINING WALL CULVERT CASING DETAIL STANDARD DETAILS CITY OF PLYMOUTH SILT FENCE DETAIL 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 4. WOOD POSTS MAY BE SPACED UP TO 5 FEET APART. STEEL POSTS MAY BE SPACED UP TO 6 FEET APART 5. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. NOTES: POST (METAL OR WOOD 2"X2") BACK FILL 6"X6" TRENCH 12 " M I N . DIRECTION OF RUNOFF FLOW UNDISTURBED SOIL FILTER FABRIC (36" MAX. HT.) OPENING IN FABRIC WEAVE < .212MM. PUBLISHED CITY PL. NO. ST-18 3-23 REVISED 1-20 STANDARD DETAILS CITY OF PLYMOUTH ROCK EXIT TO CONSTRUCTION SITE HARD SURFACE PUBLIC ROAD 2' MINIMUM 2" TO 6" WASHED ROCK NOTES: ROCK SHOULD BE 2" TO 6" IN SIZE SUCH AS WASHED ROCK OR CRUSHED CONCRETE A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE. 50 ' M I N I M U M AS R E Q U I R E D 4 : 1 4:1 6" MINIMUM PUBLISHED CITY PL. NO. ST-19 3-23 REVISED 1-20 STANDARD DETAILS CITY OF PLYMOUTH WETLAND BUFFER & STREAM BUFFER MONUMENT MONUMENT WETLAND BUFFER & STREAM BUFFER SIGNS POST MATERIALS POST INSTALLATION CONSISTS OF A POST AND A WETLAND BUFFER OR PURCHASED FROM THE CITY OF PLYMOUTH, COMMUNITY DEVELOPMENT DEPT. MOUNTED FLUSH WITH THE TOP OF THE POSTS FASTENED WITH NON-REMOVABLE SCREWS OR RIVETS 4" X 4" SQUARE TREATED WOOD OR OTHER CITY APPROVED MATERIAL SET AT LEAST 42 INCHES IN THE GROUND INSTALLED AT EACH LOT LINE WHERE IT CROSSES A WETLAND BUFFER OR STREAM BUFFER, WITH A MAXIMUM SPACING OF 100 FEET BETWEEN SIGNS (IF NO BUFFER IS REQUIRED, THE MONUMENT SHALL BE AT THE EDGE OF THE WETLAND) PLACE ADDITIONAL POSTS AS NECESSARY SPECIFICATIONS: TO FOLLOW BUFFER CONTOUR LINE INSTALL POST PLUMB TO A HEIGHT OF FOUR FEET ABOVE GRADE. PUBLISHED CITY PL. NO. ST-20 3-23 REVISED 1-21 W E T L A N D B U F F E R STREAM BUFFER SIGN S T R E A M B U F F E R PER CITY CODE 21670.07 STANDARD DETAILS CITY OF PLYMOUTH STANDARD CURB DETAILS 6" 3" 6" 3"RAD. 1/2"RAD 12" 13 . 5 " 1/2"R 7" 6" 13 . 5 " 1/2"RAD. 3" 8" 6" 3" RAD. 7" SLOPE 3/4" PER FT. PER FT.SLOPE 3/4" 4" 6. 5 " 10 . 5 " R= 2 8 " R=12" 3/4" R = 6 8 " SLOPE 1/4" PER FT. 17.5" 10.5" 28" 18" B618 EXPANSION JOINT (BOTH SIDES) 3' RES. 5' COM. 3' RES. 5' COM. SURMOUNTABLE B612 B618 1 3 8" 1 3 7" CURB CUT DETAIL CONTROL JOINTS SHALL CONFORM WITH MNDOT SPEC. 2531.3C. (8' SPACING) CONTROL JOINTS SHALL EXTEND TO THE BACKS OF THE CURBS AND BE 2" DEEP. NOTE: B612 CURB MAY BE USED FOR PRIVATE DRIVES AND PARKING LOTS, BUT NOT PUBLIC STREETS CURING COMPOUND SHALL BE APPLIED IMMEDIATELY AFTER FINISHING AND TO ALL EXPOSED SURFACES INCLUDING THE FRONT AND BACK OF THE CURBS. COVERAGE SHALL BE UNIFORM AND SHALL MATCH THE APPEARANCE OF A WHITE SHEET OF PAPER. 2 # 4 EPOXY COATED REINFORCING RODS EXTENDING FROM BOTH SIDES OF CATCH BASINS NO LESS THEN 10' IN LENGTH INSTALL AT ALL TRENCHES CROSSINGS OF THE CURB, 2 #4 EPOXY COATED REINFORCING RODS 20' IN LENGTH AND SHALL BE PLACED IN THE LOWER PORTION OF THE CURB 24' MAXIMUM RES. 36' MAXIMUM COM. PUBLISHED CITY PL. NO. STRT-1 3-23 REVISED 1-22 3" 3" 3"3" NOTE: B618 CURB TO BE INSTALLED AT ALL INTERSECTION RADIUS, ALONG OUTLOTS, PARKS, PLAY LOTS, MAJOR ARTERIES, CATCH BASINS, AND SUSTAINED STRETCHES WITH NO DRIVEWAYS. GENERALLY SURMOUNTABLE CURB TO BE INSTALLED WHERE RESIDENTIAL DRIVEWAYS ARE PLANNED. 1/2"R STANDARD DETAILS CITY OF PLYMOUTH CONCRETE CROSS GUTTER C.B. (R-3067-V) 10' TRANSITION (TYP.) SURMOUNTABLE CURB (UNLESS OTHERWISE NOTED) SU R M O U N T A B L E O R " B " C U R B 2 0 ' R ( T Y P . ) B61 8 C U R B 10 ' T R A N S I T I O N VARIABLE EXPANSION JOINT (TYP.) 8" 3' MIN. TO B618 C&G (T Y P . ) TO B 6 1 8 C & G 3/4" PER FT. 1-1/2" MIN. EXPANSION JOINT (TYP.) 8" MIN. CLASS 5 AGGREGATE BASE (100% CRUSHED) EXPANSION JOINT (TYP.) 3 #4 EPOXY COATED REINFORCING RODS CONTINUOUS IN CROSS GUTTER FROM EXPANSION JOINT TO EXPANSION JOINT. PUBLISHED CITY PL. NO. STRT-2 3-23 REVISED 1-22 STANDARD DETAILS CITY OF PLYMOUTH INDUSTRIAL / COMMERCIAL DRIVEWAY 3 0 ' R ( T Y P . ) B6 1 8 C U R B EXPANSION JOINT (TYP.) PLAN 3' CROSS GUTTER SEE PL. NO. STRT-2 EXPANSION JOINT (TYP.) 5' CONC. APRON VARIES - SEE PLAN A A SECTION A-A STREET SECTION AS SPECIFIED 1-1/2" 3' TYP.5' MAX. 5% GRADE 8" CONC. PAVEMENT, REINFORCED 6" CLASS 5 AGGREGATE BASE CONSTRUCT CONC. CONTROL JOINTS SUCH THAT NO PANEL IS GREATER THAN 100 SQ. FT. EXPANSION JOINT (TYP.) MINIMUM DRIVEWAY WIDTH - 24 FEET MAXIMUM DRIVEWAY WIDTH - 36 FEET EXPANSION JOINT NOTE: DRIVEWAY SHALL BE CONSTRUCTED AS A MONOLITHIC POUR. CURB SHALL NOT BE RUN THROUGH THE DRIVE BUT STOPPED AT THE BEGIN AND END RADIUSES. EXPANSION JOINT (TYP.) PUBLISHED CITY PL. NO. STRT-12 3-23 REVISED 3-23 #4 EPOXY COATED REINFORCING RODS PLACED 12" ON CENTER IN BOTH DIRECTIONS THROUGH OUT THE SLAB. THEY SHALL BE PLACED TO BE 3" CLEAR OF SLAB EDGES. 3 #4 EPOXY COATED REINFORCING RODS CONTINUOUS IN CROSS GUTTER FROM EXPANSION JOINT TO EXPANSION JOINT. #4 EPOXY COATED REBAR 12" ON CENTER (TYPICAL) SEE PLATES NO. STRT-3 TO 8 FOR PED. CURB RAMPS IF SIDEWALK OR TRAIL IS EXISTING OR TO BE INSTALLED. 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C4.2 SHEET DE T A I L S FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 15 3 STANDARD DETAILS CITY OF PLYMOUTH TRAFFIC SIGN SPECIFICATIONS PUBLISHED CITY PL. NO. STRT-21 3-23 REVISED 1-20 TRAFFIC SIGNS CITY OF PLYMOUTH STANDARD DETAILS PUBLISHED CITY PL. NO. STRT-22 3-23 REVISED 3-11 STANDARD DETAILS CITY OF PLYMOUTH REQUIREMENT FOR FIRE LANE SIGNAGE ON PRIVATE DRIVES, NO PARKING FIRE LANE 5' 0" 1. USE LYLE SIGN, "NO PARKING FIRE LANE, LR7-22 OR APPROVED EQUAL. SIGN MUST BE A MINIMUM OF 12" X 18", ALUMINUM PLATE, .080 MIN. THICKNESS, HIGH INTENSITY SHEETING, INSTALLED AT A HEIGHT 5' ABOVE GROUND, WITH 2. THE SIGN SUPPORTS WILL BE A U POST, PAINTED GREEN. THE MATERIALS AND INSTALLATION REQUIREMENTS ARE PER DETAIL STRT-21 UNDER THE "POSTS" SECTION. 3. THE SUPPORTING POSTS SHALL BE SET BACK A MINIMUM OF 12" BUT NOT MORE THAN 36" FROM THE CURB ON BOTH SIDES OF THE FIRE LANE/PRIVATE DRIVE. 4. ALL SIGNS SHALL FACE THE DIRECTION OF TRAVEL AND BE INSTALLED ACCORDING TO THE LOCATIONS IDENTIFIED BY THE CITY ON THE APPROVED SITE PLAN, AND ONSTIE FOR THE DEVELOPMENT. 5. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT CONNECTIONS EXTENDING 5 FEET ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE OFFICIAL. 6. ANY DEVIATION FROM THE ABOVE REQUIREMENTS SHALL BE SUBMITTED IN WRITING, WITH A REVISED SITE PLAN, FOR PRIOR APPROVAL BY THE FIRE OFFICIAL. 12" 18 " RED LETTERING ON WHITE BACKGROUND (STANDARD). PUBLISHED CITY PL. NO. STRT-27 3-23 REVISED 1-20 EMERGENCY ACCESS DRIVES, AND FIRE LANES STANDARD DETAILS CITY OF PLYMOUTH HYDRANT AND GATE VALVE INSTALLATION NOTES: FIRE HYDRANTS SHALL BE PAINTED YELLOW AT THE FACTORY. TOP OF FIRE HYDRANT DESIGN ELEVATION SHALL BE 2.5' ABOVE FINISHED BOULEVARD GRADE. THRUST BLOCKING REQUIRED BEHIND ALL HYDRANTS. 2. 3. 4. CONCRETE BLOCK CONCRETE BLOCK SEE STANDARD PLATE W-4 FOR APPROVED TYPES OF GATE VALVE BOXES 7.5' MIN. COVER ON WATERMAIN 1 CUBIC YARD CLEAR ROCK WITH 2 LAYERS OF 4 MIL POLY (2/3 OF MATERIAL BELOW HYDRANT) FINISHED BOULEVARD GRADE 2-1/2" HOSE CONNECTION (NATIONAL STANDARD THREAD) CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) NATIONAL STANDARD OPERATING NUT 4-1/2" PUMPER CONNECTION (NATIONAL STANDARD THREAD) SE E N O T E N O . 3 GATE VALVES SEE W-4 MEGALUG MEGALUG PR O P E R T Y L I N E UNDISTURBED SOIL VARIABLE 3'-0"2'-0" CO N C R E T E BL O C K GATE VALVES ARE REQUIRED WITH ALL HYDRANTS.1. 10 " TR A F F I C FL A N G E 5. ALL BOLTS, T-BOLTS, NUTS AND RODDING INSTALLED BELOW GRADE SHALL BE ASTM F593 TYPE 304 STAINLESS STEEL. THIS INCLUDES HYDRANTS AND VALVES. 6. ALL HYDRANT BARRELS SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT. 7. INSTALL HYDRANT ON OPPOSITE SIDE OF STREET FROM A SIDEWALK OR TRAIL. #10 GA. COPPER, CCS, OR STAINLESS STEEL INSULATED TRACE WIRE ATTACHED TO HYDT FLANGE AND MAIN LINE WIRE "HYDRA-FINDER" SHALL BE INSTALLED ON THE TOP OF THE UPPER FLANGE ON THE REAR BOLTS. 3/8" X 5' FIBERGLASS ROD SHALL BE FULLY WRAPPED IN HIGHLY REFLECTIVE, ALTERNATING RED AND WHITE TAPE. METAL HYDRANT LOCATORS SHALL NOT BE USED. THE TRACER WIRE LOOPS SHALL BE CONNECTED TO ALL FIRE HYDRANTS AT A REAR FLANGE BOLT USING A ALUMINUM ANGLE IRON HYDRANT TRACER WIRE BRACKET PART # HTWB-7000 MADE BY “VAIT PRODUCTS” OR APPROVED EQUAL. INSTALL ADAPTOR INC.'S VALVE BOX ADAPTOR #6 BASE OR APPROVED EQUAL 6" AMERICAN FLOW CONTROL 2500 SERIES RESILIENT WEDGE TYPE GATE VALVE OR APPROVED EQUAL. 1" O . D . H D P E W M S V C P I P E 3 ' LO N G PUBLISHED CITY PL. NO. W-2 3-23 REVISED 3-23 HYDRANTS SHALL BE WATEROUS (WB-67-250) WITH TYPE 593-304 STAINLESS STEEL BOLTS STANDARD DETAILS CITY OF PLYMOUTH TYPICAL MEGALUG LOCATION SLEEVES TEES CROSSES BENDS HYDRANT LEADS DENOTES MEGALUGS NOTES: 1.MEGALUGS MANUFACTURED BY EBAA IRON, INC., SIGMA, SIP OR APPROVED EQUAL, SHALL BE USED AT ALL MECHANICAL JOINTS. 2.PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS. 3.THRUST BLOCKING REQUIRED BEHIND ALL TEES, BENDS AND HYDRANTS. 4.ALL BOLTS, T-BOLTS, NUTS AND RODDING INSTALLED BELOW GRADE SHALL BE ASTM F593 TYPE 304 STAINLESS STEEL. 5.ROMAC INDUSTRIES ALPHA WIDE RANGE RESTRAINTS MAY BE USED IN PLACE OF TRADITIONAL RESTRAINED COUPLINGS, END CAPS AND FLANGED COUPLINGS. TIE ALL VERTICAL BENDS W/S.S. RODS. 90° BENDS NEED PRIOR APPROVAL TO BE USED. PUBLISHED CITY PL. NO. W-3 3-23 REVISED 3-23 STANDARD DETAILS CITY OF PLYMOUTH GATE VALVE AND BOX INSTALLATION CONCRETE BLOCK GATE VALVES GATE VALVE BOXES ARE 3 PIECE, 5-1/4" SHAFT FINISHED GRADE NO. 6 ROUND BASE 7. 5 ' M I N I M U M C O V E R VA R I A B L E VA R . MIDDLE SECTION EXTENSIONS TOP SECTION VA R I A B L E 14-3/4 17-1/4 12 - 9 / 1 6 7 8-1/4 9-7/16 7-3/4 7 8-1/8 2-3/8 7 8-1/8 6 1-1/2 5-3/4 5-1/4 6-5/8 7-1/8 7-5/8 8-7/8 2" 6-1/4 WATER 7-3/8 2" 4" 5-3/4 7-1/8 14" MIN. FROM TOP OF BOTTOM SECTION TO TOP OF VALVE BOX NOTE: ALL BOLTS, T-BOLTS, NUTS AND RODDING INSTALLED BELOW GRADE SHALL BE ASTM F593 TYPE 304 STAINLESS STEEL. AMERICAN FLOW CONTROL 2500 SERIES RESILIENT WEDGE TYPE GATE VALVES. VALVE BODY BOLTS SHALL BE ASTM F593 TYPE 304 STAINLESS STEEL. INSTALL ADAPTOR INC.'S VALVE BOX ADAPTOR #6 BASE OR APPROVED EQUAL ADJUST V.B. TOP TO 14" TO 12" BELOW STREET GRADE OR 12" TO 1" BELOW FINISHED BLVD. GRADE AND SHALL BE SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT. GATE VALVE BOXES: TYLER PIPE SERIES 6860 OR SIGMA VB630 SCREW TYPE WITH A #6 BASE AND DROP LIDS WITH "WATER" LABELED ON COVER OR APPROVED EQUAL OF F R O A D M A R K E R G V PUBLISHED CITY PL. NO. W-4 3-23 REVISED 3-23 VALVE BOX COVERS SHALL BE: TYLER 6865, SIGMA VB2600 OR APPROVED EQUAL NO TRACER WIRE NEEDED FOR THE VALVE BOXES UNLESS OTHERWISE DIRECTED VALVE BOXES SHALL BE INSTALLED PLUMB AND SQUARE TO THE VALVE, ALLOWING A 4” PVC PIPE TO SLIDE DOWN THE BOX AND OVER THE OPERATING NUT. 2' STANDARD DETAILS CITY OF PLYMOUTH WATERMAIN WET TAP GATE VALVE UNDISTURBED EARTH COMPACTED GRANULAR BACKFILL OR ROCKCONCRETE BLOCK THRUST BLOCK NOTE: ALL BOLTS, T-BOLTS, NUTS AND RODDING INSTALLED BELOW GRADE SHALL BE ASTM F593 TYPE 304 STAINLESS STEEL. EACH BOLT SHALL BE CLEARLY STAMPED AS A 304 STAINLESS STEEL BOLT. (THIS INCLUDES ALL VALVE AND SLEEVE BODY HARDWARE) UNDISTURBED EARTH UNDISTURBED EARTH CONTINUOUS, BLUE COLOR COATED, #10 COPPER, CCS OR STAINLESS STEEL, INSULATED TRACER WIRE ALL SPLICED OR REPAIRED WIRE CONNECTIONS IN THE TRACER WIRE SYSTEM SHALL BE MADE USING A DIRECT BURY RATED WIRE CONNECTOR (FOR TWO TO FOUR NUMBER TEN WIRES), AND MADE WATERPROOF USING AN APPROVED BURIED SERVICE WIRE CLOSURE. THE BURIED SERVICE WIRE CLOSURE SHALL BE A DRYCONN DIRECT BURY LUG WIRE CONNECTOR OR APPROVED EQUAL. TYPE 304 STAINLESS STEEL TAPPING SLEEVE WITH 304 STAINLESS STEEL BOLTS & NUTS CONCRETE BLOCK PUBLISHED CITY PL. NO. W-5 3-23 REVISED 3-23 PVC OR HDPE PIPE PVC OR HDPE PIPE INSTALL ADAPTOR INC.'S VALVE BOX ADAPTOR #6 BASE OR APPROVED EQUAL SEE STANDARD PLATE W-4 FOR APPROVED TYPES OF GATE VALVE BOXES STANDARD DETAILS CITY OF PLYMOUTH WATERMAIN BEDDING 3/4" TO 1-1/2" ROCK BEDDING SAND BEDDING CLEAR ROCK COMPACTED SAND 12" MIN OVER PIPE 4" MIN BEDDING 4" MIN IN GOOD MATERIAL. OVER PIPE 12" MIN IF MATERIAL IS UNSTABLE USE AS MUCH ROCK AS NECESSARY TO STABILIZE. SAND SHALL CONFORM WITH MN/DOT SPEC. 3149.2B2 NOTE: BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE PIPE UNLESS MODIFIED IN THE CONTRACT DOCUMENTS. 12 " M I N , TY P I C A L 12 " M I N , TY P I C A L PUBLISHED CITY PL. NO. W-6 3-23 REVISED 1-21 NOTE:WATERMAIN PIPE SHALL BE C900 UNLESS OTHERWISE NOTED. ALL WATERMAIN PIPES ALL WATERMAIN PIPES 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C4.3 SHEET DE T A I L S FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 15 4 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C5.1 SHEET SW P P P FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N 4.1 TERMINATION OF COVERAGE. [MINN. R. 7090] 4.2 PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. [MINN. R. 7090] 4.3 PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. [MINN. R. 7090] 4.4 PERMITTEES MAY TERMINATE PERMIT COVERAGE PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF THEY MEET ALL OF THE FOLLOWING CONDITIONS: A. