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City Council Packet 03-30-2023
City Council 1 of 3 March 30, 2023 CITY OF PLYMOUTH AGENDA Regular City Council March 30, 2023, 5:30 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 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 March 14 Special March 14 Regular 6.2 Approve disbursements Check Register Report Check Register Report - UB Refunds Invoice Expense Distribution City Council Resolution 2023-085 6.3 Adopt ordinance amending Section 800 of the City Code concerning construction in streets, alleys and public grounds City Council Ordinance 2023-02 City Council Resolution 2023-086 6.4 Accept donation for Fire Department fitness equipment City Council Resolution 2023-087 1 City Council 2 of 3 March 30, 2023 6.5 Accept donation for Public Safety Department medical equipment City Council Resolution 2023-088 6.6 Approve temporary on-sale liquor licenses for Plymouth Civic League for events on May 12, 2023, June 16, 2023, July 14, 2023, August 25, 2023 and October 5, 2023 City Council Resolution 2023-089 City Council Resolution 2023-090 City Council Resolution 2023-091 City Council Resolution 2023-092 City Council Resolution 2023-093 6.7 Order and receive preliminary engineering report, order and approve plans and specifications, call for a public hearing, order advertisement for bids, declare costs to be assessed, order preparation of proposed assessments, and set public improvement and assessment hearings for the Nathan Lane Area Pavement Rehabilitation Project (ST249005) Preliminary Engineering Report City Council Resolution 2023-094 City Council Resolution 2023-095 City Council Resolution 2023-096 City Council Resolution 2023-097 City Council Resolution 2023-098 6.8 Approve submittal of Outdoor Recreation Grant application City Council Resolution 2023-099 7.PUBLIC HEARINGS 7.1 Hold public hearing and adopt resolution supporting application for the Department of Employment and Economic Development Minnesota Investment Fund program on behalf of CFMOTO Powersports, Inc. MIF Program Guidelines DEED Estimate of Financial Assistance (CFMOTO) City Council Resolution 2023-100 8.GENERAL BUSINESS 8.1 Approve final plat, assessment resolution, and development contract for Enclave Companies for “Bass Lake Plaza 6th Addition” for properties located west of Highway 169 and south of County Road 10 at Nathan Lane – 5750 Nathan Lane, and PID Numbers 01-118-22-42-0049, 01-118-22-42-0007, and 01-118-22-42-0010 (2023002) Location Map Final Plat Narrative Final Plat Civil Plans Preliminary Plat 2 City Council 3 of 3 March 30, 2023 Draft Development Contract City Council Resolution 2023-101 City Council Resolution 2023-102 8.2 Review and comment on a sketch plan request by Dietrich Development, LLC and JNA 55, LLC for a proposed mixed-use development located north of Highway 55, south of 10th Avenue, east of South Shore Drive and west of Revere Lane (2023008) Planning Commission Minutes Planning Commission Report Applicant Narrative and Site Graphics Resident Comments 8.3 Consider options for rental license action at 5820 Oakview Lane North Plymouth City Code 410 8.4 Update on short-term rental dwelling policy Short-Term Rental Survey 9.REPORTS AND STAFF RECOMMENDATIONS 10.ADJOURNMENT 3 Regular City Council March 30, 2023 Agenda Number:6.1 To:Dave Callister, City Manager Prepared by:Jodi Gallup, City Clerk/Administrative Coordinator Reviewed by:Maria Solano, Deputy City Manager 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: March 14 Special March 14 Regular 4 Proposed Minutes 1 of 2 Special Meeting of March 14, 2023 Proposed Minutes Special Council Meeting March 14, 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 March 14, 2023. PLYMOUTH COUNCIL PRESENT: Mayor Wosje, Councilmembers McGregor, Peterson, Willis, Gregor, Pointner, Davis. PLYMOUTH COUNCIL ABSENT: None. PLYMOUTH STAFF PRESENT: City Manager Callister, Deputy City Manager Solano, Public Works Director Thompson, Park and Recreation Director Tomlinson, Public Safety Director Fadden, Fire Chief Coppa, Human Resources Director Timpone, Finance Director Rich, Community and Economic Development Director Fernelius, Planning and Development Manager McGuire, Senior Planner Drill, and City Clerk/Administrative Coordinator Gallup. Council Strategic Workshop follow-up Council reviewed, discussed and agreed upon the shared commitments and strategic themes, which were drafted during the January 21 workshop. Receive update on the Former Prudential Site Planning and Development Manager McGuire provided background information on the site and presented an updated concept plan. Dan Salzer with Scannell Properties and Andy Bollig with Roers Company answered questions regarding the updated concept plan. Council provided feedback. The meeting recessed at 7 p.m. to move to the regular City Council meeting. The meeting reconvened at 8:41 p.m. Future Study Sessions The following changes were made to future study sessions: Schedule Plymouth Destination Marketing Organization (DMO) discussion on May 23 at 5 p.m. Schedule board and commission involvement with council discussion and beekeeping regulations discussion on June 13 at 5 p.m. Add Accessible Dwelling Units (ADUs) and Green Steps/sustainability to future pending study sessions list with date to be determined. 5 Proposed Minutes 2 of 2 Special Meeting of March 14, 2023 Adjournment Mayor Wosje adjourned the meeting at 8:48 p.m. Jodi M. Gallup, City Clerk/Administrative Coordinator 6 Proposed Minutes Page 1 of 5 Regular Meeting of March 14, 2023 Proposed Minutes Regular City Council Meeting March 14, 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 March 14, 2023. COUNCIL PRESENT: Mayor Wosje, Councilmembers Willis, McGregor, Davis, Peterson, Pointner, and Gregor. COUNCIL ABSENT: None. STAFF PRESENT: City Manager Callister, Deputy City Manager Solano, Public Safety Director Fadden, Fire Chief Coppa, Public Works Director Thompson, Finance Director Rich, Human Resources Director Timpone, Community and Economic Development Director Fernelius, Park and Recreation Director Tomlinson, Planning and Development Manager McGuire, Senior Planner Drill, Building Official Jenkins, City Attorney Mattick, and City Clerk/Administrative Coordinator Gallup. Plymouth Forum Steve Japps, 4570 Weston Lane N., provided an update on climate change for February 2023. Presentations and Public Information Announcements There were no presentations or public information announcements. Approval of Agenda Motion was made by Councilmember Gregor, and seconded by Councilmember Peterson, to approve the agenda. With all members voting in favor, the motion carried. Consent Agenda Item No. 6.12 was removed from the Consent Agenda and placed under Public Hearings as No. 7.2. Motion was made by Councilmember Pointner, and seconded by Councilmember Davis, to adopt the Consent Agenda that included the following items: (6.1)Adopt council minutes from regular meeting of February 28, 2023. (6.2)Resolution approving disbursements ending March 3, 2023 (Res2023-067). 7 Proposed Minutes Page 2 of 5 Regular Meeting of March 14, 2023 (6.3)Accept 2023 Work Plan for the Parks and Recreation Advisory Commission. (6.4)Resolution approving the filling of wetlands and the wetland replacement plan application for the Chankahda Trail Reconstruction Project – Phase 2 (ST230002) (Res2023-068). (6.5)Resolution approving temporary easement for the Hwy 169/36th Avenue Bridge Replacement Project (Res2023-069). (6.6)Resolution approving the bid and authorizing construction for the Zachary Playfield Pickleball Courts Construction (PR229005) and Bass Lake Playfield Courts and Parking Lot Reconstruction Project (PRN23001) (Res2023- 070). (6.7)Resolution approving concurrence with proposed watershed boundary changes (Res2023-071). (6.8)Resolution designating consulting engineer for the 36th Avenue Rehabilitation (ST260002) (Res2023-072). (6.9)Resolution to award the contract for 2023-2024 property and casualty insurance to the League of Minnesota Cities Insurance Trust (LMCIT) (Res2023-073); Resolution establishing limited clean-up and property damage protection for sewer back-ups and water main breaks for water and sewer customers (Res2023-074). (6.10) Resolution approving updates to Title VI program and language assistance plan for Plymouth Metrolink (Res2023-075). (6.11) Resolution approving engineering guidelines and standard detail specifications dated March 2023 (Res2023-076). (6.12) (This item was removed from the Consent Agenda and placed under Public Hearings as item No. 7.2). (6.13) Resolution authorizing an expenditure from the DWI Resource Planning Fund for technology upgrade (Res2023-077). (6.14) Resolution approving encroachment agreement for a shed on property located at 16100 5th Avenue North (Res2023-078). (6.15) Resolution authorizing a Memorandum of Understanding between the City of Plymouth and the National Insurance Crime Bureau (Res2023-079). (6.16) Resolution approving the purchase of a replacement body worn camera system (Res2023-080). (6.17) Resolution authorizing Plymouth city staff to execute all necessary documents to ensure Plymouth city participation in the multistate settlements relating to opioid supply chain participants, and in the Minnesota Opioids State-Subdivision Memorandum of Agreement (Res2023-081). With all members voting in favor, the motion carried. 8 Proposed Minutes Page 3 of 5 Regular Meeting of March 14, 2023 Public Hearings (7.1)Public hearing (continued from February 28) on partial easement vacation of Lot 13 Block 1, Mission Ponds Public Works Director Thompson stated the public hearing was continued from the February 28 City Council meeting to resolve a private utility conflict and added that staff has no concerns. Public Works Director Thompson also noted if approved, the vacation on the partial easement will create usable lots. Mayor Wosje closed the public hearing. Motion was made by Councilmember Willis, and Seconded by Councilmember McGregor, to adopt Resolution Approving the Vacation of a Portion of Drainage and Utility Easement of Lot 13, Mission Ponds (Res2023-082). With all members voting in favor, the motion carried. (7.2)Consider approving a Final Plat for Mission Ponds Homeowners Association for “Mission Ponds 3rd Addition” for property located at the northwest corner of Zachary Lane and 36th Avenue - PID No. 14-118-22-44-0137 (2023007) (previously item No. 6.12) City Council pulled this item from the consent agenda to create a proper sequence of events. It was noted that no public hearing is required for this item. Motion was made by Councilmember Peterson, and Seconded by Councilmember Pointner, to adopt Resolution approving a final plat for Mission Ponds Homeowners Association for “Mission Ponds 3rd Addition” for property located at the northwest corner of Zachary Lane and 36th Avenue – PID No. 14- 118-22-44-0137 (2023007) (Res2023-083). With all members voting in favor, the motion carried. General Business (8.1)Order preparation of an Alternative Urban Areawide Review (AUAR) for the former Prudential Insurance office campus site located at 13001 County Road 10 (2022083) Senior Planner Drill presented this item and explained the definition and requirements behind the AUAR, briefly discussed scenarios and provided a rough timeline of events moving forward. In response to questions from the Council, Senior Planner Drill provided the following information: Review is completed by the developer’s consultant, and the city will also have a consultant review it. The study investigates a multitude of potential issues. The AUAR is necessary due to the size and scope of the project, can analyze both scenarios, is required by the state and contains a 5-year review. Motion was made by Councilmember Willis, and seconded by Councilmember Davis, to adopt Resolution ordering preparation of an Alternative Urban Areawide Review (AUAR) for the former Prudential Insurance office campus site, 13001 County Road 10 (2022083) (Res2023-084). With all members voting in favor, the motion carried. 9 Proposed Minutes Page 4 of 5 Regular Meeting of March 14, 2023 (8.2)Discuss Short-Term Rental Dwelling Policy Mayor Wosje recognized and expressed his appreciation for the way law enforcement handled the fatal shooting incident that occurred on March 4. Community and Economic Development Director Fernelius presented this item. He stated there is limited information on the owner but noted the owner does have a rental license that was issued last fall. He explained the suspension and revocation process and noted there have not been any nuisance violations or complaints at this address or by the license holder prior to the March 4 incident. Per request of the Council, City Attorney Mattick explained this incident would typically be considered one violation. Traci Ohlenkamp, 5825 Oakview Lane North, expressed her concern with the safety of her neighborhood and suggested tougher rental laws. Amber Wychor, 5930 Oakview Lane North, is in favor of adopting restrictions that would put limitations on short-term rentals. Mollie Munz, 5935 Norwood Lane North, recommended a license suspension for this property and a review of the city’s current code. Bonnie Sheridan, 12520 58th Avenue N., requested the removal of short-term rentals and a residential notification when rental properties are approved. Michael Sheridan, 12520 58th Avenue N., echoed the previous comments and suggested looking at long- term regulations in the future. Matt Walzer, 5910 Oakview Lane N., expressed his frustration with the timing of any process or procedure to remove this license temporarily. City Attorney Mattick clarified the ordinance does require progressive discipline and there needs to be a number of violations in order to proceed with a suspension. He also recommended making sure that due process is followed. City Council discussed the ordinance in detail, provided a variety of suggestions, and recommended moving as swiftly as possible. In response to further questions from the Council, Community and Economic Development Director Fernelius and City Attorney Mattick provided the following information: City staff will continue to work on reviewing licensing regulations. Explained the appeal process for the property owner. Believed the house has been taken off-line from being rented. Law enforcement has been in contact with the property owner. Explained the difference between a residential and a commercial rental license. Notice will go out to property owner this week. 10 Proposed Minutes Page 5 of 5 Regular Meeting of March 14, 2023 Public Safety Director Fadden stated plain clothes officers are walking the neighborhood and he does not believe the residence is occupied. He added that a suspect has been formally charged. City Council agreed to put this item on the agenda for further direction and discussion at the next regular City Council meeting and requested staff revisit the licensing code and how the city can improve the safety of its residents. Mayor Wosje noted the next City Council meeting will be held on March 30th at 5:30 p.m. due to quorum issues. Reports and Staff Recommendations There were no Reports and Staff Recommendations. Adjournment Mayor Wosje adjourned the regular meeting at 8:41 p.m. and the council went into the city manager’s quarterly update in the Mooney Lake Room, which adjourned at 10 p.m. _________________________________________ Jodi Gallup, City Clerk/Administrative Coordinator 11 Regular City Council March 30, 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 03/17/23. 3.Budget Impact: N/A 4.Attachments: Check Register Report Check Register Report - UB Refunds Invoice Expense Distribution City Council Resolution 2023-085 12 Check Payment Register 03/04/2023 03/17/2023to 03/10/2023 $2,123.83 Check Date Paid:Amount: EFT MN Afscme Council #5 03/10/2023Inv. 2023-00000051 Total PriceItem Description $1,472.94 03/10/2023 Deduction Maintenance Union Dues $628.59 03/10/2023 Deduction CTP Union Dues $22.30 03/10/2023 Deduction AFSCME DUES W/ PEOPLE DED 03/10/2023 $1,516.82 Check Date Paid:Amount: EFT MN Child Support Payment Center 03/10/2023Inv. 2023-00000052 Total PriceItem Description $427.31 03/10/2023 Deduction Child Support $173.97 03/10/2023 Deduction Child Support $173.97 03/10/2023 Deduction Child Support $610.52 03/10/2023 Deduction Child Support $131.05 03/10/2023 Deduction Child Support 03/10/2023 $675.00 Check Date Paid:Amount: EFT Plymouth Professional Firefighters MN Local 515903/10/2023Inv. 2023-00000055 Total PriceItem Description $675.00 03/10/2023 Deduction Firefighter Union Dues 03/10/2023 $41,101.96 Check Date Paid:Amount: EFT BPAS 03/10/2023Inv. 2023-00000046 Total PriceItem Description $41,101.96 03/10/2023 Benefit VEBA HRA 03/17/2023 $41,822.55 Check Date Paid:Amount: EFT Metropolitan Council 02/28/2023Inv. F022823 Total PriceItem Description $41,822.55 Sewer Availability Charges/SAC Feb 2023 03/17/2023 $18,798.00 Check Date Paid:Amount: EFT MN Dept of Revenue 02/28/2023Inv. F031723 Total PriceItem Description $18,798.00 State, County and Transit tax - Feb 2023 03/06/2023 $462.33 Check Date Paid:Amount: EFT American Express 02/28/2023Inv. F022823 Total PriceItem Description $462.33 Credit fees Feb 2023 03/07/2023 $1,429.07 Check Date Paid:Amount: EFT Invoice Cloud 02/28/2023Inv. 182020232 Total PriceItem Description $1,429.07 Credit card fees Feb 2023 03/06/2023 $10,071.57 Check Date Paid:Amount: EFT Payment Service Network/Psn 03/02/2023Inv. 274068 Total PriceItem Description $10,071.57 Check/Credit Card processing - UB Feb 2023 03/06/2023 $4.05 Check Date Paid:Amount: EFT Payment Service Network/Psn 03/02/2023Inv. 274069 Total PriceItem Description $4.05 Check/Credit Card processing - UB Feb 2023 03/06/2023 $2.40 Check Date Paid:Amount: EFT Payment Service Network/Psn 03/02/2023Inv. 274070 Total PriceItem Description Page 1 of 36 3/21/2023 13 $2.40 Check processing PIC Feb 2023 03/06/2023 $3.75 Check Date Paid:Amount: EFT Payment Service Network/Psn 03/02/2023Inv. 274071 Total PriceItem Description $3.75 Check processing - P&R Feb 2023 03/06/2023 $4.95 Check Date Paid:Amount: EFT Payment Service Network/Psn 03/02/2023Inv. 274072 Total PriceItem Description $4.95 Check processing - Permits Feb 2023 03/06/2023 $50.65 Check Date Paid:Amount: EFT Payment Service Network/Psn 03/02/2023Inv. 274073 Total PriceItem Description $50.65 Check/Credit Card processing - Misc/Other Feb 2023 03/14/2023 $1,717.32 Check Date Paid:Amount: EFT Us Bank -Account Analysis & Billing 02/28/2023Inv. F022823 Total PriceItem Description $1,717.32 Analysis service charge - Feb 2023 03/17/2023 $1,159.67 Check Date Paid:Amount: EFT MN Dept of Revenue 02/28/2023Inv. F031723-1 Total PriceItem Description $1,159.67 Special Fuel Tax - Feb 2023 03/01/2023 $642.50 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Halverso Total PriceItem Description $203.00 MN Department of Health Food License $439.50 Skate School Lanyards 03/01/2023 $1,178.87 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Przybyls Total PriceItem Description $1,327.95 Registration for 5- Sewer class licensing ($149.08)Credit from previous statement 03/01/2023 $413.79 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Cwayna Total PriceItem Description $413.79 Community Engagement Purchases 03/01/2023 $386.54 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Solano Total PriceItem Description $386.54 Madden's on Gull Lake: MCMA Spring Conference 03/01/2023 $199.00 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Cotterma Total PriceItem Description $199.00 I9 Form Training 03/01/2023 $295.00 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Gallup Total PriceItem Description $140.00 LMC-MemberLearn Course(Peterson) & City Day on the Hill(Gregor) $20.00 LMC-Safety & Loss Control Workshop (K. Thompson) $10.00 City Manager's Monthly Subscription $125.00 IIMC Membership (Dorcy) 03/01/2023 $1,052.67 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Gottscha Total PriceItem Description $842.65 Council Meetings: Costco, Famous Dave's, Panera & Jimmy John's $39.98 Committee & Commissions Event: Amazon Party Supplies Page 2 of 36 3/21/2023 14 $125.00 IIMC Membership (Gottschalk) $45.04 Amazon: Vinyl for Council Name Plates 03/01/2023 $213.95 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Kastner Total PriceItem Description $213.95 Creative Market Membership, AP Stylebook license 03/01/2023 $796.50 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Timpone Total PriceItem Description $796.50 Training, HR Staff Retreat 03/01/2023 $66.13 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Volk Total PriceItem Description $66.13 Facebook ads, adapter, cable 03/01/2023 $1,608.49 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Goehring Total PriceItem Description $1,608.49 Training, horticulture society membership, robot parts 03/01/2023 $728.83 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Riley Total PriceItem Description $82.38 Supplies for PCC $499.00 Pitching mound for Fieldhouse $17.29 Supplies for PCC $26.58 Supplies for PCC $103.58 Supplies for PCC 03/01/2023 $1,411.71 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Rippe Total PriceItem Description $1,411.71 Office supplies, meeting supplies, training, subscription 03/01/2023 $1,288.20 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Swartzer Total PriceItem Description $1,288.20 Blooming Flower Paper 03/01/2023 $1,371.44 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Anderson Total PriceItem Description $362.72 KA Visa - Paper Direct - Recognition Event $63.16 KA Visa - Amazon - Recognition Event Decor $55.90 KA Visa - Amazon - Recognition Event Decor $214.66 KA Visa - Amazon - Recognition Event Decor $500.00 KA Visa - Medina Entertainment - Recognition Caterer Downpayment $175.00 KA Visa - STAX - PLEAA Dues 03/01/2023 $344.49 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Coopet Total PriceItem Description $344.49 Food for K9 Trials 03/01/2023 $4,417.32 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Johnson Total PriceItem Description $41.72 Gas for Squad 1720 $1,026.70 4Imprint -Recruiting $699.50 Handcuff Warehouse- Recruiting $900.00 BCA Training for Whiteford, Lynch, Goodwin $831.06 BCA Training for Whiteford, Lynch, Goodwin- Lodging $872.25 4imprint- Recruiting $46.09 Amazon-Wash bay items Page 3 of 36 3/21/2023 15 03/01/2023 $587.20 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Kuhnly Total PriceItem Description $587.20 Property Room Supplies 03/01/2023 $3,225.89 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Kuklok Total PriceItem Description $115.00 Feb 23 Visa FBI NA dues $794.25 Feb 23 Visa Patrol go bags $2,316.64 Feb 23 Visa SWAT SOTA, etc. 03/01/2023 $905.50 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Whitefor Total PriceItem Description $640.50 Negotiator Development $265.00 Investigator Training 03/01/2023 $9,963.97 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Wilson Total PriceItem Description $4,830.00 TASER Cartridges $300.00 MNJOA Conference $300.00 MNJOA Conference $300.00 MNJOA Conference $316.37 Hampton Inn lodging for conference $275.00 NASRO Conference $2,940.75 Holiday Inn Lodging for conference $626.85 STORM warrant writing $75.00 DMT-G Recert-Beauchane 03/01/2023 $3,211.85 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Baker Total PriceItem Description $25.75 phone holder $29.53 food-fire academy $1,289.00 confrence registeration $995.60 conference airfair $29.95 training supplies $13.64 fitness room supplies $168.56 training supplies $400.00 training class registerations $114.95 training room supplies $105.89 training supplies $38.98 space heater 03/01/2023 ($213.00)Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Browen Total PriceItem Description ($213.00)AWWA Membership credit, LMC Workshop 03/01/2023 $1,064.71 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Keith Total PriceItem Description $203.98 Bibs, airfare, food for training $860.73 Bibs, airfare, food for training 03/01/2023 $150.00 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Payne Total PriceItem Description $150.00 CAD Class - Bendiske 03/01/2023 $183.36 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Stromber Total PriceItem Description $183.36 Food - Public Education Page 4 of 36 3/21/2023 16 03/01/2023 $91.37 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Rosemey Total PriceItem Description $91.37 Canvas print 03/01/2023 $382.83 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Fadden Total PriceItem Description $200.00 AMEM - Annual Dues $142.83 OMC Smokehouse, Duluth: Lunch for staff while in Duluth for mtg $40.00 Holiday Station - Fuel for Squad 1733- Trip to Duluth PD 03/01/2023 $130.50 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Coppa Total PriceItem Description $21.48 Menards- Shovel for hydrants $25.76 Cub Foods- Food for swearing in $8.00 MN State Parking- State Capital Parking $38.69 Caribou- Coffee for swearing in $36.57 Amazon- Training Books 03/01/2023 $2,753.23 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Dreelan Total PriceItem Description $112.16 Office supplies, new station $54.00 Kitchen/office supplies -new station $123.19 Office supplies, new station $794.00 Coffee equipment, new EOC/Training room $30.73 Office supplies, new station $97.98 Water filter system-new station $87.86 Water filter system-new station $290.00 Public education supplies $983.08 Public education supplies $138.71 Repair current coffee maker $41.52 Key Lock box 03/01/2023 $570.00 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-McKenzie Total PriceItem Description $150.00 U of M Cont Learning - Zea $340.00 Hennepin County Utility Permit $20.00 McKenzie LMC Training - Safety and Loss Control Workshop $20.00 Riegel League of MN Cities Training - Safety and Loss Control Wo $20.00 Scharenbroich League of MN Cities Training - Safety and Loss Con $20.00 Zea League of MN Cities Training - Safety and Loss Control Works 03/01/2023 $853.34 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Whalen Total PriceItem Description $98.02 Elmar's NY Pizza - Planning Commissioners Training $50.00 Urban Land Institute- Kenny Niemeyer - Member Registration $50.00 EDAM - Elena Fransen - 2023 Winter Conference $48.00 SLUC - Monthly Meeting 2/22/23 - Shawn Drill $82.32 Panera Bread - Welcome meeting for Grant Fernelius $425.00 AMBO MN - Membership Dues for Tyson Jenkins $20.00 LMC - 2023 Safety & Loss Control Workshop - Janet Nelson $20.00 LMC - 2023 Safety & Loss Control Workshop - Shawn Drill $60.00 LMC - 2023 Safety & Loss Control Noraas, Vinkemeier & Bartley 03/01/2023 $578.55 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Koch Total PriceItem Description $189.98 Dicks - Viva Las Vegas Event Prizes $250.00 MNFEA Conference Registration 2023 $57.97 Amazon - Sweetheart Soiree supplies $80.60 Party City - Sweetheart Soiree supplies Page 5 of 36 3/21/2023 17 03/01/2023 $1,446.78 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Fram Total PriceItem Description $78.84 Cub Foods - Senior Program Supplies $45.03 Lowes - Dance Program Supplies $30.00 Cub Foods - Senior Program Supplies $28.94 Goodwill - Senior Program Supplies $9.99 Homegoods - Senior Program Supplies $113.40 Target - Senior Program Supplies $250.00 Paypal - Minnesota Festival and Events Conference Registration $149.90 Amazon - Senior Program Supplies $8.99 Cub Foods - Senior Program Supplies $706.69 Amazon - Music Program Supplies $25.00 MN- Recreation and Park Association - Training 03/01/2023 $400.00 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Lauer Total PriceItem Description $400.00 Program supplies, Fire & Ice giftcards 03/01/2023 $4,321.43 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Mosack Total PriceItem Description $2,440.74 Dance Recital Costumes $1,834.75 Dance Recital Costumes $45.94 Fitness program supplies - resistance bands 03/01/2023 $62.22 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Swenson Total PriceItem Description $62.22 Webstaurant Store - Pie Containers 03/01/2023 $1,477.82 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Yandell Total PriceItem Description $947.78 Hoigaards snow shoe equipment for programs $65.60 Cub foods: snacks for childcare for Viva Las Vegas Event $124.44 Papa John's pizza for child care for Viva Las Vegas event $340.00 How Sweet it is desserts for Viva Las Vegas Event 03/01/2023 $5,485.60 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Hemp Total PriceItem Description $100.00 MRPA-Customer Service Training $3,885.89 Merchology-Employee Clothing $468.00 Survey Monkey - Annual Fee $687.00 Amazon-Special Event Supplies $99.99 Otter-Meeting Minutes $33.96 Amazon-Office Supplies $210.76 Soundtrack-Music for events and PCC 03/01/2023 $5,361.73 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Pearson Total PriceItem Description $22.56 Target- Sweetheart Soiree Event Supplies $210.00 National Mah Jongg League- 2023 Mah Jongg Cards $100.00 Conquer Ninja Warrior- Park All Day Field Trip Deposit $59.34 Fun Express- Craft for Sweetheart Soiree $19.98 Amazon- Sweetheart Soiree Supplies $144.78 Amazon- Sweetheart Soiree Supplies $743.75 Starburst Arts- Deposit for Kids Fest Entertainment $618.00 PayPal- DJ Aaron Strawn- Sweetheart Soiree $187.50 St. Paul Saints- Park All Day Field Trip Deposit $330.00 US Casino Rentals- Viva Las Vegas Event- Extra Tables $1,612.80 Ally Restaurants- Rock Elm Tavern- Catering- Viva Las Vegas $210.31 Costco- Snacks for Sweetheart Soiree Page 6 of 36 3/21/2023 18 $6.71 Target- Sweetheart Soiree Supplies $1,096.00 Mount Kato- High School Ski Trip- 2/10 03/01/2023 $7,880.93 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Reed Total PriceItem Description $80.00 IAFCI membership for fire investigation $18.81 Glass markers ($27.00)TLO for INV $108.15 Covert phones for SIU $380.00 2 Carts for sally port and garage $3,091.79 New digital forensic equipment $4,229.18 Homicide inv Gun residue 03/01/2023 $4,925.05 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Topp Total PriceItem Description $664.66 Medical Supplies-Bound Tree $492.04 Recruiting Supplies/Registrations $3,157.97 Department Training $381.93 K9 Trial Supplies/Food $228.45 CSO Supplies-animal chip reader 03/01/2023 $660.00 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Maloylo Total PriceItem Description $640.00 Hamline course $20.00 Safety & Loss Control Workshop 03/01/2023 $54.54 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Baumann Total PriceItem Description $43.81 Tabs for 1714, 1720, & 1721 $10.73 Refreshments for Joan Nelson's reception 03/01/2023 $152.05 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Dobmeier Total PriceItem Description $152.05 Home Depot bill, small tools for shop 03/01/2023 $898.05 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Hanson Total PriceItem Description $56.99 Supplies, employee development $59.98 Supplies, employee development $164.97 Supplies, employee development $353.34 Supplies, employee development $262.77 Supplies, employee development 03/01/2023 $56.99 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Krekelbe Total PriceItem Description $56.99 Reception supplies - J Nelson 03/01/2023 $4,432.94 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Leiseth Total PriceItem Description $420.00 BitWarden - Password Safe IT $35.95 Amazon - Wireless display adapter PW $85.13 Amazon - Batteries laptops IT $18.98 Amazon - Hdmi Cable (creek - lumo) $39.48 Amazon - USB drives, IPad Screen Protector - PM $24.00 Google Monthly $2,099.93 Devloutions - Remote Desktop Mgr Maint IT 1/31/23 - 1/31/24 $432.00 Risevision - creek Time Dome Maintenance 2/5/23 - 2/5/24 $659.40 Asana Maint - 2/7/23 - 2/7/24 $31.99 Amazon - Laptop bag - Jared G Page 7 of 36 3/21/2023 19 $91.37 hulu Monthly $180.00 Duo Monthly $106.45 Apple Developer Maint - 2/9/23 - 2/9/24 $208.26 Azure Professional Services 03/01/2023 $19.98 Check Date Paid:Amount: EFT Us Bank Visa 02/15/2023Inv. F021523-Windschi Total PriceItem Description $19.98 Office Supplies 03/10/2023 $2,000.00 Check Date Paid:Amount: 156084 CAMPUS CRE PARTNERS LLC 03/01/2023Inv. 00345491 Total PriceItem Description $2,000.00 Refund - Bond - B2021043 03/10/2023 $611.38 Check Date Paid:Amount: 156085 CAMPUS CRE PARTNERS LLC 03/03/2023Inv. 00345490 Total PriceItem Description $611.38 Refund - Bond - BE2021018 03/10/2023 $1,394.81 Check Date Paid:Amount: 156086 HOGAN HOLDINGS 84 LLC 03/03/2023Inv. 00345488 Total PriceItem Description $1,394.81 Refund - Bond - BE2022004 03/10/2023 $2,000.00 Check Date Paid:Amount: 156087 HOGAN HOLDINGS 84 LLC 03/01/2023Inv. 00345489 Total PriceItem Description $2,000.00 Refund - Bond - B2022007 03/10/2023 $325.00 Check Date Paid:Amount: 156088 Jasmine Leach 03/07/2023Inv. Import - 15669 Total PriceItem Description $325.00 Park and Rec Refund 03/10/2023 $863.25 Check Date Paid:Amount: 156089 A-1 Outdoor Power Inc 03/02/2023Inv. 529184 Total PriceItem Description $863.25 Shaft trimmers #6155, #6156, #6157 03/10/2023 $270.39 Check Date Paid:Amount: 156090 ABM Equipment & Supply LLC 02/22/2023Inv. 0173386IN Total PriceItem Description $270.39 Brake lines, fittings, washers - #5020 03/10/2023 $1,905.50 Check Date Paid:Amount: 156091 Ace Lock & Safe Co Inc 02/21/2023Inv. A104322 Total PriceItem Description $1,487.50 Repair roof access door - CH 03/03/2023Inv. A104357 Total PriceItem Description $418.00 Replace closer on work room door - FS2 03/10/2023 $398.00 Check Date Paid:Amount: 156092 Acme Tools 01/09/2023Inv. 10834834 Total PriceItem Description $249.00 Milwaukee M18 high output battery pack 02/28/2023Inv. 11001899 Total PriceItem Description $149.00 Dewalt Impact Driver 03/10/2023 $167.75 Check Date Paid:Amount: 156093 Action Fleet Inc 02/28/2023Inv. I5794 Total PriceItem Description $167.75 Ceramic heater - C-1 03/10/2023 $2,340.00 Check Date Paid:Amount: 156094 Action Radio & Communications LLC Page 8 of 36 3/21/2023 20 02/21/2023Inv. I17939 Total PriceItem Description $1,560.00 BATT LI-PO 3400 MAH portable batteries 02/22/2023Inv. I17944 Total PriceItem Description $780.00 BATT LI-PO 3400 MAH portable batteries 03/10/2023 $541.45 Check Date Paid:Amount: 156095 Advanced Irrigation Inc 03/02/2023Inv. 211981 Total PriceItem Description $541.45 Snow removal Mar 2023 03/10/2023 $97.50 Check Date Paid:Amount: 156096 Alliant Engineering Inc 02/16/2023Inv. 73306 Total PriceItem Description $97.50 Kilmer and 36th Intersection Study 03/10/2023 $503.25 Check Date Paid:Amount: 156097 Alta Falls & Pond Supplies 11/22/2022Inv. 601961 Total PriceItem Description $503.25 Millennium Garden fire repair 03/10/2023 $4,987.33 Check Date Paid:Amount: 156098 Ancom Communications Inc 02/24/2023Inv. 113446 Total PriceItem Description $4,987.33 Improve radio communication at PCC 03/10/2023 $274.08 Check Date Paid:Amount: 156099 Andy's Lawncare 03/01/2023Inv. 33893 Total PriceItem Description $274.08 Snow removal Mar 2023 03/10/2023 $495.00 Check Date Paid:Amount: 156100 ARC Document Solutions Llc/Riot Creative Imaging02/21/2023Inv. 54MNI9057328 Total PriceItem Description $495.00 Plotter Maintenance Feb 2023 03/10/2023 $118.25 Check Date Paid:Amount: 156101 Aspen Mills 02/24/2023Inv. 309501 Total PriceItem Description $118.25 Jacket, belt - K Svoboda 03/10/2023 $1,208.00 Check Date Paid:Amount: 156102 Athletica Sports Systems, Inc. 02/27/2023Inv. 418807 Total PriceItem Description $1,208.00 Tempered glass - PIC 03/10/2023 $44,777.50 Check Date Paid:Amount: 156103 B's Lawn & Landscapes / Lee Brown 02/22/2023Inv. 3514 Total PriceItem Description $44,777.50 Snow removal for Feb 22 & 23 03/10/2023 $3,971.58 Check Date Paid:Amount: 156104 Beaudry Oil & Service, Inc 02/22/2023Inv. 2289425 Total PriceItem Description $3,971.58 Full synthetic 5W40 720 Quarts, grease 03/10/2023 $181.50 Check Date Paid:Amount: 156105 Benefit Extras, Inc. 03/06/2023Inv. 114183 Total PriceItem Description $181.50 Cobra & Retiree Admin Fee Feb 2023 03/10/2023 $544.90 Check Date Paid:Amount: 156106 Best Outdoor Services 03/01/2023Inv. 25143 Total PriceItem Description $544.90 Snow plowing - Mar 2023 Page 9 of 36 3/21/2023 21 03/10/2023 $5,372.05 Check Date Paid:Amount: 156107 Bound Tree Medical LLC 02/06/2023Inv. 65152176 Total PriceItem Description $5,220.90 Medical supplies 02/21/2023Inv. 65174616 Total PriceItem Description $151.15 EMS supplies - FS2 03/10/2023 $657.51 Check Date Paid:Amount: 156108 Camfil USA, Inc. 02/17/2023Inv. 30366622 Total PriceItem Description $657.51 HVAC filters 03/10/2023 $242.39 Check Date Paid:Amount: 156109 CDW Government Inc 02/15/2023Inv. GT98228 Total PriceItem Description $242.39 Plantronics Voyager 5200 Headset 03/10/2023 $60.78 Check Date Paid:Amount: 156110 Centerpoint Energy 02/24/2023Inv. F022423 Total PriceItem Description $42.17 Gas acct 117602896 - Kingswood Farm LS 02/27/2023Inv. F022723 Total PriceItem Description $18.61 Gas bill acct 116555343 - FS2 03/10/2023 $1,344.00 Check Date Paid:Amount: 156112 Ceramic Sow / Adama Sow 02/28/2023Inv. F022823 Total PriceItem Description $1,344.00 Wheel Pottery Classes - 2/1-2/22/23 03/10/2023 $581.48 Check Date Paid:Amount: 156113 Chevrolet of Wayzata 02/27/2023Inv. 344957 Total PriceItem Description $59.66 Cable spord - Unit #382 02/27/2023Inv. 344987 Total PriceItem Description $22.93 Connector - Unit #4008 03/01/2023Inv. 345016 Total PriceItem Description $77.11 Gasket & seal - #4008 03/03/2023Inv. 345052 Total PriceItem Description $36.78 Gaskets, seal - Unit #4008 02/14/2023Inv. 875961 Total PriceItem Description $385.00 Reprogram TM53 Module - Unit #370 03/10/2023 $157.92 Check Date Paid:Amount: 156114 Cintas Corporation 02/27/2023Inv. 5147276578 Total PriceItem Description $157.92 Medical Cabinet Resupply - PS 03/10/2023 $120.66 Check Date Paid:Amount: 156115 Cintas Corporation 02/20/2023Inv. 4147119453 Total PriceItem Description $60.33 Janitorial supplies - PIC 02/27/2023Inv. 4147766234 Total PriceItem Description $60.33 Janitorial supplies - PIC 03/10/2023 $46,403.50 Check Date Paid:Amount: 156116 Cloud Cabling Inc 03/06/2023Inv. 9424 Page 10 of 36 3/21/2023 22 Total PriceItem Description $46,403.50 Installation of cellular system (PIC) 03/10/2023 $7,186.78 Check Date Paid:Amount: 156117 Compass Minerals/North American Salt 01/23/2023Inv. 1121203 Total PriceItem Description $7,186.78 Road salt 84.93 tons 03/10/2023 $13,546.25 Check Date Paid:Amount: 156118 Confluence Inc. 02/23/2023Inv. 25665 Total PriceItem Description $13,546.25 Prudential Park Planning 03/10/2023 $1,327.14 Check Date Paid:Amount: 156119 Core & Main LP 02/13/2023Inv. S342744 Total PriceItem Description $1,327.14 8x15 Repair clamps 03/10/2023 $61.01 Check Date Paid:Amount: 156120 Cub Foods 02/28/2023Inv. 107 Total PriceItem Description $50.87 Recognition event supplies 03/05/2023Inv. 256 Total PriceItem Description $10.14 Concession supplies - PIC 03/10/2023 $10,260.34 Check Date Paid:Amount: 156121 DLT Solutions LLC 02/28/2023Inv. SI599744 Total PriceItem Description $6,162.60 Architecture Eng & Constr Maintenance Contract 4/15/23 - 4/14/24 $4,097.74 Architecture Eng & Construction Maint 4/15/20 - 4/14/21 03/10/2023 $12,978.74 Check Date Paid:Amount: 156122 Dts/Definitive Technology 01/29/2023Inv. 493110555 Total PriceItem Description $6,489.37 DTS Copier Maintenance - Monthly 1/22/23-2/22/23 02/26/2023Inv. 495446106 Total PriceItem Description $6,489.37 DTS Copier Maintenance - Monthly 2/22/23-3/22/23 03/10/2023 $416.28 Check Date Paid:Amount: 156123 Dts/Definitive Technology 02/28/2023Inv. INV250547 Total PriceItem Description $416.28 Printer maint 2/22/23-3/21/23, Overage 1/22/23-2/21/23 03/10/2023 $264.00 Check Date Paid:Amount: 156124 Easy Crafts LLC 02/28/2023Inv. F022823 Total PriceItem Description $264.00 Painting Party 1/29/23 03/10/2023 $825.40 Check Date Paid:Amount: 156125 ECM Publishers Inc 02/23/2023Inv. 934834 Total PriceItem Description $71.40 Publication - 2023 CDBG Funding 02/23/2023Inv. 934835 Total PriceItem Description $148.75 Publication - 2022 CDBG/AAP 03/02/2023Inv. 935931 Total PriceItem Description $142.85 Publication - SWPPP 03/02/2023Inv. 935932 Total PriceItem Description $379.10 Publication - Chankahda Trail Bids 03/02/2023Inv. 935934 Page 11 of 36 3/21/2023 23 Total PriceItem Description $83.30 Publication - 2023 CDBG Action 03/10/2023 $270.00 Check Date Paid:Amount: 156126 Edam Economic Development Assoc of MN 02/24/2023Inv. 12126 Total PriceItem Description $270.00 Professional Development Conference - C McGuire 03/10/2023 $3,702.15 Check Date Paid:Amount: 156127 Emergency Apparatus Maintenance Inc 02/23/2023Inv. 126353 Total PriceItem Description $1,812.47 Scenelights - #48 (E-11) & #51 (E-21) 01/31/2023Inv. 126552 Total PriceItem Description $370.92 Super LED LINZ6 red - #0049 (E-22) 02/28/2023Inv. 126674 Total PriceItem Description $1,518.76 Seat sensor, motor driver - #48 (E-11) 03/10/2023 $2,121.80 Check Date Paid:Amount: 156128 Kelly Energy Management Solutions Inc 03/01/2023Inv. 10596 Total PriceItem Description $2,121.80 Energy Management Consulting - Feb 2023 03/10/2023 $15,687.92 Check Date Paid:Amount: 156129 Enterprise Fm Trust 03/03/2023Inv. FBN4691954 Total PriceItem Description $869.06 Unit 59 Ford Expedition $576.62 Unit 1743 Chevy Traverse $498.32 Unit 1735 Chevy Traverse $493.94 Unit 1738 Chevy Traverse $498.32 Unit 1737 Chevy Traverse $2,247.75 Unit 1736 Chevy Traverse $698.09 Unit 1740 Ford F250 $498.32 Unit 1734 Chevy Traverse $976.67 Unit 1078 Ford Squad $989.32 Unit 1079 Ford Squad $967.64 Unit 1074 Ford Squad $998.75 Unit 1076 Ford Squad $972.86 Unit 1075 Ford Squad $970.65 Unit 1073 Ford Squad $978.68 Unit 1077 Ford Squad $485.70 Unit 1741 Ford Escape $517.63 Unit 1742 Ford Escape $796.21 Unit 1733 Chevy Tahoe $653.39 Unit 1739 Chrysler Voyager 03/10/2023 $913.89 Check Date Paid:Amount: 156130 Eyemed/Fidelity Security Life Insurance Company02/22/2023Inv. 165677400 Total PriceItem Description $900.75 Vision Insurance Premium ID 1008850 - Mar 2023 02/22/2023Inv. 165678936 Total PriceItem Description $13.14 Cobra & Retiree Admin Fee Mar 2023 03/10/2023 $266.35 Check Date Paid:Amount: 156131 Factory Motor Parts Co 02/27/2023Inv. 18416308 Total PriceItem Description $4.70 Wiper blades - #1721 03/02/2023Inv. 18427659 Total PriceItem Description $52.24 Filters - stock 02/27/2023Inv. 70516994 Total PriceItem Description $5.57 Wiper blades - #4021 Page 12 of 36 3/21/2023 24 02/27/2023Inv. 70517018 Total PriceItem Description $117.28 Battery - Unit #5020 03/01/2023Inv. 70517431 Total PriceItem Description $48.30 Multi purpose grease 03/02/2023Inv. 70517589 Total PriceItem Description $14.06 Fuel filter, oil filter - stock 03/06/2023Inv. 70517872 Total PriceItem Description $24.20 Filter - stock 03/10/2023 $20.41 Check Date Paid:Amount: 156132 Fastenal Company 02/23/2023Inv. MNPLY139589 Total PriceItem Description $20.41 HCS 5/16-18X1 1/4 Z5 03/10/2023 $114.22 Check Date Paid:Amount: 156133 Forklifts of Minnesota Inc 03/03/2023Inv. 01P9323160 Total PriceItem Description $114.22 Rod end kit-squeegee - Unit #789 03/10/2023 $90.00 Check Date Paid:Amount: 156134 Christina Gillespie 02/28/2023Inv. 3 Total PriceItem Description $90.00 HRA Specialist Consultant 2/21/23 03/10/2023 $325.35 Check Date Paid:Amount: 156135 Gopher State One-Call, Inc. 02/28/2023Inv. 3020689 Total PriceItem Description $325.35 Locates - Feb 2023 03/10/2023 $315.00 Check Date Paid:Amount: 156136 Government Finance Off. Assoc./GFOA 03/03/2023Inv. 3102977 Total PriceItem Description $315.00 Understanding Government Compensation & Payroll - A Rich 03/10/2023 $567.20 Check Date Paid:Amount: 156137 Grainger 02/15/2023Inv. 9605570986 Total PriceItem Description $170.18 Water cooler filter, fire extinguisher 02/15/2023Inv. 9609315172 Total PriceItem Description $3.75 MS #12-24m Zinc plated 1/2" 02/15/2023Inv. 96099315164 Total PriceItem Description $11.53 Notice sign 02/21/2023Inv. 9615826766 Total PriceItem Description $108.69 Cordless spotlight, 20V Max battery 02/22/2023Inv. 9617538864 Total PriceItem Description $4.04 MS #12-24m Zinc plated 3/4" 02/23/2023Inv. 9619598502 Total PriceItem Description $30.36 Reading glasses 03/02/2023Inv. 9627072920 Total PriceItem Description $127.53 8 pocket cooler, wipes 03/03/2023Inv. 9627984769 Total PriceItem Description $111.12 Spray paint Page 13 of 36 3/21/2023 25 03/10/2023 $1,180.36 Check Date Paid:Amount: 156138 Great Lakes Coca-Cola Distribution LLC 03/03/2023Inv. 3613218502 Total PriceItem Description $1,255.36 Concession supplies - PIC 03/03/2023Inv. 3613218503 Total PriceItem Description ($75.00)Return cylinder deposit 03/10/2023 $325.83 Check Date Paid:Amount: 156139 Green Stuff Outdoor Services 03/01/2023Inv. 426525 Total PriceItem Description $325.83 Snow removal Mar 2023 03/10/2023 $735.45 Check Date Paid:Amount: 156140 Hamel Lumber Inc 02/02/2023Inv. 153693 Total PriceItem Description $189.00 Stakes, lathe 02/23/2023Inv. 153825 Total PriceItem Description $253.50 mail boxes, plates, paper boxes, house numbers 02/24/2023Inv. 153831 Total PriceItem Description $137.96 Mailboxes, plates 02/28/2023Inv. 153856 Total PriceItem Description $154.99 mail boxes, paper boxes 03/10/2023 $1,410.00 Check Date Paid:Amount: 156141 Hawkins Ash CPAs LLP 03/06/2023Inv. 3172805 Total PriceItem Description $310.00 Client #1505080.2 - Monthly Accounting Services - Plymouth HRA $1,100.00 REAC Unaudited Submission 03/10/2023 $11,501.13 Check Date Paid:Amount: 156142 Hawkins Inc 03/01/2023Inv. 6413733 Total PriceItem Description $11,501.13 Azone- 15 EPA CWTP Chemicals 03/10/2023 $100.26 Check Date Paid:Amount: 156143 John Hayes 02/22/2023Inv. F022223 Total PriceItem Description $100.26 Reimburse damaged mailbox 03/10/2023 $200.00 Check Date Paid:Amount: 156144 Hennepin County Fire Chiefs Association 03/10/2023Inv. F031023 Total PriceItem Description $200.00 2023 Dues 03/10/2023 $29.00 Check Date Paid:Amount: 156145 Hennepin County Treasurer 03/01/2023Inv. 1000203396 Total PriceItem Description $29.00 Monthly Support Mar 2023 03/10/2023 $6,970.77 Check Date Paid:Amount: 156146 Hennepin County Treasurer 01/04/2023Inv. 1000196937 Total PriceItem Description $6,970.77 Monthly MDC Charges - Dec 2022 03/10/2023 $7.50 Check Date Paid:Amount: 156147 Hennepin County Treasurer 03/03/2023Inv. 1000203841 Total PriceItem Description $7.50 View recorded documents - Housing 03/10/2023 $15.00 Check Date Paid:Amount: 156148 Hennepin County Treasurer 03/03/2023Inv. 1000203774 Page 14 of 36 3/21/2023 26 Total PriceItem Description $15.00 View recorded documents - Parks 03/10/2023 $310.00 Check Date Paid:Amount: 156149 Hillyard Inc -Minneapolis 02/28/2023Inv. 700537186 Total PriceItem Description $310.00 Repaired actuator - PIC 03/10/2023 $1,111.18 Check Date Paid:Amount: 156150 Home Depot 03/03/2021Inv. 0013429 Total PriceItem Description $35.31 Paint brushes 03/02/2023Inv. 1013261 Total PriceItem Description $70.08 Totes, electrical supplies, penlight 03/02/2023Inv. 1013363 Total PriceItem Description $68.45 Clamps, cable