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS; AND B. AT LEAST 90 PERCENT (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN COMPLETED AND PERMANENT COVER HAS BEEN ESTABLISHED ON THOSE AREAS; AND C. ON AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND D. THE SITE COMPLIES WITH ITEM 13.3 THROUGH 13.7. AFTER PERMIT COVERAGE IS TERMINATED UNDER THIS ITEM, ANY SUBSEQUENT DEVELOPMENT ON THE REMAINING PORTIONS OF THE SITE WILL REQUIRE PERMIT COVERAGE IF THE SUBSEQUENT DEVELOPMENT ITSELF OR AS PART OF THE REMAINING COMMON PLAN OF DEVELOPMENT OR SALE WILL RESULT IN LAND DISTURBING ACTIVITIES OF ONE (1) OR MORE ACRES IN SIZE. [MINN. R. 7090] 4.5 PERMITTEES MAY TERMINATE COVERAGE UPON MPCA APPROVAL AFTER SUBMITTING INFORMATION DOCUMENTING THE OWNER CANCELED THE PROJECT. [MINN. R. 7090] 6.1 SWPPP AMENDMENTS. [MINN. R. 7090] 6.2 ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. [MINN. R. 7090] 6.3 PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. [MINN. R. 7090] 6.4 PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. [MINN. R. 7050.0210] 7.1 BMP SELECTION AND INSTALLATION. [MINN. R. 7090] 7.2 PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. [MINN. R. 7090] 8.1 EROSION PREVENTION PRACTICES. [MINN. R. 7090] 8.2 BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. [MINN. R. 7090] 8.3 PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). [MINN. R. 7090] 8.4 PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. [MINN. R. 7090] 8.5 FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. [MINN. R. 7090] 8.6 PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. [MINN. R. 7090] 8.7 TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING 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 AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES. [MINN. R. 7090] 8.8 PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. [MINN. R. 7090] 8.9 PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. [MINN. R. 7090] 8.10 PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. [MINN. R. 7090] 9.1 SEDIMENT CONTROL PRACTICES. [MINN. R. 7090] 9.2 PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. [MINN. R. 7090] 9.3 IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. [MINN. R. 7090] 9.4 TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. [MINN. R. 7090] 9.5 A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. [MINN. R. 7090] 9.6 PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. [MINN. R. 7090] 9.7 PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. [MINN. R. 7090] 9.8 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 JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. [MINN. R. 7090] 9.9 PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. [MINN. R. 7090] 9.10 PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. [MINN. R. 7090] 9.11 PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. [MINN. R. 7090] 9.12 PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. [MINN. R. 7090] 9.13 PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. [MINN. R. 7090] 9.14 IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. [MINN. R. 7090] 9.15 PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. [MINN. R. 7090] 9.16 PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. [MINN. R. 7090] 9.17 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 LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. [MINN. R. 7090] 9.18 PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. [MINN. R. 7090] 10.1 DEWATERING AND BASIN DRAINING. [MINN. R. 7090] 10.2 PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. [MINN. R. 7050.0210] 10.3 IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. [MINN. R. 7090] 10.4 PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. [MINN. R. 7090] 10.5 IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. [MINN. R. 7090] 11.1 INSPECTIONS AND MAINTENANCE. [MINN. R. 7090] 11.2 PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. [MINN. R. 7090] 11.3 PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. [MINN. R. 7090] 11.4 PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. [MINN. R. 7090] 11.5 DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. [MINN. R. 7090] 11.6 PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. [MINN. R. 7090] 11.7 PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. [MINN. R. 7090] 11.8 PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. [MINN. R. 7090] 11.9 PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. [MINN. R. 7090] 11.10 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 IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR B. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR C. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. [MINN. R. 7090] 11.11 PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: A. DATE AND TIME OF INSPECTIONS; AND B. NAME OF PERSONS CONDUCTING INSPECTIONS; AND C. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND E. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND F. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND G. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. [MINN. R. 7090] 12.1 POLLUTION PREVENTION MANAGEMENT MEASURES. [MINN. R. 7090] 12.2 PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. [MINN. R. 7090] 12.3 PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. [MINN. R. 7090] 12.4 PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. [MINN. R. 7090] 12.5 PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. [MINN. R. 7035] 12.6 PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. [MINN. R. 7041] 12.7 PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT 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. [MINN. STAT. 115.061] 12.8 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 OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. [MINN. R. 7090] 12.9 PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT 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. [MINN. R. 7035, MINN. R. 7090] 13.1 PERMIT TERMINATION CONDITIONS. [MINN. R. 7090] 13.2 PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. [MINN. R. 7090] 13.3 PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. [MINN. R. 7090] 13.4 PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. [MINN. R. 7090] 13.5 PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. [MINN. R. 7090] 13.6 FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. [MINN. R. 7090] 13.7 FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. [MINN. R. 7090] 14.1 TEMPORARY SEDIMENT BASINS. [MINN. R. 7090] 14.2 WHERE TEN (10) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN TO PROVIDE TREATMENT OF THE RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERS SURFACE WATERS. PERMITTEES MAY CONVERT A TEMPORARY SEDIMENT BASIN TO A PERMANENT BASIN AFTER CONSTRUCTION IS COMPLETE. THE TEMPORARY BASIN IS NO LONGER REQUIRED WHEN PERMANENT COVER HAS REDUCED THE ACREAGE OF DISTURBED SOIL TO LESS THAN TEN (10) ACRES DRAINING TO A COMMON LOCATION. [MINN. R. 7090] 14.3 THE TEMPORARY BASIN MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME OF RUNOFF FROM A TWO (2)-YEAR, 24-HOUR STORM FROM EACH ACRE DRAINED TO THE BASIN OR 1,800 CUBIC FEET OF LIVE STORAGE PER ACRE DRAINED, WHICHEVER IS GREATER. [MINN. R. 7090] 14.4 WHERE PERMITTEES HAVE NOT CALCULATED THE TWO (2)-YEAR, 24-HOUR STORM RUNOFF AMOUNT, THE TEMPORARY BASIN MUST PROVIDE 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE OF THE BASINS' DRAINAGE AREA. [MINN. R. 7090] 14.5 PERMITTEES MUST DESIGN BASIN OUTLETS TO PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. [MINN. R. 7090] 14.6 PERMITTEES MUST DESIGN THE OUTLET STRUCTURE TO WITHDRAW WATER FROM THE SURFACE TO MINIMIZE THE DISCHARGE OF POLLUTANTS. PERMITTEES MAY TEMPORARILY SUSPEND THE USE OF A SURFACE WITHDRAWAL MECHANISM DURING FROZEN CONDITIONS. THE BASIN MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW TO PREVENT FAILURE OF POND INTEGRITY. [MINN. R. 7090] 14.7 PERMITTEES MUST PROVIDE ENERGY DISSIPATION FOR THE BASIN OUTLET WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. [MINN. R. 7090] 14.8 PERMITTEES MUST LOCATE TEMPORARY BASINS OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONE REQUIRED IN ITEM 23.11. [MINN. R. 7090] 14.9 PERMITTEES MUST CONSTRUCT THE TEMPORARY BASINS PRIOR TO DISTURBING 10 OR MORE ACRES OF SOIL DRAINING TO A COMMON LOCATION. [MINN. R. 7090] 14.10 WHERE A TEMPORARY SEDIMENT BASIN MEETING THE REQUIREMENTS OF ITEM 14.3 THROUGH 14.9 IS INFEASIBLE, PERMITTEES MUST INSTALL EFFECTIVE SEDIMENT CONTROLS SUCH AS SMALLER SEDIMENT BASINS AND/OR SEDIMENT TRAPS, SILT FENCES, VEGETATIVE BUFFER STRIPS OR ANY APPROPRIATE COMBINATION OF MEASURES AS DICTATED BY INDIVIDUAL SITE CONDITIONS. IN DETERMINING WHETHER INSTALLING A SEDIMENT BASIN IS INFEASIBLE, PERMITTEES MUST CONSIDER PUBLIC SAFETY AND MAY CONSIDER FACTORS SUCH AS SITE SOILS, SLOPE, AND AVAILABLE AREA ON-SITE. PERMITTEES MUST DOCUMENT THIS DETERMINATION OF INFEASIBILITY IN THE SWPPP. [MINN. R. 7090] 15.1 PERMANENT STORMWATER TREATMENT SYSTEM. [MINN. R. 7090] 15.2 PERMITTEES MUST DESIGN THE PROJECT SO ALL STORMWATER DISCHARGED FROM THE PROJECT DURING AND AFTER CONSTRUCTION ACTIVITIES DOES NOT CAUSE A VIOLATION OF STATE WATER QUALITY STANDARDS, INCLUDING NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR A SIGNIFICANT ADVERSE IMPACT TO WETLANDS CAUSED BY INUNDATION OR DECREASE OF FLOW. [MINN. R. 7090] 15.3 PERMITTEES MUST DESIGN AND CONSTRUCT A PERMANENT STORMWATER TREATMENT SYSTEM TO TREAT THE WATER QUALITY VOLUME IF THE PROJECT'S ULTIMATE DEVELOPMENT REPLACES VEGETATION AND/OR OTHER PERVIOUS SURFACES CREATING A NET INCREASE OF ONE (1) OR MORE ACRES OF CUMULATIVE IMPERVIOUS SURFACE. [MINN. R. 7090] 15.4 PERMITTEES MUST CALCULATE THE WATER QUALITY VOLUME AS ONE (1) INCH TIMES THE NET INCREASE OF IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 15.5 PERMITTEES MUST FIRST CONSIDER VOLUME REDUCTION PRACTICES ON-SITE (E.G., INFILTRATION OR OTHER) WHEN DESIGNING THE PERMANENT STORMWATER TREATMENT SYSTEM. IF THIS PERMIT PROHIBITS INFILTRATION AS DESCRIBED IN ITEM 16.14 THROUGH ITEM 16.21, PERMITTEES MAY CONSIDER A WET SEDIMENTATION BASIN, FILTRATION BASIN OR REGIONAL POND. THIS PERMIT DOES NOT CONSIDER WET SEDIMENTATION BASINS AND FILTRATION SYSTEMS TO BE VOLUME REDUCTION PRACTICES. [MINN. R. 7090] 15.6 FOR PROJECTS WHERE THE FULL VOLUME REDUCTION REQUIREMENT CANNOT BE MET ON-SITE, (E.G., THE SITE HAS INFILTRATION PROHIBITIONS), PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. [MINN. R. 7090] 15.7 PERMITTEES MUST DISCHARGE THE WATER QUALITY VOLUME TO A PERMANENT STORMWATER TREATMENT SYSTEM PRIOR TO DISCHARGE TO A SURFACE WATER. FOR PURPOSES OF THIS ITEM, SURFACE WATERS DO NOT INCLUDE MAN-MADE DRAINAGE SYSTEMS THAT CONVEY STORMWATER TO A PERMANENT STORMWATER TREATMENT SYSTEM. [MINN. R. 7090] 15.8 WHERE THE PROXIMITY TO BEDROCK PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER TREATMENT PRACTICES REQUIRED BY SECTIONS 15 THROUGH 19, PERMITTEES MUST INSTALL OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS, PRIOR TO THE DISCHARGE OF STORMWATER TO SURFACE WATERS. [MINN. R. 7090] 15.9 FOR LINEAR PROJECTS WHERE PERMITTEES CANNOT TREAT THE ENTIRE WATER QUALITY VOLUME WITHIN THE EXISTING RIGHTOF-WAY, PERMITTEES MUST MAKE A REASONABLE ATTEMPT TO OBTAIN ADDITIONAL RIGHT-OF-WAY, EASEMENT OR OTHER PERMISSION FOR STORMWATER TREATMENT DURING THE PROJECT PLANNING PROCESS. DOCUMENTATION OF THESE ATTEMPTS MUST BE IN THE SWPPP. PERMITTEES MUST STILL CONSIDER VOLUME REDUCTION PRACTICES FIRST AS DESCRIBED IN ITEM 15.5. IF PERMITTEES CANNOT OBTAIN ADDITIONAL RIGHT-OF-WAY, EASEMENT OR OTHER PERMISSION, THEY MUST MAXIMIZE THE TREATMENT OF THE WATER QUALITY VOLUME PRIOR TO DISCHARGE TO SURFACE WATERS. [MINN. R. 7090] 16.1 INFILTRATION SYSTEMS. [MINN. R. 7090] 16.2 INFILTRATION OPTIONS INCLUDE, BUT ARE NOT LIMITED TO: INFILTRATION BASINS, INFILTRATION TRENCHES, RAINWATER GARDENS, BIORETENTION AREAS WITHOUT UNDERDRAINS, SWALES WITH IMPERMEABLE CHECK DAMS, AND NATURAL DEPRESSIONS. IF PERMITTEES UTILIZE AN INFILTRATION SYSTEM TO MEET THE REQUIREMENTS OF THIS PERMIT, THEY MUST INCORPORATE THE DESIGN PARAMETERS IN ITEM 16.3 THROUGH ITEM 16.21. PERMITTEES MUST FOLLOW THE INFILTRATION PROHIBITION IN ITEM 16.14 ANYTIME AN INFILTRATION SYSTEM IS DESIGNED, INCLUDING THOSE NOT REQUIRED BY THIS PERMIT. [MINN. R. 7090] 16.3 PERMITTEES MUST DESIGN INFILTRATION SYSTEMS SUCH THAT PRE-EXISTING HYDROLOGIC CONDITIONS OF WETLANDS IN THE VICINITY ARE NOT IMPACTED (E.G., INUNDATION OR BREACHING A PERCHED WATER TABLE SUPPORTING A WETLAND). [MINN. R. 7090] 16.4 PERMITTEES MUST NOT EXCAVATE INFILTRATION SYSTEMS TO FINAL GRADE, OR WITHIN THREE (3) FEET OF FINAL GRADE, UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. [MINN. R. 7090] 16.5 WHEN EXCAVATING AN INFILTRATION SYSTEM TO WITHIN THREE (3) FEET OF FINAL GRADE, PERMITTEES MUST STAKE OFF AND MARK THE AREA SO HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT DO NOT COMPACT THE SOIL IN THE INFILTRATION AREA. [MINN. R. 7090] 16.6 PERMITTEES MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, FOREBAY, OR WATER QUALITY INLET (E.G., GRIT CHAMBER) TO REMOVE SOLIDS, FLOATING MATERIALS, AND OIL AND GREASE FROM THE RUNOFF, TO THE MAXIMUM EXTENT PRACTICABLE, BEFORE THE SYSTEM ROUTES STORMWATER TO THE INFILTRATION SYSTEM. [MINN. R. 7090] 16.7 PERMITTEES MUST DESIGN INFILTRATION SYSTEMS TO PROVIDE A WATER QUALITY VOLUME (CALCULATED AS AN INSTANTANEOUS VOLUME) OF ONE (1) INCH OF RUNOFF, OR ONE (1) INCH MINUS THE VOLUME OF STORMWATER TREATED BY ANOTHER SYSTEM ON THE SITE, FROM THE NET INCREASE OF IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 16.8 PERMITTEES MUST DESIGN THE INFILTRATION SYSTEM TO DISCHARGE ALL STORMWATER (INCLUDING STORMWATER IN EXCESS OF THE WATER QUALITY VOLUME) ROUTED TO THE SYSTEM THROUGH THE UPPERMOST SOIL SURFACE OR ENGINEERED MEDIA SURFACE WITHIN 48 HOURS. PERMITTEES MUST ROUTE ADDITIONAL FLOWS THAT CANNOT INFILTRATE WITHIN 48 HOURS TO BYPASS THE SYSTEM THROUGH A STABILIZED DISCHARGE POINT. [MINN. R. 7090] 16.9 PERMITTEES MUST PROVIDE A MEANS TO VISUALLY VERIFY THE INFILTRATION SYSTEM IS DISCHARGING THROUGH THE SOIL SURFACE OR FILTER MEDIA SURFACE WITHIN 48 HOURS OR LESS. [MINN. R. 7090] 16.10 PERMITTEES MUST PROVIDE AT LEAST ONE SOIL BORING, TEST PIT OR INFILTROMETER TEST IN THE LOCATION OF THE INFILTRATION PRACTICE FOR DETERMINING INFILTRATION RATES. [MINN. R. 7090] 16.11 FOR DESIGN PURPOSES, PERMITTEES MUST DIVIDE FIELD MEASURED INFILTRATION RATES BY 2 AS A SAFETY FACTOR OR PERMITTEES CAN USE SOIL-BORING RESULTS WITH THE INFILTRATION RATE CHART IN THE MINNESOTA STORMWATER MANUAL TO DETERMINE DESIGN INFILTRATION RATES. WHEN SOIL BORINGS INDICATE TYPE A SOILS, PERMITTEES SHOULD PERFORM FIELD MEASUREMENTS TO VERIFY THE RATE IS NOT ABOVE 8.3 INCHES PER HOUR. THIS PERMIT PROHIBITS INFILTRATION IF THE FIELD MEASURED INFILTRATION RATE IS ABOVE 8.3 INCHES PER HOUR. [MINN. R. 7090] 16.12 PERMITTEES MUST EMPLOY APPROPRIATE ON-SITE TESTING ENSURE A MINIMUM OF THREE (3) FEET OF SEPARATION FROM THE SEASONALLY SATURATED SOILS (OR FROM BEDROCK) AND THE BOTTOM OF THE PROPOSED INFILTRATION SYSTEM. [MINN. R. 7090] 16.13 PERMITTEES MUST DESIGN A MAINTENANCE ACCESS, TYPICALLY EIGHT (8) FEET WIDE, FOR THE INFILTRATION SYSTEM. [MINN. R. 7090] 16.14 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS THAT RECEIVE RUNOFF FROM VEHICLE FUELING AND MAINTENANCE AREAS INCLUDING CONSTRUCTION OF INFILTRATION SYSTEMS NOT REQUIRED BY THIS PERMIT. [MINN. R. 7090] 16.15 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS WHERE INFILTRATING STORMWATER MAY MOBILIZE HIGH LEVELS OF CONTAMINANTS IN SOIL OR GROUNDWATER. PERMITTEES MUST EITHER COMPLETE THE MPCA'S CONTAMINATION SCREENING CHECKLIST OR CONDUCT THEIR OWN ASSESSMENT TO DETERMINE THE SUITABILITY FOR INFILTRATION. PERMITTEES MUST RETAIN THE CHECKLIST OR ASSESSMENT WITH THE SWPPP. FOR MORE INFORMATION AND TO ACCESS THE MPCA'S "CONTAMINATION SCREENING CHECKLIST" SEE THE MINNESOTA STORMWATER MANUAL. [MINN. R. 7090] 16.16 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS WHERE SOIL INFILTRATION RATES ARE FIELD MEASURED AT MORE THAN 8.3 INCHES PER HOUR UNLESS THEY AMEND SOILS TO SLOW THE INFILTRATION RATE BELOW 8.3 INCHES PER HOUR. [MINN. R. 7090] 16.17 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS WITH LESS THAN THREE (3) FEET OF SEPARATION DISTANCE FROM THE BOTTOM OF THE INFILTRATION SYSTEM TO THE ELEVATION OF THE SEASONALLY SATURATED SOILS OR THE TOP OF BEDROCK. [MINN. R. 7090] 16.18 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS OF PREDOMINATELY HYDROLOGIC SOIL GROUP TYPE D SOILS (CLAY). [MINN. R. 7090] 16.19 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS WITHIN A DRINKING WATER SUPPLY MANAGEMENT AREA (DWSMA) AS DEFINED IN MINN. R. 4720.5100, SUBP. 13, IF THE SYSTEM WILL BE LOCATED: A. IN AN EMERGENCY RESPONSE AREA (ERA) WITHIN A DWSMA CLASSIFIED AS HAVING HIGH OR VERY HIGH VULNERABILITY AS DEFINED BY THE MINNESOTA DEPARTMENT OF HEALTH; OR B. IN AN ERA WITHIN A DWSMA CLASSIFIED AS MODERATE VULNERABILITY UNLESS A REGULATED MS4 PERMITTEE PERFORMED OR APPROVED A HIGHER LEVEL OF ENGINEERING REVIEW SUFFICIENT TO PROVIDE A FUNCTIONING TREATMENT SYSTEM AND TO PREVENT ADVERSE IMPACTS TO GROUNDWATER; OR C. OUTSIDE OF AN ERA WITHIN A DWSMA CLASSIFIED AS HAVING HIGH OR VERY HIGH VULNERABILITY, UNLESS A REGULATED MS4 PERMITTEE PERFORMED OR APPROVED A HIGHER LEVEL OF ENGINEERING REVIEW SUFFICIENT TO PROVIDE A FUNCTIONING TREATMENT SYSTEM AND TO PREVENT ADVERSE IMPACTS TO GROUNDWATER. SEE "HIGHER LEVEL OF ENGINEERING REVIEW" IN THE MINNESOTA STORMWATER MANUAL FOR MORE INFORMATION. [MINN. R. 7090] 16.20 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS WITHIN 1,000 FEET UPGRADIENT OR 100 FEET DOWNGRADIENT OF ACTIVE KARST FEATURES. [MINN. R. 7090] 16.21 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS THAT RECEIVE RUNOFF FROM THE FOLLOWING INDUSTRIAL FACILITIES NOT AUTHORIZED TO INFILTRATE STORMWATER UNDER THE NPDES STORMWATER PERMIT FOR INDUSTRIAL ACTIVITIES: AUTOMOBILE SALVAGE YARDS; SCRAP RECYCLING AND WASTE RECYCLING FACILITIES; HAZARDOUS WASTE TREATMENT, STORAGE, OR DISPOSAL FACILITIES; OR AIR TRANSPORTATION FACILITIES THAT CONDUCT DEICING ACTIVITIES. [MINN. R. 7090] 17.1 FILTRATION SYSTEMS. [MINN. R. 7090] 17.2 FILTRATION OPTIONS INCLUDE, BUT ARE NOT LIMITED TO: SAND FILTERS WITH UNDERDRAINS, BIOFILTRATION AREAS, SWALES USING UNDERDRAINS WITH IMPERMEABLE CHECK DAMS AND UNDERGROUND SAND FILTERS. IF PERMITTEES UTILIZE A FILTRATION SYSTEM TO MEET THE PERMANENT STORMWATER TREATMENT REQUIREMENTS OF THIS PERMIT, THEY MUST COMPLY WITH ITEMS 17.3 THROUGH 17.11. [MINN. R. 7090] 17.3 PERMITTEES MUST NOT INSTALL FILTER MEDIA UNTIL THEY CONSTRUCT AND FULLY STABILIZE THE CONTRIBUTING DRAINAGE AREA UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE FILTRATION AREA. [MINN. R. 7090] 17.4 PERMITTEES MUST DESIGN FILTRATION SYSTEMS TO REMOVE AT LEAST 80 PERCENT OF TSS. [MINN. R. 7090] 17.5 PERMITTEES MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, SMALL SEDIMENTATION BASIN, WATER QUALITY INLET, FOREBAY OR HYDRODYNAMIC SEPARATOR TO REMOVE SETTLEABLE SOLIDS, FLOATING MATERIALS, AND OILS AND GREASE FROM THE RUNOFF, TO THE MAXIMUM EXTENT PRACTICABLE, BEFORE RUNOFF ENTERS THE FILTRATION SYSTEM. [MINN. R. 7090] 17.6 PERMITTEES MUST DESIGN FILTRATION SYSTEMS TO TREAT A WATER QUALITY VOLUME (CALCULATED AS AN INSTANTANEOUS VOLUME) OF ONE (1) INCH OF RUNOFF, OR ONE (1) INCH MINUS THE VOLUME OF STORMWATER TREATED BY ANOTHER SYSTEM ON THE SITE, FROM THE NET INCREASE OF IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 17.7 PERMITTEES MUST DESIGN THE FILTRATION SYSTEM TO DISCHARGE ALL STORMWATER (INCLUDING STORMWATER IN EXCESS OF THE WATER QUALITY VOLUME) ROUTED TO THE SYSTEM THROUGH THE UPPERMOST SOIL SURFACE OR ENGINEERED MEDIA SURFACE WITHIN 48 HOURS. ADDITIONAL FLOWS THAT THE SYSTEM CANNOT FILTER WITHIN 48 HOURS MUST BYPASS THE SYSTEM OR DISCHARGE THROUGH AN EMERGENCY OVERFLOW. [MINN. R. 7090] 17.8 PERMITTEES MUST DESIGN THE FILTRATION SYSTEM TO PROVIDE A MEANS TO VISUALLY VERIFY THE SYSTEM IS DISCHARGING THROUGH THE SOIL SURFACE OR FILTER MEDIA WITHIN 48 HOURS. [MINN. R. 7090] 17.9 PERMITTEES MUST EMPLOY APPROPRIATE ON-SITE TESTING TO ENSURE A MINIMUM OF THREE (3) FEET OF SEPARATION BETWEEN THE SEASONALLY SATURATED SOILS (OR FROM BEDROCK) AND THE BOTTOM OF THE PROPOSED FILTRATION SYSTEM. [MINN. R. 7090] 17.10 PERMITTEES MUST ENSURE THAT FILTRATION SYSTEMS WITH LESS THAN THREE (3) FEET OF SEPARATION BETWEEN SEASONALLY SATURATED SOILS OR FROM BEDROCK ARE CONSTRUCTED WITH AN IMPERMEABLE LINER. [MINN. R. 7090] 17.11 THE PERMITTEES MUST DESIGN A MAINTENANCE ACCESS, TYPICALLY EIGHT (8) FEET WIDE, FOR THE FILTRATION SYSTEM. [MINN. R. 7090] 18.1 WET SEDIMENTATION BASIN. [MINN. R. 7090] 18.2 PERMITTEES USING A WET SEDIMENTATION BASIN TO MEET THE PERMANENT STORMWATER TREATMENT REQUIREMENTS OF THIS PERMIT MUST INCORPORATE THE DESIGN PARAMETERS IN ITEM 18.3 THROUGH 18.10. [MINN. R. 7090] 18.3 PERMITTEES MUST DESIGN THE BASIN TO HAVE A PERMANENT VOLUME OF 1,800 CUBIC FEET OF STORAGE BELOW THE OUTLET PIPE FOR EACH ACRE THAT DRAINS TO THE BASIN. THE BASIN'S PERMANENT VOLUME MUST REACH A MINIMUM DEPTH OF AT LEAST THREE (3) FEET AND MUST HAVE NO DEPTH GREATER THAN 10 FEET. PERMITTEES MUST CONFIGURE THE BASIN TO MINIMIZE SCOUR OR RESUSPENSION OF SOLIDS. [MINN. R. 7090] 18.4 PERMITTEES MUST DESIGN THE BASIN TO PROVIDE LIVE STORAGE FOR A WATER QUALITY VOLUME (CALCULATED AS AN INSTANTANEOUS VOLUME) OF ONE (1) INCH OF RUNOFF, OR ONE (1) INCH MINUS THE VOLUME OF STORMWATER TREATED BY ANOTHER SYSTEM ON THE SITE, FROM THE NET INCREASE IN IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 18.5 PERMITTEES MUST DESIGN BASIN OUTLETS SO THE WATER QUALITY VOLUME DISCHARGES AT NO MORE THAN 5.66 CUBIC FEET PER SECOND (CFS) PER ACRE OF SURFACE AREA OF THE BASIN. [MINN. R. 7090] 18.6 PERMITTEES MUST DESIGN BASIN OUTLETS TO PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. BASIN OUTLETS MUST HAVE ENERGY DISSIPATION. [MINN. R. 7090] 18.7 PERMITTEES MUST DESIGN THE BASIN TO INCLUDE A STABILIZED EMERGENCY OVERFLOW TO ACCOMMODATE STORM EVENTS IN EXCESS OF THE BASIN'S HYDRAULIC DESIGN. [MINN. R. 7090] 18.8 PERMITTEES MUST DESIGN A MAINTENANCE ACCESS, TYPICALLY EIGHT (8) FEET WIDE, FOR THE BASIN. [MINN. R. 7090] 18.9 PERMITTEES MUST LOCATE BASINS OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONE REQUIRED IN ITEM 23.11. PERMITTEES MUST DESIGN BASINS TO AVOID DRAINING WATER FROM WETLANDS UNLESS THE IMPACT TO THE WETLAND COMPLIES WITH THE REQUIREMENTS OF SECTION 22. [MINN. R. 7090] 18.10 PERMITTEES MUST DESIGN BASINS USING AN IMPERMEABLE LINER IF LOCATED WITHIN ACTIVE KARST TERRAIN. [MINN. R. 7090] 19.1 REGIONAL WET SEDIMENTATION BASINS. [MINN. R. 7090] 19.2 WHEN THE ENTIRE WATER QUALITY VOLUME CANNOT BE RETAINED ONSITE, PERMITTEES CAN USE OR CREATE REGIONAL WET SEDIMENTATION BASINS PROVIDED THEY ARE CONSTRUCTED BASINS, NOT A NATURAL WETLAND OR WATER BODY, (WETLANDS USED AS REGIONAL BASINS MUST BE MITIGATED FOR, SEE SECTION 22). THE OWNER MUST ENSURE THE REGIONAL BASIN CONFORMS TO ALL REQUIREMENTS FOR A WET SEDIMENTATION BASIN AS DESCRIBED IN ITEMS 18.3 THROUGH 18.10 AND MUST BE LARGE ENOUGH TO ACCOUNT FOR THE ENTIRE AREA THAT DRAINS TO THE REGIONAL BASIN. PERMITTEES MUST VERIFY THAT THE REGIONAL BASIN WILL DISCHARGE AT NO MORE THAN 5.66 CFS PER ACRE OF SURFACE AREA OF THE BASIN AND MUST PROVIDE A LIVE STORAGE VOLUME OF ONE INCH TIMES ALL THE IMPERVIOUS AREA DRAINING TO THE BASIN. PERMITTEES CANNOT SIGNIFICANTLY DEGRADE WATERWAYS BETWEEN THE PROJECT AND THE REGIONAL BASIN. THE OWNER MUST OBTAIN WRITTEN AUTHORIZATION FROM THE APPLICABLE LGU OR PRIVATE ENTITY THAT OWNS AND MAINTAINS THE REGIONAL BASIN. [MINN. R. 7090] 20.1 SWPPP AVAILABILITY. [MINN. R. 7090] 20.2 PERMITTEES MUST KEEP THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS AT THE SITE DURING NORMAL WORKING HOURS BY PERMITTEES WHO HAVE OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. [MINN. R. 7090] 21.1 TRAINING REQUIREMENTS. [MINN. R. 7090] 21.2 PERMITTEES MUST ENSURE ALL OF THE FOLLOWING INDIVIDUALS RECEIVE TRAINING AND THE CONTENT AND EXTENT OF THE TRAINING IS COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT: A. INDIVIDUALS PREPARING THE SWPPP FOR THE PROJECT. B. INDIVIDUALS OVERSEEING IMPLEMENTATION OF, REVISING AND/OR AMENDING THE SWPPP AND INDIVIDUALS PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C. INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. [MINN. R. 7090] 21.3 PERMITTEES MUST ENSURE INDIVIDUALS IDENTIFIED IN SECTION 21 RECEIVE TRAINING FROM LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER TREATMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. PERMITTEES MUST ENSURE THESE INDIVIDUALS ATTEND A REFRESHER-TRAINING COURSE EVERY THREE (3) YEARS. [MINN. R. 7090] 24.1 GENERAL PROVISIONS. [MINN. R. 7090] 24.2 IF THE MPCA DETERMINES THAT AN INDIVIDUAL PERMIT WOULD MORE APPROPRIATELY REGULATE THE CONSTRUCTION ACTIVITY, THE MPCA MAY REQUIRE AN INDIVIDUAL PERMIT TO CONTINUE THE CONSTRUCTION ACTIVITY. COVERAGE UNDER THIS GENERAL