ties 12/12/2022Inv. 1971303 Total PriceItem Description $193.35 Pliers, drill bits, wrenches, sockets, steel 03/02/2023Inv. 1973607 Total PriceItem Description $56.90 Lashing strap, jaw pliers 02/28/2023Inv. 3012917 Total PriceItem Description $73.89 Totes, extractor set, pliers, mag holder 02/28/2023Inv. 3012918 Total PriceItem Description $13.20 Adapters, PVC pipe 02/28/2023Inv. 3012930 Total PriceItem Description $71.22 Paint pail, rollers, brushes 02/28/2023Inv. 3012988 Total PriceItem Description $3.81 Small dimension fuse 02/28/2023Inv. 3012989 Total PriceItem Description $14.91 Screw extractor, drill bit 02/28/2023Inv. 3012997 Total PriceItem Description $24.97 Trash bags 02/28/2023Inv. 3064681 Total PriceItem Description $78.47 Cable ties, squeegee, hose reel 02/16/2023Inv. 5011144 Total PriceItem Description $281.90 Ripping bar, line reel, breaker bar, hex set, knife, deicer 02/14/2023Inv. 7010757 Total PriceItem Description $69.35 Trim rollers, flat black paint 03/05/2023Inv. 8013741 Total PriceItem Description $55.37 Electrical supplies, wrench set, bucket 03/10/2023 $256.88 Check Date Paid:Amount: 156151 Hotsy Minnesota 02/14/2023Inv. 16078 Total PriceItem Description $256.88 Hose, hose jumper - #785 03/10/2023 $50.36 Check Date Paid:Amount: 156152 Isc/Industrial Supply Co Inc/Bearing&Power 03/01/2023Inv. 80281001 Page 15 of 36 3/21/2023 27 Total PriceItem Description $50.36 Oil seals - Unit #5021 03/10/2023 $195.00 Check Date Paid:Amount: 156153 John's Auto Electric Inc 02/28/2023Inv. F022823 Total PriceItem Description $195.00 New alternator - #5020 03/10/2023 $714.50 Check Date Paid:Amount: 156154 K&S Engraving 02/22/2023Inv. 12590 Total PriceItem Description $26.00 Locker Name Plates - Friese, Williams 02/28/2023Inv. 12601 Total PriceItem Description $13.50 Dorm nameplate - Navai 03/01/2023Inv. 12602 Total PriceItem Description $675.00 Acrylic plaques 03/10/2023 $799.00 Check Date Paid:Amount: 156155 Kidd Plumbing Inc 03/02/2023Inv. 13319 Total PriceItem Description $799.00 Repaired water heater - Rink C 03/10/2023 $315.00 Check Date Paid:Amount: 156156 Kidzart / Creating Art Inc 03/02/2023Inv. 1398 Total PriceItem Description $315.00 Alcohol ink platter class 2/27/23 03/10/2023 $2,792.40 Check Date Paid:Amount: 156157 Killmer Electric Company Inc 03/02/2023Inv. W20004 Total PriceItem Description $330.00 Clean & adjust cameras at intersection - Peony & Schmidt 03/02/2023Inv. W20039 Total PriceItem Description $672.00 Locate signal wire on NE & SE corner - Old Rockford & Vicksburg 03/02/2023Inv. W20047 Total PriceItem Description $456.44 Repaired Luminaire on the NW Corner - NW Blvd & Schmidt 03/02/2023Inv. W20049 Total PriceItem Description $309.48 Replace green LED signal - Hwy 55 & Ind Pk 03/02/2023Inv. W20051 Total PriceItem Description $254.48 Replace green ball LED - Cheshire Ln & Carl 03/02/2023Inv. W20057 Total PriceItem Description $770.00 Reset traffic signal - Co Rd 47 & Peony Ln 03/10/2023 $3,144.13 Check Date Paid:Amount: 156158 Kodiak Power Systems, Inc / Michael Prouix 02/24/2023Inv. KPS1210 Total PriceItem Description $3,144.13 Repair Mission Hill LS pencil fuel nozzles & fuel line 03/10/2023 $828.00 Check Date Paid:Amount: 156159 Konecta LLC 03/02/2023Inv. 3813 Total PriceItem Description $828.00 Annual maintenance agreement - Cell Amplification System 03/10/2023 $480.00 Check Date Paid:Amount: 156160 Kriss Premium Products Inc 03/01/2023Inv. 182205 Total PriceItem Description $480.00 Chemical treatment for evap/condensers - PIC 03/10/2023 $90.00 Check Date Paid:Amount: 156161 Lee Ann Landstrom Page 16 of 36 3/21/2023 28 03/02/2023Inv. F030223 Total PriceItem Description $90.00 Travelogue presentation 3/28/23 03/10/2023 $8,175.69 Check Date Paid:Amount: 156162 Lano Equipment Inc 02/22/2023Inv. 01976881 Total PriceItem Description $6,800.00 Loader Rental - Contract #165328 2/18-3/18/23 02/28/2023Inv. 03978178 Total PriceItem Description $885.69 BPA - Handle, Joystick - stock 03/02/2023Inv. 03978733 Total PriceItem Description $490.00 Cylinder - Unit #5059 03/10/2023 $4,000.00 Check Date Paid:Amount: 156163 Lexipol, LLC 01/01/2023Inv. INVPRA112710 Total PriceItem Description $4,000.00 Custom Article, ROS Banner, Roll Call eNewsletter Insertions 03/10/2023 $5,273.50 Check Date Paid:Amount: 156164 Lorenz Bus Service Inc. 02/24/2023Inv. 41714 Total PriceItem Description $734.25 Motorcoach - Welch Village 2/24/23 02/24/2023Inv. 41715 Total PriceItem Description $1,235.00 Motorcoach - 2/24/23 02/24/2023Inv. 41716 Total PriceItem Description $1,101.50 Motorcoach - Afton Alps 2/24/23 02/24/2023Inv. 41717 Total PriceItem Description $1,468.50 Motorcoach - Welch Village 2/24/23 02/24/2023Inv. 41718 Total PriceItem Description $734.25 Motorcoach - Welch Village 2/24/23 03/10/2023 $675.00 Check Date Paid:Amount: 156165 Michelle Luna 03/03/2023Inv. 5 Total PriceItem Description $675.00 HRA Specialist Consultant 2/27/23-3/3/23 03/10/2023 $1,147.32 Check Date Paid:Amount: 156166 Lunseth Lawn Care Professionals LLC 03/01/2023Inv. 114005 Total PriceItem Description $1,147.32 Snow removal services 03/10/2023 $5,884.31 Check Date Paid:Amount: 156167 Macqueen Equipment/Emergency 03/01/2023Inv. P08642 Total PriceItem Description $209.56 Latch, lift & turn - #38 (L-31) 02/27/2023Inv. P12337 Total PriceItem Description $3,887.40 MSA GX2 Smart cylinder holder 02/28/2023Inv. P12416 Total PriceItem Description $1,787.35 MSA G1 4 PT Head harnesses 03/10/2023 $19,800.00 Check Date Paid:Amount: 156168 Magic Turf Inc. 02/24/2023Inv. 17324 Total PriceItem Description $19,800.00 Snow removal for Feb 22 & 23 03/10/2023 $6,563.10 Check Date Paid:Amount: 156169 Matt's Lawn And Landscape LLC Page 17 of 36 3/21/2023 29 03/01/2023Inv. 39646 Total PriceItem Description $1,773.10 Snow plowing - PW 03/02/2023Inv. 39675 Total PriceItem Description $2,550.00 Snow removal Feb 2023 - Bus shelters 03/02/2023Inv. 39676 Total PriceItem Description $2,240.00 Snow removal Feb 2023 - ST73 03/10/2023 $156.01 Check Date Paid:Amount: 156170 Mead Brothers Inc. 02/28/2023Inv. 3456 Total PriceItem Description $156.01 Snow removal Mar 2023 03/10/2023 $273.09 Check Date Paid:Amount: 156171 Midway Ford 02/27/2023Inv. 761110 Total PriceItem Description $343.09 Lamp assembly - Unit #1714 02/22/2023Inv. CM759191 Total PriceItem Description ($70.00)Core return 03/10/2023 $1,051.25 Check Date Paid:Amount: 156172 Midwest Wetland Improvements LLC 03/02/2023Inv. 1159 Total PriceItem Description $1,051.25 WR220004 - Plymouth Creek Bank Stabilization - Design 03/10/2023 $50.00 Check Date Paid:Amount: 156173 MRI Software LLC / Hab Housing Software Solutions02/28/2023Inv. MRIUS1357179 Total PriceItem Description $50.00 Rental History Report - Feb 2023 03/10/2023 $464.72 Check Date Paid:Amount: 156174 Municipal Emergency Svcs/MES Inc 03/03/2023Inv. IN1840378 Total PriceItem Description $464.72 Custom Matex hoses 03/10/2023 $138.92 Check Date Paid:Amount: 156175 Napa Genuine Auto Parts Co 02/20/2023Inv. 2349825989 Total PriceItem Description $76.08 Diatomaceous earth 02/24/2023Inv. 2349826364 Total PriceItem Description $31.32 Lamp - stock 03/06/2023Inv. 2349827298 Total PriceItem Description $31.52 Cylinder stroke - Unit #5059 03/10/2023 $657.00 Check Date Paid:Amount: 156176 Nardini Fire Equipment Co Inc 03/01/2023Inv. IV00233148 Total PriceItem Description $657.00 UL Certified Monitoring Annual Fee - Parkers Lake Pavilion 03/10/2023 $58.50 Check Date Paid:Amount: 156177 Natural Health Haven LLC/Heidi Neubauer 03/03/2023Inv. 2366 Total PriceItem Description $58.50 Meditation Basics class 03/10/2023 $2,041.66 Check Date Paid:Amount: 156178 NFP Corporate Services MN Inc 03/02/2023Inv. 7913 Total PriceItem Description $2,041.66 Consulting Services Feb 2023 03/10/2023 $92.00 Check Date Paid:Amount: 156179 Northern Sanitary/Norsan Page 18 of 36 3/21/2023 30 03/02/2023Inv. 206366 Total PriceItem Description $92.00 Gloves 03/10/2023 $1,715.65 Check Date Paid:Amount: 156180 Northwest Associated Consultants, Inc./NAC 03/03/2023Inv. 26216 Total PriceItem Description $1,715.65 Tech Assistance-City Center Zoning - Feb 23 03/10/2023 $3,631.40 Check Date Paid:Amount: 156181 Nuss Truck And Equipment 03/01/2023Inv. 4741035P Total PriceItem Description $3,187.72 UNT-RR201454633941 RR Carrier - #288 02/28/2023Inv. 4741048P Total PriceItem Description $306.06 Dosage valve - #298 03/01/2023Inv. 4741258P Total PriceItem Description $124.04 Oil seals - #288 03/01/2023Inv. 4741266P Total PriceItem Description $13.58 Bolt kit - #288 03/10/2023 $156.74 Check Date Paid:Amount: 156182 Office Depot 02/27/2023Inv. 294130270001 Total PriceItem Description $52.63 Wireless mouse, calculator, envelopes 02/28/2023Inv. 294642461001 Total PriceItem Description $60.73 Certificate holders, staples, name badges 02/28/2023Inv. 295342167001 Total PriceItem Description $43.38 Brochure holders 03/10/2023 $185.00 Check Date Paid:Amount: 156183 Office Greens, LLC 02/28/2023Inv. 7739 Total PriceItem Description $185.00 Interior Plant Leasing Feb 2023 - CH 03/10/2023 $137.80 Check Date Paid:Amount: 156184 Oil-Air Products LLC 02/23/2023Inv. 727073001 Total PriceItem Description $130.10 Filters - stock 03/03/2023Inv. 727589001 Total PriceItem Description $7.70 Claw coupling 03/10/2023 $133.23 Check Date Paid:Amount: 156185 Oxygen Service Company 02/28/2023Inv. 0003547006 Total PriceItem Description $133.23 Cylinder rental 03/10/2023 $159.75 Check Date Paid:Amount: 156186 Perry's Truck Repair 02/27/2023Inv. 54808 Total PriceItem Description $159.75 Fuel & filter solenoid, plow side power/ground harness - #5048 03/10/2023 $1,824.00 Check Date Paid:Amount: 156187 Pilates MN 02/24/2023Inv. F022423 Total PriceItem Description $456.00 Pilates reformer instruction 1/10-2/14/23 02/24/2023Inv. F022423-1 Total PriceItem Description $456.00 Pilates reformer instruction 1/12-2/16/23 Page 19 of 36 3/21/2023 31 02/24/2023Inv. F022423-2 Total PriceItem Description $912.00 Pilates reformer instruction 1/11-2/15/23 03/10/2023 $500.00 Check Date Paid:Amount: 156188 Plymouth West View Estates, LLC 03/03/2023Inv. F030323 Total PriceItem Description $500.00 Permanent Easement 03/10/2023 $679.90 Check Date Paid:Amount: 156189 Pollard Water 03/03/2023Inv. 0231373 Total PriceItem Description $679.90 4-1/2 FNST x 2-1/2 MNST SIA WYE 03/10/2023 $1,403.00 Check Date Paid:Amount: 156190 Precise Mrm LLC 02/23/2023Inv. 2001041329 Total PriceItem Description $1,403.00 Pooled Data - Streets Jan 2023 03/10/2023 $149.30 Check Date Paid:Amount: 156191 Proscape Maintenance Inc 02/27/2023Inv. 3054 Total PriceItem Description $149.30 Snow plowing Feb 2023 03/10/2023 $124.80 Check Date Paid:Amount: 156192 R&R Specialties of Wisconsin Inc 03/01/2023Inv. 0078362IN Total PriceItem Description $124.80 Water pump belt - PIC 03/10/2023 $120.00 Check Date Paid:Amount: 156193 Real Time Translations Inc/Rtt 03/03/2023Inv. 116630 Total PriceItem Description $120.00 Minutes 2/16-2/28/23 03/10/2023 $6,200.27 Check Date Paid:Amount: 156194 Reliable Plus/Lube-Tech & Partners LLC 02/24/2023Inv. 3144448 Total PriceItem Description $1,442.39 Hydraulic oil 03/06/2023Inv. 3150620 Total PriceItem Description $4,757.88 Gear oil 03/10/2023 $1,784.19 Check Date Paid:Amount: 156195 Republic Services #894 02/25/2023Inv. 0894006116826 Total PriceItem Description $1,784.19 Waste/Recycling Feb 2023 - PIC 03/10/2023 $8,342.75 Check Date Paid:Amount: 156196 Revolutionary Sports LLC 03/03/2023Inv. 0350 Total PriceItem Description $8,342.75 Sports Programs Feb 2023 03/10/2023 $8,044.91 Check Date Paid:Amount: 156197 Revspring Inc 03/01/2023Inv. INV1325236 Total PriceItem Description $8,044.91 UB Statement processing, printing & postage Feb 2023 03/10/2023 $2,520.00 Check Date Paid:Amount: 156198 Richards Tennis 02/27/2023Inv. 178 Total PriceItem Description $2,520.00 Pickleball ladder 1/7-2/25 03/10/2023 $148.00 Check Date Paid:Amount: 156199 Roadkill Animal Control / Curtis A Finch 02/28/2023Inv. F022823 Total PriceItem Description $148.00 Dead animal removal Feb 2023 Page 20 of 36 3/21/2023 32 03/10/2023 $5,088.00 Check Date Paid:Amount: 156200 Schmitty & Sons School Busses, Inc./Gray Line MN03/03/2023Inv. INV24276 Total PriceItem Description $5,088.00 4 x Motorcoach - Trollhaugen 3/4/23 03/10/2023 $1,665.00 Check Date Paid:Amount: 156201 Michele Schnitker 03/02/2023Inv. 2 Total PriceItem Description $1,665.00 Consulting Services 1/3-2/10/23 03/10/2023 $200.00 Check Date Paid:Amount: 156202 Vlad Shashkin 02/24/2023Inv. F022423 Total PriceItem Description $200.00 Reimbursement of mailbox damage - 5805 Juneau Ln N 03/10/2023 $347.87 Check Date Paid:Amount: 156203 Shwaders Lawn Care And Landscape 03/01/2023Inv. 45616 Total PriceItem Description $347.87 Snow removal services 03/10/2023 $4,505.00 Check Date Paid:Amount: 156204 Solid Surface Care Inc 02/18/2023Inv. 746705 Total PriceItem Description $4,505.00 Concrete coatings, tile & grout restoration - ST73 03/10/2023 $2,688.00 Check Date Paid:Amount: 156205 Sports Unlimited 02/28/2023Inv. F022823 Total PriceItem Description $2,688.00 Sports camps Feb 2023 03/10/2023 $100.00 Check Date Paid:Amount: 156206 State of Minnesota 03/01/2023Inv. 2022M133085 Total PriceItem Description $100.00 EPCRA Fee - PIC 03/10/2023 $1,668.83 Check Date Paid:Amount: 156207 Streicher's Inc 02/22/2023Inv. I1618498 Total PriceItem Description $1,581.86 Badges - two tone, full color seal 02/24/2023Inv. I1618884 Total PriceItem Description $86.97 Citation holders 03/10/2023 $1,287.36 Check Date Paid:Amount: 156208 Suburban Tire Wholesale Inc 02/24/2023Inv. 10192719 Total PriceItem Description $1,287.36 Eagle enforcer tires - stock 03/10/2023 $9,500.00 Check Date Paid:Amount: 156209 Suburban Transit Association 02/28/2023Inv. F022823 Total PriceItem Description $9,500.00 2023 Suburban Transit Association Membership Dues 03/10/2023 $875.00 Check Date Paid:Amount: 156210 T&D Landscape Inc 03/02/2023Inv. I230302203 Total PriceItem Description $425.00 Plow & sidewalks - Valor Place units 03/02/2023Inv. I230302204 Total PriceItem Description $225.00 Plow & sidewalks - 3315 Garland Ln 03/02/2023Inv. I230302205 Total PriceItem Description $225.00 Plow & sidewalks - 3325 Garland Ln 03/10/2023 $177.52 Check Date Paid:Amount: 156211 Terminal Supply Company Page 21 of 36 3/21/2023 33 02/27/2023Inv. 2302600 Total PriceItem Description $177.52 Pigtails, cable ties 03/10/2023 $150.00 Check Date Paid:Amount: 156212 The Loft Literary Center 02/10/2023Inv. 00228172 Total PriceItem Description $150.00 Kids Guide to Writing Short Stories 2/10/23 03/10/2023 $234.50 Check Date Paid:Amount: 156213 Timesaver Off Site Secretarial 02/28/2023Inv. M28034 Total PriceItem Description $234.50 Planning Commission Minutes - 2/15/23 03/10/2023 $78.67 Check Date Paid:Amount: 156214 Toll Company 03/03/2023Inv. 10501887 Total PriceItem Description $35.99 Propane Delivery Check charge 02/28/2023Inv. 40170473 Total PriceItem Description $42.68 Cylinder rental 03/10/2023 $20.75 Check Date Paid:Amount: 156215 Towmaster Inc 02/08/2023Inv. 457035 Total PriceItem Description $20.75 Connector - stock 03/10/2023 $21,900.00 Check Date Paid:Amount: 156216 Traffic Control Corporation 02/23/2023Inv. 141821 Total PriceItem Description $21,900.00 Signal Detection Cameras - 27th & Fernbrook 03/10/2023 $13,851.00 Check Date Paid:Amount: 156217 Transportation Collaborative & Consultants LLC02/28/2023Inv. 220563 Total PriceItem Description $13,851.00 Prudential Site - Traffic Study 03/10/2023 $633.60 Check Date Paid:Amount: 156218 Twin Cities Dots And Pop LLC 03/03/2023Inv. I230303914 Total PriceItem Description $633.60 Concession supplies - PIC 03/10/2023 $8,786.38 Check Date Paid:Amount: 156219 Valley Rich Co Inc 01/01/2023Inv. 31729 Total PriceItem Description $8,786.38 Watermain Repair @ 12505 24th Ave 03/10/2023 $9,305.51 Check Date Paid:Amount: 156220 Verizon Wireless 02/25/2023Inv. 9928651275 Total PriceItem Description $8,302.99 MDC's 2/26/23-3/25/23 Acct 986687379-00001 02/25/2023Inv. 9928651276 Total PriceItem Description $1,002.52 Cell phone Acct 986687379-00002 2/26-3/25/23 03/10/2023 $525.00 Check Date Paid:Amount: 156221 Vermont Systems Recreation & Parks Software02/27/2023Inv. VS007341 Total PriceItem Description $525.00 Rectrac Server Move 03/10/2023 $718.96 Check Date Paid:Amount: 156222 Water Conservation Services Inc 03/02/2023Inv. 13028 Total PriceItem Description $718.96 Leak locates 2/6-2/16/23 03/10/2023 $928.02 Check Date Paid:Amount: 156223 The Watson Company Page 22 of 36 3/21/2023 34 03/02/2023Inv. 132375 Total PriceItem Description $928.02 Concession supplies - PIC 03/10/2023 $70,978.75 Check Date Paid:Amount: 156224 WSB & Associates 02/24/2023Inv. R01685800014 Total PriceItem Description $187.50 Maple Creek Drainage Improvement Project thru 1/31/23 02/24/2023Inv. R01871500011 Total PriceItem Description $8,201.75 Eng Design Services - Bass Lake Estates Stream Restor 1/31/23 02/24/2023Inv. R0211070006 Total PriceItem Description $1,365.00 2023 Sanitary Sewer Lining - Design & Const. Services 1/31/23 03/07/2023Inv. R0212980005 Total PriceItem Description $56,125.25 2023 Pavement Rehabilitation Design Services 1/31/23 02/24/2023Inv. R0218380003 Total PriceItem Description $3,605.50 Prudential Site Sanitary Sewer Flow Monitoring 1/31/23 02/24/2023Inv. R0218450003 Total PriceItem Description $228.75 Prudential Site - AUAR Review thru 1/31/23 02/24/2023Inv. R0221250001 Total PriceItem Description $750.00 Well 4,5 &16 Design, Bidding and Construction Services thru 1/31 02/24/2023Inv. R0221260001 Total PriceItem Description $515.00 Reservoir High Service Pumps Rehabilitation thru 1/31/23 03/10/2023 $43,112.75 Check Date Paid:Amount: 156225 Xcel Energy 02/22/2023Inv. 817085273 Total PriceItem Description $4,822.01 Traffic Signals Acct 5168562158 02/22/2023Inv. 817095567 Total PriceItem Description $6,109.74 City Parks Acct 5150974955 02/22/2023Inv. 817174189 Total PriceItem Description $35.85 Traffic signal Acct 5100141595870 02/22/2023Inv. 817201083 Total PriceItem Description $10.48 Traffic signal Acct 5100142603395 03/07/2023Inv. 817453287 Total PriceItem Description $32,134.67 Electric acct 5167107940 03/10/2023 $79.00 Check Date Paid:Amount: 156226 Dave Anderson 02/28/2023Inv. F022823 Total PriceItem Description $79.00 Reimburse expenses - MPPOA Legislative Conf 03/10/2023 $2,215.00 Check Date Paid:Amount: 156227 City of Wayzata 03/07/2023Inv. F030723 Total PriceItem Description $2,215.00 Tax, title, and license for 4024 03/10/2023 $607.88 Check Date Paid:Amount: 156228 Dave Durenberger 03/03/2023Inv. F030323 Total PriceItem Description $607.88 Reimbursement for hotel - Use of Force Conference 5/8-5/12/23 03/10/2023 $565.00 Check Date Paid:Amount: 156229 Steven Thomas Page 23 of 36 3/21/2023 35 02/28/2023Inv. F022823 Total PriceItem Description $565.00 Reimburse expenses - Training Scottsdale AZ 5/8-5/12/23 03/17/2023 $60.00 Check Date Paid:Amount: 156234 * Interfaith Outreach 03/10/2023Inv. Import - 15671 Total PriceItem Description $60.00 Park and Rec Refund 03/17/2023 $9,430.35 Check Date Paid:Amount: 156235 Games Wayzata High School Boys Hockey Games03/13/2023Inv. Import - 15672 Total PriceItem Description $1,368.00 Park and Rec Refund 03/13/2023Inv. Import - 15673 Total PriceItem Description $3,121.40 Park and Rec Refund 03/13/2023Inv. Import - 15674 Total PriceItem Description $1,483.80 Park and Rec Refund 03/13/2023Inv. Import - 15675 Total PriceItem Description $408.75 Park and Rec Refund 03/13/2023Inv. Import - 15676 Total PriceItem Description $3,048.40 Park and Rec Refund 03/17/2023 $342.90 Check Date Paid:Amount: 156236 MELCO REMODELING INC 03/13/2023Inv. 00345822 Total PriceItem Description $342.90 Refund - Permit - P202300226 03/17/2023 $2,675.00 Check Date Paid:Amount: 156237 Ace Lock & Safe Co Inc 03/09/2023Inv. A104378 Total PriceItem Description $2,675.00 Replace lever functions, deadbolts, power transfer on doors 03/17/2023 $169.00 Check Date Paid:Amount: 156238 Acme Tools 03/09/2023Inv. 11036314 Total PriceItem Description $169.00 Milwaukee grease gun 03/17/2023 $2,208.67 Check Date Paid:Amount: 156239 Action Fleet Inc 03/03/2023Inv. I5819 Total PriceItem Description $1,334.11 Laptop set up - J Waddick 03/08/2023Inv. I5836 Total PriceItem Description $696.96 Install antennas for Cradlepoint upgrade #1064 03/08/2023Inv. I5837 Total PriceItem Description $177.60 Computer power tamer, parts, labor - #1064 03/17/2023 $524.00 Check Date Paid:Amount: 156240 Advantage Emblem Inc 03/13/2023Inv. 0633666IN Total PriceItem Description $524.00 Police patches for uniforms 03/17/2023 $374.13 Check Date Paid:Amount: 156241 Alex Air Apparatus Inc 02/28/2023Inv. INV47400 Total PriceItem Description $374.13 Firefighter boots - Svoboda 03/17/2023 $6,102.49 Check Date Paid:Amount: 156242 Alliant Engineering Inc 03/08/2023Inv. 73450 Page 24 of 36 3/21/2023 36 Total PriceItem Description $5,699.99 Kilmer and 36th Intersection Study 2/28/23 03/14/2023Inv. 73504 Total PriceItem Description $402.50 Signal Justification Report 2/28/23 - Vicksburg & 55th Ave 03/17/2023 $4,130.59 Check Date Paid:Amount: 156243 Aspen Mills 02/21/2023Inv. 309364 Total PriceItem Description $249.84 ID Placards for vest carriers 03/03/2023Inv. 309885 Total PriceItem Description $216.45 T-shirts, boots - J Bolstad 03/03/2023Inv. 309888 Total PriceItem Description $113.90 Pants - A Waidlich 03/03/2023Inv. 309889 Total PriceItem Description $199.95 Boots - C Garcia 03/03/2023Inv. 309890 Total PriceItem Description $144.80 Vest, name tag, cap - C Garcia 03/03/2023Inv. 309891 Total PriceItem Description $14.85 Name tag - K Svoboda 03/03/2023Inv. 309892 Total PriceItem Description $178.35 Jacket, vest, name tag - B Duncan 03/03/2023Inv. 309893 Total PriceItem Description $49.00 T-shirts - A Hawks 03/03/2023Inv. 309894 Total PriceItem Description $49.00 T-shirts - D Pulemjotov 03/03/2023Inv. 309895 Total PriceItem Description $480.53 Shirts, t-shirts, shorts, vest, gloves, name tag - A Etzel 03/03/2023Inv. 309896 Total PriceItem Description $262.31 T-shirts, shorts, vest, jacket, name tag - K Wolfe 03/03/2023Inv. 309897 Total PriceItem Description $101.10 Jacket, name tag - R Coppa 03/03/2023Inv. 309898 Total PriceItem Description $178.35 Jacket, vest, name tag - S Baker 03/03/2023Inv. 309899 Total PriceItem Description $253.33 Fleece, jacket, vest, name tag - S Chismar 03/03/2023Inv. 309900 Total PriceItem Description $49.00 T-shirts - J Friese 03/03/2023Inv. 309901 Total PriceItem Description $232.63 Fleece, vest, gloves, name tag - G Jurek 03/03/2023Inv. 309902 Total PriceItem Description $49.00 T-shirts - R Williams 03/03/2023Inv. 309903 Total PriceItem Description Page 25 of 36 3/21/2023 37 $174.97 Boots, shorts - R Eickhoff 03/03/2023Inv. 309904 Total PriceItem Description $106.43 T-shirts, pants, shorts - A Hawks 03/03/2023Inv. 309905 Total PriceItem Description $84.65 Pants, t-shirts, cap - D Pulemjotov 03/10/2023Inv. 310306 Total PriceItem Description $199.20 Jacket, boots - A Kragthorpe 03/10/2023Inv. 310307 Total PriceItem Description $143.80 Jacket, name tag, cap - N Navai 03/10/2023Inv. 310308 Total PriceItem Description $208.73 Pants, jacket, cap, name tag - J Friese 03/10/2023Inv. 310309 Total PriceItem Description $144.66 T-shirts, cap, fleece - M Anderson 03/10/2023Inv. 310310 Total PriceItem Description $49.00 T-shirts - A Waidlich 03/10/2023Inv. 310311 Total PriceItem Description $196.76 Pants, t-shirt, shorts, belt, cap - M Milner 03/17/2023 $72,646.74 Check Date Paid:Amount: 156244 Best Outdoor Services 03/06/2023Inv. 1 Total PriceItem Description $72,646.74 Bass Lake Estates 2nd Addition Stream Restoration Project - Cons 03/17/2023 $205,293.88 Check Date Paid:Amount: 156245 Bolton & Menk Consulting Engineers 02/28/2023Inv. 0307949 Total PriceItem Description $708.63 2022 Vicksburg Supplemental Agreement 2/3/23 02/28/2023Inv. 0307950 Total PriceItem Description $68,165.00 2023 City Center Rehab Design Services 02/28/2023Inv. 0307951 Total PriceItem Description $56,584.00 Nathan Area Pavement Rehabilitation Engineering Services 02/28/2023Inv. 0307952 Total PriceItem Description $15,234.50 2023 Vicksburg Landscaping 02/28/2023Inv. 0307953 Total PriceItem Description $21,530.50 Design Engineering - Birchwood Estates Reconstruction 02/28/2023Inv. 0307954 Total PriceItem Description $43,071.25 2023 Gleason Lake Drive and Carlson Parkway Improvements Project 03/17/2023 $2,225.66 Check Date Paid:Amount: 156246 Bound Tree Medical LLC 03/01/2023Inv. 65185901 Total PriceItem Description $2,225.66 EMS supplies 03/17/2023 $18,511.50 Check Date Paid:Amount: 156247 C & S Blacktopping Inc 02/28/2023Inv. 45591 Total PriceItem Description $6,783.00 Snow removal 2/21-2/22/23 03/01/2023Inv. 45612 Total PriceItem Description Page 26 of 36 3/21/2023 38 $11,728.50 Snow plowing 2/23-2/24/23 03/17/2023 $293.80 Check Date Paid:Amount: 156248 Canteen Refreshment Services 03/10/2023Inv. MSP64887 Total PriceItem Description $293.80 Concession supplies - PIC 03/17/2023 $8,243.18 Check Date Paid:Amount: 156249 CDW Government Inc 03/02/2023Inv. HD05711 Total PriceItem Description $8,243.18 Apple 10.9 Ipad w/cell 256GB - PM 03/17/2023 $3,988.94 Check Date Paid:Amount: 156250 Centurylink/Lumen 02/24/2023Inv. 0629129787 Total PriceItem Description $3,988.94 Internet 1/24/-2/23/22, Loop 2/24/22-3/23/22 03/17/2023 $778.05 Check Date Paid:Amount: 156251 Centurylink/Lumen 02/25/2023Inv. F0225238335 Total PriceItem Description $359.10 Phone line 763-553-8335 02/25/2023Inv. F0225239793 Total PriceItem Description $59.85 Phone line 763-553-9793 02/28/2023Inv. F0228230138 Total PriceItem Description $179.55 Phone line 753-450-0138 02/28/2023Inv. F0228230230 Total PriceItem Description $119.70 Phone Line 763-450-0230 02/28/2023Inv. F0228233648 Total PriceItem Description $59.85 Phone Line 763-450-3648 03/17/2023 $10,234.82 Check Date Paid:Amount: 156252 Cigna Group Insurance/Lina 03/01/2023Inv. 15526030123 Total PriceItem Description $10,234.82 March Life Insurance, AD/D, STD, LTD Premium Mar 2023 03/17/2023 $71.51 Check Date Paid:Amount: 156253 Cintas Corporation 03/03/2023Inv. 5148022302 Total PriceItem Description $71.51 Medical Cabinet Resupply - FS3 03/17/2023 $55,614.00 Check Date Paid:Amount: 156254 Cloud Cabling Inc 03/09/2023Inv. 9431 Total PriceItem Description $55,614.00 PCC - Cellular communication system 03/17/2023 $245.00 Check Date Paid:Amount: 156255 Cole Papers Inc. 01/12/2023Inv. 10246418 Total PriceItem Description $245.00 SCBA gear decontamination detergent 03/17/2023 $220.95 Check Date Paid:Amount: 156256 Colorid LLC 02/13/2023Inv. 276750 Total PriceItem Description $220.95 Non magnetic ribbons & cards 03/17/2023 $534.41 Check Date Paid:Amount: 156257 Comcast 03/05/2023Inv. F030523 Total PriceItem Description $534.41 Internet/Cable CH, PS, CMCI, PIC, PCC 3/10-4/9/23 03/17/2023 $1,156.40 Check Date Paid:Amount: 156258 Constantine Dance Classes, Inc. 03/11/2023Inv. F031123 Page 27 of 36 3/21/2023 39 Total PriceItem Description $1,156.40 Partner Dancing for all Occasions 2/18-3/11/23 03/17/2023 $130.57 Check Date Paid:Amount: 156259 Cub Foods 03/11/2023Inv. 99 Total PriceItem Description $20.28 Concession supplies - PIC 02/28/2023Inv. F022823 Total PriceItem Description $23.45 Community Conversation supplies 03/07/2023Inv. F030723 Total PriceItem Description $81.77 Sgt. interview supplies 03/08/2023Inv. F030823 Total PriceItem Description $5.07 Concession supplies - PIC 03/17/2023 $283.50 Check Date Paid:Amount: 156260 ECM Publishers Inc 03/02/2023Inv. 935933 Total PriceItem Description $283.50 Publication - Well Maintenance Bid 03/17/2023 $785.06 Check Date Paid:Amount: 156261 Electronic Communication Systems Llc/Ecsi 03/07/2023Inv. 23020682 Total PriceItem Description $785.06 Service call - Avigilon upgrade 03/17/2023 $396.56 Check Date Paid:Amount: 156262 Emergency Apparatus Maintenance Inc 03/02/2023Inv. 126704 Total PriceItem Description $226.68 Super LED series 600 Red - #43 03/02/2023Inv. 126918 Total PriceItem Description $169.88 ROM switch kit - #51 03/17/2023 $185.12 Check Date Paid:Amount: 156263 Factory Motor Parts Co 03/08/2023Inv. 70518169 Total PriceItem Description $185.12 Redi-sensor variant 6 - #5018 03/17/2023 $42.23 Check Date Paid:Amount: 156264 Fastenal Company 03/08/2023Inv. MNPLY139815 Total PriceItem Description $42.23 Fasteners 03/17/2023 $63.18 Check Date Paid:Amount: 156265 Ferguson Waterworks 03/08/2023Inv. 9942708 Total PriceItem Description $3.65 1-1/2 EPOX PLTD ADJ STD Clevis Hgr 03/08/2023Inv. 9942950 Total PriceItem Description $60.75 1-1/2Z/PLT SPLT RNG HGR 3/8 BT 03/10/2023Inv. CM961753 Total PriceItem Description ($1.22)Credit for invoice 9942708 03/17/2023 $183.92 Check Date Paid:Amount: 156266 Finance And Commerce 03/02/2023Inv. 745110149 Total PriceItem Description $183.92 Bid ad - 2023 Well Maintenance Project 03/17/2023 $475.92 Check Date Paid:Amount: 156267 Force America/Varitech Industries 03/08/2023Inv. 0011713174 Total PriceItem Description $475.92 Pressure transducer kit - #2071 Page 28 of 36 3/21/2023 40 03/17/2023 $401.70 Check Date Paid:Amount: 156268 Grafix Shoppe 03/06/2023Inv. 149448 Total PriceItem Description $401.70 Non-Reflective/magnetic Shields 03/17/2023 $116.19 Check Date Paid:Amount: 156269 Grainger 03/08/2023Inv. 9632399631 Total PriceItem Description $24.96 Safety glasses 03/08/2023Inv. 9632707171 Total PriceItem Description $41.57 Plastic chain 03/08/2023Inv. 9633309795 Total PriceItem Description $49.66 Traffic cone holder 03/17/2023 $1,069.94 Check Date Paid:Amount: 156270 Greenway Lawn Maintenance Inc 03/01/2023Inv. F030123 Total PriceItem Description $1,069.94 Snow removal - Kingswood HOA 03/17/2023 $2,197.60 Check Date Paid:Amount: 156271 Redacted per the Health Insurance Portability and Accountability Act (HIPAA) of 1996 03/14/2023Inv. F031423 Total PriceItem Description $2,197.60 Short-Term Disability 3/4/23-3/17/23 03/17/2023 $57.11 Check Date Paid:Amount: 156272 Hamel Lumber Inc 02/28/2023Inv. 153701 Total PriceItem Description $57.11 Concrete anchors 03/17/2023 $5,502.40 Check Date Paid:Amount: 156273 Hawkins Inc 03/09/2023Inv. 6420803 Total PriceItem Description $5,502.40 LPC-9L / Hydrofluosilicic Acid - CWP 03/17/2023 $480.00 Check Date Paid:Amount: 156274 Hecksel Machine Inc. 03/08/2023Inv. 110325 Total PriceItem Description $480.00 Cutting edges - stock & #5059 03/17/2023 $425.00 Check Date Paid:Amount: 156275 Hennepin County Fire Chiefs Association 03/08/2023Inv. 23011 Total PriceItem Description $425.00 Blue Card SIM training - M Walstien 03/17/2023 $153.86 Check Date Paid:Amount: 156276 Hennepin County Treasurer 02/28/2023Inv. 1000203179 Total PriceItem Description $153.86 Solid waste - Parks - Feb 2023 03/17/2023 $3,245.64 Check Date Paid:Amount: 156277 Hennepin County Treasurer 03/02/2023Inv. 1000203047 Total PriceItem Description $3,245.64 Radio/MESB & MDC fees Feb 2023 03/17/2023 $859.60 Check Date Paid:Amount: 156278 Henry Schein Inc 02/07/2023Inv. 34194077 Total PriceItem Description $859.60 I-Gel airways & O2 Resus packs - EMS stock 03/17/2023 $141,964.08 Check Date Paid:Amount: 156279 Hollydale GC Development Inc. 03/09/2023Inv. F030923 Total PriceItem Description $61,685.83 Comstock Reimbursement - Watermain Page 29 of 36 3/21/2023 41 $13,925.00 Comstock Reimbursement - Storm Sewer $66,353.25 Comstock Reimbursement - Street Construction 03/17/2023 $1,496.01 Check Date Paid:Amount: 156280 Home Depot 03/13/2023Inv. 0014902 Total PriceItem Description $60.67 Tube cutter, pipe wrench, car cleaning kit 03/03/2023Inv. 0064804 Total PriceItem Description $3.50 Fittings 03/09/2023Inv. 4014434 Total PriceItem Description $29.61 Tomcat mouse bait 03/08/2023Inv. 5014317 Total PriceItem Description $95.69 Turf glue - Dome 03/08/2023Inv. 5014319 Total PriceItem Description $47.43 Shop gloves 03/08/2023Inv. 5310627 Total PriceItem Description $167.40 Electrical & building supplies 03/08/2023Inv. 5310639 Total PriceItem Description $12.96 Hex bolts 03/07/2023Inv. 6014040 Total PriceItem Description $139.67 Nozzle set, quick connect set, fitting, transfer shovels 03/07/2023Inv. 6014149 Total PriceItem Description $800.80 Powder coated T straps, 10ft SPF, 4x4x8ft 03/07/2023Inv. 6310599 Total PriceItem Description $18.76 Hooks, screwdriver set 03/06/2023Inv. 7013958 Total PriceItem Description $119.52 Bottled water - FS3 03/17/2023 $613.60 Check Date Paid:Amount: 156281 Ian Hall / Allsports Coaching 03/10/2023Inv. F31023 Total PriceItem Description $613.60 Sports story & ABC coaching 03/17/2023 $880.00 Check Date Paid:Amount: 156282 Instrumental Research Inc 03/01/2023Inv. 4705 Total PriceItem Description $880.00 Water testing Feb 2023 03/17/2023 $4,331.25 Check Date Paid:Amount: 156283 ISG / I & S Group Inc 02/28/2023Inv. 90320 Total PriceItem Description $4,331.25 Master Plan Update - The Meadows Park 03/17/2023 $116,705.60 Check Date Paid:Amount: 156284 JACON LLC 03/07/2023Inv. 4 Total PriceItem Description $116,705.60 Maple Creek Drainage Improvement Project 2/28/23 03/17/2023 $1,021.78 Check Date Paid:Amount: 156285 Little Falls Machine Inc. 03/08/2023Inv. 367491 Total PriceItem Description $1,021.78 Eaton motor provision for spinner, bolts, nuts, seal kit - stock 03/17/2023 $81.26 Check Date Paid:Amount: 156286 Lowe's Page 30 of 36 3/21/2023 42 03/09/2023Inv. 02947 Total PriceItem Description $81.26 Decking supplies 03/17/2023 $675.00 Check Date Paid:Amount: 156287 Michelle Luna 03/06/2023Inv. 6 Total PriceItem Description $675.00 HRA Specialist Consultant 3/6/23-3/10/23 03/17/2023 $21.89 Check Date Paid:Amount: 156288 Macqueen Equipment/Emergency 03/13/2023Inv. P12874 Total PriceItem Description $21.89 Freight on charger/cradle 03/17/2023 $6,000.00 Check Date Paid:Amount: 156289 Magic Turf Inc. 03/07/2023Inv. 17325 Total PriceItem Description $6,000.00 Snow removal 3/6/23 03/17/2023 $47,584.87 Check Date Paid:Amount: 156290 Mansfield Oil Company 03/07/2023Inv. 24070112 Total PriceItem Description $22,913.08 7000 Gal Unleaded Fixed, 1501 Gal Unleaded SPOT 03/14/2023Inv. 24095339 Total PriceItem Description $9,924.45 2800 gal Diesel FIXED 03/14/2023Inv. 24095340 Total PriceItem Description $7,137.25 1200 gal Diesel FIXED, 1256 Gal Diesel SPOT 03/14/2023Inv. 24095341 Total PriceItem Description $7,610.09 2250 Gal Diesel SPOT 03/17/2023 $837.00 Check Date Paid:Amount: 156291 Marco 03/07/2023Inv. INV10972640 Total PriceItem Description $837.00 Service call - licensing issues with call manager 03/17/2023 $8,823.46 Check Date Paid:Amount: 156292 Medina Entertainment Center 03/02/2023Inv. E27360 Total PriceItem Description $8,823.46 Employee Recognition Event Catering 3/2/23 03/17/2023 $184.33 Check Date Paid:Amount: 156293 Metro Products Inc 02/27/2023Inv. 172381 Total PriceItem Description $184.33 Various Fasteners 03/17/2023 $119.75 Check Date Paid:Amount: 156294 Midway Ford 03/08/2023Inv. 762527 Total PriceItem Description $75.33 Bracket - #1060 03/08/2023Inv. 762797 Total PriceItem Description $44.42 Moulding - #5018 03/17/2023 $2,238.32 Check Date Paid:Amount: 156295 Midwest Machinery Co. 02/27/2023Inv. 9497894 Total PriceItem Description $2,238.32 Service PTO on snow blower 03/17/2023 $55.00 Check Date Paid:Amount: 156296 Minneapolis Regional Chamber 03/07/2023Inv. 134167 Total PriceItem Description $55.00 2023 Annual Meeting - J Wosje Page 31 of 36 3/21/2023 43 03/17/2023 $364.94 Check Date Paid:Amount: 156297 Minneapolis Saw Company Inc 03/09/2023Inv. 155884 Total PriceItem Description $364.94 Saws. helmet 03/17/2023 $25.00 Check Date Paid:Amount: 156298 Minnesota Association of Senior Services 03/10/2023Inv. F031023 Total PriceItem Description $25.00 MASS Membership 2023 - M Constantini 03/17/2023 $171.19 Check Date Paid:Amount: 156299 Minnesota Glove & Safety Inc 03/03/2023Inv. 340918 Total PriceItem Description $171.19 Safety gloves 03/17/2023 $351.12 Check Date Paid:Amount: 156300 Municipal Emergency Svcs/MES Inc 03/13/2023Inv. IN1844223 Total PriceItem Description $351.12 Wired headset under helmet 03/17/2023 $217.72 Check Date Paid:Amount: 156301 Napa Genuine Auto Parts Co 03/06/2023Inv. 2349827372 Total PriceItem Description $38.43 Air filter panel - stock 03/08/2023Inv. 2349827598 Total PriceItem Description $153.38 Top link - #5020, creeper-plastic body, wrench, 03/08/2023Inv. 2349827618 Total PriceItem Description $8.40 Squeegee 03/08/2023Inv. 2349827638 Total PriceItem Description $5.17 Squeegee head 03/08/2023Inv. 2349827681 Total PriceItem Description $28.00 Steering wheel cover 03/08/2023Inv. 2349827723 Total PriceItem Description ($15.66)Credit for LMP Warranty 03/17/2023 $452.11 Check Date Paid:Amount: 156302 Office Depot 03/08/2023Inv. 295418742001 Total PriceItem Description $32.37 Sign holders 03/02/2023Inv. 300089025001 Total PriceItem Description $28.89 Drawer, mini mesh 03/02/2023Inv. 300109292001 Total PriceItem Description $229.78 pens, highlighters, batteries, lettering tape, name badges 03/02/2023Inv. 300753354001 Total PriceItem Description $53.94 Labels, writing pads 03/07/2023Inv. 300982027001 Total PriceItem Description $107.13 Batteries, pens 03/17/2023 $376.98 Check Date Paid:Amount: 156303 Oil-Air Products LLC 03/07/2023Inv. 727074001 Total PriceItem Description $376.98 Hydraulic hose fitting - stock 03/17/2023 $2,656.00 Check Date Paid:Amount: 156304 Ostvig Tree, Inc. Page 32 of 36 3/21/2023 44 03/09/2023Inv. 4838 Total PriceItem Description $864.00 Tree removal 110 Saratoga Ln N 03/09/2023Inv. 4839 Total PriceItem Description $720.00 Tree removal 220 Quaker Ln N 03/09/2023Inv. 4840 Total PriceItem Description $1,072.00 Tree removal 9970 26th Ave N 03/17/2023 $1,641.26 Check Date Paid:Amount: 156305 Owens Companies Inc 02/28/2023Inv. 33705 Total PriceItem Description $1,641.26 Replace 2 smoke damper actuators - ST73 03/17/2023 $25.00 Check Date Paid:Amount: 156306 Personnel Evaluation Inc 02/28/2023Inv. 47136 Total PriceItem Description $25.00 PEP Billing - Feb 2023 03/17/2023 $2,750.00 Check Date Paid:Amount: 156307 Prestige Safety LLC 02/27/2023Inv. 191 Total PriceItem Description $2,750.00 Respirator Fit Testing 03/17/2023 $3,118.00 Check Date Paid:Amount: 156308 R C Electric Inc 03/02/2023Inv. 8605 Total PriceItem Description $3,118.00 Wire water heater, install new lights - Bass Lake Bldg 03/17/2023 $1,783.24 Check Date Paid:Amount: 156309 RideCO US Inc. 02/28/2023Inv. 2023008US Total PriceItem Description $1,783.24 Transit On-Demand software Monthly Fees 03/17/2023 $3,576.59 Check Date Paid:Amount: 156310 Schindler Elevator Corp 03/01/2023Inv. 8106181519 Total PriceItem Description $3,576.59 MF Elevator annual service contract 3/1/23-2/29/24 03/17/2023 $1,302.91 Check Date Paid:Amount: 156311 Signature Concepts Inc 02/27/2023Inv. 372944 Total PriceItem Description $559.07 Safety vests 02/27/2023Inv. 372951 Total PriceItem Description $743.84 Safety t-shirts 03/17/2023 $8,117.00 Check Date Paid:Amount: 156312 Solid Surface Care Inc 02/18/2023Inv. 746633 Total PriceItem Description $8,117.00 MF Hard Floor Service/Tile and grout service Q1 2023 03/17/2023 $2,503.18 Check Date Paid:Amount: 156313 SRF Consulting Group Inc 02/28/2023Inv. 16060005 Total PriceItem Description $2,503.18 Plymouth Park System sign design 2/28/23 03/17/2023 $16,390.91 Check Date Paid:Amount: 156314 St Philip The Deacon 03/08/2023Inv. F030823 Total PriceItem Description $16,390.91 2023 Park and Ride Rent 03/17/2023 $700.75 Check Date Paid:Amount: 156315 Stantec Consulting Services Inc 03/09/2023Inv. 2052756 Page 33 of 36 3/21/2023 45 Total PriceItem Description $700.75 Palmer Creek Estates Stream Stabilization Project 03/17/2023 $64.77 Check Date Paid:Amount: 156316 Star Tribune 03/05/2023Inv. F030523 Total PriceItem Description $64.77 7 Day eEdition W/Digital access 3/22/23-6/21/23 03/17/2023 $25.00 Check Date Paid:Amount: 156317 State of Minnesota 02/04/2022Inv. 2021M122232 Total PriceItem Description $25.00 Hazardous Chemical Inventory Fee #2718000482021M122232 03/17/2023 $400.00 Check Date Paid:Amount: 156318 Jeremy Stephens 03/13/2023Inv. 31323 Total PriceItem Description $400.00 Chaplain services Feb 2023 03/17/2023 $7,334.20 Check Date Paid:Amount: 156319 Streicher's Inc 03/07/2023Inv. CM295397 Total PriceItem Description ($6,533.78)Credit for Tac lights 03/02/2023Inv. I1620070 Total PriceItem Description $1,965.67 HOL-SCSM GR Optic, SIGO R4 4 Sight 03/06/2023Inv. I1620644 Total PriceItem Description $1,898.75 Ark Freezep irritant aerosol 03/08/2023Inv. I1621058 Total PriceItem Description $9,833.56 Tac lights, switch assembly 03/09/2023Inv. I1621296 Total PriceItem Description $170.00 Jacket - P Freng 03/17/2023 $261.20 Check Date Paid:Amount: 156320 Taho Sportswear Inc 03/02/2023Inv. 23TS0755 Total PriceItem Description $261.20 Soccer camp tees 03/17/2023 $125.00 Check Date Paid:Amount: 156321 Taylor Electric Company LLC 03/06/2023Inv. 2023 Total PriceItem Description $125.00 Troubleshoot exterior light fixture - Mission Farms LS 03/17/2023 $159.00 Check Date Paid:Amount: 156322 Timesaver Off Site Secretarial 02/28/2023Inv. M28033 Total PriceItem Description $159.00 City Council Mtg Minutes 2/14/23 03/17/2023 $3,882.58 Check Date Paid:Amount: 156323 Total Control Systems Inc 03/08/2023Inv. 10589 Total PriceItem Description $3,882.58 Service valves at ZWP, memory card at CWP 03/17/2023 $1,100.00 Check Date Paid:Amount: 156324 Twin Cities Transport & Recovery 02/27/2023Inv. 230227139377 Total PriceItem Description $500.00 Tow - #2074 02/28/2023Inv. 230228139541 Total PriceItem Description $600.00 Tow - #2074 03/17/2023 $5,433.79 Check Date Paid:Amount: 156325 Uline 03/01/2023Inv. 160573539 Page 34 of 36 3/21/2023 46 Total PriceItem Description $5,313.79 Work table sink, safety glasses, earmuffs $120.00 Work table sink, safety glasses, earmuffs 03/17/2023 $286.36 Check Date Paid:Amount: 156326 Unifirst Corporation 03/08/2023Inv. 0900753432 Total PriceItem Description $286.36 Uniform rental/laundry/rugs 03/17/2023 $2,080.00 Check Date Paid:Amount: 156327 Vail Corporation 03/07/2023Inv. LFT0000014967 Total PriceItem Description $2,080.00 Ski packages 2/24/23 & 2/28/23 03/17/2023 $1,989.78 Check Date Paid:Amount: 156328 The Watson Company 03/09/2023Inv. 132531 Total PriceItem Description $1,989.78 Concession supplies - PIC 03/17/2023 $3,882.50 Check Date Paid:Amount: 156329 WSB & Associates 02/24/2023Inv. R0221550001 Total PriceItem Description $3,882.50 Zachary WTP Biological Retrofit Needs Feasibility Study 1/31/23 03/17/2023 $108,518.25 Check Date Paid:Amount: 156330 Xcel Energy 02/28/2023Inv. 817811872 Total PriceItem Description $73.17 Water towers Acct 5147228160 02/28/2023Inv. 817833648 Total PriceItem Description $549.27 Lift Stations Acct 5155491575 03/02/2023Inv. 818188126 Total PriceItem Description $26,138.75 Wells & WTP's Acct 5146520754 03/02/2023Inv. 818314808 Total PriceItem Description $81,723.37 City Buildings Acct 5162617243 03/07/2023Inv. 818870528 Total PriceItem Description $33.69 Tunnel Lights Acct 5100132180938 03/17/2023 $79.91 Check Date Paid:Amount: 156331 Dave Callister 03/01/2023Inv. F030123 Total PriceItem Description $79.91 Reimburse mileage Feb 2023 03/17/2023 $293.00 Check Date Paid:Amount: 156332 Jacob Coopet 03/11/2023Inv. F031123 Total PriceItem Description $293.00 Reimburse expenses - K9 Conference 3/6-3/10/23 03/17/2023 $87.53 Check Date Paid:Amount: 156333 Denise Lanthier 03/10/2023Inv. F031023 Total PriceItem Description $52.53 Reimburse mileage - MAPET Meeting 1/31/23 03/10/2023Inv. F031023-1 Total PriceItem Description $35.00 Reimburse 2023 MAPET Membership 03/17/2023 $2,531.25 Check Date Paid:Amount: 156334 Law Enforce Labor Services Inc / LELS 03/10/2023Inv. 2023-00000050 Total PriceItem Description $1,991.25 03/10/2023 Deduction Police Union Dues $438.75 03/10/2023 Deduction SGT Union Dues $101.25 03/10/2023 Deduction Captain Union Dues Page 35 of 36 3/21/2023 47 03/17/2023 $8,000.00 Check Date Paid:Amount: 156335 Plymouth Firefighters Relief Association 03/14/2023Inv. 23084A22747002G Total PriceItem Description $8,000.00 Fire Fighters SBR Reimbursement Total Payments:Total Amount Paid:$1,676,251.85 312 Page 36 of 36 3/21/2023 48 Check Payment Register - UB Refunds 03/04/2023 03/17/2023to 03/08/2023 $30.00 Check Date Paid:Amount: Banner Engineering Corp156073 Refund 03/10/2023 Overpayment - final account refund 03/08/2023 $34.28 Check Date Paid:Amount: Robert Burgmeier156074 Refund 03/10/2023 Overpayment - final account refund 03/08/2023 $66.49 Check Date Paid:Amount: Barbara De Laere156075 Refund 03/10/2023 Overpayment - final account refund 03/08/2023 $39.27 Check Date Paid:Amount: Roger Dow156076 Refund 03/10/2023 Overpayment - final account refund 03/08/2023 $74.92 Check Date Paid:Amount: Philip Fortin156077 Refund 03/10/2023 Overpayment - final account refund 03/08/2023 $7.41 Check Date Paid:Amount: Keith Goodmonson156078 Refund 03/10/2023 Overpayment - final account refund 03/08/2023 $61.79 Check Date Paid:Amount: Megan Mitchell156079 Refund 03/10/2023 Overpayment - final account refund 03/08/2023 $91.74 Check Date Paid:Amount: Donald St John156080 Refund 03/10/2023 Overpayment - final account refund 03/08/2023 $20.36 Check Date Paid:Amount: Randall Stefura156081 Refund 03/10/2023 Overpayment - final account refund 03/08/2023 $3,448.74 Check Date Paid:Amount: Marshall Trees156082 Refund 03/10/2023 Overpayment - refund rqst by customer 03/08/2023 $7.14 Check Date Paid:Amount: Shaomeng Zhang156083 Refund 03/10/2023 Overpayment - final account refund 03/17/2023 $39.40 Check Date Paid:Amount: Gretel Gomez-Jimenez156230 Refund 03/17/2023 Overpayment - final account refund 03/17/2023 $102.88 Check Date Paid:Amount: Khandurao Khot156231 Refund 03/17/2023 Overpayment - final account refund 03/17/2023 $24.16 Check Date Paid:Amount: John Robinson156232 Refund 03/17/2023 Overpayment - final account refund 03/17/2023 $123.54 Check Date Paid:Amount: Wiisanen Family Trust156233 Refund 03/17/2023 Overpayment - final account refund Total Refunds:Total Amount Paid:$4,172.12 15 Page 1 of 1 3/21/2023 49 Invoice Expense Distribution for Period Ended 03/17/23 Council Meeting 03/28/23 FUND 100 General Fund 388,588.10200Recreation Fund 63,030.39 210 Parker's Lake Cemetery Maint 0.00 220 Transit System Fund 38,691.97 234 Economic Development Fund 0.00 240 Lawful Gambling 0.00 250 Comm Dev Block Grant Fund 310.95 254 HRA Section 8 Fund 2,350.00 254 HAP Check Summary 0.00 258 HRA General Fund 1,475.00 308 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 109,011.02401Minnesota State Aid Fund 0.00 404 Community Improvement 0.00 405 Park Replacement Fund 80.09406Street Reconstruction Fund 18.35 407 Project Administration Fund 0.00 408 Park Construction 0.00409Capital Improvement Fund 0.00 412 Water Sewer Replace 0.00 413 Improvement Project Construction 358,807.12417Project Warranty Repairs 0.00 418 Utility Trunk System Expansion 157.57 420 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 0.00 434 TIF 7-10 Sands 0.00 435 Plymouth Creek Center Expansion 0.00436Doran Bassett Creek 0.00 437 CON - Fire Stations 0.00 500 Water Fund 142,428.08510Water Resources Fund 224,092.31 520 Sewer Fund 57,378.95 530 Solid Waste Management Fund 528.12540Ice Center Fund 40,071.18 550 Field House Fund 1,219.38 600 Central Equipment Fund 98,035.18610Public Facilities Fund 36,090.34 620 Information Technology Fund 54,727.92 630 Risk Management Fund 300.26 640 Employee Benefits Fund 61,295.17 660 Resource Planning 0.00 700 Parkers's Lake Cemetery 0.00 800 Investment Trust Fund 1,736.52 850 Plymouth Town Square 0.00 851 Vicksburg Crossing 0.00 Total Invoice Expense Distribution:1,680,423.97 50 CITY OF PLYMOUTH RESOLUTION NO. 2023-085 RESOLUTION APPROVING DISBURSEMENTS ENDING MARCH 17, 2023 WHEREAS, a list of disbursements for the period ending March 17, 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 $ 490,621.41 Construction & Debt Service $ 468,074.15 Enterprise & Internal Service $ 717,903.41 Housing Redevelopment $ 3,825.00 Check Register Total $ 1,680,423.97 US Bank – Housing Assistance Payments Housing & Redevelopment Authority $ 0 $ 0 GRAND TOTAL FOR ALL FUNDS $ 1,680,423.97 APPROVED by the City Council on this 30th day of March, 2023. 