PERMIT WILL REMAIN IN EFFECT UNTIL THE MPCA ISSUES AN INDIVIDUAL PERMIT. [MINN. R. 7001.0210, SUBP. 6] 24.3 IF THE PERMITTEE CANNOT MEET THE TERMS AND CONDITIONS OF THIS GENERAL PERMIT, AN OWNER MAY REQUEST AN INDIVIDUAL PERMIT, IN ACCORDANCE WITH MINN. R. 7001.0210 SUBP. 6. [MINN. R. 7001.0210, SUBP. 6] 24.4 ANY INTERESTED PERSON MAY PETITION THE MPCA TO REQUIRE AN INDIVIDUAL NPDES/SDS PERMIT IN ACCORDANCE WITH 40 CFR 122.28(B)(3). [40 CFR 122.29(B)(3)] 24.5 PERMITTEES MUST MAKE THE SWPPP, INCLUDING ALL INSPECTION REPORTS, MAINTENANCE RECORDS, TRAINING RECORDS AND OTHER INFORMATION REQUIRED BY THIS PERMIT, AVAILABLE TO FEDERAL, STATE, AND LOCAL OFFICIALS WITHIN THREE (3) DAYS UPON REQUEST FOR THE DURATION OF THE PERMIT AND FOR THREE (3) YEARS FOLLOWING THE NOT. [MINN. R. 7090] 24.6 PERMITTEES MAY NOT ASSIGN OR TRANSFER THIS PERMIT EXCEPT WHEN THE TRANSFER OCCURS IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF ITEM 3.7 AND 3.8. [MINN. R. 7090] 24.7 NOTHING IN THIS PERMIT MUST BE CONSTRUED TO RELIEVE THE PERMITTEES FROM CIVIL OR CRIMINAL PENALTIES FOR NONCOMPLIANCE WITH THE TERMS AND CONDITIONS PROVIDED HEREIN. NOTHING IN THIS PERMIT MUST BE CONSTRUED TO PRECLUDE THE INITIATION OF ANY LEGAL ACTION OR RELIEVE THE PERMITTEES FROM ANY RESPONSIBILITIES, LIABILITIES, OR PENALTIES TO WHICH THE PERMITTEES IS/ARE OR MAY BE SUBJECT TO UNDER SECTION 311 OF THE CLEAN WATER ACT AND MINN. STAT. SECT. 115 AND 116, AS AMENDED. PERMITTEES ARE NOT LIABLE FOR PERMIT REQUIREMENTS FOR ACTIVITIES OCCURRING ON THOSE PORTIONS OF A SITE WHERE THE PERMIT HAS BEEN TRANSFERRED TO ANOTHER PARTY AS REQUIRED IN ITEM 3.7 OR THE PERMITTEES HAVE SUBMITTED THE NOT AS REQUIRED IN SECTION 4. [MINN. R. 7090] 24.8 THE PROVISIONS OF THIS PERMIT ARE SEVERABLE. IF ANY PROVISION OF THIS PERMIT OR THE APPLICATION OF ANY PROVISION OF THIS PERMIT TO ANY CIRCUMSTANCES IS HELD INVALID, THE APPLICATION OF SUCH PROVISION TO OTHER CIRCUMSTANCES, AND THE REMAINDER OF THIS PERMIT MUST NOT BE AFFECTED THEREBY. [MINN. R. 7090] 24.9 THE PERMITTEES MUST COMPLY WITH THE PROVISIONS OF MINN. R. 7001.0150, SUBP. 3 AND MINN. R. 7001.1090, SUBP. 1(A), 1(B), 1(C), 1(H), 1(I), 1(J), 1(K), AND 1(L). [MINN. R. 7090] 24.10 THE PERMITTEES MUST ALLOW ACCESS AS PROVIDED IN 40 CFR 122.41(I) AND MINN. STAT. SECT. 115.04. THE PERMITTEES MUST ALLOW REPRESENTATIVES OF THE MPCA OR ANY MEMBER, EMPLOYEE OR AGENT THEREOF, WHEN AUTHORIZED BY IT, UPON PRESENTATION OF CREDENTIALS, TO ENTER UPON ANY PROPERTY, PUBLIC OR PRIVATE, FOR THE PURPOSE OF OBTAINING INFORMATION OR EXAMINATION OF RECORDS OR CONDUCTING SURVEYS OR INVESTIGATIONS. [40 CFR 122.41(I)] 24.11 FOR THE PURPOSES OF MINN. R. 7090 AND OTHER DOCUMENTS THAT REFERENCE SPECIFIC SECTIONS OF THIS PERMIT, "STORMWATER DISCHARGE DESIGN REQUIREMENTS" CORRESPONDS TO SECTIONS 5, 6 AND 14 THROUGH 21; "CONSTRUCTION ACTIVITY REQUIREMENTS" CORRESPONDS TO SECTIONS 7 THROUGH 13; AND "APPENDIX A" CORRESPONDS TO SECTIONS 22 AND 23. [MINN. R. 7090] SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 15 5 SITE 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C5.1 SHEET SW P P P FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 09 . 0 8 . 2 0 2 3 DE S C R I P T I O N DA T E NO . S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 5.DWG Friday, September 8, 2023 12:43:49 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N 1 MILE PERMANENT STORMWATER MANAGEMENT FEATURES WILL RATE CONTROL BASIN. 18035 OLD ROCKFORD RD PLYMOUTH, MN 55446 HENNEPIN COUNTY 18035 OLD ROCKFORD RD SITE IMPERVIOUS AREAS PROJECT TITLE PROJECT LOCATION NARRATIVE - PERMANENT STORMWATER TREATMENT SYSTEMS RECEIVING WATERS WITHIN ONE MILE WATER WATERNAME OF WATER BODY SPECIAL IMPAIREDTYPE OF WATER BODY 1.038 ACRESTOTAL ESTIMATED PERVIOUS 0.160 ACRESTOTAL ESTIMATED IMPERVIOUS 1.198± ACRESTOTAL SITE AREA AFTERBEFORE CONSTRUCTION DEVELOPER 0.698 ACRES TOTAL DISTURBED AREA ~1.2 ACRES ADAM GINKEL PLOWE ENGINEERING, INC. 6776 LAKE DRIVE LINO LAKES MN 55014 (651) 361-8234 adam@plowe.com ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS. PHASE I: 1.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SWPPP MUST BE AVAILABLE ON THE PROJECT SITE AT ALL TIMES. 2.INSTALL STABILIZED CONSTRUCTION ENTRANCE. 3.PROVIDE TEMPORARY PARKING AND STORAGE AREA. 4.INSTALL SILT FENCE AS SHOWN ON PLAN. 4.1.ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 4.2.THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. 4.3.SILT FENCE SHALL REMAIN IN-PLACE UNTIL SITE HAS BEEN STABILIZED. 4.4.CONTRACTOR TO PROVIDE ADDITIONAL SILT FENCE, BIOROLLS, EROSION CONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THAT APPEAR TO BE FAILING. 10.INSTALL INLET PROTECTION FOR ALL EXISTING STORM SEWER STRUCTURES. 11.INSTALL TREE PROTECTION FENCING AS APPLICABLE. 12.PERFORM SITE GRADING ON AN AREA-BY-AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. 12.1.CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AS DESCRIBED IN ITEM 8.4 OF THE PERMIT, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 12.2.CONTRACTOR TO PROVIDE TEMPORARY SEDIMENTATION BASINS AS REQUIRED IN SECTION 14.1 THROUGH 14.10. 13.PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. 14.STABILIZE SOIL STOCKPILES; STABILIZATION SHALL BE INITIATED IMMEDIATELY. 15.FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. 16.CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP/SCRAPE ADJACENT STREETS WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS OR AS DIRECTED BY CITY. PHASE II: 1.PROVIDE TEMPORARY SEED FOR DISTURBED AREAS. 2.\INSTALL RIP-RAP AT FLARED-END SECTIONS. 3.INSTALL TEMPORARY INLET PROTECTION FOR ALL STORM SEWER INLET STRUCTURES IN PAVING AREAS.INSTALL UTILITIES INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER. 4.INSTALL CURB AND GUTTER. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE. 6.1.COORDINATE SMALL UTILITIES INSTALLATIONS (GAS, PHONE, ELECTRIC, CABLE, FIBEROPTIC, ETC.) AFTER PAVEMENT INSTALLATION. 7.INSTALL INLET PROTECTION DEVICES. 8.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND/OR SOD. 9.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY AFTER SITE HAS BEEN STABILIZED. CONSTRUCTION LATITUDE: LONGITUDE: 45.03589 -93.50955 SILT FENCE LINEAR FEET RIP-RAP W. GEO-FABRIC CUBIC YARDS CATCH BASIN INLET PROTECTION EACH POND RIPRAP OVERFLOW EACH SEED & MULCH (GENERAL)ACRE TYPE UNIT 0.500 ACRES REDUND. SED. CONTROL (EG. BIO-ROLLS, SILT FENCE)EACH ROCK CONSTRUCTION ENTRANCE EACH NARRATIVE - TIMING FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES QUANTITIES - ESTIMATED QUANTITIES FOR EROSION AND SEDIMENT CONTROL MEASURES SITE MAP W/ EXISTING AND FINAL GRADES AND DESIGN CALCULATIONS SEE "STORMWATER DRAINAGE REPORT" FOR EXISTING AND PROPOSED AREA MAPS, DENOTING DRAINAGE AREA BOUNDARIES, DIRECTIONS OF FLOW, AND DISCHARGE POINTS WHERE STORMWATER LEAVES THE SITE. BUFFER TO SURFACE WATER IF THE SITE DRAINS TO A SURFACE WATER, IS A 50-FT NATURAL BUFFER ADJACENT TO THE SURFACE WATER PRESERVED? NOTE: NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. YES NO TEMPORARY SEDIMENTATION BASINS IF TEN (10) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, IS A TEMPORARY SEDIMENT BASIN PROVIDED FOR TREATMENT OF THE RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERS SURFACE WATERS? INFILTRATION FEASIBILITY ARE THERE ANY INFILTRATION RESTRICTIONS FOR THE SITE (SEE 16.14 THROUGH 16.21? ADDITIONAL STORMWATER MITIGATION MEASURES ARE THERE ANY STORMWATER MITIGATION MEASURES PER: ·ENVIRONMENTAL REVIEW DOCUMENT? ·ENDANGERED SPECIES REVIEW? ·ARCHAEOLOGICAL REVIEW? ·OTHER LOCAL, STATE OR FEDERAL REVIEW? IF YES TO ANY OF THE ABOVE, DESCRIBE THE MITIGATION MEASURES. FOR PURPOSES OF THIS PERMIT, MITIGATION MEASURES MEANS ACTIONS NECESSARY TO AVOID, MINIMIZE, OR MITIGATE FOR IMPACTS RELATED TO EROSION PREVENTION, SEDIMENT CONTROL, THE PERMANENT STORMWATER TREATMENT SYSTEM, POLLUTION PREVENTION MANAGEMENT MEASURES AND DISCHARGES ASSOCIATED WITH THE PROJECT'S CONSTRUCTION ACTIVITY. [MINN. R. 7090] YES NO A.INDIVIDUAL WHO PREPARED THE SWPPP: DOCUMENTATION OF TRAINED INDIVIDUALS B.INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING AND/OR AMENDING THE SWPPP AND INDIVIDUALS PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. [MINN. R. 7090] C.INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. [MINN. R. 7090] N/A YES NO N/A YES NO N/A LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORMWATER FACILITIES THE PROPOSED STORMWATER MANAGEMENT FEATURE FOR THIS SITE IS A NURP POND - THIS WILL BE OPERATED AND MAINTAINED BY CHISAGO CITY. ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. * MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS 3885 (CATEGORY 2)WOOD FIBER BLANKET 3881FERTILIZER 3882 (TYPE 1 - DISC ANCHORED)MULCH * FOR TURF ESTABLISHMENT ITEM 3876SEED ** 3878SOD MNDOT SPECIFICATION/NOTES MNDOT MIX 25-131 (220 LBS/ACRE) MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY MNDOT MIX 21-112 (100 LBS/ACRE)FALL COVER MNDOT MIX 21-111 (100 LBS/ACRE)SPRING/SUMMER MNDOT MIX 22-111 (30.5 LBS/ACRE)1-2 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE)2-5 YEARS COVER COMMERCIAL TURF RESIDENTIAL TURF MNDOT MIX 21-113 (110 LBS/ACRE)SOIL-BUILDING COVER REVEGETATION SPECIFICATIONS UNNAMED CREEK CREEK NO ELM CREEK CREEK YESNO EROSION CONTROL BLANKET SQUARE YARDS 3884HYDROMULCH GENERAL CONTRACTOR TBD A)THERE IS A WETLAND FROM WHICH A 50-FT NATURAL BUFFER CANNOT BE PRESERVED. REDUNDANT SEDIMENT CONTROL MEASURES ARE PROVIDED IN THIS LOCATION. A)BECAUSE THIS SITE IS WITHIN ONE MILE OF AN IMPAIRED WATER, THIS REQUIREMENT BECOMES FIVE (5) MILES. HOWEVER, IT IS NOT ANTICIPATED THAT, WITH ONLY 1.2 ACRES OF DISTURBED AREA, THAT OVER 5 ACRES WILL BE DISTURBED. A)SOIL BORINGS WERE COLLECTED BY HAUGO GEOTECHNICAL SERVICES ON MARCH 13, 2023. THE 4 BORINGS SHOWED 1 TO 4.5 FEET OF TOPSOIL OVER CLAYEY SOILS, CLASSIFIED AS HSG D TYPE SOILS. BECAUSE OF THIS, INFILTRATION IS NOT FEASIBLE. YES JOSHUA MARKUP BUILDERS 901 W MAIN ST STE 100 ANOKA, MN 55303 CONTACT NAME:MARK OLSON CONTACT PHONE:612-998-7818 CONTACT E-MAIL:mark@joshuamarkum.com CONTACT NAME ____________________________________ CONTACT PHONE ____________________________________ CONTACT E-MAIL:____________________________________ CONTACT NAME ____________________________________ CONTACT PHONE ____________________________________ CONTACT E-MAIL:____________________________________ IMPAIRED STREAMS: ELM CREEK ASSESSMENT UNIT: 07010206-508 APPROVED TMDL PLAN FOR: BENTHIC MACROINVERTEBRATES BIOASSESSMENTS; CHLORIDE; DISSOLVED OXYGEN; ESCHERICHIA COLI (E. COLI); FISH BIOASSESSMENTS ADDITIONAL IMPAIRMENTS: NONE NEW IMPAIRMENTS: NONE UNNAMED WETLAND WETLAND NONO IMPAIRED STREAMS: UNNAMED CREEK ASSESSMENT UNIT: 07010206-526 APPROVED TMDL PLAN FOR: CHLORIDE; ESCHERICHIA COLI (E. COLI) ADDITIONAL IMPAIRMENTS: NONE NEW IMPAIRMENTS: NONE "BEST MANAGEMENT PRACTICES (BMPS)" MEANS THE MOST EFFECTIVE AND PRACTICABLE MEANS OF EROSION PREVENTION AND SEDIMENT CONTROL, AND WATER QUALITY MANAGEMENT PRACTICES THAT ARE THE MOST EFFECTIVE AND PRACTICABLE MEANS OF TO CONTROL, PREVENT, AND MINIMIZE DEGRADATION OF SURFACE WATER, INCLUDING AVOIDANCE OF IMPACTS, CONSTRUCTION-PHASING, MINIMIZING THE LENGTH OF TIME SOIL AREAS ARE EXPOSED, PROHIBITIONS, POLLUTION PREVENTION THROUGH GOOD HOUSEKEEPING, AND OTHER MANAGEMENT PRACTICES PUBLISHED BY STATE OR DESIGNATED AREA-WIDE PLANNING AGENCIES. [MINN. R. 7090] "CONSTRUCTION ACTIVITY" MEANS ACTIVITIES INCLUDING CLEARING, GRADING, AND EXCAVATING, THAT RESULT IN LAND DISTURBANCE OF EQUAL TO OR GREATER THAN ONE ACRE, INCLUDING THE DISTURBANCE OF LESS THAN ONE ACRE OF TOTAL LAND AREA THAT IS PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE IF THE LARGER COMMON PLAN WILL ULTIMATELY DISTURB EQUAL TO OR GREATER THAN ONE ACRE. THIS INCLUDES A DISTURBANCE TO THE LAND THAT RESULTS IN A CHANGE IN THE TOPOGRAPHY, EXISTING SOIL COVER, BOTH VEGETATIVE AND NONVEGETATIVE, OR THE EXISTING SOIL TOPOGRAPHY THAT MAY RESULT IN ACCELERATED STORMWATER RUNOFF THAT MAY LEAD TO SOIL EROSION AND MOVEMENT OF SEDIMENT. CONSTRUCTION ACTIVITY DOES NOT INCLUDE A DISTURBANCE TO THE LAND OF LESS THAN FIVE ACRES FOR THE PURPOSE OF ROUTINE MAINTENANCE PERFORMED TO MAINTAIN THE ORIGINAL LINE AND GRADE, HYDRAULIC CAPACITY, AND ORIGINAL PURPOSE OF THE FACILITY. ROUTINE MAINTENANCE DOES NOT INCLUDE ACTIVITIES SUCH AS REPAIRS, REPLACEMENT AND OTHER TYPES OF NON-ROUTINE MAINTENANCE. PAVEMENT REHABILITATION THAT DOES NOT DISTURB THE UNDERLYING SOILS (E.G., MILL AND OVERLAY PROJECTS) IS NOT CONSTRUCTION ACTIVITY. [MINN. R. 7090] "DEWATERING" MEANS THE REMOVAL OF SURFACE OR GROUND WATER TO DRY AND/OR SOLIDIFY A CONSTRUCTION SITE TO ENABLE CONSTRUCTION ACTIVITY. DEWATERING MAY REQUIRE A MINNESOTA DEPARTMENT OF NATURAL RESOURCES WATER APPROPRIATION PERMIT