51 Regular City Council March 30, 2023 Agenda Number:6.3 To:Dave Callister, City Manager Prepared by:Michael Payne, Assistant City Engineer Reviewed by:Michael Thompson, Public Works Director Item:Adopt ordinance amending Section 800 of the City Code concerning construction in streets, alleys and public grounds 1.Action Requested: Adopt attached ordinance amending Section 800 of the City Code concerning construction in streets, alleys and public grounds, and approve resolution for summary publication of said ordinance. Approval of the ordinance requires a 4/7 vote of Council, and approval of the resolution requires a 6/7 vote. 2.Background: The city has a right-of-way management ordinance to ensure effective and careful management of the public right-of-way. The ordinance requires a permit be obtained to use the public right-of-way. The ordinance includes reasons when the city may deny issuance of a right-of-way permit and this proposed amendment would add a reason for denial when the street surface was constructed, reconstructed, or rehabilitated in the preceding five years, unless the City Engineer determines no other locations are feasible or when necessitated by emergency. The amended language is similar to language used by other metro cities and Hennepin County and would help protect the city's investment in maintaining its roadways. A copy of the proposed ordinance, with the amended language as noted above, is attached. 3.Budget Impact: N/A 4.Attachments: City Council Ordinance 2023-02 City Council Resolution 2023-086 52 CITY OF PLYMOUTH HENNEPIN COUNTY, MINNESOTA ORDINANCE NO. 2023-02 ORDINANCE AMENDING SECTION 800 OF THE PLYMOUTH CITY CODE CONCERNING CONSTRUCTION IN STREETS, ALLEYS AND PUBLIC GROUNDS THE CITY OF PLYMOUTH, MINNESOTA ORDAINS: Section 1.Amendment of City Code. Section 800.02, Subdivision 5, Paragraph C, of the Plymouth City Code is amended to add the following: 6. The street surface was constructed, reconstructed, or rehabilitated at the proposed location within the preceding five years, unless the City Engineer determines that no other locations are feasible or when necessitated by emergency. Section 2. Effective Date. This amendment shall take effect immediately upon its passage. ADOPTED by the City Council this 30th day of March, 2023. Jeffry Wosje, Mayor ATTEST: ________________________________ Jodi Gallup, City Clerk 53 CITY OF PLYMOUTH RESOLUTION NO. 2023-086 RESOLUTION APPROVING SUMMARY PUBLICATION OF ORDINANCE NO. 2023-02 ORDINANCE AMENDING SECTION 800 OF THE PLYMOUTH CITY CODE CONCERNING CONSTRUCTION IN STREETS, ALLEYS AND PUBLIC GROUNDS Ordinance No. 2023-02 amends Section 800 of the Plymouth City Code concerning construction in streets, alleys and public grounds. Printed copies of the entire ordinance is available for inspection at the City Clerk’s Office during regular office hours. APPROVED for summary publication by the City Council this 30th day of March, 2023. 54 Regular City Council March 30, 2023 Agenda Number:6.4 To:Dave Callister, City Manager Prepared by:Rodger Coppa, Fire Chief Reviewed by:Erik Fadden, Public Safety Director Item:Accept donation for Fire Department fitness equipment 1.Action Requested: Adopt attached resolution accepting donation from the Plymouth Crime and Fire Prevention Fund for Fire Department fitness equipment. 2.Background: The Plymouth Public Safety Department is known for being on the forefront of promoting the benefits of fitness to their staff. The police department has a nationally recognized wellness program and has been able to build a space in the police building to support fitness initiatives. The changing priorities of maintaining healthy and fit firefighters has highlighted the need for dedicated space and equipment in the two new fire stations. The fire station remodel and rebuild project included funds to outfit these spaces with equipment but, due to market and supply chain factors, the cost increased from initial estimates. The Plymouth Crime and Fire Prevention Fund has been a longtime supporter of public safety programs and has graciously approved the donation of $12,000 to close that gap towards the cost of new fitness equipment. Future replacement of this equipment will be factored into existing equipment replacement plans and budgets. The Plymouth Crime and Fire Prevention Fund is a non-profit 501(c)(3) charitable organization, made up of Plymouth residents and business owners. They incorporated in 1977 to raise money to purchase a bullet proof vest for each Plymouth police officer. Since that time, their continued mission is to work with our police and fire departments to reduce crime, prevent injury, and enhance safety in our community. They do this by developing new initiatives, supporting ongoing programs, and helping to purchase state-of-the art equipment. 3.Budget Impact: N/A 4.Attachments: City Council Resolution 2023-087 55 CITY OF PLYMOUTH RESOLUTION NO. 2023-087 RESOLUTION ACCEPTING DONATION FROM THE PLYMOUTH CRIME AND FIRE PREVENTION FUND WHEREAS, the Plymouth Public Safety Department has prioritized the wellness of its personnel, both police and fire; and WHEREAS, spaces were intentionally designed into the fire station remodel/rebuild project to enhance the physical health of members of the department; and WHEREAS, the Plymouth Crime and Fire Prevention Fund has donated $12,000 for the purchase of fire station fitness equipment. NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH, MINNESOTA that the $12,000 donation from the Plymouth Crime and Fire Prevention Fund is accepted. APPROVED by the City Council on this 30th day of March 2023. 56 Regular City Council March 30, 2023 Agenda Number:6.5 To:Dave Callister, City Manager Prepared by:Rodger Coppa, Fire Chief Reviewed by:Erik Fadden, Public Safety Director Item:Accept donation for Public Safety Department medical equipment 1.Action Requested: Adopt attached resolution accepting donation from the Plymouth Crime and Fire Prevention Fund for Public Safety Department medical equipment. 2.Background: The Plymouth Fire Department has elevated the level of medical response to the community with more technology and trained Emergency Medical Technician personnel. As part of this evolution, the fire department is planning to add a patient positioning device (EleGARD) for use during cardiac arrests. These units work in conjunction with the Lucas (automatic CPR device), impedance threshold device (ResQPOD), and the advanced airways we are already using for cardiac arrest treatment. Performing elevated CPR with the EleGARD and our other devices is part of a major breakthrough and has shown to contribute to a significant improvement in the chances for survival from cardiac arrest. Council has already accepted $10,000 from the Plymouth Lions Club (Res. 2022-294) for this project, and the Plymouth Crime and Fire Prevention Fund has donated an additional $18,000 to assist with the purchase of four of these EleGARD patient positioning devices. The Plymouth Crime and Fire Prevention Fund is a non-profit 501(c)(3) charitable organization, made up of Plymouth residents and business owners. They incorporated in 1977 to raise money to purchase a bullet proof vest for each Plymouth police officer. Since that time, their continued mission is to work with our police and fire departments to reduce crime, prevent injury, and enhance safety in our community. They do this by developing new initiatives, supporting ongoing programs, and helping to purchase state-of-the art equipment. 3.Budget Impact: This donation will supplement the $28,000 expense to purchase four EleGARD units. 4.Attachments: City Council Resolution 2023-088 57 CITY OF PLYMOUTH RESOLUTION NO. 2023-088 RESOLUTION ACCEPTING DONATION FROM THE PLYMOUTH CRIME AND FIRE PREVENTION FUND WHEREAS, the Fire Department has changed the model for medical treatment by providing access to new technology and having Emergency Medical Technician trained personnel, improving its equipment and training to better serve the Plymouth community; and WHEREAS, the EleGARD patient positioning device is available and has shown to contribute to a significant improvement in the chances for survival of cardiac arrest; and WHEREAS, the Plymouth Crime and Fire Prevention Fund has donated $18,000 for the purchase of this equipment. NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH, MINNESOTA that the $18,000 donation from the Plymouth Crime and Fire Prevention Fund is accepted. APPROVED by the City Council on this 30th day of March, 2023. 58 Regular City Council March 30, 2023 Agenda Number:6.6 To:Dave Callister, City Manager Prepared by:Jodi Gallup, City Clerk/Administrative Coordinator Reviewed by:Maria Solano, Deputy City Manager Item:Approve temporary on-sale liquor licenses for Plymouth Civic League for events on May 12, 2023, June 16, 2023, July 14, 2023, August 25, 2023 and October 5, 2023 1.Action Requested: Adopt attached resolutions approving temporary on-sale liquor license for Plymouth Civic League. 2.Background: Plymouth Civic League proposes to serve liquor at events on: - May 12, 2023 (date night at the Hilde Performance Center) - June 16, 2023 (community concert night at Hilde Performance Center) - July 14, 2023 (community concert night at Hilde Performance Center) - August 25, 2023 (community concert night at Hilde Performance Center) - October 5, 2023 (annual wine tasting at Plymouth Community Center) The Plymouth Civic League has served liquor at previous events. 3.Budget Impact: License fee of $50 per event and liability insurance have been received. 4.Attachments: City Council Resolution 2023-089 City Council Resolution 2023-090 City Council Resolution 2023-091 City Council Resolution 2023-092 City Council Resolution 2023-093 59 CITY OF PLYMOUTH RESOLUTION NO. 2023-089 RESOLUTION APPROVING TEMPORARY LIQUOR LICENSE APPLICATION OF PLYMOUTH CIVIC LEAGUE WHEREAS, Plymouth Civic League has submitted a Temporary Liquor License application for an event at the Hilde Performance Center, 3500 Plymouth Boulevard, on May 12, 2023; and WHEREAS, this event is classified as a community event per Minnesota Statutes concerning Temporary Liquor Licenses; and WHEREAS, the required fee and certificate of liquor liability insurance have been received. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that the Temporary Liquor License application of Plymouth Civic League for an event at the Hilde Performance Center on May 12, 2023 is approved. APPROVED by the City Council on this 30th day of March, 2023. 60 CITY OF PLYMOUTH RESOLUTION NO. 2023-090 RESOLUTION APPROVING TEMPORARY LIQUOR LICENSE APPLICATION OF PLYMOUTH CIVIC LEAGUE WHEREAS, Plymouth Civic League has submitted a Temporary Liquor License application for a city community concert night at the Hilde Performance Center, 3500 Plymouth Boulevard, on June 16, 2023; and WHEREAS, this event is classified as a community event per Minnesota Statutes concerning Temporary Liquor Licenses; and WHEREAS, the required fee and certificate of liquor liability insurance have been received. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that the Temporary Liquor License application of Plymouth Civic League for a city community concert night at the Hilde Performance Center on June 16, 2023 is approved. APPROVED by the City Council on this 30th day of March, 2023. 61 CITY OF PLYMOUTH RESOLUTION NO. 2023-091 RESOLUTION APPROVING TEMPORARY LIQUOR LICENSE APPLICATION OF PLYMOUTH CIVIC LEAGUE WHEREAS, Plymouth Civic League has submitted a Temporary Liquor License application for a city community concert night at the Hilde Performance Center, 3500 Plymouth Boulevard, on July 14, 2023; and WHEREAS, this event is classified as a community event per Minnesota Statutes concerning Temporary Liquor Licenses; and WHEREAS, the required fee and certificate of liquor liability insurance have been received. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that the Temporary Liquor License application of Plymouth Civic League for a city community concert night at the Hilde Performance Center on July 14, 2023 is approved. APPROVED by the City Council on this 30th day of March, 2023. 62 CITY OF PLYMOUTH RESOLUTION NO. 2023-092 RESOLUTION APPROVING TEMPORARY LIQUOR LICENSE APPLICATION OF PLYMOUTH CIVIC LEAGUE WHEREAS, Plymouth Civic League has submitted a Temporary Liquor License application for a city community concert night at the Hilde Performance Center, 3500 Plymouth Boulevard, on August 25, 2023; and WHEREAS, this event is classified as a community event per Minnesota Statutes concerning Temporary Liquor Licenses; and WHEREAS, the required fee and certificate of liquor liability insurance have been received. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that the Temporary Liquor License application of Plymouth Civic League for a city community concert night at the Hilde Performance Center on August 25, 2023 is approved. APPROVED by the City Council on this 30th day of March, 2023. 63 CITY OF PLYMOUTH RESOLUTION NO. 2023-093 RESOLUTION APPROVING TEMPORARY LIQUOR LICENSE APPLICATION OF PLYMOUTH CIVIC LEAGUE WHEREAS, Plymouth Civic League has submitted a Temporary Liquor License application for an event at the Plymouth Community Center, 14800 34th Avenue North, on October 5, 2023; and WHEREAS, the required fee and certificate of liquor liability insurance have been received. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that the Temporary Liquor License application of Plymouth Civic League for an event at the Plymouth Community Center on October 5, 2023 is approved. APPROVED by the City Council on this 30th day of March, 2023. 64 Regular City Council March 30, 2023 Agenda Number:6.7 To:Dave Callister, City Manager Prepared by:Michael Payne, Assistant City Engineer Reviewed by:Michael Thompson, Public Works Director Item:Order and receive preliminary engineering report, order and approve plans and specifications, call for a public hearing, order advertisement for bids, declare costs to be assessed, order preparation of proposed assessments, and set public improvement and assessment hearings for the Nathan Lane Area Pavement Rehabilitation Project (ST249005) 1.Action Requested: Adopt attached resolutions ordering the preliminary engineering report, accepting the preliminary engineering report, ordering the plans and specifications, accepting the plans and specifications, calling for a public hearing, ordering the advertisement for bids, declaring the cost to be assessed, and setting the public improvement and assessment hearings for the Nathan Lane Area Pavement Rehabilitation Project (ST249005). Approval of all items require 4/7 vote of Council. 2.Background: The Nathan Lane Area Pavement Rehabilitation Project is included in the proposed 2023-2032 Capital Improvement Plan (CIP) with construction scheduled in 2024. Construction of this project is being advanced to 2023 to align with the proposed Enclave Development located at Nathan Lane and Bass Lake Road. Roadways included with the project are Nathan Lane (Bass Lake Road to 51st Avenue), 56th Avenue (Nathan Lane to Highway 169 Service Drive), 54th Avenue (Nathan Lane to Highway 169 Service Drive), and Highway 169 Service Drive (56th Avenue to Schmidt Lake Road). Improvements with the project generally include full depth reclamation of streets, utility improvements, replacement of curb and gutter in poor condition, and replacement of pedestrian ramps. Several roadway realignments and intersection reconfigurations are proposed to direct semi-trucks and larger vehicles towards the frontage road and away from the residential developments to the west. A sidewalk is proposed to be installed on the east side of Nathan Lane from 57th Avenue to Bass Lake Road. A trail is also proposed on the west side of Nathan Lane to fill the trail gap from north of 57th Avenue to Bass Lake Road. Bids for this project are scheduled to be received on April 20, 2023, and the public improvement and assessment hearings would be scheduled for May 23, 2023. In accordance with state statute, notice of the proposed improvement hearing and assessment hearing for this project would be sent to all affected property owners and would be posted in the city's legal newspaper as required. Included with the notice would be a recommended assessment, which would be calculated based on the 65 lowest responsible bid received. The current assessment policy assesses 40% of the project cost for street reconstruction and pavement reclamation. The cost for water main improvements, sanitary sewer improvements, water quality improvements, and trail construction are not proposed to be assessed. A special benefit report will be prepared by an appraiser to determine the amount of benefit resulting from the project improvements. The city would only need to adjust the assessment in the case the assessment is found to exceed the special benefit received from the improvements. 3.Budget Impact: This project is included in the 2023-2032 CIP at an estimated cost of $4,000,000. The total estimated project cost of the Nathan Lane Area Pavement Rehabilitation Project is $4,467,000 and includes the improvements ($3,574,000), 15% for design and administration ($536,000), and 10% contingency ($357,000). The project would be funded from the MSA Fund ($2,625,000), special assessments ($1,099,000), the Street Reconstruction Fund ($485,000), the Water Fund ($148,000), the Water Resources Fund ($75,000), and the Sewer Fund ($35,000). 4.Attachments: Preliminary Engineering Report City Council Resolution 2023-094 City Council Resolution 2023-095 City Council Resolution 2023-096 City Council Resolution 2023-097 City Council Resolution 2023-098 66 Feasibility Report City of Plymouth 2023 Nathan Lane Area Rehabilitation March,2023 Submitted by: Bolton & Menk, Inc. 12224 Nicollet Avenue Burnsville, MN 55337 P: 952-890-0509 F: 952-890-8065 67 Prepared by: Bolton & Menk, Inc. Certification 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Certification Feasibility Report for 2023 Nathan Lane Area Pavement Rehabilitation Project Nathan Lane, from CSAH 10 (Bass Lake Road) to Cul-de-Sac 56th Avenue, from Nathan Lane to TH 169 Service Drive 54th Avenue, from Nathan Lane to TH 169 Service Drive TH 169 Service Drive, from 56th Avenue to Schmidt Lake Road City of Plymouth Plymouth, MN City Project No. ST249005 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. By: Sarah E. Lloyd, P.E. License No. 46636 Date: March 15, 2023 __ 68 Prepared by: Bolton & Menk, Inc. Table of Contents 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Table of Contents I. Introduction ................................................................................................................. 1 II. Existing Conditions ........................................................................................................ 1 Nathan Lane ........................................................................................................ 1 56th Avenue ......................................................................................................... 2 54th Avenue ......................................................................................................... 2 TH 169 Service Drive ............................................................................................ 2 III. Proposed Improvements ............................................................................................... 3 Nathan Lane ........................................................................................................ 3 56th Avenue ......................................................................................................... 4 54th Avenue ........................................................................................................ 5 TH 169 Service Drive ............................................................................................ 6 IV. Surface Water Protection .............................................................................................. 7 V. Stormwater Management ............................................................................................. 7 VI. Traffic and Access ......................................................................................................... 8 VII. Project Schedule ........................................................................................................... 8 VIII. Estimated Costs ............................................................................................................ 9 IX. Financing ...................................................................................................................... 9 Figures Figure 1: TH 169 Service Dr and Bass Lake Rd Intersection Figure 2: TH 169 Service Dr and 51st Ave Intersection Figure 3: Th 169 Service Dr and 54th Ave Intersection Figure 4: TH 169 Service Dr and 56th Ave Intersection Figure 5: Nathan Ln / 56th Ave Realignment Figure 6: Nathan Ln at Bass Lake Rd Right Turnlane Figure 7: Nathan Ln Typical Sections Figure 8: Nathan Ln/56th Ave Realignment and 54th Ave & 56th Ave Typical Sections Figure 9: TH 169 Service Dr Typical Section Appendix Appendix A: Project Location Map Appendix B: Street Ratings Appendix C: Preliminary Cost Estimate Appendix D: Assessment Roll 69 Prepared by: Bolton & Menk, Inc. 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Page 1 I. Introduction The purpose of the report is to determine, in a preliminary manner, the feasibility of rehabilitating the pavement, improving pedestrian mobility, and minimizing truck traffic through residential areas on: 1. Nathan Lane, from CSAH 10 (Bass Lake Road) to Cul-de-Sac 2. 56th Avenue, from Nathan Lane to TH 169 Service Drive 3. 54th Avenue, from Nathan Lane to TH 169 Service Drive 4. TH 169 Service Drive, from 56th Avenue to Schmidt Lake Road This report discusses existing conditions, the proposed improvements, summarized estimated costs for the proposed improvements, and estimates the amount to be assessed to benefiting properties. Appendix A shows the location of the area studied in this report. The project is necessary, feasible and cost effective from an engineering standpoint. Based on the information contained in this document, it is recommended to proceed with the improvements as outlined in this report. II. Existing Conditions Nathan Lane Nathan Lane, from CSAH 10 (Bass Lake Road) to cul-de-sac is a 3,100-foot-long segment of urban roadway with one lane in each direction. At its north end where it intersects with CSAH 10, the roadway has a left turn lane and through/right-turn lane in the northbound direction, which is separated from a single southbound lane by a narrow concrete median for approximately 100-feet. At its southern end, Nathan Lane terminates in a cul-de-sac approximately 300-feet south of 54th Avenue. The roadway provides access to residential and commercial properties. This corridor is completely within the City of Plymouth. The road crosses over Bass Creek, which is conveyed beneath the roadway by a dual concrete culverts. The project terminates before entering CSAH 10. Roadway Pavement Nathan Lane’s pavement is in need of major rehabilitation because the surface of the pavement has deteriorated significantly and has required more than routine maintenance by Street Maintenance crews. Nathan Lane, in the project area, has a 2022 PASER rating between 3-6 as shown in Appendix B. Based on geotechnical investigation by Braun Intertec, Inc., the typical thickness of bituminous pavement along Nathan Lane was between 4” and 13”. The aggregate base was typically between 4” and 10” in thickness. Public Utilities Utilities in the project area are aging, but not showing signs of failure or deterioration to a point requiring full replacement at this time. Watermain valves are in need of repair or replacement. Storm sewer infrastructure, although minimal, exists and can convey water from the curb to water resources. City maintenance records indicate no significant issues with the sanitary sewer system. Bicycle & Pedestrian Facilities There are no off-road pedestrian facilities along Nathan Lane with the exception of a bituminous multiuse trail along the west side of the roadway between Bass Creek and 56th Avenue. 70 Prepared by: Bolton & Menk, Inc. 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Page 2 56th Avenue 56th Avenue, is a 1,600-foot-long segment of urban roadway section with one lane in each direction, extending from Nathan Lane to TH 169 Service Drive. The roadway provides access to residential and commercial properties. This corridor is completely within the City of Plymouth. Roadway Pavement 56th Avenue’s pavement is in need of rehabilitation because the surface of the pavement has deteriorated and has required more than routine maintenance by Street Maintenance crews. The street has a 2022 PASER rating of 4 as shown in Appendix B. Based on geotechnical investigation by Braun Intertec, Inc., the typical thickness of bituminous pavement along 56th Avenue is 7”. The aggregate base thickness 5”-9”. Public Utilities Utilities in the project area are aging, but not showing signs of failure or deterioration to a point requiring full replacement at this time. Watermain valves are in need of repair or replacement. Storm sewer infrastructure, although minimal, exists and can convey water from the curb to water resources. City maintenance records indicate no significant issues with the sanitary sewer system. Bicycle & Pedestrian Facilities There are no existing bicycle or pedestrian facilities along the roadway. 54th Avenue 54th Avenue, from Nathan Lane to TH 169 Service Drive, is a 1,500-foot-long urban roadway section with one lane in each direction. The roadway provides access to commercial and industrial properties. This corridor is completely within the City of Plymouth. Roadway Pavement 54th Avenue’s pavement is in need of major rehabilitation because the surface of the pavement has deteriorated significantly and has required more than routine maintenance by Street Maintenance crews. The street has a 2022 PASER rating of 4 as shown in Appendix B. Based on geotechnical investigation by Braun Intertec, Inc., the typical thickness of bituminous pavement along 54th Avenue is 7”. The aggregate base was typically between 5” and 9” in thickness. Public Utilities Utilities in the project area are aging, but not showing signs of failure or deterioration to a point requiring full replacement at this time. Watermain valves are in need of repair. Storm sewer infrastructure exists and can convey water from the curb to water resources, however some castings are in need of repair. City maintenance records indicate no significant issues with the sanitary sewer system. Bicycle & Pedestrian Facilities There are no existing bicycle or pedestrian facilities along the roadway. TH 169 Service Drive TH 169 Service Drive, from 56th Avenue to Schmidt Lake Road, is a 4,300-foot-long urban roadway section with one lane in each direction. The roadway provides access to commercial and industrial properties. This corridor is completely within the City of Plymouth. The project terminates before entering the intersection at Schmidt Lake Road. 71 Prepared by: Bolton & Menk, Inc. 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Page 3 Roadway Pavement TH 169 Service Drive’s pavement is in need of major rehabilitation because the surface of the pavement has deteriorated significantly and has required more than routine maintenance by Street Maintenance crews. The street has a 2022 PASER rating between 3 and 5 as shown in Appendix B. Based on geotechnical investigation by Braun Intertec, Inc., the typical thickness of bituminous pavement along TH 169 Service Drive was between 4” and 7”. The aggregate base was typically between 13” and 25” in thickness. Public Utilities Utilities in the project area are aging, but not showing signs of failure or deterioration to a point requiring full replacement at this time. Watermain valves are in need of repair. Storm sewer infrastructure exists and can convey water from the curb to water resources. City maintenance records indicate no significant issues with the sanitary sewer system. Bicycle & Pedestrian Facilities There are no existing bicycle or pedestrian facilities along the roadway. III. Proposed Improvements Nathan Lane Roadway Pavement Nathan Lane is proposed to be reclaimed to a depth of 11 inches across the entire roadway section from curb to curb from CSAH 10 to the cul-de-sac. The segment of Nathan Lane, in place, from CSAH 10 to the realignment, the top seven (7) inches of reclaim material will be removed, the remaining four (4) inches of reclaimed material will be compacted and shaped to grade, and seven (7) inches of new bituminous pavement will be placed. The R-value used for pavement thickness design was 20. Using historic traffic volumes and ESAL calculations, it was determined that the bituminous section should consist of seven (7) inches of bituminous; four (4) inches of wear course (two lifts) and three (3) inches of non-wear course as shown in Figures 7 & 8. The segment of Nathan Lane from 56th Avenue to 54th Avenue, the top five (5) inches of reclaim material will be removed, the remaining six (6) inches of reclaimed material will be compacted and shaped to grade, and five (5) inches of new bituminous pavement will be placed. The R-value used for pavement thickness design was 20. Using historic traffic volumes and ESAL calculations, it was determined that the bituminous section should consist of five (5) inches of bituminous wear course, placed in two lifts as shown in Figure 7 & 8. Existing curb and driveway aprons within the project area will be evaluated and spot replacement will be completed as necessary to replace defective areas prohibiting proper drainage or impacting integrity of the roadway. In areas where new roadway will be constructed due to realignment, new concrete curb and gutter will be constructed, twelve (12) inches of select granular subbase will be placed and compacted, eight (8) inches of aggregate base (Class 5) shall be placed and compacted, and seven (7) inches of new bituminous pavement will be placed. The R-value used for pavement thickness design was 20. Using historic traffic volumes and ESAL calculations, it was determined that the bituminous section should consist of six (6) inches of bituminous pavement including: 4” of wear course (two lifts) and 3” of non-wear course, as shown in Figure 8. 72 Prepared by: Bolton & Menk, Inc. 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Page 4 The proposed improvements are consistent with the City's Pavement Management Program which includes resurfacing in order to preserve the initial roadway investment. The project is intended to improve streets that, if no action were taken, will fall into the much more expensive category of reconstruction. Roadway Alignment Improvements are proposed at the intersection of Nathan Lane and CSAH 10 to separate the combined through/right-turn lane in the northbound direction. Separate left-turn, through, and right-turn lanes are proposed on the northbound side, see Figure 6. The alignments of Nathan Lane and 56th Avenue are proposed to be altered between 57th and 56th Avenues to mitigate trucks using the residential area along Nathan Lane as a cut-through. Improvements are proposed to better accommodate truck traffic to the east, along the signed truck route, and the commercial/industrial area along the TH 169 Service Drive. A description of the improvements is in the following section and is illustrated in Figure 5. Public Utilities Infiltration and inflow barriers will be installed on sanitary sewer manholes. Watermain gate valves will be repaired or replaced. Hydrants will be relocated to facilitate the pedestrian facility modifications described below. Drainage structure repair work and casting adjustment will be completed as necessary. Storm sewer has been extended to accommodate drainage along the Nathan Lane and 56th Avenue realignment. The additional storm sewer flows to a proposed pond, described later in this report, and ultimately, outlets to the existing storm sewer system along the original 56th Avenue alignment. Bicycle & Pedestrian Facilities The existing 8-foot-wide bituminous multiuse trail on the west side of the road between 56th Avenue and Bass Creek is proposed to be extended to connect to the south side of CSAH 10 as shown in Figure 6. Construction of a new 5-foot wide concrete sidewalk along the east side of Nathan Lane is proposed between CSAH 10 and 57th Avenue. These improvements will increase connectivity between the residential area along Nathan Lane and the trail system along CSAH 10. Right-of-Way Acquisition The developer of The Enclave Development has agreed to provide the necessary right-of-way to accommodate the right-of-way needs for the proposed improvements. The right-of-way being dedicated as a part of The Enclave’s platting process provides additional right-of-way along Nathan Lane from Bass Lake Road, through the Nathan Lane / 56th Avenue realignment. The platted, proposed, city right-of-way accommodates the right turnlane and the realignment of the Nathan Lane and 56th Avenue intersection as illustrated in Figures 5 & 6. 56th Avenue Roadway Pavement 56th Avenue is proposed to be reclaimed to a depth of 14 inches across the entire roadway section from curb to curb from Nathan Lane to TH 169 Service Drive. In areas where the roadway has been in-place, the top seven (7) inches of reclaim material will be removed, the remaining seven (7) inches of reclaimed material will be compacted and shaped to grade, and seven (7) inches of new bituminous pavement will be placed. The R-value used for pavement thickness design was 20. Using historic traffic volumes and ESAL calculations, it was determined that the bituminous section should consist of seven (7) inches of bituminous pavement including 4” of wear course (two lifts) and 3” of non-wear course, as shown in Figure 8. 73 Prepared by: Bolton & Menk, Inc. 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Page 5 Existing curb and driveway aprons within the project area will be evaluated and spot replacement will be completed as necessary to replace defective areas prohibiting proper drainage or impacting integrity of the roadway. In areas where new roadway will be constructed due to realignment, new concrete curb and gutter will be constructed, twelve (12) inches of select granular subbase will be placed and compacted, eight (8) inches of aggregate base (Class 5) shall be placed and compacted, and seven (7) inches of new bituminous pavement will be placed. The R-value used for pavement thickness design was 20. Using historic traffic volumes and ESAL calculations, it was determined that the bituminous section should consist of seven (7) inches of bituminous pavement including: 4” of wear course (two lifts) and 3” of non-wear course, as shown in Figure 8. The proposed improvements are consistent with the City's Pavement Management Program which includes resurfacing in order to preserve the initial roadway investment. The project is intended to improve streets that, if no action were taken, will fall into the much more expensive category of reconstruction. Roadway Alignment The intersection of Nathan Lane and 56th Avenue is proposed to be reconfigured as part of the improvements. 56th Avenue will be realigned with a gradual curve, connecting 56th Avenue, east of Nathan Lane, to Nathan Lane north of 56th Avenue. 56th Avenue, west of Nathan Lane, will be connected to the original alignment of Nathan Lane south of 56th Avenue. These two road segments will be connected via a short new segment of 56th Avenue, extending from Nathan Lane and intersecting with the new alignment mid-curve. Additionally, the existing private street connection to 56th Avenue approximately 300-feet east of Nathan Lane will be disconnected and a hammer-head constructed for vehicle turnaround, see Figure 5. These improvements are intended to mitigate trucks using the residential area along Nathan Lane as a cut-through and direct truck traffic to the TH 169 Service Drive via 56th Avenue. Public Utilities Infiltration and inflow barriers will be installed on sanitary sewer manholes. Watermain gate valves will be repaired or replaced. Hydrants will be relocated to facilitate alignment improvements as necessary. Drainage structure repair work and casting adjustment will be completed as necessary. Right-of-Way Acquisition The developer of The Enclave Development has agreed to provide the necessary right-of-way to accommodate the right-of-way needs for the proposed improvements. The right-of-way being dedicated as a part of The Enclave’s platting process provides additional right-of-way along the Nathan Lane / 56th Avenue realignment, as illustrated in Figure 5. 54th Avenue Roadway Pavement 54th Avenue is proposed to be reclaimed to a depth of 14 inches across the entire roadway section from curb to curb the Nathan Lane cul-de-sac to TH 169 Service Drive. In areas where the roadway has been in-place, the top six (6) inches of reclaim material will be removed, the remaining eight (8) inches of reclaimed material will be compacted and shaped to grade, and six (6) inches of new bituminous pavement will be placed. The R-value used for pavement thickness design was 20. Using historic traffic volumes and ESAL calculations, it was determined that the bituminous section should consist of four (4) inches of bituminous wear course (two lifts) and two (2) inches of nonwear as shown in Figure 8. Existing curb and driveway aprons within the project area will be evaluated and spot replacement will be completed as necessary to replace defective areas prohibiting proper drainage or impacting integrity of the roadway. 74 Prepared by: Bolton & Menk, Inc. 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Page 6 In areas where new roadway will be constructed due to realignment, new concrete curb and gutter will be constructed, twelve (12) inches of select granular subbase will be placed and compacted, eight (8) inches of aggregate base (Class 5) shall be placed and compacted, and six (6) inches of new bituminous pavement will be placed. The R-value used for pavement thickness design was 20. Using historic traffic volumes and ESAL calculations, it was determined that the bituminous section should consist of four (4) inches of bituminous wear course (two lifts) and two (2) inches of nonwear as shown in Figure 9. The proposed improvements are consistent with the City's Pavement Management Program which includes resurfacing in order to preserve the initial roadway investment. The project is intended to improve streets that, if no action were taken, will fall into the much more expensive category of reconstruction. Roadway Alignment The intersection of 54th Avenue and the TH 169 Service Drive is proposed to be reconfigured to a typical T-style intersection where the streets intersect at a perpendicular angle, with the through movement going to traffic on TH 169 Service Drive, see Figure 3. The current configuration has a gradual curve on 54th Avenue meeting TH 169 Service Drive south of 54th Avenue as the through movement. The TH 169 Service Drive north of the intersection currently intersects the curve. This reconfiguration will benefit truck traffic using the TH 169 Service Drive. Public Utilities Infiltration and inflow barriers will be installed on sanitary sewer manholes. Watermain gate valves will be repaired or replaced. Hydrants will be relocated to facilitate alignment improvements as necessary. Drainage structure repair work and casting adjustment will be completed as necessary. Storm sewer has been added to accommodate the realigned intersection of 54th Avenue and the TH 169 Service Drive. The proposed storm sewer will connect into the existing storm sewer system that ultimately discharges to the storm sewer system along TH 169. TH 169 Service Drive Roadway Pavement TH 169 Service Drive is proposed to be reclaimed to a depth of 14 inches across the entire roadway section from curb to curb. In areas where the roadway has been in-place, the top six (6) inches of reclaim material will be removed, the remaining eight (8) inches of reclaimed material will be compacted and shaped to grade, and six (6) inches of new bituminous pavement will be placed. The R-value used for pavement thickness design was 20. Using historic traffic volumes and ESAL calculations, it was determined that the bituminous section should consist of four (4) inches of bituminous wear course (two lifts) and two (2) inches of nonwear as shown in Figure 9. Existing curb and driveway aprons within the project area will be evaluated and spot replacement will be completed as necessary to replace defective areas prohibiting proper drainage or impacting integrity of the roadway. In areas where new roadway will be constructed due to realignment, new concrete curb and gutter will be constructed, twelve (12) inches of select granular subbase will be placed and compacted, eight (8) inches of aggregate base (Class 5) shall be placed and compacted, and six (6) inches of new bituminous pavement will be placed. The R-value used for pavement thickness design was 20. Using historic traffic volumes and ESAL calculations, it was determined that the bituminous section should consist of four (4) inches of bituminous wear course (two lifts) and two (2) inches of nonwear as shown in Figure 9. 75 Prepared by: Bolton & Menk, Inc. 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Page 7 The proposed improvements are consistent with the City's Pavement Management Program which includes resurfacing in order to preserve the initial roadway investment. The project is intended to improve streets that, if no action were taken, will fall into the much more expensive category of reconstruction. Roadway Alignment TH 169 Service Drive connects into 56th Avenue with a curve; improvements are proposed to modify the existing curblines to better accommodate semi-trucks turning at this corner. This includes widening the radius of the inside curb line and tightening the radius of the outside curb line, see Figure 4. Improvements are also being completed at the intersection of 54th Avenue TH 169 Service Drive, detailed in the previous section, to improve the use of TH 169 Service Drive as a truck route, see Figure 3. Improvements are proposed at the intersection of Schmidt Lake Road and TH 169 Service Road to prohibit southbound to eastbound left-turn movements. Schmidt Lake Road is a four-lane undivided roadway with significant traffic levels. The intersection also has very little separation from the TH 169 exit/entrance ramps. These factors, coupled with the intended concentration of truck traffic to this intersection make the turning movement a potential hazard which needs to be eliminated. A splitter island is proposed to be constructed to allow for right-in/right-out access at the Schmidt Lake Road/TH 169 Service Drive intersection, the multiuse trail along the north side of Schmidt Lake Road will also have some minor alignment adjustments at the intersection, see Figure 1. Public Utilities Infiltration and inflow barriers will be installed on sanitary sewer manholes. Watermain gate valves will be repaired or replaced. Hydrants will be relocated to facilitate alignment improvements as necessary. Drainage structure repair work and casting adjustment will be completed as necessary. The existing storm sewer system along the TH 169 Service Drive at Schmidt Lake Road has been modified to accommodate the proposed intersection improvements. IV. Surface Water Protection The Nathan Lane Area Pavement Rehabilitation Improvements will disturb more than one (1) acre of soil and will require an NPDES permit and erosion control review from the Shingle Creek Watershed District. Construction best management practices (BMPs), such as inlet protection, are implemented where feasible on all City street projects. The pre-existing impervious surface area for the project area was 7.9 acres. The post-construction impervious surface area will be 8.4 acres. The total anticipated disturbed area for the project is estimated at 9.6 acres. V. Stormwater Management To meet the City’s MS4 rules for linear projects, greater than one acre in land disturbance, a stormwater filtration pond was added in the area of Nathan Lane and 56th Avenue to provide water quality volume for the added impervious surface. This pond connects to the existing storm sewer system in 56th Avenue. 76 Prepared by: Bolton & Menk, Inc. 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Page 8 VI. Traffic and Access Access to all properties will be maintained during construction. Temporary detours will be required to reach some properties during certain construction activities. Recognizing the adjacent commercial land uses, the overall duration of construction will be minimized for each segment of roadway and access will be maintained through at least one entrance to each property/business at all times. The project will be completed in two phases, Phase 1 includes the south half of the project: TH 169 Service Drive to 54th Avenue, including the realignment of the TH 169 Service Drive and 54th Avenue intersection, 54th Avenue, and the Nathan Lane cul-de-sac. Phase 2 includes, Nathan Lane, 56th Avenue, TH 169 Service Drive from 54th Avenue to 56th Avenue. Truck routes will be altered during construction so trucks are able to continue to drive on solid surfaces for the majority of the project. Roads under construction will be closed to through traffic, and local traffic will be routed on either paved surfaces or reclaimed aggregate base surfaces, all of which are adequate surfaces to maintain access to the local properties and business. Proper traffic control and detour signage will be installed prior to any lane shifts or temporary road closures. Deadlines will be established with the contractor along with liquidated damages commensurate with any impacts to the City for a contractor’s failure to complete the specified work in the time allotted. VII. Project Schedule City Council orders and received the preliminary Engineering report, orders and accepts the plans and specifications, orders advertisements for bids, calls for a Public Improvement Hearing, declares costs to be assessed and sets the Public Assessment Hearing March 30, 2023 Receive Bids April 20, 2023 Public Improvement Hearing, Assessment Hearing, Award Contract May 23, 2023 Begin Construction June 1, 2023 Substantial Completion October 13, 2023 Final Completion June 1, 2024 77 Prepared by: Bolton & Menk, Inc. 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Page 9 VIII. Estimated Costs The estimated project costs include construction costs plus 15% for design, administration, and inspection as well as 10% for contingencies. Itemized cost estimates are included in Appendix C of this report. The estimated project cost for the 2023 Nathan Lane Area Pavement Rehabilitation Project is $4,467,000 and is summarized below. Estimated Project Cost Estimated Construction Cost $3,574,000 10% Contingency $357,000 15% Design, Administration, & Inspection $536,000 Total $4,467,000 IX. Financing The 2023-2032 Capital Improvement Program has designated $4,000,000 for the 2023 Nathan Lane Area Rehabilitation Project. Funding of the project is proposed to be from a mixture of sources including various City funds and special assessments to benefiting property owners. The adjacent benefiting property owners who directly access roadways to be improved are proposed to be assessed for a portion of the project costs, consistent with the City’s assessment policy. The City of Plymouth assessment policy states that benefiting residential properties shall be assessed 40% of the actual project cost. In no case should the total assessed amount exceed the actual project cost. Assessments for properties guided or zoned for single-family use shall be made on a per parcel (unit) basis. Assessments for properties guided or zoned for single-family attached shall be made on a per parcel (unit) basis except that they shall be assessed for one-half (1/2) of a unit. For properties guided or zoned other than single family use, the City shall calculate the equivalent units based on front footage or area depending upon the guided or zoned use and parcel configuration. Only the pavement reclamation and realignment itself is proposed to be assessed. Preventative maintenance work and any trail or sidewalk improvements that are proposed to be completed with this project are not proposed to be assessed. The properties proposed to be assessed with this project are included in Appendix D of this report. The overall funding for the 2023 Nathan Lane Area Pavement Rehabilitation Project is detailed in the following table. 78 Prepared by: Bolton & Menk, Inc. 2023 Nathan Lane Area Pavement Rehabilitation ǀ C.P. ST249005 | BMI 0T1.128747 Page 10 2023 Nathan Lane Area Rehabilitation Project Fund Estimated Project Costs Budgeted Municipal State Aid Fund $2,625,000 $2,625,000 Special Assessments $1,099,000 $900,000 Street Reconstruction Fund $485,000 $250,000 Water Fund $148,000 $100,000 Water Resources Fund $75,000 $75,000 Sewer Fund $35,000 $50,000 Total Funding $4,467,000 $4,000,000 79 >> >> > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> EX 1 2 " R C P >> >> >> EX 1 2 " R C P 33 + 0 0 34 + 0 0 35 + 0 0 36+ 0 0 CBMH 3 CBMH 4 CBMH 5 EX CBMH 1 G-D G-D G-D G-D G-D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> lllllll X X X X X X X X X X X X X X X X X > > > > > > > > > > > > > > > > > > > > > > > > > > > > G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D G-D G-DG-DG-DG-DG-DG-D l l C-D C-D C-D C-D E- D E-D E-D E-D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E- D E-D E-D G-D G-D G- D G- D G-D G-D G-D G-D G- D G- D G- D G- D G- D G- D G-D G-D C- D C- D C-DC-D C-D C-DC-DC-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D S S 33 + 0 0 34 + 0 0 35 + 0 0 36+ 0 0 C C MP H C H G E E E E E E E E E >> H: \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ C A D \ C 3 D \ M I S C _ 1 2 8 7 4 7 _ P R O P O S E D F I G U R E S . d w g 3/ 2 / 2 0 2 3 1 2 : 5 9 : 2 6 P M R NATHAN LANE AREA PAVEMENT REHABILITATION CITY OF PLYMOUTH FIGURE 1: HWY 169 SERVICE RD MARCH 2023 R FEETSCALE 0 20 40 HORZ. SCHMIDT LAKE ROAD STA T E H W Y 1 6 9 S E R V I C E D R LEGEND EXISTING CURB & GUTTER PROPOSED CURB & GUTTER EXISTING WATERMAIN STRUCTURES EXITING SANITARY SEWER EXISTING STORM SEWER STRUCTURES PROPOSED STORM SEWER STRUCTURES PROPOSED STORM SEWER PIPE PROPOSED BITUMINOUS PAVEMENT PROPOSED CONCRETE PROPOSED TURF RESTORATION EXISTING ROW LIMITS PROPOSED ROW LIMITS S >> ROW LIMITS R60 ' R250' 18' 6' R 4 0 ' R25'R25' R1.5' 5' 80 > > > > 46 + 0 0 47 + 0 0 48 + 0 0 49 + 0 0 l l l l l l l l l l l >> >> >> >> >> >> >>>>>>>> >> l l l l l l l l l l X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D OE OE OE OE OE OE OE OE OE OE OE OE VC V C C C-D C-D C-D C-D C-D 46 + 0 0 47 + 0 0 48 + 0 0 49 + 0 0 H: \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ C A D \ C 3 D \ M I S C _ 1 2 8 7 4 7 _ P R O P O S E D F I G U R E S . d w g 3/ 2 / 2 0 2 3 1 2 : 5 9 : 2 9 P M R NATHAN LANE AREA PAVEMENT REHABILITATION CITY OF PLYMOUTH FIGURE 2: 51ST AVE & HWY 169 SERVICE RD MARCH 2023 R FEETSCALE 0 20 40 HORZ. 51ST AVE N ST A T E H W Y 1 6 9 S E R V I C E R D EX. R 2 5 ' R 6 0 ' LEGEND EXISTING CURB & GUTTER PROPOSED CURB & GUTTER EXISTING WATERMAIN STRUCTURES EXITING SANITARY SEWER EXISTING STORM SEWER STRUCTURES PROPOSED STORM SEWER STRUCTURES PROPOSED STORM SEWER PIPE PROPOSED BITUMINOUS PAVEMENT PROPOSED CONCRETE PROPOSED TURF RESTORATION EXISTING ROW LIMITS PROPOSED ROW LIMITS S >> HW Y 1 6 9 81 109+00 110+00 111+00 111+75 >>>>>>>>>> >> 59 + 0 0 60 + 0 0 61 + 0 0 62 + 0 0 109+00 110+00 111+00 111+75 >>>>>>>>EX 15" RCP >>EX 15" R C P >> EX 1 5 " R C P >> >> >> >> >> >> EX 15" R C P D EX 1 5 " RC P >> >>EX 1 5 " R C P >>EX 8 " STM >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> EX 48" R C P >> >> >> >> >> >> >> >> >> >> >> EX 4 8 " R C P CB 10 CB 11 MH 12 CB 12A EX MH 10A EX CB 10B EX CBMH 13 G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G-D G-D G-D >> >> >> >> l l l l l l ll X X X G- D G-D G-D G-D G-D G-D G-D G- D G- D G- D G- D G- D G- D G- D E-D E-D E- D E-D E-D E-D E-D E-D E- D E-D E- D E-D E-D E- D E-D E-D E-D E- D E-D E-D E-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D X OE OE C- D C- D C-D C-D C-D C-D C-D C-D C-D C- D G-D G-D C- D C- D C-D C-D C-D C-D C-D C-D C- D C- D C-D C-D C-DC-DC-D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> 59 + 0 0 60 + 0 0 61 + 0 0 62 + 0 0 VF F H M C P H HC CP H C D D F F F F F E E E OU OU OU OU F F F F F F X X X X X X X X X X X X X X X X X X X X X X X OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C l lllllllllll l l l l l l l l l l l l l l l l >> >> >> >> G G G >> >> >> >> >> >> >> G G E E E E E E E E E E EE E E E E EE C C C C C C C C C C C C C C C G G G G >> l l l l l l l l l l lllll H: \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ C A D \ C 3 D \ M I S C _ 1 2 8 7 4 7 _ P R O P O S E D F I G U R E S . d w g 3/ 2 / 2 0 2 3 1 2 : 5 9 : 3 2 P M R NATHAN LANE AREA PAVEMENT REHABILITATION CITY OF PLYMOUTH FIGURE 3: 54TH AVE & HWY 169 SERVICE RD MARCH 2023 R FEETSCALE 0 20 40 HORZ. 54TH AVE N ST A T E H W Y 1 6 9 S E R V I C E R D R60 ' R 2 7 ' LEGEND EXISTING CURB & GUTTER PROPOSED CURB & GUTTER EXISTING WATERMAIN STRUCTURES EXITING SANITARY SEWER EXISTING STORM SEWER STRUCTURES PROPOSED STORM SEWER STRUCTURES PROPOSED STORM SEWER PIPE PROPOSED BITUMINOUS PAVEMENT PROPOSED CONCRETE PROPOSED TURF RESTORATION EXISTING ROW LIMITS PROPOSED ROW LIMITS S >> HW Y 1 6 9 82 74 + 0 0 75 + 0 0 76 + 0 0 77+ 0 0 78+0079+00 G- D G- D G - D G- D G- D G- D G- D G- D G- D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G-D G-D G-D G-D G- D >>>>>>>>>>>> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l >>>>>> >> >> >> >>>> >> >> >> >> C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X > > > > > > > > > > > > > > > > > > > > > >>>>> C-D C-D C-D C-D OE OE OE OE OE OE S SL|||||||||||||||||||||| || || || |||||||||||||||| D D >> >> >> D D >> >> >> >> >> >> >> OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE HC C-D C-D C-D C-D C- D C- D C-D C-D C-D C- D C- D C- D C- D C- D C-D C- D C- D C-D C-D C-DHC CH H C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C- D C-D C- D C- D C-DC-DC-D 74 + 0 0 75 + 0 0 76 + 0 0 77+ 0 0 78+0079+00 H: \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ C A D \ C 3 D \ M I S C _ 1 2 8 7 4 7 _ P R O P O S E D F I G U R E S . d w g 3/ 2 / 2 0 2 3 1 2 : 5 9 : 3 5 P M R NATHAN LANE AREA PAVEMENT REHABILITATION CITY OF PLYMOUTH FIGURE 4: 56TH AVE & HWY 169 SERVICE RD MARCH 2023 R FEETSCALE 0 25 50 HORZ. ST A T E H W Y 1 6 9 S E R V I C E D R HW Y 1 6 9 56TH AVE N R65' R55' LEGEND EXISTING CURB & GUTTER PROPOSED CURB & GUTTER EXISTING WATERMAIN STRUCTURES EXITING SANITARY SEWER EXISTING STORM SEWER STRUCTURES PROPOSED STORM SEWER STRUCTURES PROPOSED STORM SEWER PIPE PROPOSED BITUMINOUS PAVEMENT PROPOSED CONCRETE PROPOSED TURF RESTORATION EXISTING ROW LIMITS PROPOSED ROW LIMITS S >> 83 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 26 + 0 0 86+0087+0088+0089+00 90+00 91+0 0 92 + 0 0 93 + 0 0 9 4 + 0 0 95 + 0 0 96 + 0 0 96+25.88 112+00 113+00 114+00 115 + 0 0 115+50 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 26 + 0 0 D >>>>EX 24" RCP >>>>>>>>>>>>EX 24" RCP >>>>>>>>>>>>>>>>>>>>>>EX 24" RCP >> 12 " R C P 12" R C P >>>>>> EX 12" RCP D >> >> >> >> EX 1 2 " R C P EX 1 2 " R C P 12" R C P 12 " R C P 31 1 + 0 0 31 2 + 0 0 312+55.36 >>12" RCP 12" R C P >> 12 " R C P >> 12 " R C P 420+00 420+99.39 EX MH 20 CBMH 21 MH 22 CB 40 CB 41 CBMH 61 EX CB 61A EX CBMH 23 CB 42 FES 44FES 30A CB 50 FES 52 CBMH 51 MH - 21A CBMH - 30 CBMH 43 G-D G-D G-D G-D G-D G-D G-D G-D G- D G- D G- D G-D G- D G-D G-D G- D G- D G-D G-D G-D >>>>>> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >>>>>>>> >> >> >> l >> >>>>>>>> >> >> >> >> >> >> l >> llll lll llll > > > > > l l l l l l l l l l l C- D C-D C- D C- D C- D C- D C- D C- D C- D C-D C-D C-D C-D C- D C- D C- D C-D C-D C-D C-D C- D C- D C-D C-D C-D C-D C- D C-D C-D C-DC-DC-D C-D C-D C-D C-D C-D C- D C- D C-D C-D C-D C-D C-D C-D C- D C- D C-D C-D C-D C-D C-D C-D C- D C- D C- D C-D C-D C-D C-D C-D C- D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-D C-DC-DC-D E- D E-D E-DE-DE-D E-D E-DE-D E-D E-DE-DE-DE-D E- D E-D E-D E-D E-D E-D E- D E-D E-D E-D E-D E- D E-D E-D E-D E- D E-D E-D E-D E-D E- D E- D E-D E-DE-DE-DE-D E-D E-D E- D E- D E- D E- D E- D E- D E - D E- D E- D E- D E- D D S D > > > > > > V V V G-D G-D G-D V G-D H VH H l E C C V C C C C- D C- D C-D C-DC-D C-DC-DC-DC-D S E G C C - D C- D C- D C- D C- D C- D C- D C-D C-D C-D C-D C-D C- D C- D C- D C-D C-D C-D C- D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C- D C- D C- D C- D S 86+0087+0088+0089+00 90+00 91+0 0 92 + 0 0 93 + 0 0 9 4 + 0 0 95 + 0 0 96 + 0 0 96+25.88 E E EE EEEEEEEEEE E CCCCCCCCCCCCCC CCCCCC S D SS S S S S S CC S G > > > > G >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > > > > > > > > > > > > >>>>>>>>> llllllllll >> l l > >> >>>>>>>>>>>>>>>>>>>>>> >>>>>> llllllllllll > >>>>>>>>>>>>>> > >>>>> > > > > > > l l l l l l l l l l l l l l l > > > > > > >> > >> > > > >> l l l > >> lll l l l l l l l l G G G GGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E >> >> >> >> >> >> >> >> >> D D D V V S V S CCC 112+00 113+00 114+00 115 + 0 0 115+50 LEGEND EXISTING CURB & GUTTER PROPOSED CURB & GUTTER EXISTING WATERMAIN STRUCTURES EXITING SANITARY SEWER EXISTING STORM SEWER STRUCTURES PROPOSED STORM SEWER STRUCTURES PROPOSED STORM SEWER PIPE PROPOSED BITUMINOUS PAVEMENT PROPOSED CONCRETE PROPOSED TURF RESTORATION EXISTING ROW LIMITS PROPOSED ROW LIMITS S >> H: \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ C A D \ C 3 D \ M I S C _ 1 2 8 7 4 7 _ P R O P O S E D F I G U R E S . d w g 3/ 2 / 2 0 2 3 1 2 : 5 9 : 3 8 P M R NATHAN LANE AREA PAVEMENT REHABILITATION CITY OF PLYMOUTH FIGURE 5: 56TH AVE & NATHAN LANE MARCH 2023 R FEETSCALE 0 30 60 HORZ. NATHAN LANE 56TH AVE N 57TH AVE N 56TH AVE N N A T H A N L A N E 56TH A V E N NA T H A N L A N E NA T H A N L A N E PROPOSED ROW LIMITS EXISTING ROW LIMITS 84 26 + 0 0 27 + 0 0 28 + 0 0 29 + 0 0 30 + 0 0 31 + 0 0 26 + 0 0 27 + 0 0 28 + 0 0 29 + 0 0 30 + 0 0 31 + 0 0 48" RCP >>>>>>>>>>EX 48" RCP48" RCP >>>>>>>>>>EX 48" RCP FES 1 EX FES 2 FES 3 EX FES 4 G-DG-D G-DG-D G-D G-D G-D G- D G- D G-D G-D G-D G-D G-D G-D G- D G- D G- D G-DG-DG-DG-DG-D G-D G-D C-D C-D C-D C- D C-D C-D l l l l >>>>>>>>>>>>>> >> >>>>> llllllll l l l l l l l l G- D G-D G-D G-D G-D C-D C-D C-D C-D C-D > > > > > > > > > > > > > > > > > C- D C- D C- D C-D C-D C-D C-D C-D C-D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C- D C-D C-D C-D C-D C-D C- D C- D C- D C-D C-D C-D C-D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-D C-D C- D C- D C-D C-D C-D C-D C-D C-D C-DC-DC-DC-DC-DC-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C- D C-D C-D C-D C-D C-D C- D C- D C- D C-D C-D C-D C-D C-D C- D C- D C- D C-D C-D C-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E-D E- D E- D E-D E- D E- D E- D E-D E- D E-D E- D E-D E- D E- D E- D E- D E- D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E- D E-D E-D E-D E- D E-D E-D E-DE-D E- D E-D E-D E-D E-D E-D E-D E-D E- D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E - D E- D E- D E- D E- D E-D E- D E- D E- D E- D E- D E-D E-D E- D E-D E- D E- D E- D E- D E- D E-D E- D E- D E-D E-D E- D E-D E-D E-D E-D E-D E-DE-DE-DE-D E- D E-D E-D E-D E-D E- D E-DE-DE-DE-D E-D E-D E-D E-D S S S V C C C- D C-D C- D C-D C-D C-D C-D C-D C-D C-D C- D C- D C-D C-D C-D C-D C-D C- D l P H M C C E E E F PP P P G G G G S S SS CC C E C CC > >>>> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > > > > > > > > > > >>>> >>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > l l l l l l l l l l l l l l >>> lllll l l l l l l F F F F F F F F F F F F F F F F F F X X X X X X X X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE >>>>>>>>>>>> >>>>>>>>>>>> l l l G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGG E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E F F F F F F F F E >> CLVT CLVT V M MM V l l l l l l l l l l l l l l l l l l l l l R FEETSCALE 0 20 40 HORZ. H: \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ C A D \ C 3 D \ M I S C _ 1 2 8 7 4 7 _ P R O P O S E D F I G U R E S . d w g 3/ 1 6 / 2 0 2 3 1 0 : 1 3 : 5 0 A M R NATHAN LANE AREA PAVEMENT REHABILITATION CITY OF PLYMOUTH Figure 6 MARCH 2023 R 3 0 ' R 2 5 ' 5' WALK R25 ' 9.69'R 2 5 ' 36 . 0 8 ' 12.03' D & U EASEMENT (TYP.) PROPOSED ROW (TYP.) R25' 8' TRAIL R3 0 ' R 2 5 ' 5' BLVD 5' WALK 5' BLVD LEGEND EXISTING CURB & GUTTER PROPOSED CURB & GUTTER EXISTING WATERMAIN STRUCTURES EXITING SANITARY SEWER EXISTING STORM SEWER STRUCTURES PROPOSED STORM SEWER STRUCTURES PROPOSED STORM SEWER PIPE PROPOSED BITUMINOUS PAVEMENT PROPOSED CONCRETE PROPOSED TURF RESTORATION EXISTING ROW LIMITS PROPOSED ROW LIMITS S >> 10' TRAIL BASS LAKE ROAD NA T H A N L A N E 85 H: \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ C A D \ C 3 D \ M I S C _ 1 2 8 7 4 7 _ P R O P O S E D F I G U R E S . d w g 3/ 2 1 / 2 0 2 3 1 1 : 3 8 : 4 4 A M R NATHAN LANE AREA PAVEMENT REHABILITATION CITY OF PLYMOUTH FIGURE 7: NATHAN LANE TYPICALS MARCH 2023 (SEE X-SEC'S)VARIABLE SLOPE R/ W VARIABLE SLOPE (SEE X-SEC'S) R/ W TYPICAL SECTION EXISTING AND PROPOSED NATHAN LANE 31' - 40' 19.5' DRIVE LANE 0.67' 18'-30' BLVD (VARIES) 41' - 96' 0.67' 5'-75' VARIES BLVD 7'-8' BIT. TRAIL (21+50 - 22+90)19.5' DRIVE LANE ℄ 3.00%3.00% EXISTING B618 CONC CURB & GUTTER INSET DEXISTING B618 CONC CURB & GUTTER 3+50 TO 22+90 INSET B: EXISTING PAVEMENT SECTION - 11" RECLAMATION NOT TO SCALE EXISTING BITUMINOUS PAVEMENT - AVERAGE VARIES (6"-7") RECLAIM BITUMINOUS PAVEMENT & AGGREGATE BASE - 11" REMOVE & DISPOSE OF UPPER 7" OF RECLAIM SECTION COMPACT REMAINING RECLAIM AND AGGREGATE BASE AVERAGE VARIES (5"-10") INSET D: EXISTING PAVEMENT SECTION - 11" RECLAMATION NOT TO SCALE EXISTING BITUMINOUS PAVEMENT - AVERAGE VARIES (6"-7") RECLAIM BITUMINOUS PAVEMENT & AGGREGATE BASE - 11" REMOVE & DISPOSE OF UPPER 5" OF RECLAIM SECTION COMPACT REMAINING RECLAIM AND AGGREGATE BASE AVERAGE VARIES (5"-10") (SEE X-SEC'S)VARIABLE SLOPE R/ W VARIABLE SLOPE (SEE X-SEC'S) R/ W TYPICAL SECTION PROPOSED NATHAN LANE 48' - 50' 0.67' 5'-20' BLVD (VARIES) 44' - 70' 0.67' 5'-6' BLVD (VARIES)8' BIT. TRAIL 15' DRIVE LANE ℄ 3.00%3.00% EXISTING B618 CONC CURB & GUTTER 5' CONC. WALK INSET B EXISTING B618 CONC CURB & GUTTER 26+00 TO 26+80 28+00 TO 31+25 3' - 7' MEDIAN EXISTING CONC MEDIAN 12' LEFT TURN LANE 12' STRAIGHT AND RIGHT TURN LANE 0'-15' RIGHT TURN LANE (VARIES) (SEE X-SEC'S)VARIABLE SLOPE R/ W VARIABLE SLOPE (SEE X-SEC'S) R/ W TYPICAL SECTION EXISTING AND PROPOSED NATHAN LANE 100' - 120' 20' DRIVE LANE 0.67' 100' - 120' 0.67' 0'-12' BLVD (VARIES) 8'-10' BIT. TRAIL (VARIES) 20' DRIVE LANE ℄ 3.00%3.00% EXISTING B618 CONC CURB & GUTTER 5'-6' CONC. WALK INSET BEXISTING B618 CONC CURB & GUTTER 25+45 TO 29+85 0'-5' BLVD (VARIES) *WALK & TRAIL ARE AT BACK OF CURB IN AREA OF CREEK (SEE PLAN VIEW). WALK TRANSITIONS FROM 5' TO 6' WIDE AT BACK OF CURB, AND TRAIL TRANSITIONS FROM 8' TO 10' WIDE AT BACK OF CURB. (SEE X-SEC'S)VARIABLE SLOPE R/ W VARIABLE SLOPE (SEE X-SEC'S) R/ W TYPICAL SECTION EXISTING NATHAN LANE 48' - 50' 0.67' 5'-20' BLVD (VARIES) 44' - 70' 0.67' 5'-6' BLVD (VARIES)15' DRIVE LANE ℄ 3.00%3.00% EXISTING B618 CONC CURB & GUTTER INSET B EXISTING B618 CONC CURB & GUTTER 29+85 TO 30+95 3' - 7' MEDIAN EXISTING CONC MEDIAN 12' LEFT TURN LANE 12' STRAIGHT AND RIGHT TURN LANE PROPOSED PAVEMENT SECTION: INSET D NOT TO SCALE 2" TYPE 9.5 WEARING COURSE (SPWEB340C) (2360) BITUMINOUS TACK COAT (2357) 3" TYPE 9.5 WEARING COURSE (SPWEB340C) (2360) SUBGRADE PREPARATION - STREET (2112) 5" - 8" COMPACTED RECLAIM MATERIAL (IN-PLACE)(2211) EXISTING AGGREGATE BASE (DEPTH VARIES) PROPOSED PAVEMENT SECTION: INSET B NOT TO SCALE 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) SUBGRADE PREPARATION - STREET (2112) 5" - 8" COMPACTED RECLAIM MATERIAL (IN-PLACE)(2211) BITUMINOUS TACK COAT (2357) 3" TYPE 12.5 NON-WEARING COURSE (SPNWB340C) (2360) EXISTING AGGREGATE BASE (DEPTH VARIES) 29+85 TO 31+25 86 H: \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ C A D \ C 3 D \ M I S C _ 1 2 8 7 4 7 _ P R O P O S E D F I G U R E S . d w g 3/ 2 1 / 2 0 2 3 1 1 : 3 8 : 4 5 A M R NATHAN LANE AREA PAVEMENT REHABILITATION CITY OF PLYMOUTH FIGURE 8: REALIGNMENTS MARCH 2023 PROPOSED - INSET E: FULL RECONSTRUCT PAVEMENT SECTION NOT TO SCALE PROPOSED PAVEMENT SECTION: INSET C NOT TO SCALE 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) 8" AGGREGATE BASE CL. 5 (2211) 12" SELECT GRANULAR BORROW SUBGRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS TACK COAT (2357) 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) SUBGRADE PREPARATION - STREET (2112) 5" - 8" COMPACTED RECLAIM MATERIAL (IN-PLACE)(2211) BITUMINOUS TACK COAT (2357) 3" TYPE 12.5 NON-WEARING COURSE (SPNWB340C) (2360) EXISTING AGGREGATE BASE (DEPTH VARIES) 3" TYPE 12.5 NON-WEARING COURSE (SPNWB340C) (2360) (SEE X-SEC'S)VARIABLE SLOPE R/ W VARIABLE SLOPE (SEE X-SEC'S) R/ W TYPICAL SECTION 54TH AVENUE N. & 56TH AVENUE N. 30' - 100' 20' DRIVE LANE 0.67' 10' - 81' BLVD (VARIES) 30' - 33' 0.67' 1' - 17' BLVD (VARIES) 20' DRIVE LANE ℄ 3.00%3.00% EXISTING B618 CONC CURB & GUTTER INSET C (56TH Avenue)EXISTING B618 CONC CURB & GUTTER INSET A (54TH Avenue) (SEE X-SEC'S)VARIABLE SLOPE R/ W VARIABLE SLOPE (SEE X-SEC'S) R/ W TYPICAL SECTION 56TH AVE. / NATHAN LN. REALIGNMENT 32' - 45' 15' - 20' DRIVE LANE 0.67' 12'-75' BLVD (VARIES) 43' - 236' 0.67' 6'-25' BLVD (VARIES) 17' - 23' DRIVE LANE ℄ 3.00%3.00% EXISTING B618 CONC CURB & GUTTER INSET EEXISTING B618 CONC CURB & GUTTER PROPOSED PAVEMENT SECTION: INSET A NOT TO SCALE 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) SUBGRADE PREPARATION - STREET (2112) 5" - 8" COMPACTED RECLAIM MATERIAL (IN-PLACE)(2211) BITUMINOUS TACK COAT (2357) 2" TYPE 12.5 NON-WEARING COURSE (SPNWB340C) (2360) EXISTING AGGREGATE BASE (DEPTH VARIES) INSET A: EXISTING PAVEMENT SECTION - 14" RECLAMATION INSET C: EXISTING PAVEMENT SECTION - 14" RECLAMATION NOT TO SCALE NOT TO SCALE EXISTING BITUMINOUS PAVEMENT - AVERAGE VARIES (5"-7") RECLAIM BITUMINOUS PAVEMENT & AGGREGATE BASE 12" REMOVE & DISPOSE OF UPPER 7" OF RECLAIM SECTION COMPACT REMAINING RECLAIM AND AGGREGATE BASE AVERAGE VARIES (5"-10") EXISTING BITUMINOUS PAVEMENT - AVERAGE VARIES (4"-6.5") RECLAIM BITUMINOUS PAVEMENT & AGGREGATE BASE - 14" REMOVE & DISPOSE OF UPPER 6" OF RECLAIM SECTION COMPACT REMAINING RECLAIM AND AGGREGATE BASE AVERAGE VARIES (8"-20") 87 H: \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ C A D \ C 3 D \ M I S C _ 1 2 8 7 4 7 _ P R O P O S E D F I G U R E S . d w g 3/ 2 2 / 2 0 2 3 4 : 3 6 : 1 4 P M R NATHAN LANE AREA PAVEMENT REHABILITATION CITY OF PLYMOUTH FIGURE 9: TH 169 SERVICE DR MARCH 2023 INSET A: EXISTING PAVEMENT SECTION - 14" RECLAMATION NOT TO SCALE EXISTING BITUMINOUS PAVEMENT - AVERAGE VARIES (4"-6.5") RECLAIM BITUMINOUS PAVEMENT & AGGREGATE BASE - 14" REMOVE & DISPOSE OF UPPER 6" OF RECLAIM SECTION COMPACT REMAINING RECLAIM AND AGGREGATE BASE AVERAGE VARIES (8"-20") PROPOSED PAVEMENT SECTION: INSET A NOT TO SCALE 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) SUBGRADE PREPARATION - STREET (2112) 5" - 8" COMPACTED RECLAIM MATERIAL (IN-PLACE)(2211) BITUMINOUS TACK COAT (2357) 2" TYPE 12.5 NON-WEARING COURSE (SPNWB340C) (2360) EXISTING AGGREGATE BASE (DEPTH VARIES) PROPOSED - INSET F: FULL RECONSTRUCT PAVEMENT SECTION NOT TO SCALE 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE 12.5 WEARING COURSE (SPWEB340C) (2360) 8" AGGREGATE BASE CL. 5 (2211) 12" SELECT GRANULAR BORROW SUBGRADE PREPARATION (2112) (INCIDENTAL) BITUMINOUS TACK COAT (2357) 2" TYPE 12.5 NON-WEARING COURSE (SPNWB340C) (2360) (54TH AVENUE & TH 169 SERVICE DRIVE INTERSECTION) (SEE X-SEC'S)VARIABLE SLOPE R/ W VARIABLE SLOPE (SEE X-SEC'S) R/ W TYPICAL SECTION TH 169 SERVICE ROAD 15' - 30' 15' DRIVE LANE 0.67' 5'-8' BLVD (VARIES) 30' - 78' 0.67' 6'-8' BLVD (VARIES) 15' DRIVE LANE ℄ 3.00%3.00% EXISTING B618 CONC CURB & GUTTER INSET AEXISTING B618 CONC CURB & GUTTER 88 Prepared by: Bolton & Menk, Inc. 2023 City Center Pavement Rehabilitation Project ǀ C.P. ST230001 | BMI 0T1.128224 Appendix A: Project Location Maps 89 )*169 )*169 GVWX10 Bass Lake Road County Road 10 Hi g h w a y 1 6 9 N a t h a n L a n e N o rt h 49th Avenue North International Parkway Schmidt Lake Road 51st Place N o r t h Hillsboro Avenue North 55th A v e n u e N o r t h S a r a t o gaLane North Na t h a n L a n e N o r t h 5 2nd Avenue North Er i c k s o n D r i v e 50th Avenue North Hi g h w a y 1 6 9 S e r v i c e R o a d 4 9 t h A v e nue North Highway 169 Service Drive 51st Avenue North R esearch Center Road West 57thAvenueNorth T r e nton Lane N orth Orleans Lane North Science Center Drive 54th Avenue North 56th Avenue North Ma p D o c u m e n t : \ \ a r c s e r v e r 1 \ G I S \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ E S R I \ P r o \ P r o j e c t L o c a t i o n _ A s s e s s m e n t . a p r x | U s e r n a m e : D a v i d s a | D a t e S a v e d : 1 2 / 2 2 / 2 0 2 2 4 : 1 3 P M Legend Parcels Project Locations Rehabilitation Realignment Removal 0 400 Feet Source: MnGeo, Hennepin County !I 2023 Nathan Lane Area Improvements City of Plymouth, MN Project Area Map December 2022 2023 Nathan Lane Area Pavement Rehabilitation Project Area Map March 2023 90 Prepared by: Bolton & Menk, Inc. 2023 City Center Pavement Rehabilitation Project ǀ C.P. ST230001 | BMI 0T1.128224 Appendix B: Street Ratings 91 © 2023 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS H: \ P L Y M \ 0 T 1 1 2 8 7 4 7 \ C A D \ C 3 D \ M I S C _ 1 2 8 7 4 7 _ P A S E R F I G U R E . d w g 3/ 2 1 / 2 0 2 3 9 : 4 2 : 0 0 A M R 2023 NATHAN LANE REHABILITATION PROJECT CITY OF PLYMOUTH 2022 PASER STREET RATINGS MARCH 2023 56TH AVE N 54TH AVE N 51ST AVE N NA T H A N L A N E N NA T H A N L A N E N TH 1 6 9 S E R V I C E D R I V E TH 1 6 9 S E R V I C E D R I V E SCHMIDT LAKE RD BASS LAKE RD TH 1 6 9 CP RAILROAD 57TH AVE N 56T H A V E N 55TH AV E N 54TH PL N NA T H A N L A N E N BO O N E A V E N BASS LAKE R D CP RAILROAD TH 1 6 9 TH 1 6 9 R FEETSCALE 0 300 600 HORZ. PARCELS PROJECT LOCATIONS PASER RATING 2022 3 4 5 6 49TH AVE N LEGEND 92 Prepared by: Bolton & Menk, Inc. 2023 City Center Pavement Rehabilitation Project ǀ C.P. ST230001 | BMI 0T1.128224 Appendix C: Preliminary Cost Estimate 93 ENGINEER'S ESTIMATE 2023 NATHAN LANE AREA PAVEMENT REHABILITATION PROJECT CITY OF PLYMOUTH, MN CITY PROJECT NO. ST249005 FL 56th / Nathan Lane / Hammerhead Realignment 56th / Nathan Lane / Hammerhead Realignment Roadway Quantity Roadway Costs 1 2021.501 MOBILIZATION LUMP SUM $150,000.00 0.2 0.2 0.2 0.2 0.2 1 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $150,000.00 2 2101.502 CLEARING EACH $500.00 7 7 $3,500.00 $3,500.00 3 2101.502 GRUBBING EACH $500.00 7 7 $3,500.00 $3,500.00 4 2101.505 CLEARING (P)ACRE $2,500.00 0.1 0.1 $250.00 $250.00 5 2101.505 GRUBBING (P)ACRE $2,500.00 0.1 0.1 $250.00 $250.00 6 2104.502 REMOVE UTILITY VAULT EACH $750.00 2 2 $1,500.00 $1,500.00 7 2104.502 REMOVE LIGHT FOUNDATION EACH $2,500.00 1 1 $2,500.00 $2,500.00 8 2104.502 REMOVE WOOD POLE EACH $1,500.00 1 1 $1,500.00 $1,500.00 9 2104.502 SALVAGE SERVICE CABINET EACH $1,000.00 1 1 $1,000.00 $1,000.00 10 2104.502 SALVAGE NON-INTRUSIVE DETECTION HARDWARE EACH $1,000.00 1 1 $1,000.00 $1,000.00 11 2104.502 REMOVE CASTING EACH $245.00 7 7 $1,715.00 $1,715.00 12 2104.601 REMOVE CABLES LUMP SUM $1,000.00 1 1 $1,000.00 $1,000.00 13 2104.503 REMOVE CHAIN LINK FENCE LIN FT $40.00 33 33 $1,320.00 $1,320.00 14 2506.602 REPAIR DRAINAGE STRUCTURE EACH $1,500.00 10 10 $15,000.00 $15,000.00 15 2104.502 REMOVE HYDRANT EACH $500.00 3 3 $1,500.00 $1,500.00 16 2104.502 REMOVE SIGN POST EACH $30.00 14 6 20 $420.00 $180.00 $600.00 17 2104.502 REMOVE SIGN PANEL EACH $30.00 7 6 13 $210.00 $180.00 $390.00 18 2104.502 SALVAGE SIGN PANEL EACH $50.00 14 9 23 $700.00 $450.00 $1,150.00 19 2104.502 SALVAGE SIGN TYPE SPECIAL EACH $100.00 1 1 $100.00 $100.00 20 2104.618 SALVAGE BRICK PAVERS SQ FT $15.00 31 31 $465.00 $465.00 21 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT $3.50 32 1086 78 1196 $112.00 $3,801.00 $273.00 $4,186.00 22 2104.503 REMOVE CURB AND GUTTER LIN FT $12.00 105 7931 1110 9146 $1,260.00 $95,172.00 $13,320.00 $109,752.00 23 2104.503 REMOVE WATERMAIN LIN FT $20.00 65 65 $1,300.00 $1,300.00 24 2104.503 REMOVE SEWER PIPE (STORM)LIN FT $15.00 381 381 $5,715.00 $5,715.00 25 2104.518 REMOVE BITUMINOUS WALK SQ FT $3.00 3148 3148 $9,444.00 $9,444.00 26 2104.504 REMOVE CONCRETE PAVEMENT SQ YD $15.00 146 146 $2,190.00 $2,190.00 27 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $20.00 63 63 $1,260.00 $1,260.00 28 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $10.00 258 258 $2,580.00 $2,580.00 29 2104.504 REMOVE BITUMINOUS PAVEMENT (STREET)SQ YD $10.00 1370 3035 4405 $13,700.00 $30,350.00 $44,050.00 30 2211.509 AGGREGATE BASE CLASS 5 (CV)TON $15.00 9384 14733 24117 $140,760.00 $220,995.00 $361,755.00 31 2112.604 SUBGRADE PREPARATION (P)SQ YD $5.00 29361 29361 $146,805.00 $146,805.00 32 2215.504 RECLAIM BITUMINOUS PAVEMENT (11")(P)SQ YD $3.00 9653 9653 $28,959.00 $28,959.00 33 2215.504 RECLAIM BITUMINOUS PAVEMENT (14")(P)SQ YD $3.00 22616 22616 $67,848.00 $67,848.00 34 2106.507 COMMON EXCAVATION (EV)(P)CU YD $20.00 6637 3280 9917 $132,740.00 $65,600.00 $198,340.00 35 2105.607 SUBGRADE EXCAVATION (EV)(EV)CU YD $24.00 29 1159 145 1333 $696.00 $27,816.00 $3,480.00 $31,992.00 36 2105.607 SELECT GRANULAR BORROW (CV)(P)CU YD $35.00 970 1523 2493 $33,950.00 $53,305.00 $87,255.00 Total Estimated Costs Total Estimated Quantity Trail/ADA Costs Street Quantity Street CostsItem No.MnDOT Spec No.Item Estimated Unit Price Trail/ADA QuantityNotesUnit Sewer Quantity Sewer CostsWatermain Quantity Watermain Costs , Engineer's Estimate Bolton & Menk, Inc.Page 1 of 4 94 ENGINEER'S ESTIMATE 2023 NATHAN LANE AREA PAVEMENT REHABILITATION PROJECT CITY OF PLYMOUTH, MN CITY PROJECT NO. ST249005 FL 56th / Nathan Lane / Hammerhead Realignment 56th / Nathan Lane / Hammerhead Realignment Roadway Quantity Roadway Costs Total Estimated Costs Total Estimated Quantity Trail/ADA Costs Street Quantity Street CostsItem No.MnDOT Spec No.Item Estimated Unit Price Trail/ADA QuantityNotesUnit Sewer Quantity Sewer CostsWatermain Quantity Watermain Costs 37 2105.607 STABILIZING AGGREGATE (CLASS 5/SALVAGED RECLAIM) (CV)(CV)(P)CU YD $15.00 29 1159 145 1333 $435.00 $17,385.00 $2,175.00 $19,995.00 38 2231.604 BITUMINOUS PATCH SPECIAL SQ YD $40.00 80 80 $3,200.00 $3,200.00 39 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL $4.00 3463 435 3898 $13,852.00 $1,740.00 $15,592.00 40 2521.518 3" BITUMINOUS WALK (TRAIL)(1)SQ YD $50.00 611 611 $30,550.00 $30,550.00 41 2360.504 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 3" THICK TON $100.00 51 51 $5,100.00 $5,100.00 42 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON $80.00 8623 873 9496 $689,840.00 $69,840.00 $759,680.00 43 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)TON $90.00 3567 698 4265 $321,030.00 $62,820.00 $383,850.00 44 2504.601 IRRIGATION SYSTEM (REPAIR)ALLOWANCE $8,000.00 0.25 0.5 0.25 1 $2,000.00 $4,000.00 $2,000.00 $8,000.00 45 2504.602 ADJUST GATE VALVE & BOX EACH $400.00 23 23 $9,200.00 $9,200.00 46 2504.602 REPLACE FITTING BOLTS EACH $100.00 80 80 $8,000.00 $8,000.00 47 2504.602 HYDRANT EACH $7,000.00 3 3 $21,000.00 $21,000.00 48 2504.602 6" GATE VALVE & BOX EACH $3,000.00 3 3 $9,000.00 $9,000.00 49 2504.602 8" GATE VALVE & BOX EACH $4,000.00 1 1 $4,000.00 $4,000.00 50 2504.602 10" GATE VALVE & BOX EACH $5,000.00 1 1 $5,000.00 $5,000.00 51 2504.602 12" GATE VALVE & BOX EACH $6,000.00 1 1 $6,000.00 $6,000.00 52 2504.602 CONNECT TO EXISTING WATER MAIN EACH $1,500.00 6 6 $9,000.00 $9,000.00 53 2504.603 6" PVC WATERMAIN LIN FT $60.00 76 76 $4,560.00 $4,560.00 54 2504.603 8" PVC WATERMAIN LIN FT $100.00 20 20 $2,000.00 $2,000.00 55 2504.603 10" PVC WATERMAIN LIN FT $110.00 20 20 $2,200.00 $2,200.00 56 2504.603 12" PVC WATERMAIN LIN FT $120.00 12 12 $1,440.00 $1,440.00 57 2504.608 DUCTILE IRON FITTINGS POUNDS $15.00 1097 1097 $16,455.00 $16,455.00 58 2503.503 6" PERF PVC PIPE DRAIN LIN FT $20.00 134 134 $2,680.00 $2,680.00 59 2503.503 6" PVC PIPE DRAIN CLEANOUT EACH $300.00 6 6 $1,800.00 $1,800.00 60 2503.503 12" RC PIPE SEWER CLASS III LIN FT $95.00 111 111 $10,545.00 $10,545.00 61 2503.503 15" RC PIPE SEWER CLASS III LIN FT $100.00 469 469 $46,900.00 $46,900.00 62 2503.503 24" RC PIPE SEWER CLASS III LIN FT $150.00 54 54 $8,100.00 $8,100.00 63 2503.503 48" RC PIPE SEWER CLASS III LIN FT $220.00 28 28 $6,160.00 $6,160.00 64 2503.602 CONNECT TO EXISTING STORM PIPE EACH $1,200.00 8 8 $9,600.00 $9,600.00 65 2503.602 CONSTRUCT BULKHEAD EACH $935.00 2 2 $1,870.00 $1,870.00 66 2506.502 15" PIPE APRON EACH $2,500.00 3 3 $7,500.00 $7,500.00 67 2501.602 48" PIPE APRON EACH $2,500.00 2 2 $5,000.00 $5,000.00 68 2506.503 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 1 (2X3)LIN FT $850.00 35.14 35 $29,869.00 $29,869.00 69 2506.503 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 2 (SAFL BAFFLE W/SUMP)LIN FT $1,200.00 28 28 $33,600.00 $33,600.00 70 2506.502 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT $900.00 18.79 19 $16,911.00 $16,911.00 71 2506.502 CONST DRAINAGE STRUCTURE DE 48-4022 LIN FT $900.00 19.8 20 $17,820.00 $17,820.00 72 2506.502 CONST DRAINAGE STRUCTURE DES 72-4020 LIN FT $2,500.00 12.1 12 $30,250.00 $30,250.00 73 2506.502 CASTING ASSEMBLY (STORM)EACH $1,000.00 7 11 18 $7,000.00 $11,000.00 $18,000.00 , Engineer's Estimate Bolton & Menk, Inc.Page 2 of 4 95 ENGINEER'S ESTIMATE 2023 NATHAN LANE AREA PAVEMENT REHABILITATION PROJECT CITY OF PLYMOUTH, MN CITY PROJECT NO. ST249005 FL 56th / Nathan Lane / Hammerhead Realignment 56th / Nathan Lane / Hammerhead Realignment Roadway Quantity Roadway Costs Total Estimated Costs Total Estimated Quantity Trail/ADA Costs Street Quantity Street CostsItem No.MnDOT Spec No.Item Estimated Unit Price Trail/ADA QuantityNotesUnit Sewer Quantity Sewer CostsWatermain Quantity Watermain Costs 74 2506.602 ADJUST FRAME & RING CASTING (SPECIAL) (STORM) EACH $800.00 12 12 $9,600.00 $9,600.00 75 2506.602 ADJUST FRAME & RING CASTING (SPECIAL) (SSWR) (2)EACH $800.00 19 19 $15,200.00 $15,200.00 76 2506.602 CONNECT TO EXISTING STRUCTURE EACH $750.00 3 3 $2,250.00 $2,250.00 77 2511.507 RANDOM RIPRAP CLASS III CU YD $150.00 15 15 $2,250.00 $2,250.00 78 2511.507 RANDOM RIPRAP CLASS IV CU YD $150.00 26 26 $3,900.00 $3,900.00 79 2521.518 4" CONCRETE WALK SQ FT $9.00 2202 2202 $19,818.00 $19,818.00 80 2521.518 6" CONCRETE WALK SQ FT $16.00 939 939 $15,024.00 $15,024.00 81 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $30.00 7643 2285 9928 $229,290.00 $68,550.00 $297,840.00 82 2531.504 8" CONCRETE DRIVEWAY PAVEMENT SQ YD $145.00 298 298 $43,210.00 $43,210.00 83 2531.604 8" CONCRETE VALLEY GUTTER SQ YD $115.00 480 480 $55,200.00 $55,200.00 84 2531.618 TRUNCATED DOMES SQ FT $70.00 144 144 $10,080.00 $10,080.00 85 2545.502 LIGHT FOUNDATION DESIGN E MODIFIED EACH $2,500.00 1 1 $2,500.00 $2,500.00 86 2550.502 OUTDOOR FIBER SPLICE ENCLOSURE EACH $1,500.00 1 1 $1,500.00 $1,500.00 87 2550.503 1.5" NON-METALLIC CONDUIT LIN FT $20.00 50 50 $1,000.00 $1,000.00 88 2550.503 2" NON-METALLIC CONDUIT LIN FT $25.00 75 75 $1,875.00 $1,875.00 89 2550.503 POWER CABLE 1 CONDUCTOR NO 2 LIN FT $12.00 175 175 $2,100.00 $2,100.00 90 2550.503 SIGNAL CONTROL CABLE 3 COND NO 4 LIN FT $12.00 45 45 $540.00 $540.00 91 2550.601 FIBER OPTIC CABLE TESTING LUMP SUM $2,000.00 1 1 $2,000.00 $2,000.00 92 2550.601 FIBER OPTIC PIGTAIL TERMINATION EACH $1,000.00 1 1 $1,000.00 $1,000.00 93 2550.601 FIBER OPTIC CABLE SPLICING EACH $1,500.00 1 1 $1,500.00 $1,500.00 94 2550.602 PULL VAULT EACH $750.00 2 2 $1,500.00 $1,500.00 95 2550.602 INSTALL SERVICE CABINET EACH $2,000.00 1 1 $2,000.00 $2,000.00 96 2550.602 INSTALL NON-INTRUSIVE DETECTION HARDWARE EACH $2,500.00 1 1 $2,500.00 $2,500.00 97 2550.603 ARMORED FIBER OPTIC PIGTAIL CABLE 6SM LIN FT $25.00 125 125 $3,125.00 $3,125.00 98 2550.603 REROUTE CABLE LIN FT $20.00 40 40 $800.00 $800.00 99 2554.460 TENSION CABLE GUARDRAIL LIN FT $60.00 140 140 $8,400.00 $8,400.00 100 2554.502 END TREATMENT - TANGENT TERMINAL EACH $4,000.00 1 1 $4,000.00 $4,000.00 101 2554.502 ANCHORAGE ASSEMBLY EACH $12,000.00 1 1 $12,000.00 $12,000.00 102 2557.603 INSTALL CHAIN LINK FENCE (SALVAGED)LIN FT $28.53 33 33 $941.49 $941.49 103 2563.601 TRAFFIC CONTROL LUMP SUM $25,000.00 0.15 0.2 0.2 0.25 0.2 1 $3,750.00 $5,000.00 $5,000.00 $6,250.00 $5,000.00 $25,000.00 104 2564.602 INSTALL SIGN PANEL EACH $200.00 17 8 25 $3,400.00 $1,600.00 $5,000.00 105 2564.602 SIGN POST EACH $200.00 12 6 18 $2,400.00 $1,200.00 $3,600.00 106 2564.618 SIGN PANEL TYPE C SQ FT $50.00 83 36 119 $4,150.00 $1,800.00 $5,950.00 107 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM $1,000.00 1 1 $1,000.00 $1,000.00 108 2573.502 STORM DRAIN INLET PROTECTION EACH $250.00 72 12 84 $18,000.00 $3,000.00 $21,000.00 , Engineer's Estimate Bolton & Menk, Inc.Page 3 of 4 96 ENGINEER'S ESTIMATE 2023 NATHAN LANE AREA PAVEMENT REHABILITATION PROJECT CITY OF PLYMOUTH, MN CITY PROJECT NO. ST249005 FL 56th / Nathan Lane / Hammerhead Realignment 56th / Nathan Lane / Hammerhead Realignment Roadway Quantity Roadway Costs Total Estimated Costs Total Estimated Quantity Trail/ADA Costs Street Quantity Street CostsItem No.MnDOT Spec No.Item Estimated Unit Price Trail/ADA QuantityNotesUnit Sewer Quantity Sewer CostsWatermain Quantity Watermain Costs 109 2573.503 SILT FENCE, TYPE MS LIN FT $4.00 855 756 1611 $3,420.00 $3,024.00 $6,444.00 110 2573.503 SILT FENCE, TYPE HI LIN FT $5.00 985 985 $4,925.00 $4,925.00 111 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT $5.00 500 78 578 $2,500.00 $390.00 $2,890.00 112 2573.603 INSTALL FLOATATION SILT CURTAIN LIN FT $16.00 44 44 $704.00 $704.00 113 2574.507 COMMON TOPSOIL BORROW (LV)(LV)CU YD $45.00 502 518 1020 $22,590.00 $23,310.00 $45,900.00 114 2574.607 WATER QUALITY TOPSOIL BORROW CU YD $45.00 144 144 $6,480.00 $6,480.00 115 2575.604 HYDROMULCH (W/ SEED MIX 25-131)SQ YD $3.00 5718 3316 9034 $17,154.00 $9,948.00 $27,102.00 116 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 (W/ SEED MIX 25-151)SQ YD $3.50 1354 1354 $4,739.00 $4,739.00 117 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 (W/ SEED MIX 33-261)SQ YD $3.50 1449 1449 $5,071.50 $5,071.50 118 2582.503 4" SOLID LINE MULTI COMP-WHITE LIN FT $1.00 170 170 $170.00 $170.00 119 2582.503 4" DOUBLE SOLID LINE MULTI COMP-YELLOW LIN FT $2.00 8320 795 9115 $16,640.00 $1,590.00 $18,230.00 120 2582.503 24" SOLID LINE MULTI COMP-WHITE LIN FT $12.00 127 29 156 $1,524.00 $348.00 $1,872.00 121 2582.503 24" SOLID LINE MULTI COMP-YELLOW LIN FT $12.00 85 85 $1,020.00 $1,020.00 122 2582.518 PAVT MSSG MULTI COMP SQ FT $15.00 61 61 $915.00 $915.00 ESTIMATED CONSTRUCTION COSTS:$93,119.00 $118,455.00 $319,235.00 $2,340,890.49 $702,064.50 $3,573,763.99 10% CONTINGENCIES:$9,311.90 $11,845.50 $31,923.50 $234,089.05 $70,206.45 $357,376.40 15% DESIGN, ADMINISTRATION:$13,967.85 $17,768.25 $47,885.25 $351,133.57 $105,309.68 $536,064.60 TOTAL ESTIMATED PROJECT COST:$116,398.75 $148,068.75 $399,043.75 $2,926,113.11 $877,580.63 $4,467,204.99 , Engineer's Estimate Bolton & Menk, Inc.Page 4 of 4 97 Prepared by: Bolton & Menk, Inc. 2023 City Center Pavement Rehabilitation Project ǀ C.P. ST230001 | BMI 0T1.128224 Appendix D: Assessment Roll 98 Preliminary Assessment Roll 2023 NATHAN LN AREA REHABILITATION IMPROVEMENTS CITY OF PLYMOUTH CITY PROJECT NO. ST249005 BMI PROJECT NO. 0T1.128747 Sec Twp Rng Q/Q Suffix 1 118 22 41 0008 1 118 22 41 0010 1 118 22 42 0007 1 118 22 42 0009 1 118 22 42 0010 1 118 22 42 0014 1 118 22 42 0015 1 118 22 42 0016 1 118 22 42 0017 1 118 22 42 0018 1 118 22 42 0019 1 118 22 42 0020 1 118 22 42 0021 1 118 22 42 0022 1 118 22 42 0023 1 118 22 42 0024 1 118 22 42 0025 1 118 22 42 0026 1 118 22 42 0027 1 118 22 42 0028 1 118 22 42 0029 1 118 22 42 0030 1 118 22 42 0031 1 118 22 42 0032 1 118 22 42 0033 1 118 22 42 0034 1 118 22 42 0035 1 118 22 42 0036 1 118 22 42 0037 1 118 22 42 0038 1 118 22 42 0039 1 118 22 42 0041 1 118 22 42 0042 1 118 22 42 0043 1 118 22 42 0044 1 118 22 42 0045 1 118 22 42 0046 99 Preliminary Assessment Roll 2023 NATHAN LN AREA REHABILITATION IMPROVEMENTS CITY OF PLYMOUTH CITY PROJECT NO. ST249005 BMI PROJECT NO. 0T1.128747 Sec Twp Rng Q/Q Suffix 1 118 22 42 0047 1 118 22 42 0048 1 118 22 42 0049 1 118 22 43 0138 1 118 22 43 0139 1 118 22 43 0140 1 118 22 43 0141 1 118 22 43 0142 1 118 22 43 0143 1 118 22 43 0144 1 118 22 43 0145 1 118 22 43 0146 1 118 22 43 0147 1 118 22 43 0148 1 118 22 43 0149 1 118 22 43 0150 1 118 22 43 0151 1 118 22 43 0152 1 118 22 43 0153 1 118 22 43 0154 1 118 22 43 0155 1 118 22 43 0156 1 118 22 43 0157 1 118 22 43 0158 1 118 22 43 0159 1 118 22 43 0160 1 118 22 43 0161 1 118 22 43 0162 1 118 22 43 0163 1 118 22 43 0164 1 118 22 43 0165 1 118 22 43 0166 1 118 22 43 0167 1 118 22 43 0169 1 118 22 43 0170 1 118 22 43 0171 1 118 22 43 0172 100 Preliminary Assessment Roll 2023 NATHAN LN AREA REHABILITATION IMPROVEMENTS CITY OF PLYMOUTH CITY PROJECT NO. ST249005 BMI PROJECT NO. 0T1.128747 Sec Twp Rng Q/Q Suffix 1 118 22 43 0173 1 118 22 43 0174 1 118 22 43 0175 1 118 22 43 0176 1 118 22 43 0177 1 118 22 43 0178 1 118 22 43 0179 1 118 22 43 0180 1 118 22 43 0181 1 118 22 43 0182 1 118 22 43 0183 1 118 22 43 0185 1 118 22 43 0186 1 118 22 43 0187 1 118 22 43 0188 1 118 22 43 0189 1 118 22 43 0190 1 118 22 43 0191 1 118 22 43 0192 1 118 22 43 0193 1 118 22 43 0194 1 118 22 43 0195 1 118 22 43 0196 1 118 22 43 0197 1 118 22 43 0198 1 118 22 43 0199 1 118 22 43 0200 1 118 22 43 0201 1 118 22 43 0202 1 118 22 43 0203 1 118 22 44 0002 1 118 22 44 0003 1 118 22 44 0004 1 118 22 44 0005 1 118 22 44 0016 1 118 22 44 0017 1 118 22 44 0026 101 Preliminary Assessment Roll 2023 NATHAN LN AREA REHABILITATION IMPROVEMENTS CITY OF PLYMOUTH CITY PROJECT NO. ST249005 BMI PROJECT NO. 0T1.128747 Sec Twp Rng Q/Q Suffix 1 118 22 44 0027 1 118 22 44 0028 1 118 22 44 0029 1 118 22 44 0030 1 118 22 44 0031 12 118 22 11 0005 12 118 22 12 0008 12 118 22 14 0001 102 CITY OF PLYMOUTH RESOLUTION NO. 2023-094 RESOLUTION ORDERING PRELIMINARY ENGINEERING REPORT FOR THE NATHAN LANE AREA PAVEMENT REHABILITATION PROJECT (ST249005) WHEREAS, the 2023-2032 Capital Improvement Plan made recommendations for the Nathan Lane Area Pavement Rehabilitation Project; and WHEREAS, it is necessary to undertake a Preliminary Engineering Report to determine the work required on each street recommended to be considered for the Nathan Lane Area Pavement Rehabilitation Project (ST249005); and WHEREAS, Nathan Lane between 51st Avenue and Bass Lake Road, 56th Avenue between Nathan Lane and Highway 169 Service Drive, 54th Avenue between Nathan Lane and Highway 169 Service Drive, and Highway 169 Service Drive between 56th Avenue and Schmidt Lake Road is the recommended project area. NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH, MINNESOTAthat the City Engineer is hereby instructed to prepare a Preliminary Engineering Report with all convenient speed by advising the Council, in a preliminary way, as to whether the proposed improvements are feasible and as to whether it should best be made as proposed or in conjunction with some other improvement and the estimated cost of the improvements as recommended. APPROVED by the City Council on this 30th day of March, 2023. 103 CITY OF PLYMOUTH RESOLUTION NO. 2023-095 RESOLUTION RECEIVING PRELIMINARY ENGINEERING REPORT, ORDERING PREPARATION OF PLANS AND SPECIFICATIONS,AND CALLING FOR A PUBLIC HEARING FOR THE NATHAN LANE AREA PAVEMENT REHABILITATION PROJECT (ST249005) WHEREAS, pursuant to a resolution of the City Council adopted March 30, 2023, a report has been prepared with reference to the recommended project area including Nathan Lane between 51st Avenue and Bass Lake Road, 56th Avenue between Nathan Lane and Highway 169 Service Drive, 54th Avenue between Nathan Lane and Highway 169 Service Drive, and Highway 169 Service Drive between 56th Avenue and Schmidt Lake Road; and WHEREAS, the proposed improvement includes full depth reclamation of streets, reconstruction of streets, installation and replacement of concrete curb and gutter, trail construction, water main repairs, storm sewer installation and repairs, sanitary sewer repairs, and all necessary appurtenances; and WHEREAS, said report is being received by the Council on March 30, 2023; and WHEREAS, the report provides information regarding whether the proposed project is necessary, cost effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvements as recommended; and a description of the methodology used to calculate individual assessments for affected parcels. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA: 1. The Council will consider the improvement of such streets in accordance with the report and the assessment of abutting and adjacent property within the designated Nathan Lane Area Pavement Rehabilitation Project, City Project No. ST249005, for all or a portion of the cost of the improvement pursuant to Minnesota Statutes 429.011 to 429.111 (Laws 1953, Chapter 398, as amended) at an estimated total cost of the improvement of $4,467,000.00. 2. A public hearing shall be held on such proposed improvement on the 23rd day of May, 2023, in the Council Chambers of the Plymouth City Center at 3400 Plymouth Boulevard at 7:00 p.m., and the Clerk shall give mailed and published notice of such hearing and improvements as required by law. 3. Bolton & Menk, Inc. has previously been designated as engineer for the improvement. They shall prepare plans and specifications for the making of such improvement. APPROVED by the City Council on this 30th day of March, 2023. 104 CITY OF PLYMOUTH RESOLUTION NO. 2023-096 RESOLUTION APPROVING PLANS AND SPECIFICATIONS,AND ORDERING ADVERTISEMENT FOR BIDS FOR THE NATHAN LANE AREA PAVEMENT REHABILITATION PROJECT (ST249005) WHEREAS, pursuant to a resolution of the City Council adopted March 30, 2023, the City Engineer has prepared plans and specifications for improvement No. ST249005, the improvement of the Nathan Lane AreaPavement Rehabilitation Project including Nathan Lane between 51st Avenue and Bass Lake Road, 56th Avenue between Nathan Lane and Highway 169 Service Drive, 54th Avenue between Nathan Lane and Highway 169 Service Drive, and Highway 169 Service Drive between 56th Avenue and Schmidt Lake Road by full depth reclamation of streets, reconstruction of streets, installation and replacement of concrete curb and gutter, trail construction, water main repairs, storm sewer installation and repairs, sanitary sewer repairs, and all necessary appurtenances, and has presented such Plans and Specifications to the Council for approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA: 1.Such plans and specifications, a copy of which is attached hereto and made a part hereof, are hereby approved. 2.The City Clerk shall prepare and cause to be inserted in the official paper and on Quest CDN an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published two times, shall specify the work to be done, shall state that bids will be received online by QuestCDN until 10:00 a.m. on April 20, 2023 at which time they will be publicly displayed in the City Council Chambers of the Plymouth City Center building at 3400 Plymouth Boulevard, Plymouth, Minnesota, by the City Engineer and City Clerk, will then be tabulated, and will be considered by the council at 7:00 p.m. on May 23, 2023, in the Council Chambers. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless submitted online via the QuestCDN bidding site and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the City Clerk for five percent of the amount of such bid. APPROVED by the City Council on this 30th day of March, 2023. 105 CITY OF PLYMOUTH RESOLUTION NO. 2023-097 RESOLUTION DECLARING COST TO BE ASSESSED,AND ORDERING PREPARATION OF PROPOSED ASSESSMENT FOR THE NATHAN LANE AREA PAVEMENT REHABILITATION PROJECT (ST249005) WHEREAS, estimated costs have been calculated for the Nathan Lane AreaPavement Rehabilitation Project, City Project No. ST249005 including Nathan Lane between 51st Avenue and Bass Lake Road, 56th Avenue between Nathan Lane and Highway 169 Service Drive, 54th Avenue between Nathan Lane and Highway 169 Service Drive, and Highway 169 Service Drive between 56th Avenue and Schmidt Lake Road, and the estimated cost for such improvement is $3,931,000.00, and the expenses incurred or to be incurred in the making of such improvement amount to $536,000.00 so that the total cost of the improvement will be $4,467,000.00. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA: 1. The portion of the cost of such improvement to be paid by the City of Plymouth is hereby declared to be $3,368,000.00 and the portion of the cost to be assessed against benefited property owners is declared to be $1,099,000.00. 2. Assessments shall be payable in equal annual installments extending over a period of either 5 years, 10 years, or 15 years with the first of the installments to be payable on or before the first Monday in January, 2024, and shall bear the interest rate of 2.52% percent for a 5 year term, 2.64% for a 10 year term, or 3.22% for a 15 year term per annum from the date of the adoption of the assessment resolution. 3. The City Clerk, with the assistance of the City Engineer, shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by the law, and shall file a copy of such proposed assessment in the office for public inspection. 4. The Clerk shall upon completion of such proposed assessment notify the City Council thereof. APPROVED by the City Council on this 30th day of March, 2023. 106 CITY OF PLYMOUTH RESOLUTION NO. 2023-098 RESOLUTION FOR HEARING ON PROPOSED ASSESSMENT FOR THE NATHAN LANE AREA PAVEMENT REHABILITATION PROJECT (ST249005) WHEREAS, by a resolution passed by the Council on March 30, 2023, the City Clerk was directed to prepare a proposed assessment of the cost for the improvement located on Nathan Lane between 51st Avenue and Bass Lake Road, 56th Avenue between Nathan Lane and Highway 169 Service Drive, 54th Avenue between Nathan Lane and Highway 169 Service Drive, and Highway 169 Service Drive between 56th Avenue and Schmidt Lake Road by full depth reclamation of streets, reconstruction of streets, installation and replacement of concrete curb and gutter, trail construction, water main repairs, storm sewer installation and repairs, sanitary sewer repairs, and all necessary appurtenances; and WHEREAS, the Clerk has notified the Council that such proposed assessment has been completed and filed in the office of the City Clerk for public inspection. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA: 1. A hearing shall be held on the 23rd day of May, 2023, in the City Council Chambers of the Plymouth City Center, 3400 Plymouth Boulevard, Plymouth, Minnesota at 7:00 p.m. to pass upon such proposed assessment and at such time and place all persons owning property affected by such improvement will be given an opportunity to be heard with reference to such assessment. 2. The City Clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published once in the official newspaper at least two weeks prior to the hearing and shall state in the notice the total cost of the improvement. The Clerk shall also cause mailed notice to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearing. APPROVED by the City Council on this 30th day of March, 2023. 107 Regular City Council March 30, 2023 Agenda Number:6.8 To:Dave Callister, City Manager Prepared by:Jennifer Tomlinson, Parks and Recreation Director Reviewed by:Jennifer Tomlinson, Director of Parks and Recreation Item:Approve submittal of Outdoor Recreation Grant application 1.Action Requested: Adopt the attached resolution authorizing submittal of the Outdoor Recreation grant and execution of such agreements necessary to implement project. 2.Background: The Outdoor Recreation Grant program is administered by the Minnesota Department of Natural Resources to increase and enhance outdoor recreation facilities in local and community parks throughout the state. The program provides matching grants to local units of government for up to 50% of the cost of acquisition, development and/or redevelopment of local parks and recreation areas. Plymouth's grant request is for $350,000 intended to supplement Park Dedication fees to develop the Meadows Park in fiscal year 2024. The City of Plymouth would act as legal sponsor for the project contained in the Outdoor Recreation Grant application to be submitted on March 31. The Director of Parks and Recreation would be authorized to apply to the Department of Natural Resources for funding of this project on behalf of the City of Plymouth. Mayor Jeffry Wosje would be authorized to execute such agreements as necessary to implement the project on behalf of the City of Plymouth. 3.Budget Impact: N/A 4.Attachments: City Council Resolution 2023-099 108 CITY OF PLYMOUTH RESOLUTION NO. 2023-099 RESOLUTION AUTHORIZING SUBMITTAL OF OUTDOOR RECREATION GRANT AND EXECUTION OF SUCH AGREEMENTS NECESSARY TO IMPLEMENT PROJECT WHEREAS, the City of Plymouth will act as legal sponsor for the project contained in the Outdoor Recreation Grant application to be submitted on March 31; and WHEREAS, the Director of Parks and Recreation is hereby authorized to apply to the Department of Natural Resources for funding of this project on behalf of the City of Plymouth; and WHEREAS, the City of Plymouth maintains an adequate Conflict of Interest Policy and, throughout the term of the contract, will monitor and report any actual or potential conflicts of interest to the State of Minnesota, upon discovery; and WHEREAS, the City of Plymouth has the legal authority to apply for financial assistance, and has the financial capability to meet the match requirement (if any) and ensure adequate construction, operation, maintenance and replacement of the proposed project for its design life; and WHEREAS, the City of Plymouth has not incurred any development costs and has not entered into a written purchase agreement to acquire the property described in the Cost Breakdown section on this application; and WHEREAS, upon approval of its application by the State of Minnesota, the City of Plymouth may enter into an agreement with the State of Minnesota for the above-referenced project, and that the City of Plymouth certifies that it will comply with all applicable laws and regulations as stated in the grant agreement including dedicating the park property for uses consistent with the funding grant program into perpetuity. NOW, THEREFORE BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that Mayor Jeffry Wosje is hereby authorized to execute such agreements as necessary to implement the project on behalf of the City of Plymouth. APPROVED by the City Council on this 30th day of March, 2023. I CERTIFY THAT the above resolution was adopted by the City Council of City of Plymouth on March 30, 2023. SIGNED: WITNESSED: _______________________________ _____________________________________ (Signature) (Signature) _______________________________ _____________________________________ (Title) (Date) (Title) (Date) 109 Regular City Council March 30, 2023 Agenda Number:7.1 To:Dave Callister, City Manager Prepared by:Kenny Niemeyer, Housing and Economic Development Coordinator Reviewed by:Grant Fernelius, Community and Economic Development Director Item:Hold public hearing and adopt resolution supporting application for the Department of Employment and Economic Development Minnesota Investment Fund program on behalf of CFMOTO Powersports, Inc. 1.Action Requested: Hold public hearing and adopt the attached resolution supporting an application for the Department of Employment and Economic Development (DEED) Minnesota Investment Fund (MIF) program on behalf of CFMOTO Powersports, Inc. (CFMOTO). 2.Background: The city has been approached by CFMOTO, requesting support for an application to DEED for the Minnesota Investment Fund (MIF) program. CFMOTO is an automotive company that is best known for its motorcycles and ATVs. The company currently has two leases at Plymouth Ponds. Due to projected growth and preference for real estate ownership rather than leasing, CFMOTO is in the process of building a 100,000 square foot industrial facility for corporate office and warehouse use. This facility would serve as CFMOTO’s U.S. corporate headquarters for product sales, operations, and storage. Assistance is being sought from DEED to fund completion of tenant improvements, equipment and fixtures at the new facility, which is under construction at 5005 Nathan Lane. To facilitate this endeavor, CFMOTO is requesting support from the city on the application for the MIF program. The fund provides financial incentives to new and expanding businesses that meet certain job creation and capital investment targets. CFMOTO’s preferred Plymouth location will require significant investment in finishes and equipment. The relocation and expansion will allow CFMOTO to expand their current employment in Plymouth from 40 to 84 within three years. The average hourly wage for new positions will be approximately $39 an hour. Based on conversations between DEED and CFMOTO, the company is eligible for a MIF loan of up to $340,000. This is the only form of assistance the company is requesting. A copy of the DEED award letter is attached. The city will act as the intermediary between the state and company. If the loan is approved by DEED, the city will enter into a grant agreement with the state and a separate loan agreement with the company. The company is requesting the assistance in the form of a forgivable loan, which is allowed under the MIF program guidelines. As background, the city has participated in the MIF program in the past and made similar loan arrangements with Silk Road Medical and Energy Management Collaborative in 2021 and 2022. 110 3.Budget Impact: There is no financial impact to the city for supporting this application. Awards and financial incentives will be paid directly to CFMOTO. There will be a small amount of staff time required to facilitate reporting requirements. 4.Attachments: MIF Program Guidelines DEED Estimate of Financial Assistance (CFMOTO) City Council Resolution 2023-100 111 Rev. 09/2018 1 MINNESOTA INVESTMENT FUND Program Manual (State Funds) INTRODUCTION Funding for your project is provided with state funds appropriated by the Minnesota state legislature, under Minnesota Statutes 116J.8731, Minnesota Investment Fund (MIF) and rules governing Community Block Grants, Minnesota Rules Chapter 4300, and policies and procedures developed by the MN Department of Employment and Economic Development (DEED). In this Manual, “grantee” and “you” refer to the local unit of government (city, county, and township) or the EDA or HRA that was awarded the MIF grant. This Manual is intended as a guide and reference, not as a substitute for a thorough knowledge of state regulations referenced in the manual. Any questions that you have concerning your grant award should be directed to your Loan Officer at DEED. AWARD OF THE GRANT You recently received a grant award letter signed by the commissioner of DEED. The purpose of the letter is to inform you that the grant was approved and is contingent upon completion of the Grant Contract requirements. Any project eligible expenditures made on or after the date of final execution of the Grant Contract are eligible for reimbursement. IMPLEMENTATION MEETING The DEED Loan Officer that is assigned to your region will schedule a meeting with you and other pertinent city representatives to discuss the implementation of the grant. Information provided at this meeting will include reporting requirements, release of the grant funds, conditions of the Grant Contract, loan documents and other grant management criteria specific to your project. This meeting should be held as soon as possible after the award of the grant (within 2 weeks). 112 Rev. 09/2018 2 GRANT CONTRACT This is the legally binding document between the Grantee and DEED which sets forth the award amount, the time period allowed and the conditions of the award. The grant contract, by reference incorporates the grant application. You will soon be receiving this contract, via e-mail, from your Loan Officer. Please review this document closely and have the authorized officials execute the document. The email will provide instructions for the return of the contract to DEED. Once it is fully executed, you will receive a copy for your files. There are four dates outlined in the Grant Contract you will receive that you will want to be aware of. Please note that no hiring can begin and reimbursable expenditures can be made prior to the Effective Date. a. Effective Date: Date of final execution of the Grant contract. b. Benefit Date: Date equipment operational or building certificate of occupancy issued c. Compliance Date: 2 years from Benefit Date d. Expiration Date: 3 months after Compliance Date LOAN DOCUMENTS Your DEED Loan Officer will provide you with draft documents as appropriate. You will be sent a Loan Agreement, Security Agreement, Promissory Note, Guaranty, and Security Agreement templates. PAYMENTS Payment to the Grantee is provided on a cost reimbursement basis and is compensation for actual expenditures that have already been paid. The Grant Contract will outline the details of payment related to your specific project and define the pro-rate cost sharing basis. DEED will not release funds until the required information has been submitted and approved by your DEED Loan Officer which will include, but may not be limited to: a. Fully executed Grant Contract. b. Clearance of specified special conditions of the Grant Contract. c. Submittal and approval of the loan agreement, promissory note and security documents between you and the company. d. Submittal of a disbursement request form to your Loan Officer. 113 Rev. 09/2018 3 Payments are processed bi-weekly. Your loan officer will provide you with the schedule. All documentation and the payment request form must be received by your loan officer by end of day on the Friday before the week that payments are processed. If the information is approved by the loan officer, the funds will be electronically transferred to the city by the following Friday. Payment must be transferred to the Borrower within one week of receipt by the Grantee. MONITORING AND FINANCIAL RECONCILIATION REQUIREMENTS Minnesota Investment Funds Grants are subject to policies administered by the MN Office of Grants Management (OGM). To meet the monitoring and financial reconciliation requirements of OGM policies 08-10 and 08-13, DEED conducts a financial review of the Grantee and Borrower as part of the application process. DEED staff also review documents and program requirements in person at the Implementation Meeting that is held prior to any funds disbursement. When funds are requested, staff will review invoices and other forms of proof of expenditures, as well as evidence of any required matching funds injection prior to release of funds. If your award is over $250,000, DEED staff will also need to conduct either an in-person or phone monitoring once each year during the grant period. At the end of the grant period, staff will conduct another on-site closeout review and financial reconciliation. At the close-out review, staff will review all project documentation as detailed in Section 13 of this manual. REPORTING REQUIREMENTS The City is responsible for submitting two separate progress reports to DEED, annually, until the end of the grant period, typically 2 years, or until the project is complete, whichever is later. a. Minnesota Investment Fund Progress Report All project costs must be documented. Therefore, each report must include documentation of these expenditure for that time period. This information may include invoices, preliminary or final construction statements, etc. The final report must include a payroll report reflecting the total number of jobs at the business. The MIF report is due to your Loan Officer no later than January 25 for the period ending December 31 for each year the project remains open. It is imperative that this report be completed correctly and submitted on time. Some projects may require more frequent reporting. 114 Rev. 09/2018 4 All projects are required to remain open for two years, no matter when the project, including the job creation is complete. Since this most likely will occur other than at the end of the reporting period (December 31) you must submit a final progress report no later than 26 days after the Compliance Date, see Grant Contract for specific dates. b. Minnesota Business Assistance Form (MBAF). This report must also be submitted annually to DEED’s Office of Economic Analysis no later than April 1 of each year until the project goals have been met as identified in the MIF Grant Contract. If you have questions regarding this report, please contact Ed Hodder, 651-259- 7179. Following is the link to this report: MN Business Assistance Form PROJECT CHANGES During the implementation of the grant, a situation may arise that requires a change to the approved project or budget. Before any change is made you must contact your loan officer to discuss the change. In most cases, the loan officer will ask that you submit a letter stating the nature and justification for the proposed change and a public hearing may be required. If the change involves any conditions of the grant contract, your loan officer will send you a formal amendment to have executed. In the event that the business is not able to meet their job and wage goals prior to the compliance date, a one year extension may be granted. The Grantee may, after holding a public hearing, extend the grant period for one year from the Compliance Date, after approval by the State. If, after the extension, the Borrower fails to meet the job creation goal and wage level commitment, the Borrower will be required to repay the Grantee all or a proportional share of the Loan funds on an accelerated term. The Grantee will then also be required to return to the State all or a proportional share of the Loan funds. The Grantee is responsible to notify DEED of any material changes to the business status (e.g. late payments, layoff initiated by the company, etc.) at any time during the grant period. DEED ROLE Administration of the Minnesota Investment Fund involves many aspects. The three areas that affect you the most are: a. Provision of technical assistance. Ongoing assistance through training sessions, materials and, as needed, meetings to discuss the unique situations of the grant is available to you through your DEED loan officer. 115 Rev. 09/2018 5 b. Performance Monitoring. Monitoring will occur throughout the life of the grant in the form of onsite visits, correspondence, review of progress reports and phone conversations. Onsite visits will concentrate on record keeping, compliance with state regulations, rate of progress and fiscal management. c. Compliance and Enforcement. Enforcement is an ongoing activity that begins with the language of the assurances in the application. By providing the Grantee with assistance when needed and by monitoring project activities, DEED expects that the number of incidences where enforcement measures are necessary will be rare, especially when ongoing dialogue between you and DEED exists. Enforcement measures range from issuance of formal citations, temporary suspension of payments, required remedial action, termination of Grant Contracts and request for the return of funds. These areas have one common purpose: to provide assistance to help you successfully implement the project. DEED strongly recommends and encourages questions whenever grantees are uncertain of program requirements. CONFLICT OF INTEREST In small towns and other communities receiving MIF funds, it is possible that conflicts of interest may arise when undertaking programs that provide assistance to small businesses in the downtown or community. Local recipients should be aware of the applicable conflict of interest requirements when administering economic development programs. These provisions are designed to ensure that persons that are directly affiliated with the local government, as well as their family members or business associates, will not inappropriately benefit from the administration and distribution of MIF funds. The Grantee should identify any potential conflicts early in the planning process before a grant application is submitted in order to take appropriate steps to disclose and/or avoid the conflict in compliance with state law. REVOLVING LOAN FUNDS Policies and procedures for implementation of your Revolving Loan Fund must be established per DEED guidelines. This information must be kept on file. These guidelines may not be changed or amended without approval of the DEED Loan Officer. If there is an interest in transferring funds to a Local Development Organization (LDO), please contact your Loan Officer. RECORD RETENTION The grantee is responsible for retention of all financial records, supporting documents and other records pertinent to the grant program for a period of seven years after the loan is paid in full. During the Grant Period the DEED Loan Officer will come on site to review the project file and financial management documentation related to the project. Files should be maintained including the following: 116 Rev. 09/2018 6 1. Project File: a. Application: i. Application. ii. Amendments and revisions to the application, if any. iii. Correspondence. b. Grant Contract: i. Original signed Grant Contract, requests for project changes, Grant Adjustment Notices. ii. Payment requests. iii. Progress reports and any DEED correspondence regarding the progress reports. iv. Contracts with implementing agencies if different from the grantee. c. Loan Documentation: i. Loan Agreement. ii. Promissory note. iii. Amortization schedule. iv. Security documentation. v. Evidence of date of disbursement to the Borrower. vi. Expenditure documentation from the business on the use of MIF funds (e.g. invoices, canceled checks, bank statements, etc.). vii. Expenditure documentation from the business on leveraged funds (e.g. invoices, checks, time sheets, donations, etc.) viii. Documentation of loan repayments. d. Monitoring/Inspection File: i. Monitoring correspondence. e. Audit: i. Audit report. f. Closeout: i. Closeout Notification from DEED. g. Revolving Loan Fund Policies and Procedures h. General Correspondence 117 Rev. 09/2018 7 2. Financial Management Documentation: You must maintain a financial management system that provides accurate, current, and complete disclosure of the financial status of each grant-supported activity. The system must be capable of generating any financial status reports required by the Department and include procedures for determining whether charges to the grant are reasonable, allowable, and allocable. The following are the minimum requirements to account for your grant. You may use your jurisdiction's own accounting standards and procedures when they meet or exceed these minimal requirements. a. Record of MIF funds received and disbursed: The MIF funds received and disbursed must be accounted for separately by grant and maintained so that the total MIF funds received can be verified for any given period of time. Your accounting records must record the date the funds were received and be traceable to the bank account used. If account numbers are used, a separate account number should be set up for each grant. 118 Minnesota Department of Employment and Economic Development Economic Development Division 332 Minnesota Street, E200, St. Paul, MN 55101 Phone 651/259-7493 or 1-800-657-3858 mn.gov/deed ELECTRONIC MAIL February 16, 2023 Boris Parker Attorney at Law Parker & Wenner, P.A. Regarding: Estimated State of Minnesota Financial Program Assistance for Project CFMOTO Dear Mr. Parker, We greatly appreciate the opportunity to submit this Estimate of State Financial Program Assistance for Project CFMOTO. The State of Minnesota, is committed to maintaining our competitive edge by maintaining a welcoming inclusive culture, promoting continual workforce development and investing in our infrastructure. Minnesota has no personal property tax, a state corporate income tax that only applies to sales in the state of Minnesota and a very competitive property tax rate. Project Scope: We have developed an estimate of state assistance based on our understanding that the project is expected to include a capital investment of $25.8 million by Project CFMOTO and create 38 new full-time jobs in the first three years, at cash wages of approximately $79,000 annually. Projected Capital Investment: Based on these assumptions, we are pleased to inform you that the estimated potential state program assistance that Project CFMOTO may be eligible to receive consists of the following: Year 1 2023 Land and Bulding Cost $18,143,797.00 Furniture, Fixtures and Equipment $2,198,798.00 Construction cost for interior buildout of office and warehouse space $5,206,412.00 Consulting and Architectual costs $296,724.00 Total $25,845,731.00 CAPEX Item 119 Minnesota Department of Employment and Economic Development Economic Development Division 332 Minnesota Street, E200, St. Paul, MN 55101 Phone 651/259-7493 or 1-800-657-3858 mn.gov/deed Estimated State Financial Assistance Summary: • Minnesota Investment Fund (MIF): o $340,000 Forgivable, contingent on the city willing to forgive OR o $1,000,000 Repayable, prevailing wage applies • Job Creation Fund (JCF): o $175,000 NO prevailing wage requirement OR o $750,000 prevailing wage will apply – public hearing required ❖ Please note: o CFMOTO cannot close on the property until they have approval from DEED o CFMOTO cannot commit to completing the interior buildout of office and warehouse space until they have approval from DEED • Minnesota Job Skills Partnership (MJSP) o Up to $400,000 (Depending on number of trainees) Tax Exemptions – Additionally, the following tax exemptions apply in Minnesota: • Personal property exemption – Personal property is exempt from the personal property tax. • Capital equipment and utilities and fuel exemption – machinery and equipment, as well as utilities and fuel, used in manufacturing for use in Minnesota are eligible for an up-front exemption from Minnesota state and local sales or use. It is important to note that the final calculation of assistance (i.e., the award) will be determined by information submitted in the program applications, especially as it relates to new jobs to be created and eligible capital expenditures within the award contract period. State Assistance Programs Descriptions: Minnesota Investment Fund (MIF): MIF is a loan program that operates through our city partners. DEED provides funds to the city which then delivers loan financing to the business. Please note that as your estimated MIF award is $500,000 or more, prevailing wage will be required for the project. Additional background on the program is provided below. 120 Minnesota Department of Employment and Economic Development Economic Development Division 332 Minnesota Street, E200, St. Paul, MN 55101 Phone 651/259-7493 or 1-800-657-3858 mn.gov/deed • The value of the MIF assistance is based upon capital investment, job creation within two years, wage levels and economic conditions in the city. • MIF funds would be provided to the city and then the city would deliver funds as a loan to the company to reimburse for machinery or equipment. If the company opts to proceed with a forgivable MIF loan, then the city must agree to the forgivable option and the company must meet the capital expenditure, job and wage requirements. • MIF funds must be matched on a 1:1 basis; in other words, at least 50% of total project costs must be privately financed through owner equity or other lending sources which shouldn’t be a problem given the expected investment. • MIF funds and matching funds may be used only to pay for equipment costs incurred after the grant agreement has been signed by the city and DEED. A local resolution is required to be included with the completed application. • Any MIF award of $500,000 or more will have prevailing wage requirements applied to the entire project. Minnesota Job Creation Fund (JCF): JCF is a pay for performance program that provides milestone payments during a period of up to five years in the Minneapolis-St. Paul Metro area based upon a company investing a minimum of $500,000 of qualifying real property improvements (within a year of the Award Date) and hiring a minimum of 10 new qualifying full-time positions (within 2 years of the Award Date). Please note that as your estimated JCF award is $200,000 or more, prevailing wage will be required for the project. Once these minimum thresholds are met, then annual payments are provided (Minneapolis-St. Paul Metro Area based on the number of new full-time jobs, associated wages and qualifying real property improvements of up to: • $1,000 per year per job created for jobs paying at least $30,640 in cash wages; • $2,000 per year per job for jobs paying at least $41,240 in cash wages; • $3,000 per job per year for jobs paying at least $53,022 in cash wages; • 5% rebate on qualifying real property improvements for business located in the Twin Cites Metro. • Note that these wage amounts are adjusted annually. • Final JCF award amount and contract period will depend on projected job creation and eligible qualifying real estate expenditures as outlined in the application. • Any JCF Award requires a local resolution of support by the sponsoring city. 121 Minnesota Department of Employment and Economic Development Economic Development Division 332 Minnesota Street, E200, St. Paul, MN 55101 Phone 651/259-7493 or 1-800-657-3858 mn.gov/deed • Within six months following the JCF award, the business must demonstrate reasonable progress on the project including, but not limited to, planning, engineering, construction or installation of machinery and equipment. • JCF does not have claw back provisions. • No orders, contracts or expenditures related to the project may be signed prior to the award. Such activities include, but are not limited to, including architecture services, site preparation, building permits, leases, etc. • The final award will depend on project specifications as outlined in the application. • Any JCF award of $200,000 or more will have prevailing wage requirements applied to the entire project. About Prevailing Wage: Prevailing wage is the minimum hourly wage employers must pay workers who perform work on construction projects where state dollars are used to fund the construction, installation and repairs. Prevailing wage rates are determined through a voluntary survey of contractors conducted annually by the Minnesota Department of Labor and Industry (DLI) and are enforced by the department. The wage rates include the employer’s cost of voluntary, nonmandated benefits, such as vacation or sick leave and health insurance. Any worker who is working directly on the project performing construction, installation, remodeling and repairs for which financial assistance was or will be provided. This includes contractors, subcontractors and any employees who are employed by the business receiving the assistance whenever they work on the project. Prevailing wage rates are required to be paid on an economic development project if that project receives or will be receiving state assistance in the form of a tax incentive, a grant of at least $200,000 or a loan of $500,000 or more. The person receiving financial assistance must certify to DLI in writing that laborers on the construction site will be paid the prevailing wage rate. More information is available at the Minnesota Department of Labor and Industry website. Minnesota Job Skills Partnership (MJSP): We encourage Project CFMOTO to consider working with an accredited higher education institution to create a training program to accompany this investment for new and current employees. Fund use is available to support curriculum and training. MJSP provides up to $400,000 in grants for the training of your new and existing employees subject to MJSP board approval. These funds require a company match, which may be in-kind, and would be available in conjunction with an accredited educational institution that would partner with the company in developing the training program. The actual funding level is dependent on the actual program cost. MJSP does allow for continued access of new training funds as each training program is completed. Our team here at DEED is happy to work with you to identify centers of excellence around the state for the skillsets your employees will need. 122 Minnesota Department of Employment and Economic Development Economic Development Division 332 Minnesota Street, E200, St. Paul, MN 55101 Phone 651/259-7493 or 1-800-657-3858 mn.gov/deed Please note that that this is not an offer or award of assistance but is an estimate of possible program assistance that your client may qualify for based upon the currently provided project information. The final awards(s) will be adjusted based upon the final parameters of the project. To be eligible to receive any funding assistance, Project CFMOTO will need to do the following: • Work with the local community or another local sponsor to complete applications including resolutions and submit completed applications to DEED; • Not publicly announce the project prior to award of assistance nor sign any construction or other contracts related to the project prior to any State award; • Recognize that new job creation and eligible expenditures will be eligible for program consideration upon the signature of contracts by all parties; • Be in good standing with the State of Minnesota – not having violations with the State of Minnesota or another public entity including the city finalist including but not limited to property taxation, permits and unemployment insurance; • Be current with all reporting and activities related to other DEED awards; and, • Provide DEED with relevant information related to the applications and awards in a timely manner. This letter does not constitute a formal offer or award. All awards and final assistance amounts are subject to submission and approval of completed program applications, appropriate internal due diligence, and application scoring conducted by DEED’s Office of Business Finance. Further, any award is subject to program funding availability. Please accept our sincere gratitude for considering making this investment in Minnesota. We are excited to partner with your team at Project CFMOTO on this exciting growth opportunity. For additional information or questions, please feel free to contact Colleen Eddy, Metro Regional Business Development Manager at 651-259-7459. Sincerely, Catalina Valencia Executive Director, Business Development C: Kevin McKinnon, Deputy Commissioner, Economic Development Jeff Nelson, Executive Director, Business Finance Colleen Eddy, Metro Regional Business Development Manager 123 CITY OF PLYMOUTH RESOLUTION NO. 2023-100 RESOLUTION APPROVING THE SUBMISSION OF A MINNESOTA INVESTMENT FUND APPLICATION IN CONNECTION WITH CFMOTO POWERSPORTS, INC. WHEREAS, the City of Plymouth, Minnesota (the “City”), desires to assist CFMOTO Powersports, Inc., an automotive company, which is proposing to locate and expand in the City; WHEREAS, in support of this endeavor, the City of Plymouth, is willing to act as the legal sponsor for the project; and WHEREAS, the City of Plymouth held a public hearing on March 30, 2023, to consider this matter. NOW, THEREFORE BE IT HEREBY RESOLVED that the City will act as the legal sponsor for the project contained in the Minnesota Investment Fund Application to be submitted on or about March 31, 2023 and that the Mayor and City Manager are hereby authorized to apply to the Department of Employment and Economic Development for funding of this project on behalf of CFMOTO Powersports, Inc. BE IT FURTHER RESOLVED that the City has legal authority to apply for financial assistance, and the institutional, managerial, and financial capability to administer the proposed project. BE IT FURTHER RESOLVED that the City has not violated any Federal, State, or local laws pertaining to fraud, bribery, kickbacks, collusion, conflict of interest or other unlawful or corrupt practice. BE IT FURTHER RESOLVED that upon approval of its application by the State, the City may enter into the Grant Contract with the State of Minnesota for the approved project, and that the City certifies that it will comply with all applicable laws, statutes, regulations and rules as stated in the Grant Contract and described in the project compliance certification of the application. BE IT FURTHER RESOLVED that the City will obtain credit reports and credit information on CFMOTO Powersports, Inc. The City will review and return this resolutionto the City Council if adverse findings or concerns regarding, but not limited to, tax liens, judgments, court actions, and filings with state, federal and other regulatory agencies are identified. Failure to disclose any such adverse information could result in revocation or other legal action. NOW, THEREFORE BE IT HEREBY RESOLVED that the Mayor and City Manager, or their successors in office, are hereby authorized to execute the Grant Contract and amendments, thereto, as are necessary to implement the project on behalf of the City. APPROVED by the City Council on this 30th day of March, 2023. 124 Resolution 2023-100 Page 2 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 March 30, 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 125 Regular City Council March 30, 2023 Agenda Number:8.1 To:Dave Callister, City Manager Prepared by:Kip Berglund, Senior Planner Reviewed by:Grant Fernelius, Community and Economic Development Director Item:Approve final plat, assessment resolution, and development contract for Enclave Companies for “Bass Lake Plaza 6th Addition” for properties located west of Highway 169 and south of County Road 10 at Nathan Lane – 5750 Nathan Lane, and PID Numbers 01-118-22-42-0049, 01-118-22-42-0007, and 01-118-22-42-0010 (2023002) 1.Action Requested: Adopt attached resolutions approving final plat, utility assessment, and development contract for Enclave Companies for “Bass Lake Plaza 6th Addition” for properties located west of Highway 169 and south of County Road 10 at Nathan Lane – 5750 Nathan Lane, and PID Numbers 01-118-22-42-0049, 01-118-22-42-0007, and 01-118-22-42-0010. Approval requires a 4/7 vote of the City Council. 2.Background: In November 2022, the council approved the rezoning, PUD general plan, and preliminary plat to allow a mixed-use development consisting of both multi-family (4-story, 219 units) and retail uses (two new buildings, totaling 10,200 square feet, in addition to existing gas station to remain). The developer is requesting final plat approval consisting of four lots on 19.9 acres for the mixed-use development. The requested final plat is consistent with the preliminary plat. Council is asked to take action on the utility assessment resolution, final plat resolution, and staff-approved draft development contract. Any changes to the development contract would be subject to City Attorney review and approval. 3.Budget Impact: Not applicable. 4.Planning Review Deadline: * April 14, 2023 126 5.Attachments: Location Map Final Plat Narrative Final Plat Civil Plans Preliminary Plat Draft Development Contract City Council Resolution 2023-101 City Council Resolution 2023-102 127 w w w w w w w w w w w wwww w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ww w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w wwww w w w w w w w w w w w w w w 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w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w N a t h a n L n 56th Ave 5 5 t h A v e N a t h a n L n OrleansL n 5 9 th AveN N a t h a n L n N a t h anLn Nathan Ln N athan Ln Bass Lake Rd (Co Rd 10) SITES ^ ^ ^^ State Hwy No 169 PLYMOUTH / NEW HOPE BOUNDARY Nathan Ln 56th Ave 57th Ave IND CO C LA-3 C LA-3 LA-2 LA-3 MXD LA-3 LA-3 MXD 2023002 Enclave Companies SWC of State Highway 169 and Bass Lake Road South of Bass Lake Road at Nathan Lane Request for a Final Plat K375 0 375 750187.5 Feet Legend C, Comercial CC, City Center CO, Commercial Office IND w w LA-1, Living Area 1 w w w w w w LA-2, Living Area 2 w w w w w w w 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/Institutional128 This plat will replat the following described properties: Parcel 1: Outlot A, Bass Lake Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota Abstract and Torrens Property Parcel 2: Those parts of the Northeast Quarter of the Southeast Quarter AND of the Northwest Quarter of the Southeast Quarter, Section 1, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence South 89 degrees 40 minutes 21 seconds West, along the North line of said Northwest Quarter of the Southeast Quarter, a distance of 330.00 feet; thence South 00 degrees 13 minutes 56 seconds East, parallel with the East line of said Northwest Quarter of the Southeast Quarter, a distance of 81.23 feet to the point of beginning of the property to be described; thence continuing South 00 degrees 13 minutes 56 seconds East, parallel to said East line, a distance of 380.77 feet; thence North 89 degrees 40 minutes 21 seconds East, parallel with said North line, a distance of 330.00 feet to said East line; thence North 00 degrees 13 minutes 56 seconds West, along said East line, a distance of 167.00 feet; thence North 89 degrees 42 minutes 04 seconds East a distance of 295.00 feet; thence North 00 degrees 13 minutes 56 seconds West, parallel with said East line, a distance of 176.32 feet; thence North 84 degrees 03 minutes 55 seconds West a distance of 299.55 feet, passing through a point in said East line distant 86.46 feet Southerly from the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence North 89 degrees 28 minutes 06 seconds West a distance of 327.12 feet to the point of beginning. Hennepin County, Minnesota Abstract Property Parcel 3: Lot 1, Block 1, Bass Lake Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Abstract Property Parcel 4: Lot 1, Block 1, Bass Lake Plaza 5th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Abstract Property The new plat will include: Lots 1, 2, and 3 of Block 1 and Lot 1 Block 2 of Bass Lake Plaza 6th Addition. 129 Sheet 1 of 2 Sheets SU B J E C T T O C H A N G E WI T H O U T N O T I C E DR A F T C O P Y BASS LAKE PLAZA 6TH ADDITION CITY COUNCIL, CITY OF PLYMOUTH, MINNESOTA This plat of BASS LAKE PLAZA 6TH ADDITION was approved and accepted by the City Council of the CIty of Plymouth , Minnesota, at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subdivision 2. By By Mayor Manager RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this day of , 20 . Daniel Rogan, County Auditor By Deputy SURVEY DIVISION, Hennepin County, Minnesota Pursuant to MN STAT. Sec. 383B.565 (1969) this plat has been approved this day of , 20 . Chris F. Mavis, County Surveyor By COUNTY RECORDER, Hennepin County, Minnesota I hereby certify that the within plat of BASS LAKE PLAZA 6TH ADDITION was recorded in this office this day of , 20 , at o'clock .M. Amber Bougie, County Recorder By Deputy KNOW ALL PERSONS BY THESE PRESENTS: That Enclave Development LLC, fee owner of the following described property situated in the County of Hennepin, State of Minnesota, to wit: Parcel 1: Outlot A, Bass Lake Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota Abstract and Torrens Property. Parcel 2: Those parts of the Northeast Quarter of the Southeast Quarter AND of the Northwest Quarter of the Southeast Quarter, Section 1, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence South 89 degrees 40 minutes 21 seconds West, along the North line of said Northwest Quarter of the Southeast Quarter, a distance of 330.00 feet; thence South 00 degrees 13 minutes 56 seconds East, parallel with the East line of said Northwest Quarter of the Southeast Quarter, a distance of 81.23 feet to the point of beginning of the property to be described; thence continuing South 00 degrees 13 minutes 56 seconds East, parallel to said East line, a distance of 380.77 feet; thence North 89 degrees 40 minutes 21 seconds East, parallel with said North line, a distance of 330.00 feet to said East line; thence North 00 degrees 13 minutes 56 seconds West, along said East line, a distance of 167.00 feet; thence North 89 degrees 42 minutes 04 seconds East a distance of 295.00 feet; thenceNorth 00 degrees 13 minutes 56 seconds West, parallel with said East line, a distance of 176.32 feet; thence North 84 degrees 03 minutes 55 seconds West a distance of 299.55 feet, passing through a point in said East line distant 86.46 feet Southerly from the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence North 89 degrees 28 minutes 06 seconds West a distance of 327.12 feet to the point of beginning. Hennepin County, Minnesota Abstract Property Parcel 3: Lot 1, Block 1, Bass Lake Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Abstract Property Parcel 4: Lot 1, Block 1, Bass Lake Plaza 5th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Abstract Property Has caused the same to be surveyed and platted as BASS LAKE PLAZA 6TH ADDITION and does hereby dedicate to the public for public use the easements for drainage and utility purposes as shown on this plat. In witness whereof said Enclave Development LLC, a Minnesota Corporation, has caused these presents to be signed by its proper officers this day of , 20 . Signed: Enclave Development LLC By By Name, Title Name, Title STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 , by , and , of Enclave Development LLC, a Minnesota Corporation, on behalf of the corporation. (Signature)(Name Printed) Notary Public, County, Minnesota My Commission Expires I Mathew J. Welinski do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Mathew J. Welinski, Land Surveyor Minnesota License No. 53596 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on this day of , 20 , by Mathew J. Welinski. (Signature)(Name Printed) Notary Public, County, Minnesota My Commission Expires 13 0 LOT 1 LOT 2 LOT 3 LOT 1 BLOCK 1 BLOCK 2 DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION SANITARY SEWER E A S E M E N T P E R D O C . NO. 5346663 AN D S H O W N O N T H E PLATS OF HICK O R Y H I L L S V I L L A S & BASS LAKE PLA Z A 5 T H A D D I T I O N DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DRAINAGE EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DRAINAGE EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DR A I N A G E A N D U T I L I T Y E A S E M E N T PE R T H E P L A T O F B A S S L A K E P L A Z A 4T H A D D I T I O N LIMITATION OF RIGHTS OF ACCESS PER DOC. NO. 995313 UTILITY E A S E M E N T P E R DOC. N O . 5 2 5 3 5 9 2 DRAINAGE EASEMENTAND RETAINED RIGHTOF ACCESS PER DOC.NO. 4586977 UTI L I T Y E A S E M E N T P E R D O C . N O . 5 3 5 2 3 5 2 NO DRIVEWAY ACCES TO BASS LAKE ROAD PER DOC. NO. A10146903 TRAIL EASEMENT PER DOC. NO. A10147238 DRAINAGE AND UTILITY EASEMENT N89°02'21"W 599.54 S83°37'56"E 29 9 . 5 6 L=1 3 0 . 5 8 R=3 3 1 . 9 7 Δ=2 2 ° 3 2 ' 1 3 " S32 ° 5 7 ' 3 4 " W 5 9 4 . 7 1 S0 0 ° 1 2 ' 0 9 " W 3 5 2 . 1 0 N89°57'15"W 655.12 S0 0 ° 2 1 ' 3 0 " W 5 5 3 . 9 1 S5 9 ° 2 7 ' 2 1 " E 2 0 1 . 1 6 S 1 4 ° 1 7 ' 4 4 " E 1 4 5 . 1 1 N89°02'22"W 595.22 L= 8 4 . 9 0 R= 2 4 1 . 4 4 Δ= 2 0 ° 0 8 ' 5 1 " L = 4 7 . 7 2 R = 3 2 1 . 4 4 Δ = 8 ° 3 0 ' 2 1 " 5 0 . 