AND, IF DEWATERING WATER IS CONTAMINATED, DISCHARGE OF SUCH WATER MAY REQUIRE AN INDIVIDUAL MPCA NPDES/SDS PERMIT. [MINN. R. 7090] "EROSION PREVENTION" MEANS MEASURES EMPLOYED TO PREVENT EROSION SUCH AS SOIL STABILIZATION PRACTICES, PERMANENT COVER OR CONSTRUCTION PHASING. [MINN. R. 7090] "GENERAL CONTRACTOR" MEANS THE PARTY WHO SIGNS THE CONSTRUCTION CONTRACT WITH THE OWNER TO CONSTRUCT THE ENTIRE PROJECT DESCRIBED IN THE FINAL PLANS AND SPECIFICATIONS. WHERE THE CONSTRUCTION PROJECT INVOLVES MORE THAN ONE CONTRACTOR, THE GENERAL CONTRACTOR IS THE PARTY RESPONSIBLE FOR MANAGING THE ENTIRE PROJECT ON BEHALF OF THE OWNER. IN SOME CASES, THE OWNER IS THE GENERAL CONTRACTOR. IN THESE CASES, THE OWNER SIGNS THE PERMIT APPLICATION AS THE OPERATOR AND BECOMES THE SOLE PERMITTEE. [MINN. R. 7090] "GROUNDWATER" MEANS THE WATER CONTAINED BELOW THE SURFACE OF THE EARTH IN THE SATURATED ZONE INCLUDING, WITHOUT LIMITATION, ALL WATERS WHETHER UNDER CONFINED, UNCONFINED, OR PERCHED CONDITIONS, IN NEAR SURFACE UNCONSOLIDATED SEDIMENT OR REGOLITH, OR IN ROCK FORMATIONS DEEPER UNDERGROUND. [MINN. R. 7060] "HOMEOWNER FACT SHEET" MEANS AN MPCA FACT SHEET AVAILABLE ON THE MPCA CONSTRUCTION STORMWATER WEBSITE FOR PERMITTEES TO GIVE TO HOMEOWNERS AT THE TIME OF SALE. [MINN. R. 7090] "INFEASIBLE" MEANS NOT TECHNOLOGICALLY POSSIBLE OR NOT ECONOMICALLY PRACTICABLE AND ACHIEVABLE IN LIGHT OF THE BEST INDUSTRY PRACTICES. [MINN. R. 7090] "INITIATED IMMEDIATELY" MEANS TAKING AN ACTION TO COMMENCE SOIL STABILIZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF THE WORK DAY, FOLLOWING THE DAY WHEN THE LAND-DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE, IF THE PERMITTEES KNOW THAT CONSTRUCTION WORK ON THAT PORTION OF THE SITE WILL BE TEMPORARILY CEASED FOR 14 OR MORE ADDITIONAL CALENDAR DAYS OR 7 CALENDAR DAYS WHERE ITEM 23.9 APPLIES. PERMITTEES CAN INITIATE STABILIZATION BY: A. PREPPING THE SOIL FOR VEGETATIVE OR NON-VEGETATIVE STABILIZATION; OR B. APPLYING MULCH OR OTHER NON-VEGETATIVE PRODUCT TO THE EXPOSED SOIL AREA; OR C. SEEDING OR PLANTING THE EXPOSED AREA; OR D. STARTING ANY OF THE ACTIVITIES IN A - C ON A PORTION OF THE AREA TO BE STABILIZED, BUT NOT ON THE ENTIRE AREA; OR E. FINALIZING ARRANGEMENTS TO HAVE STABILIZATION PRODUCT FULLY INSTALLED IN COMPLIANCE WITH THE APPLICABLE DEADLINE FOR COMPLETING STABILIZATION. [MINN. R. 7090] "IMPERVIOUS SURFACE" MEANS A CONSTRUCTED HARD SURFACE THAT EITHER PREVENTS OR RETARDS THE ENTRY OF WATER INTO THE SOIL AND CAUSES WATER TO RUN OFF THE SURFACE IN GREATER QUANTITIES AND AT AN INCREASED RATE OF FLOW THAN PRIOR TO DEVELOPMENT. EXAMPLES INCLUDE ROOFTOPS, SIDEWALKS, DRIVEWAYS, PARKING LOTS, AND CONCRETE, ASPHALT, OR GRAVEL ROADS. BRIDGES OVER SURFACE WATERS ARE CONSIDERED IMPERVIOUS SURFACES. [MINN. R. 7090] "NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)" MEANS THE PROGRAM FOR ISSUING, MODIFYING, REVOKING, REISSUING, TERMINATING, MONITORING, AND ENFORCING PERMITS UNDER THE CLEAN WATER ACT, AS AMENDED (33 U.S.C. 1251 ET SEQ. SECTION 1342 AND 40 CFR PARTS 122, 123, 124 AND 450). [MINN. R. 7090] "NATURAL BUFFER" MEANS AN AREA OF UNDISTURBED COVER SURROUNDING SURFACE WATERS WITHIN WHICH CONSTRUCTION ACTIVITIES ARE RESTRICTED. NATURAL BUFFER INCLUDES THE VEGETATION, EXPOSED ROCK, OR BARREN GROUND THAT EXISTS PRIOR TO COMMENCEMENT OF EARTH-DISTURBING ACTIVITIES. [MINN. R. 7090] "NOTICE OF TERMINATION (NOT)" MEANS THE FORM (ELECTRONIC OR PAPER) REQUIRED FOR TERMINATING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. [MINN. R. 7090] ""OPERATOR" MEANS THE PERSON (USUALLY THE GENERAL CONTRACTOR), FIRM, GOVERNMENTAL AGENCY, OR OTHER ENTITY DESIGNATED BY THE OWNER WHO HAS DAY TO DAY OPERATIONAL CONTROL AND/OR THE ABILITY TO MODIFY PROJECT PLANS AND SPECIFICATIONS RELATED TO THE SWPPP. THE PERMIT APPLICATION MUST LIST THE OPERATOR AS A PERMITTEE. SUBCONTRACTORS HIRED BY AND UNDER SUPERVISION OF THE GENERAL CONTRACTOR ARE NOT OPERATORS. [MINN. R. 7090] "OWNER" MEANS THE PERSON, FIRM, GOVERNMENTAL AGENCY, OR OTHER ENTITY POSSESSING THE TITLE OF THE LAND ON WHICH THE CONSTRUCTION ACTIVITIES WILL OCCUR OR, IF THE CONSTRUCTION ACTIVITY IS FOR A LEASE, EASEMENT, OR MINERAL RIGHTS LICENSE HOLDER, THE PARTY OR INDIVIDUAL IDENTIFIED AS THE LEASE, EASEMENT OR MINERAL RIGHTS LICENSE HOLDER; OR THE CONTRACTING GOVERNMENT AGENCY RESPONSIBLE FOR THE CONSTRUCTION ACTIVITY. [MINN. R. 7090] "PERMANENT COVER" MEANS SURFACE TYPES THAT WILL PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. EXAMPLES INCLUDE: GRAVEL, CONCRETE, PERENNIAL COVER, OR OTHER LANDSCAPED MATERIAL THAT WILL PERMANENTLY ARREST SOIL EROSION. PERMITTEES MUST ESTABLISH A UNIFORM PERENNIAL VEGETATIVE COVER (I.E., EVENLY DISTRIBUTED, WITHOUT LARGE BARE AREAS) WITH A DENSITY OF 70 PERCENT OF THE NATIVE BACKGROUND VEGETATIVE COVER ON ALL AREAS NOT COVERED BY PERMANENT STRUCTURES, OR EQUIVALENT PERMANENT STABILIZATION MEASURES. PERMANENT COVER DOES NOT INCLUDE TEMPORARY BMPS SUCH AS WOOD FIBER BLANKET, MULCH, AND ROLLED EROSION CONTROL PRODUCTS. [MINN. R. 7090] "PERMITTEES" MEANS THE PERSONS, FIRM, GOVERNMENTAL AGENCY, OR OTHER ENTITY IDENTIFIED AS THE OWNER AND OPERATOR ON THE APPLICATION SUBMITTED TO THE MPCA AND ARE RESPONSIBLE FOR COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS PERMIT. [MINN. R. 7090] "PROJECT(S)" MEANS ALL CONSTRUCTION ACTIVITY PLANNED AND/OR CONDUCTED UNDER A PARTICULAR PERMIT. THE PROJECT OCCURS ON THE SITE OR SITES DESCRIBED IN THE PERMIT APPLICATION, THE SWPPP AND IN THE ASSOCIATED PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS. [MINN. R. 7090] "PUBLIC WATERS" MEANS ALL WATER BASINS AND WATERCOURSES DESCRIBED IN MINN. STAT. SECT. 103G.005 SUBP. 15. [MINN. R. 7090] "SEDIMENT CONTROL" MEANS METHODS EMPLOYED TO PREVENT SUSPENDED SEDIMENT IN STORMWATER FROM LEAVING THE SITE (E.G. SILT FENCES, COMPOST LOGS AND STORM DRAIN INLET PROTECTION). [MINN. R. 7090] "STABILIZE", "STABILIZED", "STABILIZATION" MEANS THE EXPOSED GROUND SURFACE HAS BEEN COVERED BY APPROPRIATE MATERIALS SUCH AS MULCH, STAKED SOD, RIPRAP, EROSION CONTROL BLANKET, MATS OR OTHER MATERIAL THAT PREVENTS EROSION FROM OCCURRING. GRASS SEEDING, AGRICULTURAL CROP SEEDING OR OTHER SEEDING ALONE IS NOT STABILIZATION. MULCH MATERIALS MUST ACHIEVE APPROXIMATELY 90 PERCENT GROUND COVERAGE (TYPICALLY 2 TON/ACRE). [MINN. R. 7090] "STORMWATER" MEANS PRECIPITATION RUNOFF, STORMWATER RUNOFF, SNOWMELT RUNOFF, AND ANY OTHER SURFACE RUNOFF AND DRAINAGE. [MINN. R. 7090] "STEEP SLOPES" MEANS SLOPES THAT ARE 1:3 (V:H) (33.3 PERCENT) OR STEEPER IN GRADE. [MINN. R. 7090] "STORM WATER POLLUTION PREVENTION PLAN (SWPPP)" MEANS A PLAN FOR STORMWATER DISCHARGE THAT INCLUDES ALL REQUIRED CONTENT UNDER IN SECTION 5 THAT DESCRIBES THE EROSION PREVENTION, SEDIMENT CONTROL AND WASTE CONTROL BMPS AND PERMANENT STORMWATER TREATMENT SYSTEMS. [MINN. R. 7090] "SURFACE WATER OR WATERS" MEANS ALL STREAMS, LAKES, PONDS, MARSHES, WETLANDS, RESERVOIRS, SPRINGS, RIVERS, DRAINAGE SYSTEMS, WATERWAYS, WATERCOURSES, AND IRRIGATION SYSTEMS WHETHER NATURAL OR ARTIFICIAL, PUBLIC OR PRIVATE, EXCEPT THAT SURFACE WATERS DO NOT INCLUDE STORMWATER TREATMENT SYSTEMS CONSTRUCTED FROM UPLAND. THIS PERMIT DOES NOT CONSIDER STORMWATER TREATMENT SYSTEMS CONSTRUCTED IN WETLANDS AND MITIGATED IN ACCORDANCE WITH SECTION 22 AS SURFACE WATERS. [MINN. R. 7090] "WATERS OF THE STATE" (AS DEFINED IN MINN. STAT. SECT. 115.01, SUBP. 22) MEANS ALL STREAMS, LAKES, PONDS, MARSHES, WATERCOURSES, WATERWAYS, WELLS, SPRINGS, RESERVOIRS, AQUIFERS, IRRIGATION SYSTEMS, DRAINAGE SYSTEMS AND ALL OTHER BODIES OR ACCUMULATIONS OF WATER, SURFACE OR UNDERGROUND, NATURAL OR ARTIFICIAL, PUBLIC OR PRIVATE, WHICH ARE CONTAINED WITHIN, FLOW THROUGH, OR BORDER UPON THE STATE OR ANY PORTION THEREOF. [MINN. STAT. 115.01, SUBP. 22] "WATER QUALITY VOLUME" MEANS ONE (1) INCH OF RUNOFF FROM THE NET INCREASE IN IMPERVIOUS SURFACES CREATED BY THE PROJECT (CALCULATED AS AN INSTANTANEOUS VOLUME). [MINN. R. 7090] "WETLANDS" (AS DEFINED IN MINN. R. 7050.0186, SUBP. 1A.B.) MEANS THOSE AREAS THAT ARE INUNDATED OR SATURATED BY SURFACE WATER OR GROUNDWATER AT A FREQUENCY AND DURATION SUFFICIENT TO SUPPORT, AND UNDER NORMAL CIRCUMSTANCES DO SUPPORT, A PREVALENCE OF VEGETATION TYPICALLY ADAPTED FOR LIFE IN SATURATED SOIL CONDITIONS. WETLANDS GENERALLY INCLUDE SWAMPS, MARSHES, BOGS, AND SIMILAR AREAS. CONSTRUCTED WETLANDS DESIGNED FOR WASTEWATER TREATMENT ARE NOT WATERS OF THE STATE. WETLANDS MUST HAVE THE FOLLOWING ATTRIBUTES: 1.A PREDOMINANCE OF HYDRIC SOILS; AND 2.INUNDATED OR SATURATED BY SURFACE WATER OR GROUNDWATER AT A FREQUENCY AND DURATION SUFFICIENT TO SUPPORT A PREVALENCE OF HYDROPHYTIC VEGETATION TYPICALLY ADAPTED FOR LIFE IN A SATURATED SOIL CONDITION; AND 3.UNDER NORMAL CIRCUMSTANCES SUPPORT A PREVALENCE OF SUCH VEGETATION. [MINN. R. 7050.0186, SUBP. 1A.B] NPDES DEFINITIONS SI T E P L A N R E V I E W 7- 6 - 2 3 PROJECT PZ2023042 TBD - WHEN INFORMATION BECOMES AVAILABLE, CONTRACTOR TO PROVIDE INFORMATION TO CITY AND WATERSHED TBD - WHEN INFORMATION BECOMES AVAILABLE, CONTRACTOR TO PROVIDE INFORMATION TO CITY AND WATERSHED AU G U S T 2 1 R E V I E W C O M M E N T S 9- 8 - 2 3 15 6 73 80 80 PROPOSED BUILDING LOW FLOOR = 1011.2 HY D T GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL "811" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 6.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. STORM SEWER NOTES 1.FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2.CONTRACTOR TO RECONNECT ANY EXISTING DRAINS, ROOF DRAINS OR PIPES TO NEW STORM SEWER SYSTEM WHERE THE OLD SYSTEM IS REMOVED. EXISTING ROOF DRAINS NOT FIELD LOCATED. 1.SANITARY SEWER MATERIALS SHALL BE: 1.1.6" PVC SCHEDULE 40 2.FIELD VERIFY SIZE, ELEVATION AND LOCATION OF EXISTING SANITARY SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 3.CONTRACTOR TO CONTACT CITY ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO CONNECTION TO EXISTING PUBLIC SANITARY SEWER. 1.WATERMAIN MATERIALS SHALL BE: 1.1.6" PVC AWWA (DR 18) - MAXIMUM WORKING PRESSURE OF 235 PSI. 2.FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING WATERMAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 3.MAINTAIN A MINIMUM OF 7.5 FEET OF COVER OVER ALL WATERMAIN PIPE. 4.PROVIDE PREFORMED INSULATION, PPG FOAMGLASS, OR APPROVED EQUAL WHERE SANITARY SEWER OR STORM SEWER CROSSES WITHIN 18" OF WATERMAIN. 5.WATERMAIN SHUTOFF REQUIRES A MIN. 48 HOUR NOTICE TO CITY ENGINEERING DEPARTMENT AND ALL AFFECTED PROPERTY OWNERS. SANITARY SEWER NOTES WATERMAIN NOTES CURB & BITUMINOUS NOTES 1.REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2.ALL MATCH POINTS AND PAVEMENT PATCHES TO BE SAW-CUT AT FULL DEPTH. 3.RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4.BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. Tracts A and B, REGISTERED LAND SURVEY No. 187, Hennepin County, Minnesota. LEGAL DESCRIPTION DENOTES CLEAN-OUT DENOTES STORM SEWER MANHOLE DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOURS D X 952.36 DENOTES SANITARY SEWER MANHOLES DENOTES STORM SEWER APRON DENOTES GAS METER (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED WATER PIPE PROPOSED FORCEMAIN PIPE PROPOSED INLET PROTECTION PROPOSED STORM SEWER PIPE PROPOSED STORM MANHOLE PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED DIRECTION OF DRAINAGE PROPOSED POINTS910.35 PROPOSED CATCH BASIN HY D PROPOSED CONTOURS LEGEND PROPOSED SANITARY MANHOLE DENOTES POWER POLE DENOTES GUY WIRE CO T DENOTES TELEPHONE PEDESTAL DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE DENOTES UNDERGROUND TELEPHONE LINETEL GAS E E DENOTES WETLAND DELINEATEDWET DENOTES UNDERGROUND FIBER OPTIC LINEFIBER BY JACOBSON ENVIRONMENTAL S PROPOSED SILT FENCE 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C0 SHEET TI T L E S H E E T , N O T E S & L E G E N D FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 07 . 0 6 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 3 (TEMP MOVING BLGD NORTH 2-FEET).DWGThursday, July 6, 2023 12:57:33 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N SHEET INDEX CO TITLE SHEET, NOTES & LEGEND GRADING, DRAINAGE & ESC PLANC2.1 UTILITY PLANC3.1 VICINITY MAP ( NOT TO SCALE ) DETAILSC4.1 DETAILSC4.2 DEVELOPER JOSHUA MARKUM BUILDERS 901 W MAIN ST STE 100 ANOKA, MN 55303 MARK OLSON 612-998-7818 MARK@JOSHUAMARKUM.COM ENGINEER PLOWE ENGINEERING, INC. 6776 LAKE DRIVE LINO LAKES, MN 55014 ADAM GINKEL, P.E. 651-361-8234 ADAM@PLOWE.COM TITLE SHEET, NOTES & LEGEND 18035 OLD ROCKFORD ROAD PLYMOUTH, MINNESOTA AN MPCA NPDES CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION C1.2 SURVEYOR E.G. RUD & SONS LAND SURVEYING, INC. 6776 LAKE DRIVE LINO LAKES, MN 55014 JASON RUD 651-361-8225 JRUD@EGRUD.COM REMOVALS PLAN STORMWATER POLLUTION PREVENTION PLAN (SWPPP)C5.1 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)C5.2 WETLAND BUFFER & SETBACK PLANC2.2 ALL PERMITS, INCLUDING BUT NOT LIMITED TO PERMITS FROM CITY OF PLYMOUTH, MNDOT, AND THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, SHALL BE OBTAINED PRIOR TO ORDERING OF MATERIAL AND STARTING OF CONSTRUCTION. NO INSTALLATION OF UTILITIES SHALL BE PERMITTED UNTIL ALL APPLICABLE PERMITS ARE RECEIVED BY CONTRACTOR. INSTALLATION OF UTILITIES SHALL BE CONSTRUCTED TO MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY STANDARDS AND CITY STANDARDS AS IDENTIFIED IN THE PUBLIC WORKS/ENGINEERING STANDARDS. C1.1 CIVIL SITE PLAN FLOODPLAIN MITIGATION PLANC2.3 CURBING & PAVING PLANC2.4 GRADING DETAILC2.1a SI T E P L A N R E V I E W 7- 6 - 2 3 15 7 73 80 80 PPAB A N D O N E D 1 0 1 4 . 