0 0 S 1 9 ° 4 7 ' 2 1 " E 77.1 2S69° 2 0 ' 1 5 " E 10 4 . 5 8 S5 3 ° 3 5 ' 1 2 " E 106.33 N79°49'55"E 103.65 S78°21'4 9 " E 1 2 0 . 8 0 S 2 3 ° 5 1 ' 5 9 " E 69 . 9 6 S0 0 ° 2 1 ' 3 0 " W L = 1 1 3 . 0 3 R= 3 2 1 . 4 4 Δ= 2 0 ° 0 8 ' 5 1 " 5 0 . 0 0 S 1 9 ° 4 7 ' 2 1 " E L= 8 4 . 9 0 R= 2 4 1 . 4 4 Δ= 2 0 ° 0 8 ' 5 0 " 74 . 3 0 S0 0 ° 2 1 ' 2 9 " W 54.90 S89°43'11"E 47 . 7 2 S0 0 ° 2 1 ' 2 0 " W N89°59'45"E 7.00 147.55 202.91 6 : 6 : L = 6 9 3 . 5 5 R = 4 4 0 . 0 0 © 54 . 5 8 212.71 11 1 . 4 4 6 ( 81 . 1 8 1 ( 1 ( 38.33 NA T H A N LA N E N O R T H NATHAN LANE NORTH EA S T L I N E O F T H E N O R T H W E S T 1/ 4 O F T H E S O U T H E A S T 1 / 4 O F SE C . 1 , T W P . 1 1 8 , R N G . 2 2 NORTH LINE OF THE SOUTHEAST 1/4 OF SEC. 1, TWP. 118, RNG. 22 WE S T L I N E O F T H E N O R T H E A S T 1/ 4 O F T H E S O U T H E A S T 1 / 4 O F SE C . 1 , T W P . 1 1 8 , R N G . 2 2 WE S T L I N E O F T H E S O U T H E A S T 1/ 4 O F S E C . 1 , T W P . 1 1 8 , R N G . 2 2 1 :1 :1 : DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DR A I N A G E A N D U T I L I T Y EA S E M E N T P E R T H E P L A T O F B A S S LA K E P L A Z A 4 T H A D D I T I O N N54°35'38"E 43.77 L=39.76 R=241.44 © 188.86 400.31 115.37 184.19 EAST 1/4 CORNER OF SEC. 1, TWP. 118, RNG. 22 C.I.M. WEST 1/4 CORNER OF SEC. 1, TWP. 118, RNG. 22 C.I.M. 1/2" IRON PIPE LS13295 1/2" REBAR LS13295 1/2" OPEN PIPE 1/2" IRON PIPE LS430 5 6 HENNEPIN CO. R.O.W. C.I.M. 2" ALUMINUM 1/2" OPEN PIPE 1/2" OPEN PIPE 1/2" IRON PIPE LS17008 1/2" IRON PIPE LS17008 1/2" IRON PIPE LS43056 CREEK CREEK CREEK 10 . 3 6 66 . 5 7 6 : 6 : SOUTH 1/4 CORNER OF SEC. 1, TWP. 118, RNG. 22 C.I.M. 6666 73 1 : 6 ( 1 : 1 : 1 : 6 ( 6 : 1 : 1 ( 1 ( 1 : 6 : 1 : 1 ( 45.06 6 ( 46.44 6 ( 52.6 86 ( 1 ( 106.076 : 1 ( 44.531 : 74.85 1 : 1 ( 42 . 7 9 44.22 1 : 48.85 1 ( 62 . 0 4 6 : 6 5 . 5 9 1 : 5 5 . 1 0 1 : 6 ( 1 ( 1 : 6 : 1 ( 6 ( L=41.74 © 4 4 . 1 1 6 ( 67.42 1 : 71.7 3 1 ( 56.001 ( 60 . 0 5 1 ( 54. 8 4 6 : 57 . 6 0 6 ( 47.141 ( 49.60 1 ( 7 4 . 7 3 6 ( 10 7 . 0 0 6 ( 284 . 3 5 1 ( 1.53 1 ( 4.65 78 . 7 1 49.92 1 ( 5.98 49.78 36.65 56.57 1 : 25.91 DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION 11.66 DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DR A I N A G E E A S E M E N T DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 76.48 1 ( 10 10 66 . 1 4 1 ( L=6 3 . 5 8 R=2 3 1 . 4 4 © 1 : 20.14 DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION 80 0 60 120 180 Sheet 2 of 2 Sheets SU B J E C T T O C H A N G E WI T H O U T N O T I C E DR A F T C O P Y BASS LAKE PLAZA 6TH ADDITION Denotes Controlled Access Denotes found Hennepin County Cast Iron Monument. Found Monument (See Label) Denotes set 1/2 inch by 14 inch iron rebar marked with plastic cap inscribed LS 53596, which has been set or will be set in accordance with MS 505.021, Subd. 10. unless otherwise noted on survey. The north line of the SE 1/4 of Sec. 1, Twp. 18, Rge. 22 is assumed to EHDU1 : SCALE IN FEET Denotes Wetland 1 INCH = 60 FEET 13 1 SHEET INDEX N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 C V 0 1 . D W G BA S S L A K E R O A D M I X E D U S E © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . PLANNED UNIT DEVELOPMENT FINAL PLANS BASS LAKE ROAD MIXED USE ADDRESS TO BE DETERMINED PLYMOUTH, MN PREPARED FOR: ENCLAVE DEVELOPMENT 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 CONTACT: BRIAN BOCHMAN PHONE: 701-212-8110 EMAIL: BRIAN@ENCLAVECOMPANIES.COM SITE Vicinity Map (NOT TO SCALE) SHEETSREVISIONDATENO. 1 12/22/22 CITY COMMENTS ALL 2 01/12/23 PUD FINAL PLANS ALL .. .. .. .. .. .. .. .. FOR FOR SANITARY SEWER, WATERMAIN, STORM SEWER AND STREETS PREPARED BY: CITY PROJECT NUMBER: 2022064 WESTWOOD PROJECT NUMBER: 0029612.00 CONTACT: BRAD C. WILKENING Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 PLANNED UNIT DEVELOPMENT FINAL PLANS BASS LAKE ROAD MIXED USE PLYMOUTH, MN FOR FOR SANITARY SEWER, WATERMAIN, STORM SEWER AND STREETS INITIAL SUBMITTAL DATE: 08/05/22 SHEET: C000 PROJECT NUMBER: 0029612.00 PLYMOUTH Sheet List Table SHEET NUMBER SHEET TITLE C000 COVER SHEET C100 EXISTING CONDITIONS & REMOVAL PLAN C101 TREE INVENTORY PLAN - OVERALL C102 TREE INVENTORY PLAN - LOT 1 C103 TREE INVENTORY PLAN - LOT 1 LIST C104 TREE INVENTORY PLAN - LOT 2 C105 TREE INVENTORY PLAN - LOT 3 C200 PUD PLAN C201 MULTI-FAMILY SITE PLAN C202 COMMERCIAL SITE PLAN C203 STREET AND STREET SIGN PLAN C301 WETLAND BUFFER AND FEMA BOUNDARY PLAN C400 MULTI-FAMILY GRADING PLAN C401 ENLARGED MULTI-FAMILY GRADING PLAN C402 COMMERCIAL GRADING PLAN C500 MULTI-FAMILY EROSION CONTROL PLAN C501 COMMERCIAL EROSION CONTROL PLAN C600 MULTI-FAMILY SANITARY SEWER & WATERMAIN PLAN C601 SANITARY SEWER PROFILE C602 COMMERCIAL SANITARY SEWER & WATERMAIN PLAN C603 MULTI-FAMILY STORM SEWER PLAN C604 STORM SEWER PROFILES C605 COMMERCIAL STORM SEWER PLAN C606 STORM SEWER PROFILES C900 SITE DETAILS C901 GRADING & EROSION CONTROL DETAILS C902 SANITARY SEWER & WATERMAIN DETAILS C903 STORM SEWER DETAILS L100 MULTI-FAMILY LANDSCAPE PLAN L101 COMMERCIAL LANDSCAPE PLAN L102 COMMERCIAL LANDSCAPE PLAN (LOT 2) L103 LANDSCAPE NOTES & DETAILS PH101 OVERALL PHOTOMETRIC PLAN PH102 COMMERCIAL PHOTOMETRIC PLAN 13 2 EE G IR G G G GGGG G G G GGGGG S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO FO E T S S S S S S CBMH RIM=911.91 INV N 24" RCP=903.91 INV W 12" RCP=903.61 INV S 24" RCP=907.01 SA N SA N SAN MH RIM=912.17 INV N=901.77 INV E=901.87 INV S=901.87 INV W=901.87 CBMH RIM=909.83 CBMH RIM=913.52 INV S 12" RCP=908.12 CBMH RIM=912.04 INV S 12" RCP=903.59 INV N 12" RCP=903.69 ST O SAN MH RIM=915.03 INV W=904.78 INV SE=904.88 DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION (EX. 22) CBMH RIM=911.82 INV N 24" RCP=908.02 INV E 24" RCP=907.92 INV S 24" RCP=907.87 CBMH RIM=911.83 INV S 24" RCP=908.08 DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 5TH ADDITION (EX. 22) STO STO STO CBMH RIM=911.82 INV N 24" RCP=906.92 STMH RIM=912.14 N 36" RCP=893.99 INV S 36" RCP=893.99 INV E 12" RCP=902.59 10 SAN MH RIM=913.91 INV N=895.36 INV S=895.36 ST O ST O ST O STMH RIM=913.39 INV N 36" RCP=895.84 INV S 36" RCP=895.84 CBMH RIM=913.75 N 24" RCP=907.60 INV 24" RCP=907.70 SAN MH RIM=914.30 INV N=896.50 INV S=896.70 INV E=896.60 INV W=B896.60 SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSAN WATWATWATWAT SAN WAT STOSTOSTOSTOSTOSTO CBMH RIM=913.78 INV N 24" RCP= 908.53 INV W 24" RCP=908.58 SANSANSAN WATWATWATWATWAT SAN MH RIM=916.44 INV E=903.69 INV N=903.59 INV S=903.59 INV W=903.59 STOSTOSTO CBMH RIM=916.67 INV E 24" RCP=910.93 INV S 12" RCP=911.47 INV W 24" RCP=910.97 SAN MH RIM=917.93 INV E=904.53 INV S=904.63 INV N=904.63 STO CBMH RIM=917.88 INV E 24" RCP=912.14 INV W 24" RCP=911.88 SA N SA N SA N WA T WA T WA T WA T WA T WA T SAN MH RIM=918.63 INV N=906.08 INV W=906.18 INV S=906.18 CBMH RIM=918.04 INV N 12" RCP=914.74 STMH RIM=917.94 INV S 12" RCP=913.64 INV E 24" RCP=912.74 SAN MH RIM=914.95 INV N=904.55 INV W=904.65 INV S=904.65 SA N SA N SA N SAN 6 SAN MH RIM=915.64 INV N=905.14 INV S=905.24 SA N SA N SA N SAN SAN MH RIM=910.31 INV N=901.26 INV W=901.31 INV S=901.31 CBMH RIM=909.94 CBMH RIM=907.98 INV N 12" RCP=904.63 CBMH RIM=907.98 INV W 24" RCP=903.98 INV N 24" RCP=904.08 INV S 12" RCP=904.38 10 SAN MH RIM=909.08 INV N 8" PVC =904± INV S 8" PVC =INACCESSIBLE INV E=882.18 INV NW=INACCESSIBLE SAN SAN SAN SAN SA N S A N SA N SAN MH RIM=914.12 INV S=904.38 INV E=904.38 DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION (Ex. 22) DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 5TH ADDITION (EX. 22) DRAINAGE, PONDING AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA & HICKORY HILLS VILLAS (EX. 22) SANITARY SEWER EASEMENT PER DOC. NO. 5346663 (EX. 23) AND SHOWN ON THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION (EX. 22 & 23) DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION (EX. 22) LOT 1 BLOCK 2 DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION (EX. 22) DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION (EX. 22)DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION (EX. 22) DR A I N A G E A N D U T I L I T Y E A S E M E N T PE R T H E P L A T O F B A S S L A K E P L A Z A 4T H A D D I T I O N ( E X . 2 2 ) DRAINAGE EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION (EX. 22) DRAINAGE EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION (EX. 22) DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION (EX. 22) DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION (EX. 9 & 22) DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION (EX. 9 & 22) LOT 3 BLOCK 1 OUTLOT A NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD ST O SA N SA N SA N SA N SA N ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T STO SAN SAN SAN PID : 0 1 1 1 8 2 2 4 1 0 0 1 0 OW N E R : T G F A M I L Y L T D P A R T N E R S H I P PI D 0 1 1 1 8 2 2 4 2 0 0 7 1 OW N E R : V I L L A S A T B A S S CR E E K A S S O C I N C (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 10 10 10 10 10 10 1 0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 56TH AVE. N. DRAINAGE EASEMENT PER THE PLATS OF BASS LAKE PLAZA & BASS LAKE PLAZA 3RD ADDITION (EX. 22) 25 10 25 25 10 10 25 10 10 10 6 6 6 6 10 10 10 6 ∆ ∆ WA T WA T WA T WA T WA T WA T WA T 1010 10 10 (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) NE CORNER OF THE NW 1/4 OF THE SE 1/4 OF SEC. 1, TWP. 118, RGE. 22 PARCEL 1 PARCEL 3 PARCEL 2 PARCEL 4 PID 0111822420071 OWNER: VILLAS AT BASS CREEK ASSOC INC N. LINE OF THE NW 1/4 OF THE SE 1/4 OF SEC. 1, TWP. 118, RGE. 22 LI N E P A R A L L E L W I T H T H E E . L I N E OF T H E N W 1 / 4 O F T H E S E 1 / 4 E. L I N E O F T H E N W 1/ 4 O F T H E S E 1 / 4 (N 0 0 ° 1 3 ' 5 6 " E 3 8 0 . 7 7 ) (S89°40'21"E) LINE PARALLEL WITH THE N. LINE OF THE NW 1/4 OF THE SE 1/4 (N 0 0 ° 1 3 ' 5 6 " E ) (N89°42'04"W) S89°54'01"E 330.00 BUILDING HEIGHT=14.1 FT. FO X X X X X X X X X POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO INV=898.96 INV=899.08 INV=899.76 5.5 " M E T A L 48" CONC 48" CONC INV=899.36 INV=905.55 INV=899.61 INV=891.81 GAS GAS GAS GA S GASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FIBER OPTIC VAULT FIBER OPTIC VAULT FIBER OPTIC VAULT FIBER OPTIC VAULTFO TRANSFORMER MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O ST O ST O ST O PAR K I N G A R E A PA R K I N G A R E A ZONE X ZONE X ZONE X ZONE X Z O N E X ZONE A ZONE A Z O N E A ZONE A LIMITATION OF RIGHTS OF ACCESS PER DOC. NO. 995313 (EX. 10) UTILIT Y E A S E M E N T P E R DOC. N O . 5 2 5 3 5 9 2 ( E X . 1 7 ) 1 0 10 10 10 10 10 10 10 1 0 10 EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 DRAINAGE EASEMENT AND RETAINED RIGHT OF ACCESS PER DOC. NO. 4586977 (EX. 19) UTILITY EASEMENT PER DOC. NO. 5352352 (EX. 24) 17.5 17.535 NO DRIVEWAY ACCES TO BASS LAKE ROAD PER DOC. NO. A10146903 (Ex. 27) TRAIL EASEMENT PER DOC. NO. A10147238 (EX. 29) SAN MH RIM=903.65 INV NW=884.65 INV SE=884.55 GA T E PED RAMP RA I S E D CO N C R E T E ZONE X PER PLAN RIM=908.04 IE=890.76 (PER AS-BUILT) RIM=908.22 NO INVERT INFORMATION AVAILABLE RIM=904.22 IE=881.00 (PER AS-BUILT) RIM=900.60 NO INVERT INFORMATION AVAILABLE RIM=900.60 NO INVERT INFORMATION AVAILABLE EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST ST E E E E DS DS DS 900 9 0 0 905 9 0 5 9 1 0 910 915 915 898 899 8 9 9 901 9 0 1 902 9 0 2 903 9 0 3 904 9 0 4 906 9 0 6 907 9 0 7 908 9 0 8 9 0 9 909 9 1 1 911 9 1 2 912 913 913 914 914 9 1 6 916 9 1 7 91 7 9 1 8 91 8 90 0 90 5 910 915 920920 8 9 6 8 9 7 8 9 8 89 9 90 1 90 2 90 3 90 4 906 907 908 909 911 912 913 914 916 91 6 916 91 7 91 7 917 918919 91 9 91 0 9 1 0 9 1 5 915 915 90 9 909 91 1 9 1 1 912 9 1 2 913 9 1 3 914 9 1 4 914916 9 1 6 916 917 917 9 1 7 918 918 916917 91 7 917 917 91 7 910 91 5 911 912 913 91 4 916 915 920 91 1 91 2 91 3 914 916 917 918 919 915 912 913 914 916 917 918 919 890 891 892893 91 5 914 916 917 918 894 894 900 905 910 915 915 898899 901902903 904 906907908909 911912 91 3 913 914 914 916 916 910 915 920 906907908909911912913914 91691 7918 919 91 5 91 3 91 4 916 917 900 900 90 0 905 910 915 89 9 901902903904 906907 908909 911 912 913 914 916 917 918 915 911 912 91 3 914 916 917 918 91 5 91 6 91 7 91 5 905 910 906907908909 911 912 913 914 902 903 904 900 905 910 896 897 898 899 901 902 903 904 906 907 908 909 911 912 895 90 0 90 5 91 0 900 905 910 895 900 905 910 LOT 2 \\\\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ \ X X REMOVE EXISTING CURB & GUTTER REMOVE EXISTING CURB & GUTTER REMOVE EXISTING CURB & GUTTER REMOVE EXISTING CURB & GUTTER REMOVE EXISTING CURB & GUTTER OHWL - BASS CREEK OHWL - BASS CREEK OHWL - BASS CREEK OHWL - BASS CREEK DELINEATED WETLAND LINE DELINEATED WETLAND LINE DELINEATED WETLAND LINE PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'60'120'180' N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 E X 0 1 . D W G C100 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 60' PROPERTY LINE \\\\\\CURB & GUTTER SAW CUT PAVEMENT SAN SANITARY SEWER WAT WATER MAIN STO STORM SEWER CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN EXISTING PROPOSED SAN WAT STO CONSTRUCTION BARRICADE WAT HYDRANTWAT GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETUG POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV RETAINING WALL FENCEX SOIL BORING LOCATIONSB-19 TREE LINE X EXISTING REMOVALS \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ REMOVAL LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. REMOVAL NOTES S S X *X X X EXISTING CONDITIONS & REMOVAL PLAN PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 13 3 EE G IR G G G GGGG G G G GGGGG S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO FO E T S S S S S S SA N SA N ST O STO STO STO ST O ST O ST O SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSAN WATWATWATWAT SAN WAT STOSTOSTOSTOSTOSTO SANSANSAN WATWATWATWATWAT STOSTOSTOSTO SA N SA N SA N WA T WA T WA T WA T WA T WA T SA N SA N SA N SAN SA N SA N SA N SAN SAN SAN SAN SAN SA N SA N SA N DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA, BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION (EX. 22) DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA, BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION (EX. 9 & 22) NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD ST O SA N SA N SA N SA N SA N ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T STO SAN SAN SAN (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ WA T WA T WA T WA T WA T WA T W A T (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO X X X X X X X X X POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO GAS GAS GAS GA S GASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FO ST O ST O ST O ST O ST O ST ST E E E E DS DS DS SF SF SF SF SF SF SF SF SFSFSF SF SF SF SF SF S F S F S F S F SF RSC RSC RSC RSC RSC RSC RSC RSC RSC RS C RSC RSC RSCRSCRSCRSCRSCRSC RSC RSC RSC RS C RS C RSC RSC RSC RSC RSC R S C RSC 15.67' 0 1 2 3 4 5 6 7 0+00.00 7+ 3 4 . 2 2 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING FFE=918.00 LFE=906.67 PROPOSED BUILDING 6,200 SF FFE=914.50 S S S ST ST ST 50265027 5028 5029 5030 50315032 5033 5034 5035 5036 5037 5038 50395040 5041 50425043 5044 5045 5046 50475048 5049 5050 50515052 5053 5054 5055 5056 5057 5058 5059 5060 5061 5062 5063 5064 5065 5066 50675068 5000 5001 5002 5003 500450055006 5007 5008 500950105011 5012 5013 5014 501550165017 5018 501950205021 5022 5023 5024 5025 50695070 5071 50725073 5074 5075 5076 5077 5078 507950805081 5082 5083 5084 5085 5086 5087 5088 5089 5090 5091 5092 5093 5094 5095 5096 5097 5098 5099 5100 5101 5102 5103 510451055106 51075108 5109 5110 5111 5112 5113 5114 5115 5116 51175118 5119 5120 5121 51225123 5124 5125 5126 51275128 5129 5130 51315132 5133 513451355136 5137 5138 51395140 5141 5142 5143 51445145 5146 5147 5148 514951505151 5152 51535154 5155 5156 5157 5158 5159 5160 5161 5162 5163 5164 5165 5166 5167 5168 5169 51705171 5172 5173 5174 5175 5176 51775178 5179 51805181 51825183 5184 5185 5186 5187 51885189 5190 5191 5192 5193 5194 5195 5196 5197 5198 5199 520052015202 52035204 5205 5206 5207 5208 5209 5210 5211 5212 5213 5214 5215 5216 5217 5218 5219 5220 5221 52225223 52245225 5226 5227 52285229 5230 52315232 523352345235 5236 5237 5238 5239 52405241 5242 5243 52445245 5246 5247 5248 5249 5250 5251 5252 5253 5254 5255 5256 5257 52585259 526052615262526352645265 5266 5267 5268526952705271 5272 5273 5274 5275 5276 5277 5278 5279 52805281 52825283 5284 5285 5286 5287 5288 5289 5290 5291 5292 5293 5294 5295 5296 5297 5298 5299 5300 5301 5302 5303 5304 5305 5306 5307 53085309 5310 5311 5312 5313 5314 53155316 5317 5318 5319 5320 5321 5322 5323 5324 5325 5326 5327 5328 5329 5330 5331 5332 5333 5334 5335 5336 5337 53385339 5340 5341 53425343 53445345 53465347 53485349 535053515352 5353 5354 535553565357 53585359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 53735374 53755376 5377 5378 53795380538153825383 53845385 5386 5387 5388 5389 5390 5391539253935394 5395 5396 539753985399 5400 540154025403 54045405 540654075408 5409 5410 5411 5412 5413 5414 5415 54165417 5418 5419 5420 5421 5422 5423 5424 5425 5426 5427 54285429 5430 5431 5432 54335434 5435 5436 5437 5438 543954405441 5442 5443 5444 54455446544754485449 5450 5451 5452 5453 5454 5455 5456 5457 5458 5459 5460 54615462 5463 5464 5465 5466 5467 5468 546954705471 5472 54735474 5475 5476 5477 5478 54795480 54815482 54835484 5485 54865487 5488 5489 5490 54915492 5493 5494 5495 5496 5497 54985499 55005501 5502 5503 5504 5505 5506 5507 5508 5509 5510 55115512 5513 5514 5515 5516 5517 5518 5519 5520 5521 5522 5523 5524 5525 5526 5527 5528 55295530 55315532 5533 5534 5535 55365537 5538 5539 5540 5541 5542 55435544 5545 5546 5547 5548 55495550 55515552 55535554 5555 55565557 55585559 556055615562 556355645565 556655675568 5569 5570 5571 5572 5573 557455755576 5577 5578 55795580 5581 5582 5583 5584 5585 5586 5587 55885589 5590 5591 55925593 5594 559555965597 5598 55995600 5601 56025603 5604560556065607 5608 5609 5610 561156125613 5614 5615 5616 5617 56185619 5620 5621 5622 5623 5624 5625 5626 56275628 5629 5630 5631 5632 5633 5634 5635 5636 5637 5638 5639 5640 5641 5642 5643 5644 5645 5646 564756485649565056515652 5653 5654 5655 5656 5657 5658 56595660 56615662 5663 5664 566556665667 5668 5669 5670 5671 5672 5673 5674 56755676 567756785679 5680 5681 5682 5683 5684 5685 5686 568756885689 5690 5691 5692 569356945695 56965697 5698 56995700 5701 57025703 5704 5705 5706 5707 57085709 57105711 571257135714 5715 571657175718 5719 5720 5721 5722 5723 57245725 5726 5727 57285729 5730 57315732 5733 5734 5735 TPF T P F TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TP F TP F TP F TPF TPF T P F TPF TPF TPF TPF TP F TP F TP F TP F TP F TP F TP F TP F TP F TP F TP F TPF TPF TPF TPF TPF TP F TP F TPF TPF TPFTPFTPFTPFTPFTPFTPF TPF TPF TPF TPF TPF TPFTPF TPF TPF TPF TP F TP F TPF TPF TPF TPF TPF TPF TPF TPF TP F TP F TPF PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'60'120'180' N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 T P 0 1 . D W G C101 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 60' PROPERTY LINE TREE EXISTING PROPOSED TREE LINE EXISTING REMOVALS REMOVAL LEGEND TREE REQUIREMENTS (MIXED USE SITE) FOR EACH ONE (1.0) TREE INCH THAT IS REMOVED OR DISTURBED BEYOND THE THRESHOLD, THE SUBDIVIDER SHALL REPLANT 1.25 INCHES OF NEW TREES OR PROVIDE THE CITY WITH $125.00 IN RESTITUTION. DEVELOPMENTS IN RESIDENTIAL DISTRICTS MAY REMOVE OR DISTURB UP TO 50 PERCENT OF THE TOTAL INCHES OF SIGNIFICANT TREES. ANY REMOVAL OR DISTURBANCE BEYOND THIS THRESHOLD SHALL REQUIRE REFORESTATION OR RESTITUTION. LOT 1 APARTMENT BUILDING (SEE SHEETS C102, C103) TOTAL RESIDENTIAL TREE INCHES= 4158" TREE INCHES REMOVED FROM RESIDENTIAL = 362" TREE INCHES EXEMPT = 362" (DUE TO PONDING) PERCENT REMOVED= 8.7% (AMOUNT IS BELOW 50% THRESHOLD, NO MITIGATION REQUIRED) REPLACEMENT TREES REQUIRED 0 x 1.25 = 0 DEVELOPMENTS IN NON-RESIDENTIAL DISTRICTS MAY REMOVE OR DISTURB UP TO 75 PERCENT OF THE TOTAL INCHES OF SIGNIFICANT TREES. ANY REMOVAL OR DISTURBANCE BEYOND THIS THRESHOLD SHALL REQUIRE REFORESTATION OR RESTITUTION. LOT 2 COMMERCIAL EAST (SEE SHEET C104) TOTAL COMMERCIAL EAST INCHES= 2820" TREE INCHES REMOVED FROM COMMERCIAL EAST = 1018" TREE INCHES EXEMPT= 40" (DUE TO PONDING) PERCENT REMOVED = 34.3% REPLACEMENT TREES REQUIRED 0 x 1.25 = 0 LOT 3 COMMERCIAL WEST (SEE SHEET C105) TOTAL COMMERCIAL WEST INCHES= 2419" TREE INCHES REMOVED FROM COMMERCIAL WEST= 374" TREE INCHES EXEMPT = 296" (DUE TO PONDING) PERCENT REMOVED = 3.2% REPLACEMENT TREES REQUIRED 0 x 1.25 = 0 THE TREE INCHES OF SIGNIFICANT TREES TO BE REMOVED FOR WATER QUALITY TREATMENT PONDS, PUBLIC TRAILS OR SIDEWALKS, AND RIGHTS-OF-WAY FOR ARTERIAL AND MAJOR COLLECTOR ROADWAYS SHALL BE EXEMPT FROM THE CALCULATION OF TOTAL SIGNIFICANT TREE INCHES ON A DEVELOPMENT SITE TREE PRESERVATION/MITIGATION LOT 1 LOT 2LOT 3 TREE INVENTORY PLAN - OVERALL PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED TREE PROTECTION FENCE TPF 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 13 4 EE G IR G G G GGGG G G G GGGGG S S S S STO STO STO SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N ST O ST O ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN STO ∆ ∆ ∆ ∆ BUILDING HEIGHT=14.1 FT. X X X X X X X X X X X X X X X X X POH POH POH POH POH POH POH POH POH POH POHPOHPOH PU G PU G PU G ST O ST O ST O ST E DS DS DS SF SF RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RS C RSC RSC RS C RS C RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RS C RS C RSC RSC RSC RSC PROPOSED BUILDING 6,200 SF FFE=914.50 S S ST 5026 5027 5028 5029 5030 5031 5032 5033 5034 5035 5036 5037 5038 50395040 5041 5042 5043 5044 5045 5046 5047 5048 5049 5050 5051 5052 5053 5054 5055 5056 5057 5058 5059 5060 5061 5062 5063 5064 5065 5066 5067 5068 5000 5001 5002 5003 5004 50055006 5007 5008 50095010 5011 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5025 50695070 5071 5072 5073 5074 5075 5076 5077 5078 507950805081 5082 5083 5084 5085 5086 5087 5088 5089 5090 5091 5092 5093 5094 5095 5096 5097 5098 5099 5100 5101 5102 5103 5104 51055106 5107 5108 5109 5110 5111 5112 5113 5114 5115 5116 5117 5118 5119 5120 5121 5122 5123 5124 5125 5126 5127 5128 5129 5130 5131 5132 5133 513451355136 5137 5138 5139 5140 5141 5142 5143 51445145 5146 5147 5148 514951505151 5152 5153 5154 5155 5156 5157 5158 5159 5160 5164 5165 5166 5167 5168 5169 5170 5171 5172 5173 5174 5175 5176 5177 5178 5179 5180 5181 51825183 5184 5185 5186 5187 5188 5189 5190 5191 5192 5193 5194 5195 5196 5197 5198 5199 5200 5201 5202 5203 5204 5205 5206 5207 5208 5209 5210 5211 5212 5213 5214 5215 5216 5217 5218 5219 5220 5221 52225223 52245225 5226 5227 5228 5229 5230 52315232 52335234 5235 5236 5237 5238 5239 52405241 5242 5243 5244 5245 5246 5247 5248 5249 5250 5251 5252 5253 5254 5255 5256 5257 5258 5259 5260526152625263 52645265 5266 5267 5268 5269 5270 5271 5272 5273 5274 5275 5276 5277 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5289 5290 5291 5292 5293 5294 5295 5296 5297 5298 5299 5300 5301 5302 5303 5304 5305 5306 5307 5308 5309 5310 5311 5312 5313 5314 5315 5316 5317 5318 5319 5320 5321 5322 5323 5324 5325 5326 5327 5328 5329 5330 5331 5332 5333 5334 5335 5336 5337 5439 5440 5441 5442 5443 5444 5445544654475448 5449 5450 5451 5452 5453 5454 5455 5456 5457 5458 5459 5460 5461 5462 5463 5464 5465 5466 5467 5468 54695470 5471 5472 5473 5474 5475 5476 5477 5478 5479 5480 54815482 5483 5484 5485 5486 5487 5488 5489 5490 5491 5492 5493 5494 5495 5496 5497 5498 5499 5500 5501 5502 5503 5504 5505 5506 5507 5508 5509 5510 55115512 5513 5514 5515 5516 5517 5518 5519 5520 5521 5522 5523 5524 5525 5526 5527 5528 5529 5530 5531 5532 5533 5534 5535 5536 5537 5538 5539 5540 5541 5542 55435544 5545 5546 5547 5548 55495550 55515552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 55755576 5577 5578 5579 5580 5581 5582 5583 5584 5585 5586 5587 5588 5589 5590 5591 55925593 5594 559555965597 5598 55995600 5601 5602 5603 5604 560556065607 5608 5609 5610 5611 56125613 5614 5615 5616 5617 56185619 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 5632 5633 5634 5635 5636 5637 5638 5639 5640 5641 5642 5643 5644 5645 5646 564756485649 56505651 5652 5653 5654 5655 5656 TPF TPF T P F T P F TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TP F TP F TP F TPF TPF TPF TPF TPF TPF TPF T P F TPF T P F TP F TPF TPF TPF TPF TPF TPF TPF TP F TP F TP F TP F TP F TP F TP F TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TP F TP F TP F TPF TPF TPF TPF TPF TPFTPFTPFTPF TPF TPF TPF TPF TPF TP F TP F TP F T P F TPFTPF PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'30'60'90' N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 T P 0 1 . D W G 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 30' PROPERTY LINE TREE EXISTING PROPOSED TREE LINE EXISTING REMOVALS REMOVAL LEGEND C102TREE INVENTORY PLAN - LOT 1 PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED TREE PROTECTION FENCETPF 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 13 5 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 T P 0 1 . D W G C102 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . REMOVAL= X: EXEMPT FROM COUNT DUE TO PONDING REMOVAL= X*: NOT EXEMPT FROM COUNT TREE INVENTORY PLAN - LOT 1 LIST PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 13 6 EE G IR G G G GGGG G G G GGGGG S S ST O ST O ST O ST O SAN SAN SAN SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN BUILDING HEIGHT=14.1 FT. X X X X X X X X X X X X X X X X X X POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH PU G E DS DS DS RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RS C RS C RSC RSC RSC RSC PROPOSED BUILDING 6,200 SF FFE=914.50 S 5089 5091 5092 5093 5094 5095 5099 5100 5101 5110 5213 5214 5215 5216 5217 5218 5219 5220 5221 52225223 52245225 5226 5227 5228 5229 5230 52315232 52335234 5235 5236 5237 52405241 5242 5243 5244 5245 5246 52475252 5253 5255 5272 5273 5274 5275 5276 5277 5279 5280 5281 5282 5283 5284 5285 5286 5287 5288 5289 5290 5291 5292 5293 5294 5295 5296 5297 5298 5299 5300 5301 5302 5303 5304 5305 5306 5307 5308 5309 5310 5311 5312 5313 5314 5315 5316 5317 5318 5319 5320 5321 5322 5323 5324 5325 5326 5327 5328 5329 5330 5331 5332 5333 5334 5335 5336 5337 5483 5485 5486 5487 5488 5489 5490 5491 5492 5493 5494 5495 5496 5497 5502 5503 5577 5578 5579 5580 5581 5582 5583 5584 5585 5586 5587 5588 5589 5590 55965597 5617 56185619 5620 5621 5622 5623 5624 5625 5626 5627 5628 5629 5630 5631 5632 5633 5634 5635 5636 5637 5638 5639 5640 5641 5642 5643 5644 5645 5646 564756485649 56505651 5652 5653 5654 5655 5656 TP F TP F TP F TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TP F TP F TPF TPF TPF TPF TPF TPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF TPF TPF TPF TPF TP F TP F T P F TPFTPF PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'30'60'90' N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 T P 0 1 . D W G 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . PROPERTY LINE TREE EXISTING PROPOSED TREE LINE EXISTING REMOVALS REMOVAL LEGEND C104 REMOVAL= X: EXEMPT FROM COUNT DUE TO PONDING REMOVAL= X*: NOT EXEMPT FROM COUNT 30' TREE INVENTORY PLAN - LOT 2 PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED TREE PROTECTION FENCETPF 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 13 7 S FO E T S S SA N S A N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T WA T WA T WA T SAN WAT SAN SAN SAN SAN SAN SAN SAN FO FO FO FO FO FO POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO GAS GAS GAS GAS GAS GAS PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G FO FO E E E SAN RSC R S C R S C RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC PROPOSED BUILDING 4,000 SF FFE=914.00 53385339 5340 5341 5342 5343 53445345 53465347 5348 5349 5350 5351 5352 5353 5354 5355 5356 5357 5358 5359 5360 5361 5362 5363 5364 5365 5366 5367 5368 5369 5370 5371 5372 5373 5374 53755376 5377 5378 5379 53805381 5382 5383 5384 5385 5386 5387 5388 5389 5390 5391 5392 5393 5394 5395 5396 539753985399 5400 5401 5402 5403 54045405 5406 54075408 5409 5410 5411 5412 5413 5414 5415 54165417 5418 5419 5420 5421 5422 5423 5424 5425 5426 5427 54285429 5430 5431 5432 5433 5434 5435 5436 5437 5438 5657 5658 5659 5660 56615662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 56755676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5687 5688 5689 5690 5691 5692 569356945695 5696 5697 5698 56995700 5701 57025703 5704 5705 5706 5707 5708 5709 57105711 571257135714 5715 571657175718 5719 5720 5721 5722 5723 5724 5725 5726 5727 57285729 5730 57315732 5733 5734 5735 TPFTPFTPF TPF TPF TPF TP F TPF TPF TPFTPFTPF TPF TPF TPFTPF TPF TPFTP F TP F TP F T P F TP F TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'30'60'90' N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 T P 0 1 . D W G 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 30' PROPERTY LINE TREE EXISTING PROPOSED TREE LINE EXISTING REMOVALS REMOVAL LEGEND C105 REMOVAL= X: EXEMPT FROM COUNT DUE TO PONDING REMOVAL= X*: NOT EXEMPT FROM COUNT TREE INVENTORY PLAN - LOT 3 PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED TREE PROTECTION FENCE TPF 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 13 8 EE G IR G G G GGGG G G G GGGGG S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO FO E T S S S S S S SA N SA N ST O STO STO STO ST O ST O ST O SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSAN WATWATWATWAT SAN WAT STOSTOSTOSTOSTOSTO SANSANSAN WATWATWATWATWAT STOSTOSTOSTO SA N SA N SA N WA T WA T WA T WA T WA T WA T SA N SA N SA N SAN SA N SA N SA N SAN SAN SAN SAN SAN SA N S A N SA N BLOCK 2 BLOCK 1 NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD ST O SA N SA N SA N SA N SA N ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T STO SAN SAN SAN (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ WA T WA T WA T WA T WA T WA T WA T (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO X X X X X X X X X POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO GAS GAS GAS GA S GASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FIBER OPTIC VAULT FIBER OPTIC VAULT FIBER OPTIC VAULT FIBER OPTIC VAULTFO TRANSFORMER MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O ST O ST O ST O PAR K I N G A R E A PA R K I N G A R E A EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E PED RAMP RA I S E D CO N C R E T E EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST ST E E E DS DS DS 15.67' 0 1 2 3 4 5 6 7 0+00.00 7+ 3 4 . 2 2 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING FFE=918.00 LFE=906.67 PROPOSED BUILDING 6,200 SF FFE=914.50 300' SHORELAND OVERLAY 300' SHORELAND OVERLAY 30 ' W E T L A N D B U F F E R 50' TRIBUTARY STREAM SETBACK 50' TRIBUTARY STREAM SETBACK 3 0 ' W E T L A N D B U F F E R PROPOSED ROADWAY IMPROVEMENTS (BY OTHERS) 5 0 ' W E T L A N D B U F F E R 50 ' W E T L A N D B U F F E R 50' W E T L A N D B U F F E R POND 500 POND 400 POND 300 POND 200 POND 100 PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'60'120'180' PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED FENCEXX SITE LEGEND NUMBER OF PARKING STALLS NORMAL DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK 5 N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 P U D 0 1 . D W G C200 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 60' TOTAL AREA WITHIN 300' OVERLAY SHORELAND OVERLAY IMPERVIOUS SURFACE CALCULATIONS ALLOWABLE IMPERVIOUS AREA (25%) PROPOSED IMPERVIOUS AREA STANDARD LOT 1, BLOCK 1 MULTI-FAMILY 340,017 SF 85,004 SF 58,768 SF (17.28%) WETLAND BUFFER SETBACK LINE WETLAND BUFFER LINE ·EXISTING ZONING:C-2, NEIGHBORHOOD COMMERCIAL FRD, FUTURE RESTRICTED DEVELOPMENT ·PROPOSED ZONING: LOT 1-3 BLOCK 1 PUD, PLANNED UNIT DEVELOPMENT LOT 1 BLOCK 2 PUD, PLANNED UNIT DEVELOPMENT PROPERTY AREA:TOTAL LOT 1 BLOCK 1 492,937 SF (11.316 AC) LOT 2 BLOCK 1 118,408 SF (2.718 AC) LOT 3 BLOCK 1 58,330 SF (1.339 AC) LOT 1 BLOCK 2 113,531 SF (2.606 AC) RIGHT OF WAY 42,078 SF (0.966 AC) TOTAL:867,362 SF (19.912 AC) ·MULTI-FAMILY SITE NUMBER OF UNITS 220 IMPERVIOUS SURFACE(RATIO):176,153 SF (20.3%) PARKING PROVIDED INTERIOR:220 STALLS PARKING PROVIDED EXTERIOR:163 STALLS ·COMMERCIAL WEST BUILDING AREA:4,200 SF IMPERVIOUS AREA:27,435 SF (24.16%) PARKING PROVIDED:34 STALLS PARKING RATIO:8.09/1000 SF ·COMMERCIAL EAST BUILDING AREA:6,200 SF IMPERVIOUS AREA:37,326 SF (31.52%) PARKING PROVIDED:47 STALLS PARKING RATIO:7.58/1000 SF SITE DEVELOPMENT SUMMARY FIRE ACCESS ROAD HEAVY DUTY BITUMINOUS PAVEMENT LOT 2, BLOCK 1 NE COMMERCIAL 117,604 SF 29,401 SF 37,326 SF (31.74%) LOT 3, BLOCK 1 EX. GAS STATION 57,155 SF 14,289 SF 26,891 SF (47.05%) LOT 1, BLOCK 2 NW COMMERCIAL 113,531 SF 28,382 SF 27,435 SF (24.20%) PUD PLAN PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 628,267 SF 157,076 SF 150,420 SF (23.94%) TOTAL 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 13 9 EE G IR G G G GGGG G G G GGGGG S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO E T S S S S SA N SA N ST O GAS ST O ST O S A N STO STO STO STO ST O ST O ST O ST O SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSANSAN WATWATWATWATWAT SAN WAT STOSTOSTOSTOSTOSTOSTO SANSANSAN WATWATWATWATWATWATWAT STOSTOSTOSTOSTO SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SAN SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SA N SA N SA N BLOCK 1 NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. ST O SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T WA T SAN WAT STO PID : 0 1 1 1 8 2 2 4 1 0 0 1 0 OW N E R : T G F A M I L Y L T D P A R T N E R S H I P (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ WA T WA T WA T WA T WA T WA T WA T WA T (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO F O X X X X X X X X X X X X X X X X X X X POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO ST O WAT GAS GAS GA S GA S GASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S PUGPUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FO MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O ST O ST O ST O ST O PAR K I N G A R E A PA R K I N G A R E A EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E RAMP RA I S E D CO N C R E T E ST ST E E E DS DS DS 15.67' PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING FFE=918.00 LFE=906.67 PROPOSED BUILDING 6,200 SF FFE=914.50 7 7 10 10 10 13 12 6 8 18 23 23 10 6 PROPOSED DOG PARK PROPOSED POOL AREA (SEE ARCHITECTURAL) PROPOSED FILTRATION BASIN P100 PROPOSED FILTRATION BASIN P200 26 ' 37 ' 26 ' 18 . 5 ' 26' 18' 26 . 0 ' 26' 26' 26' 26' 24 ' 18' 26'18.5'15.67' R25 ' R29 ' R 5 ' R5' R 5 ' R2 5 ' R 2 5 ' 12 ' 63' 5.67' 63' 26' 18.5' 18.5' 9' 9' 9' 9'9' 9'9'9'9'9'9' 9 ' 9 ' 9 ' 9 ' 9 ' 9 ' R76' R10 ' R 1 0 ' R30 ' R25 ' R 2 5 ' R 1 2 0 ' R1 0 0 ' R1 0 0 ' R 1 0 0 ' R 1 0 0 ' R70' R70' R70' R50' R5' 20 ' 20 ' 20 ' 20'17.5' 1 1 1 1 1 1 1 2 2 1 10B CURB TRANSITION CURB TRANSITION 2D 1R1 0 ' 30' W E T L A N D B U F F E R 50' TRIBUTARY STREAM SETBACK R5' R 2 0 ' R20 ' COMMERCIAL DRIVEWAY (SEE CITY DETAIL STRT-12) COMMERCIAL DRIVEWAY (SEE CITY DETAIL STRT-12) PRO O F O F P A R K I N G 64 S T A L L S 5 0 ' W E T L A N D B U F F E R SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 S P 0 1 . D W G C201 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT PERMIT PLANS © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 50' PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED FENCEXX SITE LEGEND NUMBER OF PARKING STALLS NORMAL DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK 5 ·PARKING SPACE/DRIVE AISLE:9' WIDE X 18.5' LONG, 26' AISLE ·PARKING PROVIDED:163 SURFACE STALLS 220 UNDERGROUND STALLS 376 TOTAL STALLS MULTI-FAMILY SITE DEVELOPMENT SUMMARY 1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, MINNETONKA, MN, ON 10/12/20. 2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. GENERAL SITE NOTES 1 B612 CURB AND GUTTER 2 SURMOUNTABLE CURB AND GUTTER 2D FLUSH CURB AND GUTTER 5 INTEGRAL CURB AND WALK 6 CONCRETE CROSS GUTTER 7 ENTRANCE THRU CURB AND GUTTER 8 PRIVATE CONCRETE SIDEWALK 10B PRIVATE PARALLEL PEDESTRIAN CURB RAMP 14 SIGN INSTALLATION 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 19 PAVEMENT SECTIONS 31 BEAVERTAIL CURB (B612) 39 MODULAR BLOCK RETAINING WALL WITH REINFORCEMENT 40 MODULAR BLOCK RETAINING WALL 43 RETAINING WALL WITH FENCE USING SLEEVE-IT SYSTEM 1 SITE DETAILS (SI-0XX) HEAVY DUTY BITUMINOUS PAVEMENT BITUMINOUS FIRE LANE WETLAND BUFFER LINE TRIBUTARY STREAM SETBACK MULTI-FAMILY SITE PLAN PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 14 0 EE G IR G G G GGGG G G G GGGGG S S SS FOFO FO E FO FOFO FO E T S S S S S S SA N ST O ST O ST O S A N STO SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN S A N SA N SA N BLOCK 2 BLOCK 1 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T SAN WAT STO SAN SAN SAN SAN WA T WA T WA T WA T WA T WA T W A T (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO FO X X X X X X X X X X X X X XPOH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO ST O WAT GAS GAS GAS GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G FO MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E PED RAMP RA I S E D CO N C R E T E ST E E E DS DS DS 0 0+00.00 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING 6,200 SF FFE=914.50 6 5 7 16 18 14 8 7 R7 0 ' R1 0 0 ' R36' R 3 1 'R31 ' R1 0 ' R1 0 ' 26 ' 18 . 5 ' R5' R 5 ' R5' R 3 1 ' R31 ' R1 2 6 ' R1 2 6 ' R 1 0 0 ' R 1 0 0 ' 26 ' 18 . 5 ' 18.5'26' 26 ' 18.5'26' R5' R 5 ' R 5 ' 18 . 5 ' 26 ' 18.5'26'18.5' 9' 9' 9 ' 9 ' 9 ' 18.5'26' 9' 26 ' 9'9'9' 9' 9' 9' 1 1 1 1 1 1 1 1 15 159 26 ' PROPOSED FILTRATION BASIN P400 PROPOSED FILTRATION BASIN P300 50' TRIBUTARY STREAM SETBACK PROPOSED FILTRATION BASIN P500 50' TRIBUTARY STREAM SETBACK 30' WETLAND B U F F E R OHWL - BASS CREEK 30' W E T L A N D B U F F E R 50 ' W E T L A N D B U F F E R 50' W E T L A N D B U F F E R 26 ' 26 ' R 1 0 ' SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 S P 0 1 . D W G 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT PERMIT PLANS © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 50' ·PARKING SPACE/DRIVE AISLE:9' WIDE X 18.5' LONG, 26' AISLE ·PARKING PROVIDED:34 WEST SITE DEVELOPMENT SUMMARYGENERAL SITE NOTESSITE LEGEND C202 1 B612 CURB AND GUTTER 2D FLUSH CURB AND GUTTER 5 INTEGRAL CURB AND WALK 6 CONCRETE CROSS GUTTER 7 ENTRANCE THRU CURB AND GUTTER 8 PRIVATE CONCRETE SIDEWALK 9 PRIVATE PERPENDICULAR PEDESTRIAN CURB RAMP 10B PRIVATE PARALLEL PEDESTRIAN CURB RAMP 14 SIGN INSTALLATION 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 19 PAVEMENT SECTIONS 31 BEAVERTAIL CURB (B612) 39 MODULAR BLOCK RETAINING WALL WITH REINFORCEMENT 40 MODULAR BLOCK RETAINING WALL 43 RETAINING WALL WITH FENCE USING SLEEVE-IT SYSTEM 1 SITE DETAILS (SI-0XX) ·PARKING SPACE/DRIVE AISLE:9' WIDE X 18.5' LONG, 26' AISLE ·PARKING PROVIDED:47 EAST SITE DEVELOPMENT SUMMARY 1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, MINNETONKA, MN, ON 10/12/20. 2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED FENCEXX NUMBER OF PARKING STALLS NORMAL DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK 5 HEAVY DUTY BITUMINOUS PAVEMENT BITUMINOUS FIRE LANE WETLAND BUFFER LINE TRIBUTARY STREAM SETBACK COMMERCIAL SITE PLAN PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 14 1 EE G IR G G G GGGG G G G GGGGG S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO FO E T S S S S S S SA N SA N ST O STO STO STO ST O ST O ST O SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSAN WATWATWATWAT SAN WAT STOSTOSTOSTOSTOSTO SANSANSAN WATWATWATWATWAT STOSTOSTOSTO SA N SA N SA N WA T WA T WA T WA T WA T WA T SA N SA N SA N SAN SA N SA N SA N SAN SAN SAN SAN SAN SA N S A N SA N LOT 1 BLOCK 2 LOT 3 BLOCK 1 OUTLOT A NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD ST O SA N SA N SA N SA N SA N ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T STO SAN SAN SAN (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ WA T WA T WA T WA T WA T WA T WA T (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) PARCEL 1 PARCEL 3 PARCEL 2 PARCEL 4 S89°54'01"E 330.00 BUILDING HEIGHT=14.1 FT. FO X X X X X X X X X POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO GAS GAS GAS GA S GASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FIBER OPTIC VAULT FIBER OPTIC VAULT FIBER OPTIC VAULT FIBER OPTIC VAULTFO TRANSFORMER MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O ST O ST O ST O PAR K I N G A R E A PA R K I N G A R E A EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E PED RAMP RA I S E D CO N C R E T E EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST ST E E E DS DS DS LOT 2 15.67' PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING FFE=918.00 LFE=906.67 PROPOSED BUILDING 6,200 SF FFE=914.50 300' SHORELAND OVERLAY 300' SHORELAND OVERLAY 30 ' W E T L A N D B U F F E R 50' TRIBUTARY STREAM SETBACK 50' TRIBUTARY STREAM SETBACK 3 0 ' W E T L A N D B U F F E R PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'60'120'180' PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED FENCEXX SITE LEGEND NUMBER OF PARKING STALLS NORMAL DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK 5 N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 S T 0 1 . D W G C203 PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE STREET AND STREET SIGN PLAN300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 60' PROJECT NUMBER: 0029612.00 WETLAND BUFFER SETBACK LINE WETLAND BUFFER LINE FIRE ACCESS ROAD TOTAL AREA WITHIN 300' OVERLAY SHORELAND OVERLAY IMPERVIOUS SURFACE CALCULATIONS ALLOWABLE IMPERVIOUS AREA (25%) PROPOSED IMPERVIOUS AREA STANDARD LOT 1, BLOCK 1 MULTI-FAMILY 340,017 SF 85,004 SF 58,768 SF (17.28%) ·EXISTING ZONING:C-2, NEIGHBORHOOD COMMERCIAL FRD, FUTURE RESTRICTED DEVELOPMENT ·PROPOSED ZONING: LOT 1-3 BLOCK 1 PUD, PLANNED UNIT DEVELOPMENT LOT 1 BLOCK 2 PUD, PLANNED UNIT DEVELOPMENT PROPERTY AREA:TOTAL LOT 1 BLOCK 1 492,937 SF (11.316 AC) LOT 2 BLOCK 1 118,408 SF (2.718 AC) LOT 3 BLOCK 1 58,330 SF (1.339 AC) LOT 1 BLOCK 2 113,531 SF (2.606 AC) RIGHT OF WAY 42,078 SF (0.966 AC) TOTAL:867,362 SF (19.912 AC) ·MULTI-FAMILY SITE NUMBER OF UNITS 220 IMPERVIOUS SURFACE(RATIO):176,153 SF (20.3%) PARKING PROVIDED INTERIOR:220 STALLS PARKING PROVIDED EXTERIOR:163 STALLS ·COMMERCIAL WEST BUILDING AREA:4,200 SF IMPERVIOUS AREA:27,435 SF (24.16%) PARKING PROVIDED:34 STALLS PARKING RATIO:8.09/1000 SF ·COMMERCIAL EAST BUILDING AREA:6,200 SF IMPERVIOUS AREA:37,326 SF (31.52%) PARKING PROVIDED:47 STALLS PARKING RATIO:7.58/1000 SF SITE DEVELOPMENT SUMMARY LOT 2, BLOCK 1 NE COMMERCIAL 117,604 SF 29,401 SF 37,326 SF (31.74%) LOT 3, BLOCK 1 EX. GAS STATION 57,155 SF 14,289 SF 26,891 SF (47.05%) LOT 1, BLOCK 2 NW COMMERCIAL 113,531 SF 28,382 SF 27,435 SF (24.20%) 628,267 SF 157,076 SF 150,420 SF (23.94%) TOTAL 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 14 2 BLOCK 2 BLOCK 1 NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. X X X X X X X X X MONUMENT SIGN CANOPY PILLAR (TYPICAL) PAR K I N G A R E A PA R K I N G A R E A ZONE X ZONE X ZONE X ZONE X Z O N E X ZONE A ZONE A Z O N E A ZONE A EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E PED RAMP RA I S E D CO N C R E T E ZONE X EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS 0 1 2 3 4 5 6 7 0+00.00 7+ 3 4 . 2 2 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING FFE=918.00 LFE=906.67 PROPOSED BUILDING 6,200 SF FFE=914.50 WETLAND BUFFER TO REMAIN UNDISTURBED WETLAND BUFFER TO REMAIN UNDISTURBED PROPOSED CORRECTED EFFECTIVE FLOODPLAIN BOUNDARY EXISTING EFFECTIVE FEMA BOUNDARY EXISTING EFFECTIVE FEMA BOUNDARY PROPOSED CORRECTED EFFECTIVE FLOODPLAIN BOUNDARY 90 8 . 7 9 90 8 . 5 4 908 . 5 4 908.53 90 2 . 9 2 90 2 . 9 1 9 0 2 . 8 9 902.90 WETLAND BUFFER SIGN (TYP) (SEE DETAIL) PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'60'120'180' PROPERTY LINE EXISTING PROPOSED LEGEND N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 W T 0 1 . D W G C301 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 60' WETLAND LINE WETLAND BUFFER LINE EXISTING EFFECTIVE FLOODPLAIN FEMA BOUNDARY LINE CORRECTED EFFECTIVE FLOODPLAIN FEMA BOUNDARY LINE WETLAND BUFFER AND FEMA BOUNDARY PLAN PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 14 3 EE G IR G G G GGGG G G G GGGGG S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO E T S S S S SA N SA N ST O GAS ST O ST O S A N STO STO STO STO ST O ST O ST O ST O SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSANSAN WATWATWATWATWAT SAN WAT STOSTOSTOSTOSTOSTOSTO SANSANSAN WATWATWATWATWATWATWAT STOSTOSTOSTOSTO SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SAN SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SA N SA N SA N BLOCK 1 NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. ST O SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T WA T SAN WAT STO (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ WA T WA T WA T WA T WA T WA T WA T WA T (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO F O X X X X X X X X X X X X X X X X X X X POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO ST O WAT GAS GAS GA S G A S GASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S PUGPUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FO MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O ST O ST O ST O ST O PAR K I N G A R E A PA R K I N G A R E A EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E RAMP RA I S E D CO N C R E T E EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST ST E E E DS DS DS 90 0 90 5 910 915 8 9 6 8 9 7 8 9 8 89 9 90 1 90 2 90 3 90 4 906 907 908 909 911 912 91 3 914 916 91 6 916 917 91 7 917 918919 91 0 9 1 0 9 1 5 915 915 90 9 909 91 1 9 1 1 912 9 1 2 913 9 1 3 914 9 1 4 914916 9 1 6 916 917 917 9 1 7 918 918 916917 91 7 917 917 917 910 91 5 911 912 913 91 4 916 915 920 91 1 91 2 91 3 914 916 917 918 919 915 912 913 914 916 917 918 919 890 891 892 893 915 914 916 917 918 894 894 900 905 910 915 915 898 899 901 902 903 904 906907908909 911912 91 3 913 914 914 916 916 910 915 920 906907908909911912913914 91691 7918 919 91 5 91 3 91 4 916 917 900 900 90 0 905 910 915 89 9 901 902 903 904 906 907 908 909 911 912 913 914 916 917 918 915 911 912 91 3 914 916 917 918 91 5 91 6 91 7 91 5 905 910 906 907908 909 911 912 913 91 4 902 903 904 900 905 910 896 897 898 899 901 902 903 904 906 907 908 909 911 912 895 90 0 90 5 91 0 900 905 910 895 900 905 910 15.67' 0 1 2 3 4 5 6 7 0+00.00 7+ 3 4 . 2 2 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING FFE=918.00 LFE=906.67 PROPOSED BUILDING 6,200 SF FFE=914.50 S S S ST ST ST 910 915 911 912 913 91 4 9 1 6 9 1 5 9 1 6 916 910 9 1 5 915 9 1 5 907 908 909 911 912 913 914 917 9 1 5 911 912 913 91 4 910 911912913 900 899 901 902 915 912 912 913 913 914 91 6 917 9 1 5 912 913 91 4 9 1 6 9 1 7 91 0 911 911 91 5 9 1 5 914 9 1 4 9 1 6 906 9 0 7 908 909 91 2 913 9 1 5 9 1 2 9 1 3 91 4 91 6 91 7 915 913913 91 3 91 4 91 2 9 1 3 915 913 91 4 90 7 90 8 90 9 91 0 90 6 90 7 90 8 90 9 91 1 91 2910911912913 90 5 904 906 906 90 0 899 901 902 905 901902903904 906907908909 903 91 0 91 5 90 7 90 8 909 91 191 2 91 391 4 91 691 7 91 891 9 910908909 911 912 905 903 904 906 906 916917 915 FILTRATION BASIN 100 OUTLET=900.80 BOTTOM=899.00 100 YR HWL= 904.22 FILTRATION BASIN 200 OUTLET=900.28 BOTTOM=899.00 100 YR HWL= 904.16 PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' PROPERTY LINE 982 980 POND NORMAL WATER LEVEL RIDGE LINE TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 WAT SAN SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL GRADING LIMITSGL CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) GRADING LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5.THE CONTRACTOR SHALL 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 APPROPRIATE MNDOT STANDARDS. 6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 1.BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION. ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVE SEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SAND BAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS ARE ESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTIL BASINS ARE ON-LINE. 2.BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM. 3.PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION. 4.BASINS MUST BE TESTED FOR FILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUAL RING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM FILTRATION RATE IS 1-INCH PER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKE CORRECTIVE ACTION UNTIL MINIMUM FILTRATION RATE IS MET. CORRECTIVE ACTION MAY INCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT, WITH NO DIRECT COMPENSATION MADE. GRADING NOTES FILTRATION BASIN NOTES 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 G D 0 1 . D W G 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' C400MULTI-FAMILY GRADING PLAN PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 14 4 S ST SS S S S S S FOFO S GA S SA N SA N SA N SA N GAS STO STO STO STO ST O ST O ST O ST O ST O ST O ST O SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWAT SAN SAN WAT WAT SA N ST O STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO SANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWAT SA N SA N STOSTOSTOSTOSTOSTO SA N SA N STOSTOSTO SA N SA N SA N SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SA N SA N SA N SANSAN SA N SAN SAN SA N SA N SA N SA N SANSAN NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. ST O ST O WA T WA T WA T SA N SA N ST O ST O WAT WAT (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. WA T WA T WA T WA T WA T WA T WA T WA T (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PUG PU G PU G ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O PA R K I N G A R E A EDGE OF WOODS ST ST 9 1 0 9 1 5 915 90 9 9 1 1 91 2 9 1 3 9 1 4 914 916 9 1 6 917 9 1 7 918 918 916917 91 7 917 917 91 7 910 91 5 911 912 913 91 4 916 91 1 91 2 91 3 915 914 916 917 918 915 911 912 91 3 914 916 917 918 900 905 910 900 905 910 15.67' 0 1 2 3 4 5 6 7 0+00.00 7+ 3 4 . 2 2 PROPOSED BUILDING FFE=918.00 LFE=906.67 S ST ST ST 910 915 911 912 913 914 9 1 6 9 1 5 9 1 6 916 910 9 1 5 915 9 1 5 907 908 909 911 912 913 914 917 91 5 911 912 913 91 4 910 911 912913 900 899 901 902 915 912 912 913 913 914 91 6 917 9 1 5 912 913 91 4 9 1 6 9 1 7 91 0 911 911 91 5 9 1 5 914 9 1 4 9 1 6 905 901902903904 906907908909 910 908 909 911 912 905 903 904 906 906 916917 915 TW=916.22 BW=916.22 TW=916.25 BW=916.25 TW=917.50 BW=907.56 TW=917.50 BW=907.47 14.39 15.00 15.16 15.31 15.24 15.02 14.80 14.74 14.68 14.61 15.20 14.46 15.20 13.73 13.83 13.86 13.91 14.00 14.09 14.14 14.04 14.64 14.60 14.61 14.68 14.9114.5516.2015.40 15.09 15.0015.00 15.09 15.4016.2015.93 15.71 15.6515.20 15.23 15.46 15.61 15.66 15.69 15.7816.12 16.23 16.2516.10 15.38 14.80 15.20 15.32 15.36 15.35 15.33 15.25 14.80 15.20 15.32 15.36 15.33 15.2514.97 14.13 13.86 13.58 13.50 11.67 10.46 9.58 10.44 10.79 10.52 9.28 9.54 9.40 9.08 9.10 8.74 8.19 6.61 6.62 6.676.67 6.82 7.689.47 10.82 12.76 14.03 14.28 15.00 15.30 16.50 16.19 16.10 16.07 16.10 16.19 16.50 16.5016.19 16.10 16.07 16.10 16.19 16.50 16.50 16.19 16.10 16.25 16.17 16.14 16.19 16.50 17.30 17.1417.32 17.65 17.75 17.65 17.30 17.1116.50 17.31 16.97 16.73 16.65 16.67 16.75 16.16 16.47 14.43 14.57 14.64 14.68 15.28 7.06 7.16 6.65 6.55 14.72 14.70 14.64 14.73 15.64 15.97 15.33 15.67 15.24 15.09 14.01 14.09 14.12 16.47 16.60 16.54 17.16 16.73 16.50 B 17.25 F 16.75 B 17.25 F 16.75 B 16.75 F 16.75 B 16.75 F 16.75 B 17.90 F 17.90 B 17.90 F 17.90 B 17.90 F 17.40 B 17.90 F 17.40 9.51 9.20 9.53 16.30 16.00 16.30 16.34 16.34 14.01 13.71 14.01 14.36 14.38 13.16 13.7613.25 12.65 11.20 11.80 11.16 10.56 10.44 9.84 10.90 10.30 11.30 10.70 11.62 11.02 11.75 11.15 9.91 10.518.47 14.06 15.00 14.70 14.93 14.02 14.32 14.00 3.8 % 3.2 % 4. 3 % 5.3 % 3 . 6 % 4. 2 % 4 . 5 % 4.4 % 1.5 % 1.4 % 2. 4 % 2. 1 % 2.2 % 1. 0 % 2.5 % 3.4%3.3% 3.4% 2.8 % 3.4% 1. 7 % 3. 9 % 3.1 % 1.0 % 1.1% 2.1 % 2.0% 2.1% 2.2% 2.4% 2.6% 2.3% 2.3% 2.6% 3.2% 3.3 % 4.0% 7. 5 % 3 . 9 % 3.1 %3.9 % 7.7% 3.0 % 3.0 % 3.1 % 3.0 % 3 . 1 % 3.1 % 3.8 % 3 . 8 % 1.1% 2. 1 % 1.9% 1.8% 0. 3 % PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'30'60'90' PROPERTY LINE 982 980 POND NORMAL WATER LEVEL RIDGE LINE TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 WAT SAN SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL GRADING LIMITSGL CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) GRADING LEGEND 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 G D 0 1 . D W G 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 30' C401ENLARGED MULTI-FAMILY GRADING PLAN PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 14 5 EE G IR G G G GGGG G G G GGGGG S S SS FOFO FO E FO FOFO FO E T S S S S S S SA N ST O ST O ST O S A N STO SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN S A N SA N SA N BLOCK 2 BLOCK 1 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T SAN WAT STO SAN SAN SAN SAN WA T WA T WA T WA T WA T WA T W A T (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO FO X X X X X X X X X X X X X XPOH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO ST O WAT GAS GAS GAS GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G FO MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E PED RAMP RA I S E D CO N C R E T E EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST E E E DS DS DS 900 9 0 0 905 9 0 5 9 1 0 910 915 915 898 899 8 9 9 901 9 0 1 902 9 0 2 903 9 0 3 904 9 0 4 906 9 0 6 907 9 0 7 908 9 0 8 9 0 9 909 9 1 1 911 9 1 2 912 913 913 914 914 9 1 6 916 9 1 7 91 7 9 1 8 91 8 90 0 90 5 910 915 920920 8 9 6 8 9 7 8 9 8 89 9 90 1 90 2 90 3 90 4 906 907 908 909 911 912 913 914 916 91 6 916 91 7 91 7 917 918919 91 9 91 0 9 1 0 915 90 9 909 911 912 913 914 916 917 910 911 920 91 1 91 2 91 3 918 919 915 912 913 914 916 917 918 919 890 891 892893 914 894 894 900 905 910 915 915 898 899 901 902 903 904 906907908909 911912 9 1 3 913 914 914 916 916 910 915 920 906907908909911912913914 91691 7918 919 91 5 91 3 91 4 916 917 911 912 91 5 91 6 91 7 91 5 905 910 906907908 909 911 912 913 91 4 902 903 904 900 905 910 896 897 898 899 901 902 903 904 906 907 908 909 911 912 895 90 0 90 5 91 0 900 905 910 895 900 905 910 0 0+00.00 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING 6,200 SF FFE=914.50 S S S ST 910 911 912 911 910 911912913 900 899 901 902 912 912 913 913 9 1 5 912 913 91 4 91 0 911 911 91 5 914 906 9 0 7908 909 910 915 911 912 913 914 916 906 907 908 909 903 906 91 2 913 91 3 9 1 5 91 2 9 1 3 9 1 4 91 6 9 1 7 915 913913 91 3 91 4 91 2 9 1 3 915 913 91 4 90 7 90 8 90 9 91 0 90 6 90 7 90 8 90 9 91 1 91 2910911912913 TW=912.25 BW=911.75 TW=912.32 BW=908.88 TW=913.20 BW=908.20 TW=912.40 BW=907.90 TW=912.50 BW=907.15 TW=912.75 BW=907.25 TW=912.75 BW=908.50 TW=913.17 BW=909.67 TW=913.30 BW=912.80 TW=913.49 BW=912.99 TW=915.59 BW=913.09 TW=917.51 BW=913.51 TW=913.89 BW=913.39 TW=913.03 BW=912.53 TW=913.26 BW=909.26 TW=912.61 BW=908.11 TW=912.49 BW=909.49 TW=912.10 BW=911.10 TW=911.71 BW=911.21 90 5 904 906 90 6 900 899 901 902 905 901902903904 906907908909 90 3 91 0 91 5 90 7 90 8 90 9 91191 2 91 391 4 91 691 7 91 891 9 910908909 911 912 905 903 904 906 906 15.47 15.26 15.12 14.68 15.01 14.11 12.93 12.76 13.70 13.00 12.82 12.68 12.45 12.00 12.80 12.00 12.11 12.26 12.31 12.77 13.00 11.80 12.15 13.00 12.8013.58 14.75 15.38 16.00 15.55 15.42 15.00 14.46 13.58 13.44 13.8013.62 13.57 13.34 13.25 13.38 13.80 14.4014.40 13.80 13.26 13.10 13.24 13.52 13.58 13.80 13.48 12.92 12.75 12.8313.5613.66 13.80 13.65 13.65 B 13.90 F 13.90 B 13.90 F 13.90 B 14.39 F 13.89 B 14.39 F 13.89 2.4 % 2.1% 2.3 % 2.7 % 2. 7 % 3. 1 % 2.6% 3.2% 2.8 % 2.4 %2.0% 2.3% 2 . 2 % 1.4% 1. 3 % 11.84 11.23 12.77 12.93 11.7611.17 11.95 12.07 12.72 12.47 12.44 12.35 12.62 12.69 12.72 12.97 12.55 12.36 12.34 12.25 11.10 11.21 11.25 11.35 12.73 13.48 13.41 13.13 12.85 12.73 12.60 12.78 13.38 12.9612.83 12.65 12.59 12.24 12.34 12.37 12.45 12.72 13.07 13.00 13.16 13.21 13.50 B 13.50 F 13.00 B 13.83 F 13.33 B 13.13 F 13.13 B 13.19 F 13.19 1.5% 2 . 1 % 2.7 % 1.9 % 2 . 4 % 2.3% 1.9 %2.4% 2.3% 2.8 % 3. 4 % FILTRATION BASIN 100 OUTLET=900.80 BOTTOM=899.00 100 YR HWL= 904.22 FILTRATION BASIN 500 OUTLET=904.00 BOTTOM=903.00 100 YR HWL= 905.86 FILTRATION BASIN 400 OUTLET=908.58 BOTTOM=907.00 100 YR HWL= 910.25 FILTRATION BASIN 300 OUTLET=907.13 BOTTOM=906.00 100 YR HWL= 908.36 PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' PROPERTY LINE 982 980 POND NORMAL WATER LEVEL RIDGE LINE TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 WAT SAN SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL GRADING LIMITSGL CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) GRADING LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5.THE CONTRACTOR SHALL 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 APPROPRIATE MNDOT STANDARDS. 6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 1.BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION. ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVE SEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SAND BAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS ARE ESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTIL BASINS ARE ON-LINE. 2.BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM. 3.PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION. 4.BASINS MUST BE TESTED FOR FILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUAL RING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM FILTRATION RATE IS 1-INCH PER HOUR. IF BASIN DOES NOT MEET FILTRATION RATE, CONTRACTOR MUST TAKE CORRECTIVE ACTION UNTIL MINIMUM FILTRATION RATE IS MET. CORRECTIVE ACTION MAY INCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT, WITH NO DIRECT COMPENSATION MADE. GRADING NOTES FILTRATION BASIN NOTES 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 G D 0 1 . D W G 01/12/23 BCW BCW JN 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' C402COMMERCIAL GRADING PLAN PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 14 6 EE G IR G G G GGGG G G G GGGGG S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO E T S S S S SA N SA N ST O GAS ST O ST O S A N STO STO STO STO ST O ST O ST O ST O SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSANSAN WATWATWATWATWAT SAN WAT STOSTOSTOSTOSTOSTOSTO SANSANSAN WATWATWATWATWATWATWAT STOSTOSTOSTOSTO SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SAN SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SA N SA N SA N BLOCK 1 NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. ST O SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T WA T SAN WAT STO (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ WA T WA T WA T WA T WA T WA T WA T WA T (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO F O X X X X X X X X X X X X X X X X X X X POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO ST O WAT GAS GAS GA S G A S GASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S PUGPUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FIBER OPTIC VAULT FIBER OPTIC VAULT FIBER OPTIC VAULT FIBER OPTIC VAULTFO TRANSFORMER MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O ST O ST O ST O ST O PAR K I N G A R E A PA R K I N G A R E A EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E RAMP RA I S E D CO N C R E T E EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST ST E E E DS DS DS 90 0 90 5 910 915 8 9 6 8 9 7 8 9 8 89 9 90 1 90 2 90 3 90 4 906 907 908 909 911 912 91 3 914 916 91 6 916 917 91 7 917 918919 91 0 9 1 0 9 1 5 915 915 90 9 909 91 1 9 1 1 912 9 1 2 913 9 1 3 914 9 1 4 914916 9 1 6 916 917 917 9 1 7 918 918 916917 91 7 917 917 917 910 91 5 911 912 913 91 4 916 915 920 91 1 91 2 91 3 914 916 917 918 919 915 912 913 914 916 917 918 919 890 891 892 893 915 914 916 917 918 894 894 900 905 910 915 915 898 899 901 902 903 904 906907908909 911912 91 3 913 914 914 916 916 910 915 920 906907908909911912913914 91691 7918 919 91 5 91 3 91 4 916 917 900 900 90 0 905 910 915 89 9 901 902 903 904 906 907 908 909 911 912 913 914 916 917 918 915 911 912 91 3 914 916 917 918 91 5 91 6 91 7 91 5 905 910 906 907908 909 911 912 913 91 4 902 903 904 900 905 910 896 897 898 899 901 902 903 904 906 907 908 909 911 912 895 90 0 90 5 91 0 900 905 910 895 900 905 910 910 915 911 912 913 91 4 9 1 6 9 1 5 9 1 6 916 910 9 1 5 915 9 1 5 907 908 909 911 912 913 914 917 9 1 5 911 912 913 91 4 910 911912913 900 899 901 902 915 912 912 913 913 914 91 6 917 9 1 5 912 913 91 4 9 1 6 9 1 7 91 0 911 911 91 5 9 1 5 914 9 1 4 9 1 6 906 9 0 7 908 909 91 2 913 9 1 5 9 1 2 9 1 3 91 4 91 6 91 7 915 913913 91 3 91 4 91 2 9 1 3 915 913 91 4 90 7 90 8 90 9 91 0 90 6 90 7 90 8 90 9 91 1 91 2910911912913 TW=917.50 BW=907.56 TW=917.50 BW=907.47 TW=916.22 BW=916.22 TW=916.25 BW=916.25 TW=912.25 BW=911.75 TW=912.32 BW=908.88 TW=913.20 BW=908.20 TW=912.40 BW=907.90 TW=912.50 BW=907.15 TW=912.75 BW=907.25 TW=912.75 BW=908.50 TW=913.17 BW=909.67 TW=913.30 BW=912.80 TW=913.49 BW=912.99 TW=915.59 BW=913.09 TW=912.61 BW=908.11 TW=912.49 BW=909.49 TW=912.10 BW=911.10 TW=911.71 BW=911.21 90 5 904 906 906 90 0 899 901 902 905 901902903904 906907908909 903 91 0 91 5 90 7 90 8 909 91 191 2 91 391 4 91 691 7 91 891 9 910908909 911 912 905 903 904 906 906 916917 915 15.67' PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING FFE=918.00 LFE=906.67 PROPOSED BUILDING 6,200 SF FFE=914.50 S S S ST ST ST SF SF SF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF S F S F S F S F SF SF RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSCRSCRSCRSCRSCRSCRSC RSC RS C RSC RSC RSC RSC RSC RSC SILT FENCE SILT FENCE CONCRETE WASHOUT REDUNDANT SILT FENCE REDUNDANT SILT FENCE PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' PROPERTY LINE SILT FENCE POND NORMAL WATER LEVEL ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET EMERGENCY OVERFLOW SOIL BORING LOCATION STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER INLET PROTECTION EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR RETAINING WALL SF CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) EROSION CONTROL LEGEND 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY WITHIN 7 DAYS. PRIOR TO PERMANENT STABILIZATION, DECOMPACTION OF ALL DISTURBED SOILS AND 6 INCHES OF TOPSOIL REQUIRED. A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE. B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACRE C.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PER ACRE. D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE. E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE. F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. 9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 11.ALL PERMANENT PONDS WILL BE USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION. THESE PONDS SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. 14.PUBLIC STREETS USED FOR HAULING SHALL BE SWEPT A MINIMUM OF ONCE PER WEEK, OR AS DIRECTED BY ENGINEER. EROSION CONTROL NOTES STO WAT SAN SB-19SB-19 E.O.F. 982 980 982 980 N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 E C 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE MULTI-FAMILY EROSION CONTROL PLAN300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 C500112/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 14 7 EE G IR G G G GGGG G G G GGGGG S S SS FOFO FO E FO FOFO FO E T S S S S S S SA N ST O ST O ST O S A N STO SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN S A N SA N SA N BLOCK 2 BLOCK 1 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T SAN WAT STO SAN SAN SAN SAN WA T WA T WA T WA T WA T WA T W A T (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO FO X X X X X X X X X X X X X XPOH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO ST O WAT GAS GAS GAS GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G FIBER OPTIC VAULT FIBER OPTIC VAULTFO MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E PED RAMP RA I S E D CO N C R E T E EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST E E E DS DS DS 900 9 0 0 905 9 0 5 9 1 0 910 915 915 898 899 8 9 9 901 9 0 1 902 9 0 2 903 9 0 3 904 9 0 4 906 9 0 6 907 9 0 7 908 9 0 8 9 0 9 909 9 1 1 911 9 1 2 912 913 913 914 914 9 1 6 916 9 1 7 91 7 9 1 8 91 8 90 0 90 5 910 915 920920 8 9 6 8 9 7 8 9 8 89 9 90 1 90 2 90 3 90 4 906 907 908 909 911 912 913 914 916 91 6 916 91 7 91 7 917 918919 91 9 91 0 9 1 0 915 90 9 909 911 912 913 914 916 917 910 911 920 91 1 91 2 91 3 918 919 915 912 913 914 916 917 918 919 890 891 892893 914 894 894 900 905 910 915 915 898 899 901 902 903 904 906907908909 911912 9 1 3 913 914 914 916 916 910 915 920 906907908909911912913914 91691 7918 919 91 5 91 3 91 4 916 917 911 912 91 5 91 6 91 7 91 5 905 910 906907908 909 911 912 913 91 4 902 903 904 900 905 910 896 897 898 899 901 902 903 904 906 907 908 909 911 912 895 90 0 90 5 91 0 900 905 910 895 900 905 910 910 911 912 911 910 911912913 900 899 901 902 912 912 913 913 9 1 5 912 913 91 4 91 0 911 911 91 5 914 906 9 0 7908 909 910 915 911 912 913 914 916 906 907 908 909 903 906 91 2 913 91 3 9 1 5 91 2 9 1 3 9 1 4 91 6 9 1 7 915 913913 91 3 91 4 91 2 9 1 3 915 913 91 4 90 7 90 8 90 9 91 0 90 6 90 7 90 8 90 9 91 1 91 2910911912913 TW=912.25 BW=911.75 TW=912.32 BW=908.88 TW=913.20 BW=908.20 TW=912.40 BW=907.90 TW=912.50 BW=907.15 TW=912.75 BW=907.25 TW=912.75 BW=908.50 TW=913.17 BW=909.67 TW=913.30 BW=912.80 TW=913.49 BW=912.99 TW=915.59 BW=913.09 TW=917.51 BW=913.51 TW=913.89 BW=913.39 TW=913.03 BW=912.53 TW=913.26 BW=909.26 TW=912.61 BW=908.11 TW=912.49 BW=909.49 TW=912.10 BW=911.10 TW=911.71 BW=911.21 90 5 904 906 90 6 900 899 901 902 905 901902903904 906907908909 90 3 91 0 91 5 90 7 90 8 90 9 91191 2 91 391 4 91 691 7 91 891 9 910908909 911 912 905 903 904 906 906 0 0+00.00 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING 6,200 SF FFE=914.50 S S S ST SF SF RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RSC RS C RSC RSCRSCRSCRSCRSCRSCRSC RSC RS C RSC RSC RS C R S C RSC RSC RSC RSC RSC RSC RS C RSC REDUNDANT SILT FENCE REDUNDANT SILT FENCE REDUNDANT SILT FENCE PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' PROPERTY LINE SILT FENCE POND NORMAL WATER LEVEL ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET EMERGENCY OVERFLOW SOIL BORING LOCATION STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER INLET PROTECTION EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR RETAINING WALL SF CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) EROSION CONTROL LEGEND 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY WITHIN 7 DAYS. PRIOR TO PERMANENT STABILIZATION, DECOMPACTION OF ALL DISTURBED SOILS AND 6 INCHES OF TOPSOIL REQUIRED. A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE. B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACRE C.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PER ACRE. D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE. E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE. F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. 9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 11.ALL PERMANENT PONDS WILL BE USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION. THESE PONDS SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. 14.PUBLIC STREETS USED FOR HAULING SHALL BE SWEPT A MINIMUM OF ONCE PER WEEK, OR AS DIRECTED BY ENGINEER. EROSION CONTROL NOTES STO WAT SAN SB-19SB-19 E.O.F. 982 980 982 980 N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 E C 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE COMMERCIAL EROSION CONTROL PLAN300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 C5011 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 14 8 EE G IR G G G GGGG G G G GGGGG S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO E T S S S S SA N SA N SAN MH RIM=912.17 INV N=901.77 INV E=901.87 INV S=901.87 INV W=901.87 ST O GAS ST O ST O SAN MH RIM=915.03 INV W=904.78 INV SE=904.88 S A N STO STO STO STO SAN MH RIM=913.91 INV N=895.36 INV S=895.36 ST O ST O ST O ST O SAN MH RIM=914.30 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSANSAN WATWATWATWATWAT SAN WAT STOSTOSTOSTOSTOSTOSTO SANSANSAN WATWATWATWATWATWATWAT SAN MH RIM=916.44 STOSTOSTOSTO SAN MH RIM=917.93 STO SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T SAN MH RIM=914.95 INV N=904.55 INV W=904.65 INV S=904.65 SA N SA N SA N SAN SAN MH RIM=915.64 INV N=905.14 INV S=905.24 SAN SAN SA N SA N SA N SA N SAN SAN MH RIM=910.31 INV N=901.26 INV W=901.31 INV S=901.31 SAN MH RIM=909.08 INV N 8" PVC =904± INV S 8" PVC =INACCESSIBLE INV E=882.18 INV NW=INACCESSIBLE SAN SAN SAN SAN SAN SA N SA N SA N SAN MH RIM=914.12 INV S=904.38 INV E=904.38 BLOCK 1 NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. ST O SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T WA T SAN WAT STO (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ WA T WA T WA T WA T WA T WA T WA T WA T (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO F O X X X X X X X X X X X X X X X X X X X POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO ST O WAT GAS GAS GA S G A S GASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S PUGPUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FIBER OPTIC VAULT FIBER OPTIC VAULT FIBER OPTIC VAULT FIBER OPTIC VAULTFO TRANSFORMER MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O ST O ST O ST O ST O PAR K I N G A R E A PA R K I N G A R E A EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E RAMP RA I S E D CO N C R E T E RIM=908.04 IE=890.76 (PER AS-BUILT) RIM=908.22 NO INVERT INFORMATION AVAILABLE RIM=904.22 IE=881.00 (PER AS-BUILT) RIM=900.60 NO INVERT INFORMATION AVAILABLE EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST ST E E E DS DS DS 15.67' PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING FFE=918.00 LFE=906.67 PROPOSED BUILDING 6,200 SF FFE=914.50 S S S ST ST ST MH-3 RE=910.74 IE=899.61 (SW) IE=899.20 (S) IE=899.10 (NE) MH-2 RE=911.12 IE=897.74 (SW) IE=900.35 (S) IE=897.64 (NE) MH-1 RE=906.32 IE=897.45 (SW) IE=889.39 (SE) IE=889.39 (NW) 6" SANITARY STUB-3B IE=901.00 (NE) 6" SANITARY STUB-3A IE=901.00 (N) 6" SANITARY STUB-2A IE=901.00 (N) 133 LF-6" PVC @ 1.04% 262 LF-8" PVC @ 0.52% 172 LF-6" PVC @ 1.04% 62 LF-6" PVC @ 1.04% 37 LF-8" PVC @ 0.52% 6"x 6" TEE HYD. W/AUX. VALVE GRND ELEV=915.8 20 LF - 6" DIP 8"x 6" TEE 8"x 6" TEE HYD. W/AUX. VALVE GRND ELEV=914.3 27 LF - 6" DIP HYD. W/AUX. VALVE GRND ELEV=913.3 15 LF - 6" DIP 8"x 8" TEE 10"x 6" TEE 6"-45° BEND 6"-45° BEND 8"x 6" TEE 12"x 8" TEE 8" GATE VALVE 6"-22.5° BEND 10" GATE VALVE 12"x 10" TEE 8"-45° BEND 8"-45° BEND 8"-45° BEND 8"-45° BEND8"-45° BEND 8"-45° BEND 8"-45° BEND 8"-45° BEND HYD. W/AUX. VALVE GRND ELEV=915.7 28 LF - 6" DIP HYD. W/AUX. VALVE GRND ELEV=915.3 29 LF - 6" DIP HYD. W/AUX. VALVE GRND ELEV=911.1 15 LF - 6" DIP 16 LF-8" PVC C900 10 LF-8" PVC C900 62 LF-6" PVC C900 268 LF-6" PVC C900 25 LF-6" PVC C90070 LF-10" PVC C900 9 LF-10" PVC C900 117 LF-10" PVC C900 190 LF-8" PVC C900 14 LF-8" PVC C900 45 LF-8" PVC C90041 LF-8" PVC C900 101 LF-8" PVC C900 150 LF-8" PVC C90053 LF-8" PVC C90077 LF-8" PVC C900 96 LF-8" PVC C900 35 LF-8" PVC C900 8 LF-8" PVC C900 CONNECT TO EXISTING 12" WATERMAIN (FIELD VERIFY LOCATION, TYPE, AND SIZE) CONNECT TO EXISTING 12" WATERMAIN (FIELD VERIFY LOCATION, TYPE, AND SIZE)77 LF-8" PVC C900 CONSTRUCT NEW OUTSIDE DROP MANHOLE OVER EXISTING 8" SANITARY SEWER (FIELD VERIFY LOCATION, TYPE, SIZE, AND INVERT) 8"x 6" REDUCER 49 LF-6" PVC C900 8" WATERMAIN STUB 2 LF-8" PVC C900 8" GATE VALVE 3 LF-8" PVC C900 10"x 8" TEE 5 LF-10" PVC C900 10"x 8" REDUCER 113 LF-8" PVC C900 PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY. 12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0. 14.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE, PART 604.9. 15.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). 16.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 17.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. SANITARY & WATERMAIN NOTES SANITARY & WATERMAIN LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM S DT N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 U T 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE MULTI-FAMILY SANITARY SEWER & WATERMAIN PLAN300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 C6001 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 14 9 S S STO STO STO SA N SA N SA N SA N SA N SA N SAN SAN SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN ST O ST O ST O ST O ST O ST O PA R K I N G A R E A RIM=908.04 IE=890.76 (PER AS-BUILT) RIM=904.22 IE=881.00 (PER AS-BUILT) INFORMATION AVAILABLE EDGE OF WOODS ST ST S ST ST 6" SANITARY STUB-3B MH-3 MH-2 MH-1 885 890 895 900 905 910 915 920 925 885 890 895 900 905 910 915 920 925 0 1 2 3 4 5 6" SANITARY STUB-3B IE=901.00 (NE) 133 LF-6" PVC @ 1.04% SA N I T A R Y M H - 3 RE = 9 1 0 . 7 4 IE = 8 9 9 . 6 1 ( S W ) IE = 8 9 9 . 2 0 ( S ) IE = 8 9 9 . 1 0 ( N E ) DE P T H = 1 1 . 6 4 262 LF-8" PVC @ 0.52% SA N I T A R Y M H - 2 RE = 9 1 1 . 1 2 IE = 8 9 7 . 7 4 ( S W ) IE = 9 0 0 . 3 5 ( S ) IE = 8 9 7 . 6 4 ( N E ) DE P T H = 1 3 . 4 8 37 LF-8" PVC @ 0.52% SA N I T A R Y M H - 1 RE = 9 0 6 . 3 2 IE = 8 9 7 . 4 5 ( S W ) IE = 8 8 9 . 3 9 ( S E ) IE = 8 8 9 . 3 9 ( N W ) DE P T H = 1 6 . 9 3 30" STM SWR 8" WM FACE OF BUILDING PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' SANITARY & WATERMAIN LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM S DT N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 U T 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE SANITARY SEWER PROFILE 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 C601 SANITARY STUB-3B - SANITARY MH-1 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 15 0 EE G IR G G G GGGG G G G GGGGG S S SS FOFO FO E FO FOFO FO E T S S S S S S SA N ST O ST O ST O SAN MH RIM=915.03 INV W=904.78 INV SE=904.88 S A N STO SA N SA N SA N SA N SA N SA N SAN SAN MH RIM=909.08 INV N 8" PVC =904± INV S 8" PVC =INACCESSIBLE INV E=882.18 INV NW=INACCESSIBLE SAN SAN SAN SAN SAN S A N SA N SA N SAN MH RIM=914.12 INV S=904.38 INV E=904.38 BLOCK 2 BLOCK 1 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T SAN WAT STO SAN SAN SAN SAN WA T WA T WA T WA T WA T WA T W A T (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO FO X X X X X X X X X X X X X XPOH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO ST O WAT GAS GAS GAS GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G FIBER OPTIC VAULT FIBER OPTIC VAULTFO MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 SAN MH RIM=903.65 INV NW=884.65 INV SE=884.55 GA T E PED RAMP RA I S E D CO N C R E T E RIM=908.04 IE=890.76 (PER AS-BUILT) RIM=908.22 NO INVERT INFORMATION AVAILABLE RIM=904.22 IE=881.00 (PER AS-BUILT) RIM=900.60 NO INVERT INFORMATION AVAILABLE RIM=900.60 NO INVERT INFORMATION AVAILABLE EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST E E E DS DS DS PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING 6,200 SF FFE=914.50 S S S ST MH-5 RE=914.69 IE=907.64 (E) IE=907.54 (W) MH-4 RE=914.80 IE=905.67 (E) IE=905.57 (S) MH-30 RE=912.53 IE=906.12 (N) IE=906.02 (E) 8" SANITARY STUB-35 IE=906.45 (S) 8" SANITARY STUB-5A IE=908.63 (W) 95 LF-8" PVC @ 1.04% 180 LF-8" PVC @ 1.04% 66 LF-8" PVC @ 1.04% 145 LF-8" PVC @ 1.04% 32 LF-8" PVC @ 1.04% 6"x 6" TEE 6"-45° BEND 6"-45° BEND 6"-22.5° BEND 6"-22.5° BEND 6"-45° BEND 6" WATERMAIN STUB HYD. W/AUX. VALVE GRND ELEV=914.0 17 LF - 6" DIP 6" GATE VALVE 6" GATE VALVE 6" WATERMAIN STUB 5 LF-6" PVC C900 188 LF-6" PVC C900 39 LF-6" PVC C900 5 LF-6" PVC C900 32 LF-6" PVC C900 27 LF-6" PVC C900 62 LF-6" PVC C900 4 LF-6" PVC C900 67 LF-6" PVC C900 6"-90° BEND 16 LF-6" PVC C900 CONNECT TO EXISTING 8" SANITARY SEWER STUB (FIELD VERIFY LOCATION, TYPE, SIZE, AND INVERT) CONNECT TO EXISTING 6" WATERMAIN STUB (FIELD VERIFY LOCATION, TYPE, AND SIZE) CONNECT TO EXISTING 6" WATERMAIN STUB (FIELD VERIFY LOCATION, TYPE, AND SIZE) HYD. W/AUX. VALVE GRND ELEV=912.8 28 LF - 6" DIP 6"x 6" TEE 64 LF-6" PVC C900 PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY. 12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0. 14.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE, PART 604.9. 15.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). 16.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 17.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. SANITARY & WATERMAIN NOTESSANITARY & WATERMAIN LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM S DT N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 U T 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE COMMERCIAL SANITARY SEWER & WATERMAIN PLAN300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 C6021 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 15 1 EE G IR G G G GGGG G G G GGGGG S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO E T S S S S CBMH RIM=911.91 INV N 24" RCP=903.91 INV W 12" RCP=903.61 INV S 24" RCP=907.01 SA N SA N CBMH RIM=909.83 ST O GAS CBMH RIM=913.52 INV S 12" RCP=908.12 CBMH RIM=912.04 INV S 12" RCP=903.59 INV N 12" RCP=903.69 ST O ST O S A N CBMH RIM=911.82 INV N 24" RCP=908.02 INV E 24" RCP=907.92 INV S 24" RCP=907.87 CBMH RIM=911.83 INV S 24" RCP=908.08 STO STO STO STO CBMH RIM=911.82 INV N 24" RCP=906.92 STMH RIM=912.14 N 36" RCP=893.99 INV S 36" RCP=893.99 INV E 12" RCP=902.59 ST O ST O ST O ST O STMH RIM=913.39 INV N 36" RCP=895.84 INV S 36" RCP=895.84 CBMH RIM=913.75 N 24" RCP=907.60 INV 24" RCP=907.70 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSANSAN WATWATWATWATWAT SAN WAT STOSTOSTOSTOSTOSTOSTO CBMH RIM=913.78 SANSANSAN WATWATWATWATWATWATWAT STOSTOSTOSTO CBMH RIM=916.67 STO CBMH SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T STMH RIM=917.94 INV S 12" RCP=913.64 SA N SA N SA N SAN SAN SAN SA N SA N SA N SA N SAN CBMH RIM=909.94 CBMH RIM=907.98 INV N 12" RCP=904.63 CBMH RIM=907.98 INV W 24" RCP=903.98 INV N 24" RCP=904.08 INV S 12" RCP=904.38 SAN SAN SAN SAN SAN SA N SA N SA N BLOCK 1 NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. ST O SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T WA T SAN WAT STO PID : 0 1 1 1 8 2 2 4 1 0 0 1 0 OW N E R : T G F A M I L Y L T D P A R T N E R S H I P (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ WA T WA T WA T WA T WA T WA T WA T WA T (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO F O X X X X X X X X X X X X X X X X X X X POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO INV=898.96 INV=899.08 INV=899.76 5.5 " M E T A L ST O 48" CONC 48" CONC INV=899.36 INV=905.55 INV=899.61 INV=891.81 WAT GAS GAS GAS G A S GA S GASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S PUG PUGPUG PUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FO MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O ST O ST O ST O ST O PAR K I N G A R E A PA R K I N G A R E A EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E RAMP RA I S E D CO N C R E T E PER PLAN EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST ST E E E DS DS DS 15.67' 0 1 2 3 4 5 6 7 0+00.00 7+ 3 4 . 2 2 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING FFE=918.00 LFE=906.67 PROPOSED BUILDING 6,200 SF FFE=914.50 S S S CBMH-205 RE=914.66 IE=910.12 (SE) IE=910.12 (NW) CBMH-203 RE=908.93 IE=905.12 (S) IE=905.12 (E) STMH-201 RE=911.01 IE=899.78 (W) IE=908.01 (S) IE=899.78 (NE) SUMP=896.78 CBMH-106 RE=914.41 IE=908.39 (W) IE=908.39 (E) CBMH-102 RE=913.66 IE=902.80 (S) IE=905.35 (W) IE=902.80 (N) CBMH-204 RE=913.75 IE=909.75 (SE) IE=909.75 (NE) IE=909.75 (N) CBMH-206 RE=914.66 IE=910.63 (NW) CBMH-107 RE=914.24 IE=908.93 (N) IE=908.93 (E) CBMH-105 RE=913.58 IE=907.85 (W) IE=907.85 (N) IE=907.85 (E) CBMH-104 RE=913.91 IE=907.16 (W) IE=907.16 (N) CBMH-103 RE=915.81 IE=904.06 (S) IE=904.06 (W) IE=904.06 (N) 18" FES-200 6.4 CU YD CLASS III RIPRAP IE=899.50 STMH-101 RE=907.19 IE=901.97 (S) IE=901.97 (N) SUMP=898.97 24" FES-100 9.2 CU YD CLASS III RIPRAP IE=899.50 99 LF-12" STM SWR @ 0.52% 72 LF-12" STM SWR @ 0.52% 101 LF-15" STM SWR @ 4.57% 111 LF-18" STM SWR @ 0.52% 53 LF-18" STM SWR @ 0.52% 104 LF-15" STM SWR @ 0.52% 103 LF-15" STM SWR @ 0.52% 132 LF-18" STM SWR @ 0.52% 105 LF-18" STM SWR @ 2.95% 243 LF-21" STM SWR @ 0.52% 160 LF-24" STM SWR @ 0.52% 41 LF-24" STM SWR @ 6.02% 18" FES-300 IE=899.80 (NE) 13 LF-18" STM SWR @ 7.42% 12" FES-304 IE=899.28 (SW) CO-400 (6" Ø) RE=899.00 IE=898.00 (SW) CO-401 (6" Ø) RE=899.00 IE=898.00 (SW) CO-402 (6" Ø) RE=899.00 IE=898.00 (SW) 73 LF-10" STM SWR @ 1.04% 10" ROOF DRAIN-107A IE=909.69 10" ROOF DRAIN-105A IE=908.62 74 LF-10" STM SWR @ 1.04% 46 LF-12" STM SWR @ 0.54% 10" ROOF DRAIN-209A IE=914.00 CO-209B RE=917.76 IE=913.73 (W)CO-209C RE=915.45 IE=913.78 (E) STMH-209 RE=916.53 IE=913.36 (S) IE=913.36 (W) IE=913.36 (E) IE=913.36 (N) 61 LF-10" STM SWR @ 1.04% 70 LF-12" STM SWR @ 0.52% 41 LF-10" STM SWR @ 2.17% 10" ROOF DRAIN-208A IE=914.00 244 LF-15" STM SWR @ 0.52% STMH-207 RE=915.20 IE=911.73 (SE) IE=911.73 (SW) IE=911.73 (E) IE=911.73 (N) 95 LF-15" STM SWR @ 3.93% 10" ROOF DRAIN-207A IE=914.00 35 LF-10" STM SWR @ 6.54% 82 LF-12" STM SWR @ 0.52% STMH-210 RE=916.08 IE=912.16 (S) IE=912.16 (W) IE=912.16 (E) IE=912.16 (NW) 41 LF-6" HDPE @ 1.04% CO-210C RE=915.32 IE=912.59 (W) 41 LF-6" HDPE @ 1.04% CO-210B RE=917.84 IE=912.59 (E) 61 LF-10" STM SWR @ 3.01% 10" ROOF DRAIN-210A IE=914.00 66 LF-18" STM SWR @ 0.52% STMH-202 RE=911.02 IE=904.54 (W) IE=904.18 (SW) IE=900.12 (E) TRENCH DRAIN-202A RE=906.42 IE=904.33 (SW) IE=904.33 (NE) 28 LF-12" STM SWR @ 0.52% CO-502 RE=899.00 IE=898.00 (E) CO-501 RE=899.00 IE=898.00 (E) CO-500 RE=899.00 IE=898.00 (E) OCS-301 RE=904.30 IE=900.80 (SW) IE=897.50 (S) IE=897.50 (NE) 105 LF-18" STM SWR @ 0.49% STMH-302 RE=906.18 IE=896.98 (SW) IE=892.19 (SE) IE=897.27 (NE) IE=892.19 (NW) 15 LF-12" STM SWR @ 6.79% OCS-303 RE=904.20 IE=897.50 (SW) IE=900.28 (NE) IE=897.50 (E) STMH-208 RE=916.10 IE=913.00 (S) IE=913.10 (E) IE=913.00 (W) 18 LF-12" STM SWR @ 0.52% TRENCH DRAIN-103A RE=906.40 IE=904.31 (W) IE=904.31 (E) 10" ROOF DRAIN-102A IE=905.58 22 LF-10" STM SWR @ 1.04% 10" ROOF DRAIN-203A IE=910.47 69 LF-10" STM SWR @ 1.04% 40 LF-6" HDPE @ 1.04% 35 LF-6" HDPE @ 1.04% ADJUST EXISTING STORM MANHOLE CASTING RIM ELEVATION TO 915.83 ADJUST EXISTING STORM MANHOLE CASTING RIM ELEVATION TO 914.48 ADJUST EXISTING STORM MANHOLE CASTING RIM ELEVATION TO 912.32 49 LF-12" STM SWR @ 0.47% PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 8.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 9.STORM SEWER PIPE: A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76, WITH GASKETS PER ASTM C443. C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING. F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712. 10.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE, PART 604.9. 11.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 12.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. STORM SEWER NOTES STORM SEWER LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM S DT N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 U T 0 2 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE MULTI-FAMILY STORM SEWER PLAN300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 C6031 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 15 2 S ST FO S ST O ST O ST O ST O STOSTOSTOSTO SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N WA T WA T WA T WA T SA N WA T ST O ST O ST O ST O 56 T H A V E N U E N . SAN SAN SAN SAN SAN STO STO STO (6 6 F T . W I D E D E D I C A T E D P U B L I C R I G H T O F W A Y ) GA S GA S GA S GA S STOSTOSTOSTOSTOSTO PA R K I N G A R E A PARKING AREA ED G E O F WO O D S ST ST15 . 6 7 ' 7+34.22 PR O P O S E D B U I L D I N G FF E = 9 1 8 . 0 0 LF E = 9 0 6 . 6 7 S CBMH-103 CBMH-102 STMH-101 FES-100CBMH-104 890 895 900 905 910 915 920 925 930 890 895 900 905 910 915 920 925 930 0 1 2 3 4 5 6 7 105 LF-18" STM SWR @ 2.95% CB M H - 1 0 3 ( 4 8 " Ø) RE = 9 1 5 . 8 1 IE = 1 8 " ( S ) 9 0 4 . 0 6 IE = 1 2 " ( W ) 9 0 4 . 0 6 IE = 2 1 " ( N ) 9 0 4 . 0 6 243 LF-21" STM SWR @ 0.52% CB M H - 1 0 2 ( 4 8 " Ø) RE = 9 1 3 . 6 6 IE = 2 1 " ( S ) 9 0 2 . 8 0 IE = 1 0 " ( W ) 9 0 5 . 3 5 IE = 2 4 " ( N ) 9 0 2 . 8 0 160 LF-24" STM SWR @ 0.52% ST M H - 1 0 1 ( 4 8 " Ø) RE = 9 0 7 . 1 9 IE = 2 4 " ( S ) 9 0 1 . 9 7 IE = 2 4 " ( N ) 9 0 1 . 9 7 SU M P = 8 9 8 . 9 7 41 LF-24" STM SWR @ 6.02% 24" FES-100 IE=899.50 30" STM SWR 8" PVC 8" WM CB M H - 1 0 4 ( 4 8 " Ø) RE = 9 1 3 . 9 1 IE = 1 8 " ( W ) 9 0 7 . 1 6 IE = 1 8 " ( N ) 9 0 7 . 1 6 885 890 895 900 905 910 915 920 925 885 890 895 900 905 910 915 920 925 0 1 2 18" FES-300 IE=899.80 OC S - 3 0 1 ( 4 8 " Ø) RE = 9 0 4 . 3 0 IE = 1 8 " ( S W ) 9 0 0 . 8 0 IE = 6 " ( S ) 8 9 7 . 5 0 IE = 1 8 " ( N E ) 8 9 7 . 5 0 13 LF-18" STM SWR @ 7.42% 105 LF-18" STM SWR @ 0.49% ST M H - 3 0 2 ( 4 8 " Ø) RE = 9 0 6 . 1 8 IE = 1 8 " ( S W ) 8 9 6 . 9 8 IE = 3 0 " ( S E ) 8 9 2 . 1 9 IE = 1 2 " ( N E ) 8 9 7 . 2 7 IE = 3 0 " ( N W ) 8 9 2 . 1 9 OC S - 3 0 3 ( 4 8 " Ø) RE = 9 0 4 . 2 0 IE = 1 2 " ( S W ) 8 9 7 . 5 0 IE = 1 2 " ( N E ) 9 0 0 . 2 8 IE = 6 " ( E ) 8 9 7 . 5 0 49 LF-12" STM SWR @ 0.47% 15 LF-12" STM SWR @ 6.79% 12" FES-304 IE=899.28 8" PVC S S INV S 24" RCP=908.08 STO SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN INV=891.81 ST O ST O ST O ST O ST ST S S FES-300 OCS-301 STMH-302 OCS-303 FES-304 49 LF-12" STM SWR @ 0.47% PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' STORM SEWER LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM S DT N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 U T 0 2 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE STORM SEWER PROFILES 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 C604 CBMH-105 - FES-100 FES-300 - FES-400 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 15 3 EE G IR G G G GGGG G G G GGGGG S S SS FOFO FO E FO FOFO FO E T S S S S S S SA N CBMH RIM=909.83 ST O CBMH RIM=913.52 INV S 12" RCP=908.12 CBMH RIM=912.04 INV S 12" RCP=903.59 INV N 12" RCP=903.69 ST O ST O S A N RIM=911.83 INV S 24" RCP=908.08 STO SA N SA N SA N SA N SA N SA N SAN CBMH RIM=909.94 CBMH RIM=907.98 INV N 12" RCP=904.63 CBMH RIM=907.98 INV W 24" RCP=903.98 INV N 24" RCP=904.08 INV S 12" RCP=904.38 SAN SAN SAN SAN SAN S A N SA N SA N 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T SAN WAT STO SAN SAN SAN SAN PI D 0 1 1 1 8 2 2 4 2 0 0 7 1 OW N E R : V I L L A S A T B A S S C R E E K A S S O C I N C WA T WA T WA T WA T WA T WA T W A T (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) PID 0111822420071 OWNER: VILLAS AT BASS CREEK ASSOC INC BUILDING HEIGHT=14.1 FT. FO FO FO X X X X X X X X X X X X X XPOH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO INV=898.96 INV=899.08 INV=899.76 5.5 " M E T A L ST O 48" CONC 48" CONC INV=899.36 INV=905.55 INV=899.61 INV=891.81 WAT GAS GAS GAS GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G FO MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E PED RAMP RA I S E D CO N C R E T E EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST E E E DS DS DS 0 0+00.00 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING 6,200 SF FFE=914.50 S S S ST CBMH-603 RE=910.97 IE=907.97 (SW) CBMH-602 RE=911.02 IE=907.73 (NE) IE=907.73 (NW) CBMH-601 RE=912.21 IE=906.64 (SE) IE=906.64 (W) SUMP=903.64 15" FES-600 4.8 CU YD CLASS III RIPRAP IE=906.00 46 LF-12" STM SWR @ 0.52% 209 LF-12" STM SWR @ 0.52% 24 LF-15" STM SWR @ 2.70% 12" FES-800 4.4 CU YD CLASS III RIPRAP IE=908.56 17 LF-12" STM SWR @ 0.52% CBMH-801 RE=911.65 IE=908.65 (W) IE=908.65 (E) CBMH-702 RE=911.85 IE=908.85 (W) 126 LF-12" STM SWR @ 0.52% CBMH-701 RE=911.85 IE=908.20 (E) IE=908.20 (NW) SUMP=905.20 CO-814 (6" Ø) RE=907.00 IE=904.00 (N) CO-813 (6" Ø) RE=907.00 IE=904.00 (NE) 12" FES-812 IE=906.00 (SE) OCS-811 RE=908.36 IE=907.13 (NW) IE=904.00 (W) IE=904.00 (SE) 12" FES-810 4.4 CU YD CLASS III RIPRAP IE=894.00 36 LF-6" PERF. PVC @ 0.00% 17 LF-6" PERF. PVC @ 0.00% 7 LF-6" PERF. PVC @ 0.00% 18 LF-6" PERF. PVC @ 0.00% 74 LF-12" STM SWR @ 13.56% 36 LF-6" PERF. PVC @ 0.00% 31 LF-6" PERF. PVC @ 0.00% 82 LF-15" STM SWR @ 0.52% 15" FES-700 4.8 CU YD CLASS III RIPRAP IE=907.78 CO-713 (6" Ø) RE=908.00 IE=905.00 (S) CO-714 (6" Ø) RE=908.00 IE=905.00 (S) 12 LF-6" PERF. PVC @ 0.00% 20 LF-6" PERF. PVC @ 0.00% 12" FES-712 IE=907.58 (SW)OCS-711 RE=910.30 IE=908.58 (NE) IE=905.00 (NE) IE=905.00 (S) 185 LF-12" STM SWR @ 5.41% 12" FES-710 4.4 CU YD CLASS III RIPRAP IE=895.00 CO-613 (6" Ø) RE=904.41 IE=901.00 (W) CO-614 (6" Ø) RE=904.56 IE=901.00 (W) 106 LF-6" PERF. PVC @ 0.00% 118 LF-6" PERF. P V C @ 0 . 0 0 % 14 LF-6" PERF. PVC @ 0.00% 10 LF-6" PERF. PVC @ 0.00% 12" FES-612 IE=903.00 (W) OCS-611 RE=905.90 IE=904.00 (E) IE=901.00 (NE) IE=901.00 (S) 47 LF-12" STM SWR @ 2.11% 12" FES-610 4.4 CU YD CLASS III RIPRAP IE=900.00 9 LF-12" STM SWR @ 11.49% CBMH-802 RE=912.65 IE=909.65 (E) 9 LF-12" STM SWR @ 11.04% 49 LF-12" STM SWR @ 0.47% PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 8.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 9.STORM SEWER PIPE: A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76, WITH GASKETS PER ASTM C443. C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING. F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712. 10.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE, PART 604.9. 11.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 12.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. STORM SEWER NOTESSTORM SEWER LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM S DT N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 U T 0 2 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE COMMERCIAL STORM SEWER PLAN300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 C6051 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 15 4 S S BL O C K 2 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N PO H PO H PO H PO H PO H PO H PO H PO H GA S PU G PU G PU G PU G PU G PU G PR O P O S E D BU I L D I N G 4, 0 0 0 S F FF E = 9 1 4 . 0 0 FES-612 OCS-611 FES-610 885 890 895 900 905 910 915 920 925 885 890 895 900 905 910 915 920 925 0 1 1 47 LF-12" STM SWR @ 2.11% 12" FES-610 IE=900.00 9 LF-12" STM SWR @ 11.49% OC S - 6 1 1 ( 4 8 " Ø) RE = 9 0 5 . 9 0 IE = 1 2 " ( E ) 9 0 4 . 0 0 IE = 6 " ( N E ) 9 0 1 . 0 0 IE = 1 2 " ( S ) 9 0 1 . 0 0 12" FES-612 IE=903.00 885 890 895 900 905 910 915 920 925 885 890 895 900 905 910 915 920 925 0 1 2 3 12" FES-712 IE=907.58 9 LF-12" STM SWR @ 11.04% OC S - 7 1 1 ( 4 8 " Ø) RE = 9 1 0 . 3 0 IE = 1 2 " ( N E ) 9 0 8 . 5 8 IE = 6 " ( N E ) 9 0 5 . 0 0 IE = 1 2 " ( S ) 9 0 5 . 0 0 185 LF-12" STM SWR @ 5.41%12" FES-710 IE=895.00 S S SA N SAN SAN SAN SAN SAN SAN SANXXXXX X POH POH POHPOHPOHPOH ST O INV=905.55 S FES-812 OCS-811 FES-810 49 LF-12" STM SWR 885 890 895 900 905 910 915 920 925 885 890 895 900 905 910 915 920 925 0 1 1 12" FES-812 IE=906.00 7 LF-12" STM SWR @ 15.95% OC S - 8 1 1 ( 4 8 " Ø) RE = 9 0 8 . 3 6 IE = 1 2 " ( N W ) 9 0 7 . 1 3 IE = 6 " ( W ) 9 0 4 . 0 0 IE = 1 2 " ( S E ) 9 0 4 . 0 0 74 LF-12" STM SWR @ 13.56%12" FES-810 IE=894.00 EEGIR G G GG G G G G G G GG G G G S S S FOFO FO S STO STO STO SAN SANSANSANSAN SA N SA N SA N SA N SA N SAN SAN SAN BL O C K 1 SA N S A N S A N SA N WAT WAT WAT SA N WATWATWATWAT WAT BU I L D I N G HE I G H T = 1 4 . 1 F T . ST O ST O ST O ST O WA T GAS GAS PUG PUG PUG PUG PUG PUG PUG CA N O P Y P I L L A R (T Y P I C A L ) EXISTING BUILDING 3019 SQ. FT. FFE=915.65 GATE ED G E O F WO O D S DSDSDS PR O P O S E D BU I L D I N G 6, 2 0 0 S F FF E = 9 1 4 . 5 0 S FES-710 OCS-711 FES-712 PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' STORM SEWER LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM S DT N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 U T 0 2 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE STORM SEWER PROFILES 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 C606 FES-612 - FES-610 FES-712 - FES-710 FES-812 - FES-810 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 15 5 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com INTEGRAL CURB AND WALK SI05 NOTES: 1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT. 2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI. LAST REVISED: 08/15/17 LENGTH & LOCATION NOTED ON PLANS #4 x 3'-0" @ 3'-0" OC FOR WALK #4 x 3'-0" @ 1'-6" OC FOR ENTRANCE AREA 3" R 6" TACK COAT 3" #4 REBAR6"6" 6" 2 1 / 2 " MATCH ARCHITECTURAL PLAN ON WIRE & REBAR IN STOOP AREA 6x6 - 6/6 WELDED WIRE FABRIC 4" GRANULAR PER ARCHITECTURAL PLANS CURB TO EXTEND TO BOTTOM OF AGGREGATE BASE 5" CONCRETE WALK MA T C H L I N E AGG. BASE BIT. PAVEMENT 1 3xxxxxxx 2" PRIVATE CONCRETE SIDEWALK SI08 NOTES: 1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT. 2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI. LAST REVISED: 08/15/17 FINISH GRADE SEE PLAN 4" CONCRETE WALK WITH CONTRACTION JOINTS EVERY 5' AND EXPANSION JOINTS EVERY 100' OR AT 90° INTERSECTIONS 2% CROSS SLOPE 6" MIN.4" MNDOT SPEC 3138 CLASS 5 AGGREGATE BASE PARALLEL RAMP SECTION A-A PRIVATE PARALLEL PEDESTRIAN CURB RAMP A A NOTES: 1.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. 2.RAMP SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH. 3.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. ISOMETRIC PLAN FRONT FACE OF CURBINTEGRAL CURB WITH ROUNDED EDGES TO HOLD ADJACENT GRADE, AS REQUIRED LANDING 2% MAX. CROSS SLOPE, BOTH DIRECTIONS INTEGRAL CURB TO HOLD ADJACENT GROUND, AS REQUIREDSIDEWALK WIDTH PAVEMENT 5% APPROACH SLOPE MAX. LANDING CONCRETE WALK CONCRETE SURFACE ROUND ALL SLOPED INTERSECTIONS INTEGRAL CURB TO HOLD ADJACENT GROUND, AS REQUIRED RAMP 6' TYP. 7' MAX. LANDING 4' MIN. RAMP 6' TYP. 7' MAX 4' MIN. O R PER PLA N RAMP 8 . 3 3 % S L O P E MAX. OR P E R P L A N RAMP 8 . 3 3 % S L O P E MAX. O R P E R P L A N PROVIDE A FLAT 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAX. CROSS SLOPE ELEVATION 3 LAST REVISED: 08/15/17 SI10B 7' MAX. 7' MAX . PROVIDE A FLAT 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAX. CROSS SLOPE HANDICAP SYMBOL LAST REVISED: 08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPING SI15 HANDICAP SIGN NO PARKING NOTE: BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL HANDICAP PARKING NOTE: STRIPING TO MATCH PARKING, UNLESS PER LOCAL CODE NOTE: SEE PLAN FOR PARKING LAYOUT NO PARKING PARKING VEHICLE IDREQUIRED UP TO $200 FINE FOR VIOLATION VAN ACCESSIBLE NO PARKING ACCESS AISLE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE. HANDICAP PARKING SIGNS, 12"X18", OR PER LOCAL CODE HANDICAP SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE PE R C I T Y CO D E HANDICAP VAN ACCESSIBLE PARKING SIGN, 12"X16", OR PER LOCAL CODE, AS APPLICABLE FACE OF CURB SIDEWALK HANDICAP SIGN CENTERED AT HEAD OF SPACE, 2' MIN. AND 8' MAX. FROM FACE OF CURB 2" - 0 " 2" - 0 " 10" DIAMETER CENTER SYMBOL IN PARKING STALL, ALL LINES TO BE 5" WIDE 2" - 0 " NO PARKING 4" WIDE PAINTED STRIPING AT 45 DEGREES AND AT 2' O.C. AT ACCESS AISLE 8' MIN. 8' MIN. 8' MIN. 5° 67. 