2 PPA B A N D O N E D 101 1 . 4 1010.9 COT30 1013.1 1 34567891011 31.8' 31.8' 28.1' 28.0' 70.2' 10.0' 1213141516 24.0' 18.5' 10.0' 62.3' 62.3' PROPOSED BUILDING 20.0' 1718 7.0' 22.0' H 6.0' C B C A 2 26.0' 18.0' LOW FLOOR = 1011.2 PICKLEBALL COURT D E E CROSSWALK STRIPING T TRANSFORMER BIKE RACK 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C1.1 SHEET SI T E P L A N FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 07 . 0 6 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 3 (TEMP MOVING BLGD NORTH 2-FEET).DWGThursday, July 6, 2023 12:57:33 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N PARKING NO FINISHED GROUND 24 " 60 " M I N . ROUND POST FOR MOUNTING - 2-3/8" O.D. GALVANIZED STREET OR APPROVED EQUAL DO NOT ENTER PARKING NO A KEY NOTE B KEY NOTE STOP C KEY NOTE R Call before you dig. below.Know what's D KEY NOTE PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION PARKING NO FIRE LANE E KEY NOTE SI T E P L A N R E V I E W 7- 6 - 2 3 15 8 73 80 80 8 9 10 11 12 13 14 15 1014.2 FNDIP14343 1014.1 FNDIP12755 1011.0 FNDIP12755 1007 . 1 FNDI P 1 / 2 " 1009.8 FNDIP1/2" 1012 . 7 FNDI P 1 / 2 " 1012. 6 10 1 4 . 1 10 1 5 . 1 10 1 4 . 8 1014.2 1014.5 1014.2 1012.2 10 0 8 . 7 1007 . 7 1007.0 CO1007.2 1007.6 1007.5 1008.4 1009.6 1010.3 BOX24 1011.5 1011.1 1008.8 1009.3 10 1 1 . 1 1012.4 1011.1 1013.4 1012.6 1013.6 1014.5 1014.0 1014.8 1014.8 PPAB A N D O N E D 1 0 1 4 . 2 1014.4 1014.6 1014. 7 1014.1 1013. 7 1013.4 PPA B A N D O N E D 1012. 9 1012. 5 1012. 0 101 1 . 4 1008.2 1010.9 COT30 1009.6 BOX9 1009.8 BOX9 1009.7 BOX7 1009.6 1009.7 BOX9 1007.2 1007.2 1008.6 1006.3 1008.9 MAP18 1008.4 1007.9 MAP11 1008.4 MAP18 1006.7 1006.5 ICE 1006.7 1007.7 BOX8 1008.2 MAP11-3 1006.9 1008.2 MAP16 1008.7 BOX14 CO1006.5 1010.1 1010.1 1010.1 1009.7 PIN10 1009.6 PIN10 1009.1 PIN8 1010.3 1010.7 1012.4 1 0 1 0 . 9 101 1 . 3 BOX 4 8 1011.9 PIN11 10 1 3 . 1 PI N 1 1 1012.5 1013.1 1013.5 10 1 3 . 5 PI N 1 2 10 1 4 . 4 PI N 1 3 10 1 4 . 8 PI N 1 2 1014.5 1014.7 10 1 4 . 7 PI N 1 3 10 1 4 . 9 PI N 1 3 10 1 5 . 1 PI N 1 3 1014.5 1014.2 10 1 4 . 7 PI N 1 2 1014.3 1014.8 PIN14 1014.8 SPR13 1014.9 MAP20 1015.5 MAP8 1016.3 MAP28 1015.1 LIN10 1015.5 CRA14 1014.6 1 0 1 5 . 2 10 1 5 . 8 OILPIPE 1017 . 0 1016.3 1016.4 1015.7 1014.8 1015.1 CED8-4 1015.0 CED7-4 1017.6 1018.0 1017. 4 1016.2 LIN10 1015.6 BIR15 1015.5 BIR10-2 1016.5 1014.6 1013.8 MAP6-4 1015.6 MAP22 1015.5 1014.7 1013.7 OAK14 1015.5 SPR13 1016 . 1 1016.0 1014.7 10 1 5 . 4 101 3 . 6 1 0 1 5 . 3 1015. 1 1014.5 1014.3 101 2 . 2 1012.5 1010.51010.8 1011.0 1011.0 MAP11 1011.2 1010 . 0 101 0 . 9 1011.1 10 1 1 . 7 1011.2 1010.9 1010.8 1010.7 1010.7 1010. 6 101 0 . 4 1010.7 1011.3 1012.3 1013.2 1014.3 1014.1 1013.6 1012.3 1011.4 1010.5 1009.5 1010.2 1010.5 1010 . 4 1009.6 1010.3 COT40 1008.31008.3 1008.4 1008.2 1008.3 1008.3 1008.9 1008.5 1007.9 1013.1 1010.6 1011.1 MAP36 1008.9 1009.2 1009.0 1009.2 1009.2 1009.1 SB 1008.8 SB 1010.6 SB 1009.6 1010.9 1012.5 MAP24 10 1 3 . 3 MA P 3 0 1013.1 MAP15-2 1012.4 1011.5 1011.1 1009.6 1009.5 1011.5 1009.8 1010.1 1010.2 1013.1 1013.5 1 0 1 3 . 0 10 1 2 . 9 10 1 3 . 1 10 1 3 . 5 10 1 3 . 6 10 1 3 . 8 10 1 3 . 8 10 1 4 . 1 101 4 . 2 10 1 4 . 5 101 4 . 9 10 1 4 . 9 101 5 . 2 10 1 5 . 4 101 5 . 5 10 1 5 . 7 101 5 . 4 101 5 . 0 101 4 . 9 10 1 5 . 5 10 1 5 . 4 101 5 . 1 10 1 4 . 6 10 1 4 . 1 30 . 4 25. 9 60 . 3 52. 1 30 . 0 26. 1 36 . 2 28. 1 35 . 9 28. 2 12 . 0 20. 1 12 . 0 20. 1 REMOVE & DISPOSE OF EXISTING GRAVEL DRIVE ALL EXISTING BUILDINGS WITHIN PROJECT LIMITS TO BE REMOVED & DISPOSED OF PER LOCAL & STATE STANDARDS (TYP) REMOVE & DISPOSE OF EXISTING RETAINING WALLS (TYP) EXISTING WELL TO BE SEALED PER MN DEPT. OF HEALTH STANDARDS SMALL UTILITIES TO BE REMOVED/RELOCATED AS NECESSARY FOR PROPOSED CONSTRUCTION (TYP) REMOVE & DISPOSE OF EXISTING FENCE AND GATES (TYP) S EXISTING TREE TO BE REMOVED (TYP) ALSO SEE "TREE PRESERVATION PLAN" FOR ADDITIONAL DETAILS. GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL "811" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 6.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C1.2 SHEET RE M O V A L S P L A N FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 07 . 0 6 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 3 (TEMP MOVING BLGD NORTH 2-FEET).DWGThursday, July 6, 2023 12:57:33 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N R Call before you dig. below.Know what's SI T E P L A N R E V I E W 7- 6 - 2 3 15 9 73 80 80 1014.2 FNDIP14343 1014.1 FNDIP12755 1011.0 FNDIP12755 1007 . 1 FNDI P 1 / 2 " 1009.8 FNDIP1/2" 1012 . 7 FNDI P 1 / 2 " 1012. 6 10 1 4 . 1 10 1 5 . 1 10 1 4 . 8 1014.2 1014. 5 1014.2 1012.2 10 0 8 . 7 1007 . 7 1007.0 CO1007.2 1007.6 1007.5 1008.4 1009.6 1010.3 BOX24 1011.5 1011.1 1008.8 1009.3 10 1 1 . 1 1012.4 1011.1 1013.4 1012.6 1013.6 1014.5 1014.0 1014.8 1014.8 PPAB A N D O N E D 1 0 1 4 . 2 1014.4 1014. 6 1014. 7 1014.1 1013. 7 1013.4 PPA B A N D O N E D 1012. 9 1012. 5 1012. 0 101 1 . 4 1008.2 1010.9 COT30 1009.6 BOX9 1009.8 BOX9 1009.7 BOX7 1009.7 BOX9 1007.2 1007.2 1008.6 1006.3 1008.4 1007.9 MAP11 1008.4 MAP18 1006.7 1006.5 ICE 1006.7 1007.7 BOX8 1008.2 MAP11-3 1006.9 1008.2 MAP16 1008.7 BOX14 CO1006.5 101 1 . 3 BOX 4 8 1011.9 PIN11 10 1 3 . 1 PI N 1 1 10 1 3 . 5 PI N 1 2 10 1 4 . 4 PI N 1 3 10 1 4 . 8 PI N 1 2 10 1 4 . 7 PI N 1 3 10 1 4 . 9 PI N 1 3 10 1 5 . 1 PI N 1 3 10 1 4 . 7 PI N 1 2 1014.8 1014.3 1014.1 1009.1 SB 1008.8 SB 1010.6 SB 1012.4 1011.5 1010.2 1013.1 1013.5 1 0 1 3 . 0 10 1 2 . 9 10 1 3 . 1 10 1 3 . 5 10 1 3 . 6 10 1 3 . 8 10 1 3 . 8 10 1 4 . 1 101 4 . 2 10 1 4 . 5 10 1 4 . 9 10 1 4 . 9 101 5 . 2 10 1 5 . 4 10 1 5 . 5 10 1 5 . 7 101 5 . 4 101 5 . 0 101 4 . 9 10 1 5 . 5 10 1 5 . 4 101 5 . 1 10 1 4 . 6 10 1 4 . 1 1 0 1 6 10 1 6 10 1 4 10 1 4 1 0 1 2 10 1 0 1010 1008 1008 10 0 8 1010 1012 10 1 2 1 0 1 4 1014 1 0 1 4 PROPOSED BUILDING LOW FLOOR = 1011.2 3. 1 % 0.5 % 0.5 % 1. 9 % 0.5 % 1. 7 % 3. 7 % 101 4 101 0 10 1 4 101 0 10 0 8 100 8 100 7 . 5 100 7 . 5 10 1 0 10 0 9 . 1 3 10 0 9 . 1 3 100 8 1009.1 3 10 0 9 . 1 3 1009.13 TW: 1011.0 BW: 909.13 TW: 1014.0 BW: 909.13 TW: 1015.5 BW: 909.13 TW: 1015.6 BW: 909.13 TW: 1015.5 BW: 909.13 TW: 1014.0 BW: 909.13 TW: 1014.0 BW: 1010.0 10 1 4 HY D S 4. 1 % 101 4 RATE CONTROL BASIN (SEE LANDSCAPE PLANS FOR SEEDING/MULCH SCHEDULE) BOTTOM 1007.5 HWL 1008.8 10-FT WIDE RIP-RAP OVERFLOW (EL: 1008.8) D RIP-RAP W/ GEOTEXTILE FILTER FABRIC (TYP) PROVIDE CATCH BASIN INLET PROTECTION (TYP) FENCE OR RAILING RECOMMENDED FOR WALLS OVER 30" IN HEIGHT (TYP)RAM P D O W N T O GAR A G E W I T H I N BLD G F O O T P R I N T EXTERIOR BLDG ELEVATION 101 6 1 0 1 6 101 6 10 1 6 10 1 6 TIP-OUT CURB EXTERIOR BLDG ELEVATION EXTERIOR BLDG ELEVATION 9 1 0 101 0 10 1 0 10 1 0 10 1 0 10 1 0 10 1 0 10 0 7 . 5 10 0 7 . 5 10 0 7 . 5 10 0 7 . 5 TOP OF BERM 1010.3 1015.80 1015.80 1015.30 1017.301017.30 1016.60 1016.30 1016.60 1016.90 1017.45 1017.45 1017.10 1015.50 1015.85 1016.70 1016.75 1017.45 1016.40 1017.25 1016.00 1016.20 1016.00 1015.80 1016.00 1015.85 1015.90 1015.75 1015.90 1015.75 1018.10 1016.40 1016.40 1016.20 1014.20 1014.20 1011.00 1011.50 1010.50 1010.00 101 6 10 1 6 T TW: 1014.0 BW: 909.13 TW: 1014.0 BW: 1012.0 GENERAL NOTES 1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2.CALL "811" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES LOCATIONS. 3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. 4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. 6.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7.NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING TRAFFIC CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. STORM SEWER NOTES 1.FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2.CONTRACTOR TO RECONNECT ANY EXISTING DRAINS, ROOF DRAINS OR PIPES TO NEW STORM SEWER SYSTEM WHERE THE OLD SYSTEM IS REMOVED. EXISTING ROOF DRAINS NOT FIELD LOCATED. DENOTES CLEAN-OUT DENOTES STORM SEWER MANHOLE DENOTES EXISTING SPOT ELEVATION DENOTES EXISTING CONTOURS D X 952.36 DENOTES SANITARY SEWER MANHOLES DENOTES STORM SEWER APRON DENOTES GAS METER (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED WATER PIPE PROPOSED FORCEMAIN PIPE PROPOSED INLET PROTECTION PROPOSED STORM SEWER PIPE PROPOSED STORM MANHOLE PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED DIRECTION OF DRAINAGE PROPOSED POINTS910.35 PROPOSED CATCH BASIN HY D PROPOSED CONTOURS LEGEND PROPOSED SANITARY MANHOLE DENOTES POWER POLE DENOTES GUY WIRE CO T DENOTES TELEPHONE PEDESTAL DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND GAS LINE DENOTES UNDERGROUND TELEPHONE LINETEL GAS E E DENOTES WETLAND DELINEATEDWET DENOTES UNDERGROUND FIBER OPTIC LINEFIBER BY JACOBSON ENVIRONMENTAL S PROPOSED SILT FENCE 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C2.1 SHEET GR A D I N G , D R A I N A G E & E S C P L A N FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 07 . 0 6 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 3 (TEMP MOVING BLGD NORTH 2-FEET).DWGThursday, July 6, 2023 12:57:33 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N R Call before you dig. below.Know what's SI T E P L A N R E V I E W 7- 6 - 2 3 16 0 73 80 80 1010.9 COT30 PROPOSED BUILDING LOW FLOOR = 1011.2 50.0' MAX. BUFFER 24.0' MIN. BUFFER 15.0' BUFFER SETBCK ADDITIONAL BUFFER AREA NOT CREDITED AS BUFFER BUT TO BE SEEDED WITH BUFFER MIX T 21-1993 PR E P A R E D F O R : J O S H U A M A R K U M B U I L D E R S C2.2 SHEET WE T L A N D B U F F E R & S E T B A C K P L A N FAX: (651) 361-8701 PHONE: (651) 361-8210 LINO LAKES, MN 55014 6776 LAKE DRIVE SUITE 110 SITE PLANNING & ENGINEERING 1 2 4 5 6 7 83 PLOWE ENGINEERING, INC. CWPAG CHECK BY:DRAWN BY: 21-1993 DATE:JOB NO: XX/XX/XX I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . Da t e : L i c e n s e N o . 4 3 9 6 3 AD A M G I N K E L 07 . 0 3 . 2 0 2 3 DE S C R I P T I O N DA T E NO . NO R T H 1 INCH = 20 FEET GRAPHIC SCALE (34" x 22") 20 0 10 20 40 S:\PLOWE\CAD\21PROJ\21-1993 PLYMOUTH SITE ANALYSIS\1993 CAD\1993 BASE 3 (TEMP MOVING BLGD NORTH 2-FEET).DWGThursday, July 6, 2023 12:57:33 PM PR E L I M I N A R Y 18 0 3 5 O L D R O C K F O R D R D PL Y M O U T H , M N WHERE BUFFER STRIP AREAS, OR A PORTION THEREOF, ARE NOT VEGETATED OR HAVE BEEN CULTIVATED OR OTHERWISE DISTURBED WITHIN FIVE YEARS OF THE PERMIT APPLICATION, SUCH AREAS SHALL BE RE-PLANTED AND MAINTAINED ACCORDING TO EACH OF THE FOLLOWING STANDARDS: (a)THE SOIL IN WETLAND BUFFER STRIPS SHALL BE AMENDED, AS NECESSARY, TO ENSURE THAT THE SOIL HAS AN ORGANIC CONTENT OF NOT LESS THAN 10 PERCENT AND NOT MORE THAN 35 PERCENT. (b)BUFFER STRIPS SHALL BE PLANTED WITH A BOARD OF WATER AND SOIL RESOURCES (BWSR) APPROVED SEED MIX CONTAINING 100 PERCENT PERENNIAL NATIVE PLANT SPECIES, EXCEPT FOR A ONE-TIME PLANTING OF AN ANNUAL NURSE OR COVER CROP SUCH AS OATS OR RYE. (c)THE ANNUAL NURSE OR COVER CROP SHALL BE APPLIED AT A RATE OF 20 POUNDS PER ACRE. (d)NATIVE SHRUBS MAY BE SUBSTITUTED FOR FORBS. SUCH SHRUBS MAY BE BARE ROOT SEEDLINGS AND SHALL BE PLANTED AT A RATE OF 60 PLANTS PER ACRE. SHRUBS SHALL BE DISTRIBUTED SO AS TO PROVIDE A NATURAL APPEARANCE AND SHALL NOT BE PLANTED IN ROWS. (e)ANY GROUND COVER OR SHRUB PLANTINGS INSTALLED IN BUFFER STRIP AREAS ARE INDEPENDENT OF LANDSCAPING REQUIREMENTS SET FORTH ELSEWHERE IN THE CITY CODE AND CITY POLICY. (a)NATIVE PRAIRIE GRASSES AND FORBS SHALL BE PLANTED BY A QUALIFIED CONTRACTOR. (b)NO FERTILIZER SHALL BE USED IN ESTABLISHING NEW BUFFER STRIPS, EXCEPT ON HIGHLY DISTURBED SITES WHEN DEEMED NECESSARY TO ESTABLISH ACCEPTABLE BUFFER STRIP VEGETATION AND THEN LIMITED TO AMOUNTS INDICATED BY AN ACCREDITED SOIL TESTING LABORATORY. (c)ALL SEEDED AREAS SHALL HAVE A TWO-INCH THICK APPLICATION OF COMPOST (MN/DOT GRADE 2 SECTION 3890) OR BE MULCHED IMMEDIATELY WITH CLEAN STRAW AT A RATE OF 1.5 TONS PER ACRE. MULCH SHALL BE ANCHORED WITH A DISK OR TACKIFIER. (d)BUFFER STRIPS (BOTH NATURAL AND CREATED), SHALL BE PROTECTED BY SILT FENCE DURING CONSTRUCTION AND THE FENCE SHALL REMAIN IN PLACE UNTIL THE AREA CROP IS ESTABLISHED. R Call before you dig. below.Know what's SI T E P L A N R E V I E W 7- 6 - 2 3 =NEW WETLAND BUFFER 7,900 S.F. 24-FT MINIMUM 50-FT MAXIMUM =WETLAND BUFFER SETBACK (15-FT) =EXISTING WETLAND BUFFER 7,300S.F. 30-FT AVERAGE =MAXIMUM WETLAND BUFFER (50-FT) =MINIMUM WETLAND BUFFER (24-FT) =BUFFER SETBACK VARIANCE REQUEST 210 S.F. 16 1 He nn epin Co u n ty L oc ate & N o tify Map 0 100 20050 Feet Da te : 8/2 8/20 23 Buffer Size:500Map Co mm e nts : Th is d ata (i) is furn ish ed 'AS IS' with no represen ta tion as tocompleteness or accuracy; (ii) is fu rn ish ed with n o warra nty of anykind; an d (iii) is n ot suitable for le ga l, eng ineerin g or surve yingpurposes. Hennepin County shall not b e liab le for a ny da ma ge , in ju ryor loss resu lting from this dat a. Fo r mo re inf ormation , co nta ct Hen ne pin Co un ty GI S Off ice300 6th S tree t So uth , Minn ea polis, MN 5 5487 / gis.in fo@h en ne pin.us 162 Agenda Number File 2023042 PLYMOUTH COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT PLANNING AND ZONING STAFF REPORT TO: Plymouth Planning Commission FROM: Lori Johnson, Consulting Planner MEETING DATE: September 20, 2023 APPLICANT: Ben Ptacek, DJR Architecture, Inc. PROPOSAL: The applicant is requesting approval of the following: Site Plan Approval to allow for the construction of a three-story, 21- unit senior condominium building with underground parking and an outdoor pickleball court. Rezoning from FRD (Future Restricted Development) to O (Office) to accommodate the development of the senior condominium project. Variances for the following: 1. Wetland structure setback, for a portion of the building (southeast corner), of 4 feet 4 inches into to the required 15-foot setback. 2. A portion of a play and recreation facility (pickleball court) to be located in a front yard. Conditional Use Permit to allow for a maximum building height of 45 feet in the Office zoning district. LOCATION: 18035 Old Rockford Road GUIDING: CO (Commercial Office) ZONING: FRD (Future Restricted Development) REVIEW DEADLINE: November 15, 2023 163 2023042 Page 2 DESCRIPTION OF REQUEST: The applicant is requesting site plan review to allow for the construction of a three-story, 21 unit senior condominium building with underground parking and an outdoor pickleball court, a rezoning from FRD (Future Restricted Development) to O (Office), variances to 1) the wetland structure setback, for a portion of the building (southeast corner), of 4 feet 4 inches into to the required 15-foot setback, and 2) for a portion of a play and recreation facility (pickleball court) to be located in a front yard, and a conditional use permit to allow for a maximum building height of 45 feet at 18035 Old Rockford Road and the adjacent property to the east of this address. Notice of the public hearing was published in the City’s official newspaper and mailed to all property owners within 500 feet of the site. A copy of the notification area map is attached. Development signage is posted on the property. CONTEXT: Surrounding Land Uses Land Use Guiding Zoning Project Site Single Family Residential CO FRD North Single Family Residential in the Plum Tree 4th Subdivision LA-2 RSF-2 East Vacant C C-3 South Commercial (Culvers) C C-3 West Office Condominiums CO O Natural Characteristics of Site The site is located in the Bassett Creek drainage district. A medium quality wetland is located south and along the eastern portion of the property. The site is not located in a shoreland overlay district. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a site plan is limited to whether the proposal complies with the comprehensive plan and zoning ordinance standards. If it meets the standards, the city must approve the site plan. The City has a relatively high level of discretion in approving or denying a rezoning application. This is because the rezoning of land is also a “quasi-legislative” action (enactment of policy). The zoning ordinance and map are the enforcement tools used to implement the goals and standards set by the comprehensive plan. The proposed zoning for a property must be consistent with the comprehensive plan. The city’s discretion in approving or denying a variance is limited to whether the proposal meets the standards for a variance. The city has a relatively high level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards for a variance. 164 2023042 Page 3 The City’s discretion in approving or denying a conditional use permit is limited to whether or not the proposal meets the standards listed in the zoning ordinance. If it meets the specified standards, the City must approve the conditional use permit. However, the level of discretion is affected by the fact that some of the standards may be open to interpretation. ANALYSIS OF REQUEST: The applicant is proposing to construct a three-story, 21-unit senior condominium building with an underground parking level on two lots (which will be required to be combined) at 18035 Old Rockford Road. The existing site is currently occupied by a one-story single family home with a garage and two small accessory buildings that will all be removed as part of this project. Site Plan The zoning ordinance contains specific standards for approval of a site plan in the O (Office) zoning district. Staff used these standards to review the proposed senior condominium development. Standards for the O (Office) District Specified Proposed Complies? Building Setbacks: --Front (from north lot line abutting Old Rockford Road) 25 ft. (min.) 70 ft. Yes --Side (from west lot line) 25 ft. (min.) 28 ft. Yes --Side (from east lot line) 25 ft. (min.) 62.3 ft. Yes --Rear (from north lot line) 25 ft. (min.) 31.8 ft. Yes Parking Setbacks to Drive Aisle: --Front (from north lot line abutting Old Rockford Road) 10 ft. (min.) 17 ft. Yes --Side (from west lot line) 20 ft. (min.) 20 ft. Yes --Side (from east lot line) 20 ft. (min.) 62.3 ft. Yes --Rear (from north lot line) 20 ft. (min.) 31.8 ft. Yes Parking Setback to Building: 10 ft. (min.) 10 ft. Yes Drive Aisle Width: 24 ft. (min.) 24 ft. Yes Parking Stall Size: 9’ x 18.5’ 9’ x 18.5’ Yes Number of Parking Spaces: 38 (min.) 51 Yes Building Height: 35 ft. (max.) 45 ft. *No Structural Coverage: 40% (max.) 29.5% Yes Landscaping: 42 new overstory trees (min.) 42 total trees, 21 trees to be preserved *Yes Lighting: * 165 2023042 Page 4 --Lumens/sq. ft. of Hardscape 2.5 (max.) Unknown --Fixture Height 30 ft. (max.) Unknown --Shielding Shielded fixtures within 300 ft. of residential Unknown --Correlated Color Temperature of Lighting 4100 Kelvin (max.) Unknown *Discussed below Density: The CO (commercial office) guiding lists types of development options as residential facilities such as nursing homes, assisted living facilities and senior citizen housing. Section 21450 of the zoning ordinance lists permitted uses within the office zoning district as elderly dwellings (senior citizen housing). The CO guiding designation specifies a minimum density goal of six dwelling units per acre and a maximum density of 20 dwelling units per acre. Density is based on net acreage excluding wetlands and related buffers, floodplain and land dedicated for arterial roadways. This method of calculating density is consistent with the procedures established by the Metropolitan Council. Based on the net acreage (1.08 acres), 7 to 21 dwelling units could be accommodated in accordance with the density guidelines identified in the comprehensive plan. Therefore, the proposed 21 units would be within the density guidelines. Access: Access to the building would come from Old Rockford Road, where two accesses are proposed. Parking: The ordinance requires 1.8 parking spaces per unit (at least one covered) for apartment dwellings. Using this formula, 38 parking spaces would be required. The proposed plan includes 18 surface parking spaces and 33 underground parking spaces for a total of 51 spaces. The proposed number of spaces meets the zoning ordinance requirements for parking. Lighting: The preceding table indicates issues related to the lighting plan. The site is in Lighting Zone 2 where: 1) parking lot lighting levels are limited to 2.5 lumens per square foot of parking area; 2) mounting height of light fixtures cannot exceed 30 feet; 3) light fixtures mounted higher than 12 feet that are located within 300 feet of residential property must be equipped with house-side shielding; and 4) the correlated color temperature (CCT) of lighting cannot exceed 4100 Kelvin. In addition, light fixtures must meet specified BUG (backlight/uplight/glare) ratings, and lighting levels must be reduced by at least 50 percent at 10 PM. The resolution requires that, prior to issuance of the building permit, the applicant submit a revised lighting plan for staff review and approval that complies with all lighting regulations. 166 2023042 Page 5 Building: The proposed project consists of a 3-story, 21-unit senior condominium building with underground parking. Proposed amenities include: • Fitness room • Level 1 common area with inset balcony/deck with patio and grill • Level 2 club room with an inset balcony • Outdoor pickleball court The units will range from large one bedroom unit with a den to large two bedroom units with a den. Each unit will have a large inset balcony. The exterior walls of the units and common areas are filled with extra tall windows for extra light and views to interior spaces. Proposed exterior materials used on the building include burnished block, fiber cement panels, wood-like siding on the balconies, and metal fascia. Section 21115.07 of the zoning ordinance also contains specific design requirements for apartments, including providing a minimum of two colors and two materials; offsets in the wall planes; and roof articulation. The proposal generally complies with these requirements but the Planning Commission could add a condition for additional rooftop articulation if the architecture does not appear to meet these requirements. Tree Preservation: Does not apply since there is no platting on this property. The properties must be consolidated at the County prior to work onsite. Landscaping: The zoning ordinance requires a minimum of two new overstory trees per dwelling unit for apartment developments with less than 50 dwelling units. In addition, a minimum of 15 percent of 167 2023042 Page 6 the required minimum number of trees for multi-residential developments shall be long-lived deciduous trees, 3.5 inches in diameter as measured six inches off the ground. The required number of overstory trees is 42. The submitted landscape plan meets the requirements of the zoning ordinance through the preservation of existing trees on site and providing new trees . The proposed sizes of the new trees also meet ordinance requirements. Wetlands/Floodplain: A large medium quality wetland is located south and east of the subject properties. A small portion of the delineated wetland is located in the southeast corner. The proposed development is subject to wetland buffer requirements consisting of a minimum of 24 feet and a maximum of 50 feet, for an average of 30 feet, from the delineated wetland. The applicant has submitted a wetland buffer and setback plan that meets zoning ordinance requirements with the exception of the variance request to the required 15-foot structure setback from the wetland buffer for a portion of the proposed building (southeast corner), as discussed below. A portion of the property contains Bassett Creek floodplain. The applicant has submitted a floodplain mitigation exhibit showing proposed cubic feet of floodplain greater than existing cubic feet of floodplain. A condition is included in the resolution related to meeting minimum floor requirements prior to the issuance of a building permit. Rezoning The site is currently zoned FRD, Future Restricted Development District. The purpose of this district is to provide a holding zone until a land owner/developer makes an application for development, at which time the City may rezone the affected property consistent with its designation in the Comprehensive Plan. A developer has come forward with the proposal for the senior condominium community, and the requested zoning at this time is O (Office) which allows for dwellings for senior citizens as a permitted use. The property has a land use designation of CO, Commercial Office, which does allow for a mix of uses if the development is carefully evaluated. A land use amendment is not required for this development. Variances The applicant has applied for the approval of two variances. One variance is a 4.4 foot variance to the 15-foot wetland structure setback (from buffer strip) on the south side of the site. The other variance is to allow for a portion of the outdoor pickleball court in the front yard of the site. Variance for Wetland Structure Setback Section 21670.05 references the required wetland setbacks for all types of development. The section establishes a 15-foot setback from the wetland buffer strip for all structures. As shown on the attached variance exhibit, the structure is encroaches into the wetland buffer strip setback by 4 feet 4 inches, which means that the building is only 10.6 feet from the wetland buffer strip. 168 2023042 Page 7 The applicant establishes proposed practical difficulties with complying with this section of the ordinance in the attached variance narrative. The narrative explains that the wetland boundary gets closer to the south lot line in the southeast corner of the site, and that the lot size is being decreased because additional right-of-way is being requested along Old Rockford Road. Variance for the Location of the Outdoor Pickleball Court A pickleball court is considered a play and recreational facility, as defined below, and these courts are not permitted within front yards. Therefore, a variance is required for the location of the courts within the front yard of the site. 21115.04. Subd. 1 of the zoning ordinance addresses play and recreational facilities and their allowed locations: The following shall not be considered as encroachments on yard setback requirements. (d) Pursuant to Section 21120 of this Chapter, accessory buildings and structures including, but not limited to, sheds, play and recreational facilities, private dog kennels, laundry drying equipment, and gazebos shall not be located in a front yard. Such accessory buildings or structures may be located within: 1) a side or rear yard, provided they comply with the minimum side or rear yard setback requirement for accessory structures as prescribed by the applicable district; and 2) a front yard which qualifies as an equivalent rear or side yard (as defined by this Chapter) provided they are set back from such front lot line a distanc e equal to, or greater than, the minimum front setback specified for the principal building on the lot, and comply with the minimum side yard setback requirement for accessory structures, as prescribed by the applicable district. No encroachment shall be permitted in existing or required drainage and utility easements, unless approved by the City Engineer. The exception is that eave overhangs and any related gutters for detached accessory buildings may encroach into a yard setback and drainage and utility easement up to 24 inches beyond the exterior walls of the building. Play and Recreational Facilities: Accessory structures and/or uses that are customary and incidental to the principal use of the site, including but not limited to swing sets, play structures, sand boxes, fire pits, skateboard ramps, batting cages, tennis courts, sport courts, swimming pools and their related aprons, and the like, intended for the enjoyment and convenience of the residents of the principal use and their guests. The variance proposed for the pickleball court is for a portion of a play and recreational facility within the front yard (in front of the furthest wall projection of the principal structure toward Old Rockford Road). The applicant establishes proposed practical difficulties with complying with this section of the ordinance in the attached variance narrative. The narrative explains that the wetlands on site make it difficult to move the court to the south or east of the site, and there are few locations on site for the flood plain mitigation that is required. Finally, the city will be asking for an additional seven feet of right-of-way on the north side of the site for Old Rockford Road, decreasing the size of the lot. 169 2023042 Page 8 Conditional Use Permit Section 21450.07 Subd. 3 indicates a conditional use permit is required for buildings in excess of height limitations, and the height limitation for this site is 35 feet. The applicant is requesting approval of a conditional use permit to allow for the construction of a building that is 45 feet in height. In addition to the general conditional use permit standards (attached), section 21450.07 of the zoning ordinance includes two specific standards for the Planning Commission to consider when reviewing the request: • For each additional five feet in height above 35 feet, the front and side-yard setback requirements shall be increased by one foot. As indicated in the previous table, the applicant has proposed additional setbacks on the front (north) property line and both the east and west sides of the development that exceed this requirement. • The construction cannot limit solar access to abutting and/or neighboring properties. The applicant has submitted an exhibit that identifies the anticipated shadowing impact on the adjacent properties on one day in December, March and June during the solstice. The exhibit shows different times throughout the day and indicates that the shadows from the building will not impact the homes north of Old Rockford Road with the exception of an hour after sunrise on December 22. Some shadowing around sunset in June does occur to the north. Staff finds the impact of the increased height acceptable. Staff used the attached conditional use permit standards to review the request and finds it would meet all of the applicable standards. Specifically, the proposed use: 1) Would be consistent with the comprehensive plan; 2) Would not endanger the public health or safety; 3) Would not be injurious to other properties in the vicinity or to the city as a whole; and 4) Would not impede the orderly development of surrounding properties. RECOMMENDATION: Community and Economic Development Department staff recommends approval of the site plan, rezoning, variances and conditional use permit that are associated with the development proposal to build 21 senior condominiums with underground parking and pickle ball court at 18035 Old Rockford Road. If new information is brought forward at the public hearing, staff may alter or reconsider its recommendation. 170 CITY OF PLYMOUTH RESOLUTION NO. 2023-263 RESOLUTION APPROVING A SITE PLAN, REZONING, VARIANCES AND CONDITIONAL USE PERMIT, DJR ARCHITECTURE. INC.,TO ALLOW FOR THE CONSTRUCTION OF A 3- STORY, 21 UNIT, SENIOR CONDOMINIUM BUILDING WITH UNDERGROUND PARKING AND AN OUTDOOR PICKLEBALL COURT AT 18035 OLD ROCKFORD ROAD (2023042) WHEREAS DJR Architecture, Inc. has requested the approval of a site plan, rezoning, variances and a conditional use permit to construct a 3-story, 21 unit, senior condominium building with underground parking and an outdoor pickleball court at 18305 Old Rockford Road, legally described as follows: Tracts A and B, Registered Land Survey No. 187, Hennepin County WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve the request by DJR Architecture, Inc., for site plan review, rezoning, variances and a conditional use permit to construct a 3-story, 21 unit, senior condominium building with underground parking and an outdoor pickleball court at 18305 Old Rockford Road , subject to the following findings and conditions: 1. A site plan is approved for the construction of a 3-story, 21-unit senior condominium building with underground parking, an outdoor pickleball court and related site improvements, in accordance with the plans received by the city on July 7, 2023, with subsequent information on September 9, 2023 except as amended by this resolution. 2. A rezoning from FRD (Future Restricted Development) to O (Office) is approved to accommodate the development of the project. 3. A variance of 4 feet 4 inches to the 15-foot wetland buffer structure setback on the south side of the site is approved with the finding that the request complies with all applicable variance standards. 4. A variance to allow a play and recreation facility (pickleball court) in the front yard, where a side or rear yard is required, is approved with the finding that the request complies with all applicable variance standards. 5. A conditional use permit is approved to allow a building to exceed 35 feet in the O district, to a height of 46 feet, with the finding that the proposal complies with all applicable conditional use permit standards. 171 Resolution 2023-263 File 2023042 Page 2 6. A separate demolition permit is required prior to removal of the existing buildings on site. 7. Senior condominium building shall be defined at 55+ years of age for the purposes of this project, as defined in City Code. The project shall enforce the 55+ restriction through a homeowner’s association and/or similar covenants and deed restrictions on the property. Prior to construction, city staff shall review the plan for these restrictions and ongoing enforcement. The restrictions must clearly define who can live on the subject property, how to handle inheritance of a unit by those under the age 55+, and address the 55+ exemption as outlined by HUD including: a. At least 80 percent of the units must have at least one occupant who is 55 years of age or older; and b. The facility or community must publish and adhere to policies and procedures that demonstrate the intent to operate as "55 or older" housing; and c. The facility or community must comply with HUD's regulatory requirements for age verification of residents. d. If the property owner ever changes the age restrictions of the home to include different age requirements, a conditional use permit amendment is required. 8. A separate building permit is required prior to commencement of the project. 9.Prior to issuance of the building permit, the applicant shall fulfill the requirements, submit the required information, and revise the plans as indicated below, consistent with the applicable city code, zoning ordinance, and engineering guidelines: a. Execute a site improvement performance agreement and submit a financial guarantee pursuant to section 21045.10 of the zoning ordinance. b. Obtain any required permits from other agencies including, but not limited to the Bassett Creek and Minnehaha Creek watershed district, Metropolitan Council Environmental Services, Minnesota Pollution Control Agency, Minnesota Department of Health, as well as the National Pollutant Discharge Elimination System (NPDES) permit. c. Obtain city approval of final construction plans. d. Obtain Sewer Availability Charge (SAC) determination letter from the Metropolitan Council. e. Receive approval of lighting plan, including: Provide calculation of lumens per square foot of parking lot or other hardscape area to be lighted on the lighting plan. Provide mounting height of all light fixtures – clarify/label MH = mounting height on plan. Provide Manufacturer cut sheets showing BUG (backlight, uplight, glare) rating of proposed light fixtures. Provide CCT - Correlated Color Temperature (cannot exceed 4100 K). Provide CRI - Color Rendering Index (shall be a minimum of 70). Provide house-side shielding of light fixtures (if located within 300 feet of residential property). Provide proposed lighting controls (to meet curfew requirements). f.Project needs Planning Approval prior to building permit. g. Lots required to be consolidated through Hennepin County prior to building permit 172 Resolution 2023-263 File 2023042 Page 3 h. Minimum floor elevation requirements shall be two feet above the 100-year flood elevation or three feet above the Ordinary High Water Level (OHWL) of public waters. i.Silt fence shall be installed prior to any grading or construction on the site. 10. Standard Conditions: a. No trees may be planted in the public right-of-way. b. Any rooftop/ground-mounted equipment shall be screened consistent with the requirements of section 21130.05 of the zoning ordinance to match the building. c. Any signage shall comply with section 21155 of the zoning ordinance and shall receive sign permits if required. d. The applicant shall remove any diseased or hazardous trees. e. The site shall remain in conformance with section 2025 of the city code regarding noise regulations. f.Retaining walls over 48" requires a separate building permit and minimum 42" high fence on top of the wall. g. Compliance with the city’s lighting regulations. h. Compliance with city’s landscaping regulations. i.Any subsequent phases or expansions are subject to required reviews and approvals per ordinance provisions. APPROVED by the City Council on this 10th day of October, 2023. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on October 10, 2023, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the corporate seal of the city this ________day of ___________________, _________. __________________________________ Jodi M. Gallup, City Clerk 173