5 ° LAST REVISED: 08/15/17BOLLARD SI18 NOTES: 1.4" DIAMETER STD. STL. PIPE CONCRETE FILLED @ DRIVE-THRU ONLY, 6" @ ALL OTHER LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. PAINT EXPOSED PIPE YELLOW, SECURITY BOLLARDS TO RECEIVE POLYETHYLENE COVER. 2.24" DIAMETER CONCRETE FOUNDATION. USE SONOTUBE FORM. 3.3/8" DIAMETER WELDED HOOPS. 18" DIAMETER TOP, BOTTOM AND CENTER. 4.SOLID UNDISTURBED SOIL. 5.PROVIDE PITCH, SMOOTH CONCRETE FINISH. 4'- 0 " 3' - 0 " A T D R I V E U P 4' - 0 " 3" 1 5 5 TOP OF PAVEMENT 2 3 4 SI19 PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. LAST REVISED: 08/15/17PAVEMENT SECTIONS 2" MnDOT TYPE SPWEA340E WEARING COURSE 2-1/2" MnDOT TYPE SPNWB330E BASE COURSE 8" MnDOT SPEC. 3138 CLASS 5 BITUMINOUS PAVEMENT (HEAVY DUTY) BITUMINOUS PAVEMENT (STANDARD DUTY) COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR) MNDOT SPEC. 2357 BITUMINOUS TACK COAT 1-1/2" MnDOT TYPE SPWEA340E WEARING COURSE 2" MnDOT TYPE SPNWB330E BASE COURSE 6" MnDOT SPEC. 3138 CLASS 5 COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR) MNDOT SPEC. 2357 BITUMINOUS TACK COAT A A LAST REVISED: 08/15/17BEAVERTAIL CURB SI31 PERSPECTIVE SECTION A-A NO SCALE NO SCALE B6 STYLE CURB SEE DETAIL SI01 BEAVERTAIL 3' 3'-0" 7'-0" 3'-0" SIGN INSTALLED IN LANDSCAPE AREA HANDICAP STALL PARKING SIGN INSTALLED IN PARKING LOT NOTE: 1.SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER. 2.PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACE AT THE HEAD OF THE STALL. 12" LAST REVISED: 06/15/19SIGN POST INSTALLATION SI14 CONCRETE CURB & GUTTER CAP REQUIRED 2" GALVANIZED STEEL PIPE, ROUND, SET IN CONCRETE MOWING EDGE PAVEMENT 6" STEEL CASING CONCRETE FOOTING 2'-0" MIN. 10" BOTTOM OF THE LOWEST SIGN TO BE MOUNTED 60"-66" FROM PARKING GRADE 2'-0" MIN. 3'-6" MIN. FROST DEPTH IF GREATER LAST REVISED: 11/29/18FLUSH CURB AND GUTTER SI02-D 12"8" 20" SLOPE GUTTER TO MATCH (3/4" PER FT. TYP) TIP GUTTER OUT AS REQUIRED 3" RADIUS 1/2" RADIUS 7" 1/4" BACK 8.5" 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 1-22 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 1-22 REVISED 1-22 N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 D T 0 1 . D W G C900 PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE SITE DETAILS 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT PERMIT PLANS © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . WESTWOOD PROJECT NUMBER: 0029612.00 STANDARD DETAILS CITY OF PLYMOUTH INDUSTRIAL / COMMERCIAL DRIVEWAY 3 0 ' R ( T Y P . ) B61 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 1-22 REVISED 3-13 #4 EPOXY COATED REINFORCING RODS PLACED 10" 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 10" ON CENTER (TYPICAL) SEE PLATES NO. STRT-3 TO 8 FOR PED. CURB RAMPS IF SIDEWALK OR TRAIL IS EXISTING OR TO BE INSTALLED. STANDARD DETAILS CITY OF PLYMOUTH FIRE APPARATUS ACCESS ROAD (FIRE LANES) DE T A I L C 20 ' BI T U M I N O U S W E A R C O U R S E BI T U M I N O U S B I N D E R & B A S E AG G R E G A T E B A S E AG G R E G A T E S U B A S E SE L E C T G R A N U L A R M A T E R I A L CL . 3 , C L . 4 ( 3 1 3 8 ) CL . 5 ( 3 1 3 8 ) 23 6 0 23 6 0 0.7 5 0.5 0 1.0 0 2.2 5 2.2 5 FA C T O R S G.E . SP E C I F I C A T I O N S MA T E R I A L GR A N U L A R E Q U I V A L E N T ( M N / D O T S P E C I F I E D ) 10 ' 2.5 ' ( T Y P . ) 25 ' 3: 1 3:1 TY P I C A L S L O P I N G 3% S L O P E 3% S L O P E 31 4 9 3% S L O P E NO T E : D E M O N S T R A T E TU R N R A D I U S F R O M A L L DI R E C T I O N S B A S E D UP O N P F D F I R E AP P A R A T U S D E S I G N SP E C S . I S M E T . SU B M I T T O F I R E IN S P E C T O R F O R AP P R O V A L . 8" A G G . B A S E C L A S S 5 MN / D O T S P E C . 3 1 3 8 A 2 (1 0 0 % C R U S H E D ) PUBLISHED CITY PL. NO. STRT-17 1-22 REVISED 1-20 6" MAX. 8" A NOTES: 1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS. 2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING. 3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE. 4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. 5.RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH. 6.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI. A LAST REVISED: 08/15/17PRIVATE PEDESTRIAN CURB RAMP SI09 2 PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP SECTION A-A ELEVATION OF RAMP 3 2 3 3 3 FACE OF CURB 5 BACK OF CURB 5 FACE OF CURB CURB FACE OR GUTTER 5% APPROACH SLOPE MAX 1/2" PREFORMED JOINT FILLER MATERIAL RAMP 8.33% MAX. SLOPE ROUND ALL SLOPED INTERSECTIONSSIDE FLARE 10% MAX. SLOPE CONCRETE WALK 8" 5'- 4 " MI N . 5' MIN . 4' MIN. OR PER PLAN 5' MIN. 5' - 4 " MI N . 5' MIN.5' MIN.4' MIN. OR PER PLAN RAMP 5'-4" MIN. LANDING 4' MIN. SIDE FLARE 5' MIN. RAMP 4' MIN. SIDE FLARE 5' MIN. A A1 1 4 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 15 6 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com FILTER CLOTH 4' ABOVE SOURCE OF WATER MI N . 4 " O V E R L A P LAST REVISED: 04/20/21 GD21 BERM WATER TAB L E 15 4" 20 6" 25 6" 30 8" 35 8" 45 10" NOTES: 1.MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. 2.SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS. 3.MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. 4.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. 5.DO NOT STRETCH. SLOPE RATIO 2:1 (H:V)> 2:1 - 1:1 STAPLES/YARD 1.2 STAPLES 1.7 STAPLES SPACING FOR STAPLESSTAPLE LENGTH CATEGORY OF BLANKET TYPICAL SLOPE SOIL STABILIZATION ISOMETRIC VIEW TAMP DIRT OVER MAT/ BLANKET VA R I E S NON-WOVEN GEOTEXTILE FILTER FABRIC UNDER TYPICAL TREATMENT GENERAL STAPLE PATTERN VA R I E S 4' VARIES 12 " TEMPORARY EROSION BLANKETS TURF REINFORCEMENT MATS FOR SLOPES WET SLOPE LINING VA R I E S LAST REVISED: 04/20/21REDUNDANT SEDIMENT CONTROL OPTION 1 GD43 GROUND SLOPE SEE DETAIL/SWPPP FOR BIOROLL & SILT FENCE INFORMATION NOTES: 1.SEE PLAN FOR DISTURBANCE LIMITS AND LOCATIONS OF SECONDARY CONTROLS. 2.TO BE UTILIZED WHEN DISTURBANCE WILL BE WITHIN 50' OF WETLAND/STREAM/DITCH DELINEATIONS. 3.SEDIMENT CONTROLS TO BE AT EDGE OF DISTURBANCE, KEEPING AS MUCH BUFFER AS POSSIBLE BETWEEN DISTURBANCE AND WETLAND/STREAM/DITCH GROUND DISTURBANCE: ROAD, PARKING LOT, UTILITIES, ETC. WETLAND/STREAM/DITCH SILT FENCE BIOROLL PROFILE VIEW 5' LAST REVISED: 08/15/17 POND BENCH GD06 3:1 4:1 OUTLET ELEVATION=XXX.XX 2' CLAY LINER BENEATH OUTLET ELEVATION 10' 10:1 12 ' M I N . 15' MIN. VARIES LAST REVISED: 08/15/17CONCRETE WASHOUT AREA GD08 A A NOTES: 1.CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. 2.IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER. 3.WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. ROAD ACCESS EARTH BERM MULCH & SEED SILT FENCE CONCRETE WASHOUT SIGN IMPERMEABLE LINER SILT FENCE 1.5' MIN. SECTION A-A LAST REVISED: 08/15/17 GD09 2 MAXIMUM 1 SL O P E NOTES: 1.GROOVES WILL CATCH SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE RUNOFF RATE. 2.USE SLOPE TRACKING FOR SLOPES 4:1 AND 50 FEET LONG OR STEEPER/LONGER. 3.USE TEMPORARY CONTOUR FURROWS FOR SLOPES 3:1 AND 75 FEET LONG OR STEEPER/LONGER. 25' 6" MIN. TEMPORARY CONTOUR FURROWS SURFACE ROUGHENING FOR ALL SLOPES GREATER THAN 4:1 SLOPE TRACKING NOTE: SEE STORM WATER POLLUTION PREVENTION PLAN FOR EROSION CONTROL SCHEDULE LAST REVISED: 08/15/17EROSION CONTROL AT FLARED END SECTIONS GD27 REMOVE SILT FENCE TO THE EDGES OF RIP-RAP INSTALL NEW SILT FENCE PLACE RIP-RAP ON ALL DISTURBED SOILS PER MNDOT STANDARDS PLATE NO. 3133C WOOD FIBER BLANKET ALL DISTURBED AREAS ACCORDING TO EROSION BLANKET DETAIL DOWNSTREAM OUTLET UPSTREAM OUTLET GD31 NOTES: 1.INFRASAFE 2'x3' DEBRIS COLLECTION DEVICE OR ENGINEER APPROVED EQUAL. 2.PLACE 400-MICRON BAG IN EACH BASKET PER MANUFACTURER'S SPECIFICATIONS. 3.PLACE GRATE OVER COLLECTION DEVICE. 4.CLEAN AND MAINTAIN BASKETS WHEN SEDIMENT IS MAXIMUM 3-INCHES FROM TOP OF BASKETS. 5.CLEANING AND MAINTENANCE SHALL BE CONSIDERED INCIDENTAL. LAST REVISED: 08/15/17MANUFACTURED 2'x3' INLET PROTECTION CASTING CASTING CASTING N.T.S. LAST REVISED: 08/15/17RIPRAP OVERFLOW NOTES: 1.INSTALL RIPRAP PER MNDOT SPEC 3601 2.RIPRAP SHALL BE CLASS III PER MNDOT SPEC 3601 GD33 POND/BASIN PLAN 6" 18 " 1' POND/BASIN CONTOURS INSTALL RIP-RAP DOWN TO THE EXISTING GROUND TIE-IN FILTER FABRIC RIPRAP TOP OF POND/BASIN 4:1 4:1 POND/BASIN EXISTING GROUND 6" 5' FILTER FABRIC PROFILE VIEW SIDE VIEW 18 " 12 " 10' RIPRAP 10' 42 " NOTES: 1.PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY. 3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES. LAST REVISED: 08/15/17TREE PROTECTION GD36 DRIPLINE ORANGE CONSTRUCTION FENCE STAKED EVERY 6' "T" POST OR EQUAL 6' METAL FENCE POST. STAKE EVERY 6' MAX. ORANGE MESH CONSTRUCTION FENCE LOCATION AS SHOWN ON PLAN. MAINTAIN MAXIMUM DISTANCE FROM TRUNK POSSIBLE. 6' MA X PLAN ELEVATION LAST REVISED: 04/20/21REDUNDANT SEDIMENT CONTROL OPTION 2 GD44 SEE DETAIL/SWPPP FOR TOP SOIL BERM & SILT FENCE INFORMATION GROUND SLOPE NOTES: 1.SEE PLAN FOR DISTURBANCE LIMITS AND LOCATIONS OF SECONDARY CONTROLS. 2.TO BE UTILIZED WHEN DISTURBANCE WILL BE WITHIN 50' OF WETLAND/STREAM/DITCH DELINEATIONS. 3.SEDIMENT CONTROLS TO BE AT EDGE OF DISTURBANCE, KEEPING AS MUCH BUFFER AS POSSIBLE BETWEEN DISTURBANCE AND WETLAND/STREAM/DITCH 3' MIN. 1' M I N . GROUND DISTURBANCE: ROAD, PARKING LOT, UTILITIES, ETC. WETLAND/STREAM/DITCH SILT FENCE TOP SOIL BERM PROFILE VIEW 5' PE R PL A N 3:1 TYPICAL INFILTRATION BASIN NOTES: 1.FINAL GRADE AND MULCHING SHALL BE DONE BY HAND. 2.NO EQUIPMENT WILL BE ALLOWED ON THE RAIN GARDEN AFTER EXCAVATION BEGINS. 3.PERIMETER EROSION CONTROL SHALL BE INSTALLED AND REMAIN IN PLACE UNTIL TURF IS ESTABLISHED AROUND RAIN GARDEN. 4.OWNER IS RESPONSIBLE FOR NOTIFYING ENGINEER FOR INSPECTION OF RAIN GARDEN FOR ·FINALIZING RAIN GARDEN SIZE AND LOCATION. ·OBSERVATION OF EXCAVATION AND SCARIFYING OF SUBSOIL. ·APPROVAL TO BACKFILL WITH SCARIFIED IN-SITU SOIL. ·FINAL INSPECTION 5.GARDEN SIZE SHALL BE IN ACCORDANCE WITH THE MINIMUM GARDEN BOTTOM SIZE CALCULATED OR 12 SQUARE FEET, WHICHEVER IS GREATER. 6.OWNER SHALL MAINTAIN PER SMFMA AND REPORT O & M ACTIVITY ANNUALLY TO CITY ENGINEER. 7.CONTRACTOR SHALL HAVE GEOTECHNICAL ENGINEER TEST COMPACTION OF INFILTRATION BASIN TO VERIFY INFILTRATION WILL OCCUR AT ENGINEERED DESIGN RATES. FINISH GRADE 3:1 LAST REVISED: 08/15/17 N.T.S. FINISH GRADE GD38 VARIES, SEE GRADING 5' CLEANOUT 4" PERFORATED HDPE DRAINTILE, WITH CIRCULAR KNIT FILTER SOCK AS RECOMMENDED BY THE ENGINEER 4" DEPTH 1 1/2" - 3" WASHED RIVER ROCK CONTRACTOR TO SCARIFY TOP 18" OF IN-SITU SOILS PRIOR TO PLACING WASHED RIVER ROCK SCREEN CAP ENKAMAT BASIN OVERFLOW BASIN OVERFLOW TOP OF BERM PVC KNIFE VALVE & BOX INFILTRATION BASIN SEED MNDOT 33-262 DRY SWALE/POND MIX SECTION 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 1-22 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 1-22 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 1-22 REVISED 1-21 W E T L A N D B U F F E R O:\City Council\Policies and Guidelines\Guidelines-Specs\Plymouth's Specs\2019 Engineering Guideline Revisions\Details\PDF Images\Wetland buffer8957.png STREAM BUFFER SIGN S T R E A M B U F F E R PER CITY CODE 21670.07 N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 D T 0 1 . D W G C901 01/12/23 BCW BCW JN GRADING & EROSION CONTROL DETAILS 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT PERMIT PLANS © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 15 7 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com LAST REVISED: 08/08/17 WM04WATERMAIN BLOCKING UNDISTURBED SOIL U N D I S T U R B E D S O I L DIA.A B 6" 8" 10" 12"3'-0" 2'-0" 1'-3" 1'-1"2'-0" 3'-0" 3'-0" 3'-0" DIMENSIONS A & B VARY ACCORDING TO PIPE SIZE AND TEST PRESSURE NOTES: 1.GATE VALVE CLOCKWISE OPENING ON SPWU SYSTEM OPENING 2.COUNTERCLOCKWISE OPENING ON NORTH ST. PAUL SYSTEM VALVES CONFORMING TO AWWA C-509 3.12" WATERMAIN AND LARGER REQUIRE BUTTERFLY VALVES 12" MIN . A A TIMBER BLOCKING AS PER SPECS. PLUG CONCRETE BLOCKING A 12 " MI N . TALE FOR 150 P.S.I. TEST PRESSURE 12" MIN. B 1'-2' 4" LAST REVISED: 08/08/17 WM06 WATERMAIN INSULATION SEWER WATER MINIMUM 2 INSULATION LAYERS WITH JOINTS STAGGERED 6" COMPACTED GRANULAR FILL WATERMAIN W.M. COVER WIDTH (W) 4.0'-4.9'8' 5.0'-5.9'6' 6.0'-7.0'4' 7.0' + 0' NOTES: 1.INSULATION SHALL BE EXTRUDED POLYSTYRENE (XEPS) INSULATION BOARD, "CERTIFOAM SE" OR "STYROFOAM SM" OR EQUIVALENT. 2.INSULATION SHALL BE PLACED ON A SMOOTH, LEVEL FOUNDATION WHICH HAS BEEN FIRMLY COMPACTED. 3.SEPARATE LAYERS OF INSULATION USED TO MAKE UP THE 4" THICKNESS SHALL HAVE STAGGERED JOINTS TO ENSURE THE CONTINUITY OF THE INSULATION. 4.ALL WATERMAIN/ STORM SEWER CROSSINGS WITH LESS THAN 36" CLEARANCE SHALL BE INSULATED. 5.SANITARY SEWER INSULATION SIMILAR MINIMUM 1 1/2" THICK INSULATION LAYERS WITH JOINTS STAGGERED AND EXTENDING 4' EACH WAY FROM WATERMAIN C/L MECHANICAL COMPACTED BACKFILL 6" W/2 W/2 18 " MI N . INSULATION FOR SHALLOW WATER MAIN INSULATION AT PIPE CROSSING 4" VARIES 2' LAST REVISED: 08/08/17 WM10 DOMESTIC WATER & FIRE SERVICE BU I L D I N G W A L L X" D.I.P. X" DOMESTIC SERVICE X" CORP. STOP w/ SADDLE X" GATE VALVE X" CURB STOP PLUG PLUG MECHANICAL ROOM FINISHED FLOOR D.I . P . W . M . GRADE PROVIDE FROST COVER LAST REVISED: 08/08/17COMMERCIAL WATER SERVICE DETAIL WM13 BUILDING FOOTING APPROVED SLEEVE THROUGH WALL/FOOTING PVC WATERMAIN STD. 8 HOLE FLANGE & BLIND FLANGE (2) 3/4" DIA. THREADED STAINLESS STEEL RODS MJ D.I.P. BEND WITH STD. GLANDS & SS BOLTS AND ANTI-SEIZE COMPOUND MEGALUG 1' - 0 " THRUST BLOCK EX T E R I O R W A L L LAST REVISED: 08/08/17WATERMAIN DETAIL AND TIE SCHEDULE TABLE WM14 THRUST RESTRAINT ALL WATER MAIN, VALVES, SERVICES, FITTINGS, STUBS, EXTENSIONS, BLIND FLANGES, HYDRANT, AND PLUGS USED FOR RETAINING WATER PRESSURE MUST BE TIED WITH "MEGALUG" JOINT RESTRAINTS OR EXCEPTED EQUAL. BASED UPON A 150 PSI TEST PRESSURE AND 8' COVER, THE FOLLOWING SHOWS THE MINIMUM LENGTH OF PIPE EACH WAY OF A FITTING TO BE RESTRAINED. JOINT RESTRAINTS TO BE EPOXY COATED AS REQUIRED ON WATER MAIN FITTINGS. 6"23 LF 7 LF 0 LF 8"30 LF 10 LF 2 LF 10"38 LF 12 LF 3 LF 12"50 LF 14 LF 3 LF PIPE DIAMETER DEAD END TREE BRANCH OR 90° BEND 45° BEND 22-1/2° BEND NOTES: 1.WHERE RESTRAINED JOINTS ARE REQUIRED AND THE PIPE IS IN A CASING NEAR THE FITTING TO BE RESTRAINED, THE LENGTH OF PIPE IN THE CASING SHALL NOT BE INCLUDED IN THE LENGTH OF PIPE NECESSARY TO DEVELOP SUFFICIENT SOIL FRICTION TO OVERCOME THRUST. 2.ALL BARE METALS SHALL HAVE TWO COATS OF BITUMASTIC OR ACCEPTED EQUAL. (AEROSOL SPRAY IS NOT ACCEPTABLE) 3.ALL BOLTS BELOW GRADE SHALL BE 304 STAINLESS STEEL. 4.ALL JOINT TIE RODS SHALL BE 304 STAINLESS STEEL. VA R I E S LAST REVISED: 08/15/17SANITARY SEWER SERVICE CLEANOUT SS06 FINISHED GRADE NOTES: 1.ADJUST TO FINISHED GRADE PRIOR TO PAVING 2.CLEANOUT SHALL BE 4" DIAMETER ON 4" AND LARGER DIAMETER SERVICES UNLESS OTHERWISE STATED ON PLANS. INSTALL METER BOX AND COVER NO. H-10817 OR APPROVED EQUAL OVER ALL P.V.C. CLEANOUTS CAP, C.I.S.P. w/BRASS PLUG P.V.C.P.V.C. P.V.C. SERVICE WYE 1/8 BEND P.V.C. LONG SWEEP BOX CONCRETE - MIN. 600# INLINE END OF LINE MANHOLE CASTING ADJUSTMENT RING NOTES: 1.THE HEIGHT OF THE DUCTILE IRON ADJUSTMENT RING IS DETERMINED BY THE THICKNESS OF THE OVERLAY. 2.DUCTILE IRON ADJUSTMENT RING AS MANUFACTURED BY ESS BROTHERS AND SONS INC. OR ENGINEER APPROVED EQUAL. LAST REVISED: 08/15/17 SS07 EBS SUPER GLUE ADHESIVE OR APPROVED EQUIVALENT (1/4" BEAD, 360DEGREES) CASTING RING BASE COURSE WEAR COURSE CASTING RING BASE COURSE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATION BITUMINOUS BASE COURSE ADJUSTMENT DETAIL BITUMINOUS BASE COURSE ADJUSTMENT DETAIL 0.25" 0.5" LAST REVISED: 08/15/17PIPE TO EXISTING MANHOLE CONNECTION SS12 "PSX" SNAP-IN-SLEEVE 2 - S.S. TAKE-UP CLAMPS GASKET SANP-IN POWER SLEEVE EXISTING MANHOLE 2" MIN. CLEAN SURFACE GROUT INVERT CORE DRILL HOLE OR ACCEPTED EQUAL STANDARD DETAILS CITY OF PLYMOUTH STANDARD SANITARY SEWER MANHOLE STEPS 16" O.C. ON DOWNSTREAM SIDE FLOW 4' 1' - 0 " AS N E E D E D 48" 27" 7" SECTION A-A SECTION B-B SLOPE 2"/FOOT WHERE WATER MAY STAND, TOP OF MH SHALL BE 2 FEET ABOVE GROUND, AND/OR 2 FEET ABOVE THE 100 YEAR STORM WATER LEVEL. ON MANHOLES 8' DEEP AND GREATER A 1' OR 1.5' PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW CONE SECTION. ALL JOINTS BETWEEN SECTIONS SHALL HAVE RUBBER GASKETS. 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. 1. 2. 3. 4. NOTES: 20" TO SPRING LINE (MAX.) A A BB 6" INFI-SHIELD EXTERNAL GATOR WRAP OR APPROVED EQUAL TYPICAL ALL BARREL JOINTS INSTALL POLYMER I/I BARRIER BY STRIKE PRODUCTS OR ESS BROTHERS FOR ALL NEW & EXISTING STRUCTURES. ADAPTOR INC'S INTERNAL/EXTERNAL ADAPTOR SEAL OR IT'S E3 CHIMNEY SEAL PRODUCTS OR APPROVED EQUAL MAY BE USED WHEN RECONSTRUCTING EXISTING MANHOLES (WITH ENGINEERS APPROVAL). VARIABLE THICKNESS HDPE ADJUSTING RINGS AS REQUIRED. MIN. OF 4" ADJUSTMENT AND MAX. OF 12" ADJUSTMENT. USE LARGER ADJUSTMENT RINGS TO MINIMIZE THE NUMBER OF JOINTS. INCLUDE MIN. 1-2" RING IMMEDIATELY UNDER THE CASTING. USE TAPERED RINGS TO MATCH CASTING TO STREET GRADE. APPLY BUTYL SEALANT BETWEEN ALL THE JOINTS. ADJUST CASTING TO 14" - 12" BELOW FINISHED GRADE, TYPICAL FOR ALL CASTINGS IN PAVEMENT NOTE: EVERY PIPE PENETRATION THROUGH THE MANHOLE WALL SHALL HAVE A RUBBER BOOT WITH STAINLESS STEEL CLAMP TO SEAL THE PIPE PENETRATION FROM INFILTRATION OF GROUND WATER. ANY FIELD ADDED OPENING FOR PIPE SHALL BE CORE DRILLED. OF F R O A D M A R K E R M H INSTALL MARKER WHEN M.H. IS PLACED OUTSIDE OF THE ROADWAY, FACE TOWARDS ROAD (INCIDENTAL) PUBLISHED CITY PL. NO. SS-3 1-22 REVISED 1-22 SLOPE BENCH MANHOLE CASTING AND COVER, NEENAH R-1642 OR APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. 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 1-22 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 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 BOXS 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 1-22 REVISED 1-22 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 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 1-22 REVISED 1-17 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 78-1/8 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 SCREW TYPE WITH A #6 BASE AND DROP LIDS WITH "WATER" LABELED ON COVER BIBBY - SERIES STC B5001 CREW 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 1-22 REVISED 1-22 VALVE BOX COVERS SHALL BE: TYLER 6865 OR BIBBY B-516C NO TRACER WIRE NEED 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 1-22 REVISED 1-22 PVC OR HDPE PIPE PVC OR HDPE PIPE 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 1-22 REVISED 1-21 NOTE:WATERMAIN PIPE SHALL BE C900 UNLESS OTHERWISE NOTED. ALL WATERMAIN PIPES ALL WATERMAIN PIPES STANDARD DETAILS CITY OF PLYMOUTH VERTICAL OFFSET DETAIL PUBLISHED CITY PL. NO. W-8 1-22 REVISED 1-21 7.5' MIN 18" MIN 2' MIN OBSTRUCTION 45° BEND STAINLESS STEEL RODDING MINIMUM 2" INSULATION 6" FINISH GRADE 45° BEND 45° BEND 45° BEND NOTE: 1.SELECT GRANULAR REQUIRED FOR ALL BEDDING 2.ALL VERTICAL BENDS SHALL BE TIED WITH SS RODDING. 2 RODS CONNECTING EACH JOINT 180° APART. 3.TRACER WIRE TO BE RUN WITH OFFSET PVC PIPE. (IF EXISTING WM IS CIP OR DIP, PINCH EXPOSED COPPER TRACER WIRE BETWEEN DOUBLE NUT ON EXISTING SIDES) 4.MEGALUGS MANUFACTURED BY EBAA IRON, SIGMA OR APPROVED EQUAL SHALL BE USED AT ALL MECHANICAL JOINTS 5.ALL BOLTS, T-BOLTS, NUTS AND RODDING INSTALLED BELOW GRADE SHALL BE ASTM F593 TYPE 304 STAINLESS STEEL 6.ADDITIONAL RODDING AND MEGALUGS MAY BE REQUIRED BY ENGINEER. MEGALUG #10 GA TRACER WIRE 2' MIN UNDISTURBED SOIL N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 D T 0 1 . D W G C902 01/12/23 BCW BCW JN SANITARY SEWER & WATERMAIN DETAILS 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT PERMIT PLANS © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . STANDARD DETAILS CITY OF PLYMOUTH STANDARD DROP MANHOLE #2 SEE SS-3 FOR TOP SECTION DETAIL D.I.P. 8" EXTERNAL SEAL WRAP TYPICAL ALL BARRELL JOINTS NOTE: THE TOP OF THE DROP PIPE SHALL BE EQUAL TO OR ABOVE THE TOP OF THE OUTLET PIPE. IF THE OUTLET PIPE IS MORE THAN TWICE THE DIA. OF THE DROP PIPE, THEN THE FLOW LINE OF THE DROP PIPE SHALL BE EQUAL OR ABOVE THE SPRING LINE OF THE OUTLET PIPE. PUBLISHED CITY PL. NO. SS-5 1-22 REVISED 1-17 BENCH SLOPE CONCRETE ENCASEMENT (HORSESHOES FILLED WITH WET CONCRETE) INSTALL D.I. PIPE OUT TO UNDISTURBED GROUND OR 20' MINIMUM. D.I.P. TEE WHEN CHANGING PIPE MATERIAL TYPES AT THIS LOCATION USE A "SHEAR GUARD" BY ONSET OR APPROVED EQUAL TO MAKE THE TRANSITION. RUBBER GASKET BETWEEN EACH MANHOLE JOINT AND PIPE PENETRATION RUBBER GASKET TYP. NO INSIDE DROPS ALLOWED STANDARD DETAILS CITY OF PLYMOUTH WATERTIGHT CASTING-MANHOLE 27" CASTING IS NEENAH R-1755-E OR APPROVED EQUAL INSIDE COVER TO BE MACHINED SURFACE WITH A RUBBER GASKET INSTALL 4 BOLTS 1/2"OR 5/8" INCH DIAMETER WITH THREADED INSERTS TO BE USED TO ANCHOR CASTING TO TOP OF MANHOLE CONE SECTION. RAMNEK OR SIMILAR GASKET TYPE MATERIAL TO BE PLACED BETWEEN CASTING AND TOP OF MANHOLE CONE SECTION. 6" WIDE INFI-SHIELD EXTERNAL GATOR WRAP TYPICAL ALL BARRELL JOINTS OF F R O A D M A R K E R ( I N C I D E N T A L ) MH 4 HOLES EVENLY SPACED, 1 INCH DIAMETER PUBLISHED CITY PL. NO. SS-7 1-22 REVISED 1-17 PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 15 8 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com VA R I E S 48" 8" LAST REVISED: 08/10/17 ST10 POND OUTLET STRUCTURE OCS 301 A EL. 905.05 AA A MIN. 2 CU YARDS RIPRAP CLASS 3 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING)PROVIDE 4 1/2" SS ANCHOR BOLTS w/ CLIPS OUTSIDE MH WALL TO FLAT BAR = 1" #5 SMOOTH BAR @ 4" O.C. EACH WAY (PROVIDE 3 1/4" x 3 1/4" OPENING) HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS 7"6" PLAN PLAN SECTION A-AELEVATION 18" OUTLET 9" LAST REVISED: 08/11/17DOWNSPOUT CONNECTION ST19 NOTES: 1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2.A WATER-TIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO, AND INCLUDING, THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. 8" SCHEDULE 40 PVC 45° BEND (SCH. 40 PVC) 1% MIN. SLOPE STORM SEWER PIPE WATER-TIGHT CONNECTION WIRE SCREEN FOR RODENTS DOWNSPOUT 2 2 12" MAX. STORM SEWER CASTING SCHEDULE LAST REVISED: 08/11/17 STRUCTURE LOCATION ST16 CASTING TYPE CURB & GUTTER CURB & GUTTER @ LOW POINT STMH IN PAVEMENT OR GREEN SPACE CBMH IN PAVEMENT CBMH IN GREEN SPACE CBMH IN VALLEY GUTTER SURMOUNTABLE CURB & GUTTER AT DRIVEWAY LOCATION R-3067-L R-3067-VB R-1642 STAMPED "STORM SEWER" R-2535 R-4342 R-3362-L R-3501-R VA R I E S LAST REVISED: 08/15/17 ST23 FINISHED GRADE NOTE: 1.CLEANOUT SHALL MATCH THE DRAINTILE DIAMETER PVC CAP P.V.C.P.V.C. P.V.C. SERVICE WYE 1/8 BEND P.V.C. LONG SWEEP BOX INLINE END OF LINE STORM SEWER CLEANOUT 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 ) MH INSTALL WHEN M.H. IS PLACED OUTSIDE OF THE ROADWAY. PUBLISHED CITY PL. NO. ST-1 1-22 REVISED 1-17 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 1-22 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 ) FEPLACE 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 1-22 REVISED 1-17 RIP-RAP REQUIRED AT ALL APRONS 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 1-22 REVISED 3-12 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-AFOR 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 1-22 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. N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 D T 0 1 . D W G C903 01/12/23 BCW BCW JN STORM SEWER DETAILS 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT PERMIT PLANS © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . PER M A N E N T P O O L ( V ) OV E R F L O W SP I L L W A Y AQ U A T I C B E N C H FO R E B A Y IN F L O W RIS E R EM E R G E N C Y SP I L L W A Y SA F E T Y BE N C H RE V E R S E P I P E BA R R E L ST A B L E OU T F A L L AN T I - S E E P CO L L A R o r F I L T E R PO N D D R A I N DIA P H R A G M OV E R F L O W PR O F I L E NO T T O S C A L E CH A N N E L P R O T E C T I O N V O L U M E ( V ) WA T E R Q U A L I T Y V O L U M E ( V ) WQ OV E R B A N K F L O O D V O L U M E ( V , C H E C K L O C A L R E G U L A T I O N S ) EX T R E M E F L O O D V O L U M E ( V , C H E C K L O C A L R E G U L A T I O N S ) CP P1 0 P1 0 0 EM E R G E N C Y EM B A N K M E N T PP EM E R G E N C Y SP I L L W A Y RIS E R / BA R R E L RIS E R I N EM B A N K M E N T OU T F A L L FO R E B A Y IN F L O W PO N D B U F F E R BERM PE R M A N E N T P O O L 6 T O 8 F E E T D E E P AQ U A T I C B E N C H AC C E S S B E N C H MA I N T E N A N C E MA X I M U M E D AC C E S S R O A D MA X I M U M S A F E T Y LIM I T STO R M L I M I T 25 F E E T ( T Y P I C A L ) 25' SE E C R O S S SE C T I O N A A C TY P I C A L P O N D P L A N AN D P R O F I L E NO T E : OU T L E T S T R U C T U R E S H O W N I S O N E E X A M P L E . OT H E R D E S I G N S / C O N F I G U R A T I O N S CO U L D A C H I E V E S I M I L A R P E R F O R M A N C E . PL A N V I E W NO T T O S C A L E STANDARD DETAILS CITY OF PLYMOUTH TYPICAL TREATMENT POND PUBLISHED CITY PL. NO. ST-12 1-22 REVISED 1-18 FROM THE 2005 MINNESOTA STORMWATER MANUAL EM E R G E N C Y O V E R F L O W ( E O F ) S H A L L B E C O V E R E D WIT H N O N W O V E N G E O T E X T I L E F A B R I C A N D T Y P E I I I GR A N I T E R I P - R A P P L A C E O N T O P O F F A B R I C . C A B L E CO N C R E T E M A Y B E U S E I N S T E A D O F R I P - R A P EO F PLYMOUTH, MN BASS LAKE ROAD MIXED USE WESTWOOD PROJECT NUMBER: 0029612.00 CITY PROJECT NUMBER: 2022064 ADDRESS TO BE DETERMINED LAST REVISED: 08/10/17 ST10 POND OUTLET STRUCTURE OCS 303 A AA A MIN. 2 CU YARDS RIPRAP CLASS 3 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING)PROVIDE 4 1/2" SS ANCHOR BOLTS w/ CLIPS OUTSIDE MH WALL TO FLAT BAR = 1" #5 SMOOTH BAR @ 4" O.C. EACH WAY (PROVIDE 3 1/4" x 3 1/4" OPENING) HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS PLAN PLAN SECTION A-AELEVATION LAST REVISED: 08/10/17 ST10 POND OUTLET STRUCTURE OCS 611 A AA A MIN. 2 CU YARDS RIPRAP CLASS 3 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING)PROVIDE 4 1/2" SS ANCHOR BOLTS w/ CLIPS OUTSIDE MH WALL TO FLAT BAR = 1" #5 SMOOTH BAR @ 4" O.C. EACH WAY (PROVIDE 3 1/4" x 3 1/4" OPENING) HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS PLAN PLAN SECTION A-AELEVATION LAST REVISED: 08/10/17 ST10 POND OUTLET STRUCTURE OCS 711 A AA A MIN. 2 CU YARDS RIPRAP CLASS 3 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING)PROVIDE 4 1/2" SS ANCHOR BOLTS w/ CLIPS OUTSIDE MH WALL TO FLAT BAR = 1" #5 SMOOTH BAR @ 4" O.C. EACH WAY (PROVIDE 3 1/4" x 3 1/4" OPENING) HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS PLAN PLAN SECTION A-AELEVATION LAST REVISED: 08/10/17 ST10 POND OUTLET STRUCTURE OCS 811 A AA A MIN. 2 CU YARDS RIPRAP CLASS 3 1/4" x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING)PROVIDE 4 1/2" SS ANCHOR BOLTS w/ CLIPS OUTSIDE MH WALL TO FLAT BAR = 1" #5 SMOOTH BAR @ 4" O.C. EACH WAY (PROVIDE 3 1/4" x 3 1/4" OPENING) HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS PLAN PLAN SECTION A-AELEVATION 897.50 18" INLET 900.80 VA R I E S 48" 8" EL. 904.95 7"6" 12" OUTLET 9" 897.50 12" INLET 900.28 VA R I E S 48" 8" EL. 906.65 7"6" 12" OUTLET 9" 901.00 12" INLET 904.00 VA R I E S 48" 8" EL. 911.05 7"6" 12" OUTLET 9" 905.00 12" INLET 908.58 VA R I E S 48" 8" EL. 909.11 7"6" 12" OUTLET 9" 904.00 12" INLET 907.13 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 15 9 S SA N SA N SA N SA N ST O ST O ST O X ST S ST TPF TP F TP F TPF TP F TPF TPF TPF TP F TP F T P F TPF TPF TPF TPF TPF TPF TPF E S ST SS S S S S FOFO S GA S SA N SA N SA N STO GAS STO STO STO STO ST O ST O ST O ST O ST O SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSANSANSANSAN WATWATWATWATWATWATWAT SAN WAT SANSANSANSAN WATWATWATWATWATWATWATWAT SA N SA N SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SA N SAN SAN SAN SA N SA N SA N SA N SAN NA T H A N L A N E N . 56TH AVENUE N. ST O SA N SA N SA N SA N ST O ST O ST O ST O WAT WAT (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) WA T WA T WA T WA T WA T WA T WA T STO STO GASGASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GAS GAS PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PUG ST O ST O ST O ST O ST O ST O ST O ST O ST ST 15.67' PROPOSED BUILDING FFE=918.00 LFE=906.67 S ST ST ST 15.67' PROPOSED BUILDING FFE=918.00 LFE=906.67 TPF TP F T P F TPF TPF TPF TPF TPF TP F TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TP F E PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'40'80'120' 1" = 40 N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 L P 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE MULTI-FAMILY LANDSCAPE PLAN LOT 1300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 ENCLAVE DEVELOPMENT 01/12/23 44018 JEFF R. WESTENDORF © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 40' PROJECT NUMBER: 0029612.00 L100 SHRUBS OVERSTORY DECIDUOUS TREE ORNAMENTAL TREE PERENNIALS EDGER LANDSCAPE LEGEND TREE REQUIREMENTS (APARTMENTS) APARTMENT DEVELOPMENTS SHALL REQUIRE TREES AS FOLLOWS: DEVELOPMENTS WITH MORE THAN 50 DWELLING UNITS SHALL REQUIRE A MINIMUM OF 1.5 NEW OVERSTORY TREES PER DWELLING UNIT PROPOSED DWELLING UNITS= 220 1.5 TREES X 220 DWELLING UNITS = 330 REQUIRED TREES 15% OF REQUIRED TREES NEED TO BE LONG LIVING 3.5" CALIPER TREES (330 x 15%=49.5) = 50 TREES TREES REQUIRED= 330 TREES PROVIDED= 331 (OVERSTORY+CONIFEROUS: 217, ORNAMENTAL: 30 (91/3=30.33 OVERSTORY), SHRUBS: 84 (845/10=84.5 OVERSTORY)) NOTE: ONE OVERSTORY TREE UP TO 50 % OF THE REQUIRED ON 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 LANDSCAPE SUMMARY A SHREDDED HARDWOOD MULCH (TYP.) B EDGER (TYP.) C SOD (TYP.) D ROCK MULCH E SEED MIX 34-271 (BWSR W2) ALANDSCAPE KEYNOTES B&B15NWM2.5" CAL. B&B18SWO2.5" CAL. B&B20ALS1.5" CAL. B&B11TCH1.5" CAL. 6WSB 3.5" CAL. B&B15PFC1.5" CAL. B&B20SSC1.5" CAL. B&B15BHS6' HT. 20SCP 6' HT. 22WHP 6' HT. --CPV --BLC --MJJ 4'-0" O.C. --MUP 4'-0" O.C. --TAY 4'-0" O.C. --ANH 4'-0" O.C. --DBH 3'-0" O.C. --FLS 2'-0" O.C. --BJD 18" O.C. --BLB 18" O.C. --BES 16" O.C. --RUS 18" O.C. --PUC 18" O.C. B&B B&B 5'-0" O.C. 4'-0" O.C. --ASD 12" O.C. B&B12IMH3.5" CAL. B&B --KFG 24" O.C. --PWW 18" O.C. --PDS 18" O.C. --AFS 18" O.C. --PBS 18" O.C. B&B15ABM3.5" CAL. B&B15NWS6' HT. --RGD 4'-0" O.C. AJN 4'-0" O.C. --MNS 18" O.C. 8RIB 1.5" CAL. B&B3.5" CAL.15NHE --DKL 5'-0" O.C. B&B MWG 3'-0" O.C. --HMA 3'-0" O.C. --HZA 3'-0" O.C. CONT.--BNS 5'-0" O.C. --CAD 5'-0" O.C. AUTUMN BLAZE MAPLE NORTHWOOD MAPLE WHITESPIRE BIRCH IMPERIAL HONEYLOCUST SWAMP WHITE OAK NEW HORIZON ELM OVERSTORY TREE ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINER NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. ORNAMENTAL TREE CONIFEROUS TREE CONIFEROUS SHRUB DECIDUOUS SHRUB PERENNIALS THORNLESS COCKSPUR HAWTHORN ALLEGHENY SERVICEBERRY PRAIRIEFIRE CRAB SPRING SNOW CRAB RIVER BIRCH BLACK HILLS SPRUCE NORWAY SPRUCE SCOTCH PINE WHITE PINE BIRD'S NEST SPRUCE HETZ MIDGET ARBORVITAE HOLMSTRUP ARBORVITAE MINT JULEP JUNIPER MUGO PINE TAUNTON YEW FIRE LIGHT SPIREA DWARF BUSH HONEYSUCKLE MINUET WEIGELA ANNABELLE HYDRANGEA AMBER JUBILEE NINEBARK RED GNOME DOGWOOD BLACK CHOKEBERRY DWARF KOREAN LILAC COMPACT VIBURNUM CARDINAL DOGWOOD APRICOT SPARKLES DAYLILY BAJA DAYLILY BLACK EYED SUSAN PRAIRIE BLAZING STAR PURPLE CONEFLOWER POW WOW WILDBERRY ECHINACEA RUSSIAN SAGE AUTUMN FIRE SEDUM MAY NIGHT SALVIA BLAZE LITTLE BLUESTEM GRASS KARL FOERSTER FEATHER REED GRASS PRAIRIE DROPSEED GRASS B&B2.5" CAL.6PCW PRAIRIE CASCADE WILLOW ROOTSIZEBOTANICAL NAME ACER X FREEMANII 'JEFFERS RED' ACER RUBRUM 'NORTHWOOD' BETULA POPULIFOLIA 'WHITESPIRE' GLEDITSIA TRIACANTHOS VAR. INERMIS 'IMPCOLE' QUERCUS BICOLOR ULMUS X 'NEW HORIZON' CRATAEGUS CRUSGALLI 'INERMIS' AMELANCHIER LAEVIS MALUS 'PRAIRIEFIRE' MALUS 'SPRING SNOW' BETULA NIGRA PICEA GLAUCA DENSATA PICEA ABIES PINUS SYLVESTRIS PINUS STROBUS PICEA ABIES 'NIDIFORMIS' THUJA OCCIDENTALIS 'HETZ MIDGET' THUJA OCCIDENTALIS 'HOLMSTRUP' JUNIPERUS CHINENSIS 'MONLEP' PINUS MUGO PUMILIO TAXUS MEDII 'TAUNTON' SPIRAEA 'FIRE LIGHT' DIERVILLA LONICERA WEIGELA FLORIDA 'MINUET' HYDRANGEA ARBORESCENS 'ANNABELLE' PHYSOCARPUS OPULIFOLUS 'JEFAM' CORNUS ALBA SIBIRICA ARONIA MELANOCARPA SYRINGA MEYERI 'PALIBIN' VIBURNUM OPULUS 'COMPACTUM' CORNUS SERICEA 'CARDINAL' HEMEROCALLIS 'APRICOT SPARKLES' HEMEROCALLIS 'BAJA' RUDBECKIA FULGIDA 'GOLDSTURM' LIATRIS PYCNOSTACHYA ECHINACEA PURPUREA 'MAGNA' ECHINACEA PURPUREA 'POW WOW WILDBERRY' PEROVSKIA ATRIPLICFOLIA SEDUM X 'AUTUMN FIRE' SALVIA X NEMOROSA 'MAY NIGHT' SCHIZACHYRIUM SCOPARIUM 'BLAZE' CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' SPOROBOLUS HETEROLEPIS SALIX 'PRAIRIE CASCADE' AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN SPACING SINGLE SINGLE CLUMP SINGLE SINGLE SINGLE FULL FULL FULL -- -- SINGLE SINGLE -- -- -- -- -- -- -- -- -- -- -- -- -- SINGLE FULL SINGLE -- -- SINGLE -- -- -- -- -- -- -- -- SINGLE REMARKS PLANT SCHEDULE COMMONCODEQTY 120 91 97 325 520 1250 #5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 NO TREES REQUIRED PER TREE PRESERVATION/MITIGATION SHEET C100 TREE PRESERVATION/MITIGATION THIS PORTION OF SITE SHOWN TO THE RIGHT B&B8BUR2.5" CAL.BUR OAK QUERCUS MACROCARPA AS SHOWN SINGLE B&B17QUA1.5" CAL.QUAKING ASPEN POPULOUS TREMULOIDES AS SHOWN SINGLE 15AGG 3.5" CAL.B&BAUTUMN GOLD GINKGO GINKGO BILOBA 'AUTUMN GOLD'AS SHOWN SINGLE 15AUP 6' HT.B&BAUSTRIAN PINE PINUS NIGRA AS SHOWN FULL 10CAH 6' HT.B&BCANADIAN HEMLOCK TSUGA CANADESIS AS SHOWN FULL B&B2.5" CAL.10BBE BLUE BEECH CARPINUS CAROLINIANA AS SHOWN SINGLE --BPJ 4'-0" O.C.BLUE PRINCE JUNIPER JUNIPERUS HORIZONTALIS 'BLUE PRINCE'--CONT.#5 TREE PROTECTION FENCETPF 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 16 0 S FO FO E T S SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T WA T WA T WA T WA T WA T WA T WAT SAN WATWAT W A T FO FO FO FO FO FO FO FO FO F O FO POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G FO FO FO FO E E E SAN SAN PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING 4,000 SF FFE=914.00 TPFTPFTPFTPFTPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPFTPFTPFTPF TPF TPF TPF TPF TPF TP F T P F T P F TP F TP F TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF E PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 L P 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE COMMERCIAL LANDSCAPE PLAN300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 ENCLAVE DEVELOPMENT 01/12/23 44018 JEFF R. WESTENDORF © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 20' PROJECT NUMBER: 0029612.00 L102 LANDSCAPE LEGEND SHRUBS / VINESOVERSTORY DECIDUOUS TREE ORNAMENTAL TREE PERENNIALS EDGER A SHREDDED HARDWOOD MULCH (TYP.) B EDGER (TYP.) C SOD (TYP.) D ROCK MULCH E SEED MIX 34-271 (BWSR W2) ALANDSCAPE KEYNOTES TREE REQUIREMENTS (COMMERCIAL) NEW NON-RESIDENTIAL DEVELOPMENTS OR USES SHALL REQUIRE AT A MINIMUM THE GREATER OF: ONE NEW OVERSTORY TREE PER 50 LINEAL FEET OF SITE PERIMETER-- SITE PERIMETER = 1489 LINEAR FT 1748 / 50 = 34.96 35 TREES OR ONE OVERSTORY TREE PER 1,000SF OF GROSS BUILDING FLOOR AREA.-- BUILDING AREA = 4000 SF 4,000 / 1,000 = 4 TREES TREES REQUIRED= 35 TREES PROVIDED = 35 (OVERSTORY: 31 (11 DECIDUOUS+20 CONIFEROUS, ORNAMENTAL: 2 (6/3=2 OVERSTORY), SHRUBS: 2 (22/10=2 OVERSTORY)) NOTE: ONE OVERSTORY TREE UP TO 50 % OF THE REQUIRED ON 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 LANDSCAPE SUMMARY B&B3NWM2.5" CAL. B&B2BUR2.5" CAL. B&B2ALS1.5" CAL. B&B2PFC1.5" CAL. B&B2SSC1.5" CAL. B&B5BHS6' HT. 5SCP 6' HT. 5WHP 6' HT. --MJJ 4'-0" O.C. --ANH 4'-0" O.C. --DBH 3'-0" O.C. --FLS 2'-0" O.C. --BJD 18" O.C. --BLB 18" O.C. B&B B&B --ASD 12" O.C. B&B3IMH3.5" CAL. --KFG 24" O.C. --PDS 18" O.C. --AFS 18" O.C. B&B5NWS6' HT. --RGD 4'-0" O.C. AJN 4'-0" O.C. --MNS 18" O.C. B&B2.5" CAL.2NHE MWG 3'-0" O.C. CONT.--BNS 5'-0" O.C. NORTHWOOD MAPLE IMPERIAL HONEYLOCUST BUR OAK NEW HORIZON ELM OVERSTORY TREE ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINER NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. ORNAMENTAL TREE CONIFEROUS TREE CONIFEROUS SHRUB DECIDUOUS SHRUB PERENNIALS ALLEGHENY SERVICEBERRY PRAIRIEFIRE CRAB SPRING SNOW CRAB BLACK HILLS SPRUCE NORWAY SPRUCE SCOTCH PINE WHITE PINE BIRD'S NEST SPRUCE MINT JULEP JUNIPER FIRE LIGHT SPIREA DWARF BUSH HONEYSUCKLE MINUET WEIGELA ANNABELLE HYDRANGEA AMBER JUBILEE NINEBARK RED GNOME DOGWOOD APRICOT SPARKLES DAYLILY BAJA DAYLILY AUTUMN FIRE SEDUM MAY NIGHT SALVIA BLAZE LITTLE BLUESTEM GRASS KARL FOERSTER FEATHER REED GRASS PRAIRIE DROPSEED GRASS B&B2.5" CAL.1PCW PRAIRIE CASCADE WILLOW ROOTSIZEBOTANICAL NAME ACER RUBRUM 'NORTHWOOD' GLEDITSIA TRIACANTHOS VAR. INERMIS 'IMPCOLE' QUERCUS MACROCARPIA ULMUS X 'NEW HORIZON' AMELANCHIER LAEVIS MALUS 'PRAIRIEFIRE' MALUS 'SPRING SNOW' PICEA GLAUCA DENSATA PICEA ABIES PINUS SYLVESTRIS PINUS STROBUS PICEA ABIES 'NIDIFORMIS' JUNIPERUS CHINENSIS 'MONLEP' SPIRAEA 'FIRE LIGHT' DIERVILLA LONICERA WEIGELA FLORIDA 'MINUET' HYDRANGEA ARBORESCENS 'ANNABELLE' PHYSOCARPUS OPULIFOLUS 'JEFAM' CORNUS ALBA SIBIRICA HEMEROCALLIS 'APRICOT SPARKLES' HEMEROCALLIS 'BAJA' SEDUM X 'AUTUMN FIRE' SALVIA X NEMOROSA 'MAY NIGHT' SCHIZACHYRIUM SCOPARIUM 'BLAZE' CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' SPOROBOLUS HETEROLEPIS SALIX 'PRAIRIE CASCADE' AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN SPACING SINGLE SINGLE CLUMP SINGLE SINGLE FULL FULL FULL -- -- SINGLE -- -- -- -- -- -- FULL SINGLE -- -- -- -- -- SINGLE REMARKS PLANT SCHEDULE COMMONCODEQTY 11 6 20 6 16 30 #5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 NO TREES REQUIRED PER TREE PRESERVATION/MITIGATION SHEET C101 TREE PRESERVATION/MITIGATION 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 16 1 EE G IR G G G GGGG G G G GGGGG S FOFO FO E FO FO S ST O ST O ST O ST O ST O ST O S A N S A N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T SAN W A T W A T W A T WA T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH WAT WAT GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FO E DS DS DS PROPOSED BUILDING 6,200 SF FFE=914.50 S S PROPOSED BUILDING 6,200 SF FFE=914.50 TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TP F TP F TP F TP F TPF TPF TPF TPF TPF TPF TPF TPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF TPF TPF TPF TPF TPF TPF E E LANDSCAPE LEGEND SHRUBS OVERSTORY DECIDUOUS TREE ORNAMENTAL TREE PERENNIALS EDGER A SHREDDED HARDWOOD MULCH (TYP.) B EDGER (TYP.) C SOD (TYP.) D ROCK MULCH E SEED MIX 34-271 (BWSR W2) ALANDSCAPE KEYNOTES PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 L P 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE COMMERCIAL LANDSCAPE PLAN (LOT 2)300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 ENCLAVE DEVELOPMENT 01/12/23 44018 JEFF R. WESTENDORF © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 20' PROJECT NUMBER: 0029612.00 L101 TREE REQUIREMENTS (COMMERCIAL) NEW NON-RESIDENTIAL DEVELOPMENTS OR USES SHALL REQUIRE AT A MINIMUM THE GREATER OF: ONE NEW OVERSTORY TREE PER 50 LINEAL FEET OF SITE PERIMETER SITE PERIMETER = 1489 LINEAR FT 1489 / 50 = 29.78 30 TREES OR ONE OVERSTORY TREE PER 1,000SF OF GROSS BUILDING FLOOR AREA. BUILDING AREA = 6,200 SF 6,200 / 1,000 = 6 TREES TREES REQUIRED= 30 TREES PROVIDED= 30 (OVERSTORY: 24 (12 DECIDUOUS+12 CONIFEROUS, SHRUBS: 6 (62/10=6 OVERSTORY)) ONE OVERSTORY TREE UP TO 50 % OF THE REQUIRED ON 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 LANDSCAPE SUMMARY B&B3NWM2.5" CAL. B&B2SWO2.5" CAL. 2WSB 2.5" CAL. B&B3BHS6' HT. 3SCP 6' HT. 3WHP 6' HT. --MJJ 4'-0" O.C. --MUP 4'-0" O.C. --TAY 4'-0" O.C. --ANH 4'-0" O.C. --DBH 3'-0" O.C. --FLS 2'-0" O.C. --BJD 18" O.C. --BLB 18" O.C. B&B B&B --ASD 12" O.C. B&B3IMH3.5" CAL. B&B --KFG 24" O.C. --PDS 18" O.C. --AFS 18" O.C. B&B3NWS6' HT. --RGD 4'-0" O.C. AJN 4'-0" O.C. B&B2.5" CAL.2NHE MWG 3'-0" O.C. --HMA 3'-0" O.C. --HZA 3'-0" O.C. CONT.--BNS 5'-0" O.C. NORTHWOOD MAPLE WHITESPIRE BIRCH IMPERIAL HONEYLOCUST SWAMP WHITE OAK NEW HORIZON ELM OVERSTORY TREE ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINER NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. CONIFEROUS TREE CONIFEROUS SHRUB DECIDUOUS SHRUB PERENNIALS BLACK HILLS SPRUCE NORWAY SPRUCE SCOTCH PINE WHITE PINE BIRD'S NEST SPRUCE HETZ MIDGET ARBORVITAE HOLMSTRUP ARBORVITAE MINT JULEP JUNIPER MUGO PINE TAUNTON YEW FIRE LIGHT SPIREA DWARF BUSH HONEYSUCKLE MINUET WEIGELA ANNABELLE HYDRANGEA AMBER JUBILEE NINEBARK RED GNOME DOGWOOD APRICOT SPARKLES DAYLILY BAJA DAYLILY AUTUMN FIRE SEDUM BLAZE LITTLE BLUESTEM GRASS KARL FOERSTER FEATHER REED GRASS PRAIRIE DROPSEED GRASS ROOTSIZEBOTANICAL NAME ACER RUBRUM 'NORTHWOOD' BETULA POPULIFOLIA 'WHITESPIRE' GLEDITSIA TRIACANTHOS VAR. INERMIS 'IMPCOLE' QUERCUS BICOLOR ULMUS X 'NEW HORIZON' PICEA GLAUCA DENSATA PICEA ABIES PINUS SYLVESTRIS PINUS STROBUS PICEA ABIES 'NIDIFORMIS' THUJA OCCIDENTALIS 'HETZ MIDGET' THUJA OCCIDENTALIS 'HOLMSTRUP' JUNIPERUS CHINENSIS 'MONLEP' PINUS MUGO PUMILIO TAXUS MEDII 'TAUNTON' SPIRAEA 'FIRE LIGHT' DIERVILLA LONICERA WEIGELA FLORIDA 'MINUET' HYDRANGEA ARBORESCENS 'ANNABELLE' PHYSOCARPUS OPULIFOLUS 'JEFAM' CORNUS ALBA SIBIRICA HEMEROCALLIS 'APRICOT SPARKLES' HEMEROCALLIS 'BAJA' SEDUM X 'AUTUMN FIRE' SCHIZACHYRIUM SCOPARIUM 'BLAZE' CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' SPOROBOLUS HETEROLEPIS AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN SPACING SINGLE SINGLE FULL FULL FULL -- -- SINGLE SINGLE -- -- -- -- -- -- -- -- FULL SINGLE -- -- -- -- -- -- REMARKS PLANT SCHEDULE COMMONCODEQTY 12 12 35 27 30 #5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#5 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 CONT.#1 NO TREES REQUIRED PER TREE PRESERVATION/MITIGATION SHEET C101 TREE PRESERVATION/MITIGATION 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 16 2 PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 L P 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE LANDSCAPE NOTES & DETAILS300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 ENCLAVE DEVELOPMENT 01/12/23 44018 JEFF R. WESTENDORF © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . PROJECT NUMBER: 0029612.00 L103 LAST REVISED: 10/23/18SHRUB & PERENNIAL CONTAINER PLANTING LA27-C N.T.S. 2X CONT. DIAMETER SET CONTAINER ROOT SOIL ON UNDISTURBED SUBSOIL OR MILD COMPACTED SOIL FOR DEPTH TO MATCH FINISH GRADE SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIED PLANTING SOIL OR AS APPROVED EDGING AT PLANTING BEDS, AS SPECIFIED, ADJACENT TO LAWN AREAS MULCH AS SPECIFIED (AND FILTER FABRIC, AS INDICATED) REMOVE CONTAINER, SCARIFY SIDES, AND SET SOIL MASS ON COMPACTED SOIL BASE MOUND, MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE LAST REVISED: 10/19/18DECIDUOUS TREE PLANTING LA28 N.T.S. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. TREE WRAP MATERIAL FROM GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2X BALL DIAMETER SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2XBALL DIAMETER LAST REVISED: 10/19/18EVERGREEN TREE PLANTING LA29 N.T.S. 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, WISCONSIN-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER WILA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO WIS/DOT STANDARD SPECIFICATION (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH. ALL PARKING ISLAND GRADES SHALL HAVE A SIGNIFICANT CROWN. 18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. SINGLE TREE AND SHRUB PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.EXISTING TREES AND SHRUBS, AROUND THE SITE, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS OFF-SITE PER PROJECT IMPROVEMENTS. 20.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 21.ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 22.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. SEE PLAN FOR LIMITS OF IRRIGATION. LANDSCAPE WITHIN LANDSCAPE/IRRIGATION DASHED LINE TO BE IRRIGATED FROM BUILDING. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO WATER PLANT MATERIAL DURING INSTALLATION AND DURING ESTABLISHMENT PERIOD. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 25.VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. 26.ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED AS PLANTING BEDS, ARE TO BE SODDED, UNLESS NOTED OTHERWISE. SOD IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF LAWN GRASS WEEDS. MATCH INTO EXISTING, AS APPLICABLE. ANCHOR SOD ON SLOPED OR POTENTIAL EROSION AREAS, OR AS REQUIRED. 27.CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT MATERIAL TO ADHERE TO THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST VERSION. ADD FERTILIZER, HERBICIDE, AND PESTICIDE AS NECESSARY FOR OPTIMUM GROWTH. PLANTING NOTES 42 " NOTES: 1.PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY. 3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES. LAST REVISED: 08/15/17TREE PROTECTION GD36 DRIPLINE ORANGE CONSTRUCTION FENCE STAKED EVERY 6' "T" POST OR EQUAL 6' METAL FENCE POST. STAKE EVERY 6' MAX. ORANGE MESH CONSTRUCTION FENCE LOCATION AS SHOWN ON PLAN. MAINTAIN MAXIMUM DISTANCE FROM TRUNK POSSIBLE. 6' MA X PLAN ELEVATION 1 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 16 3 EE G IR G G G GGGG G G G GGGGG S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO E T S S S S SA N SA N ST O GAS ST O ST O S A N STO STO STO STO ST O ST O ST O ST O SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SANSANSANSANSAN WATWATWATWATWAT SAN WAT STOSTOSTOSTOSTOSTOSTO SANSANSAN WATWATWATWATWATWATWAT STOSTOSTOSTOSTO SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T SA N SA N SA N SAN SAN SAN SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SA N SA N SA N DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA, BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION (EX. 22) DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA, BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION (EX. 9 & 22) BLOCK 1 NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. ST O SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T WA T SAN WAT STO PID : 0 1 1 1 8 2 2 4 1 0 0 1 0 OW N E R : T G F A M I L Y L T D P A R T N E R S H I P (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ WA T WA T WA T WA T WA T WA T WA T WA T (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO F O X X X X X X X X X X X X X X X X X X X POH POH POH POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO ST O WAT GAS GAS GA S G A S GASGASGASGASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S PUGPUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FO MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O ST O ST O ST O ST O PAR K I N G A R E A PA R K I N G A R E A EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E RAMP RA I S E D CO N C R E T E EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST ST E E E E DS DS DS 15.67' 0 1 2 3 4 5 6 7 0+00.00 7+ 3 4 . 2 2 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING FFE=918.00 LFE=906.67 PROPOSED BUILDING 6,200 SF FFE=914.50 S 8" SANITARY STUB-5A IE=908.63 (W) MH-5 RE=914.69 IE=907.64 (E) IE=907.54 (W) 95 LF-8" PVC @ 1.04% MH-4 RE=914.80 IE=905.67 (E) IE=905.57 (S) 180 LF-8" PVC @ 1.04% S 66 LF-8" PVC @ 1.04% 8" SANITARY STUB-31 IE=904.51 145 LF-8" PVC @ 1.04% 8" SANITARY STUB-35 IE=906.45 (S) 32 LF-8" PVC @ 1.04% 6"-45° BEND 6"-45° BEND 5 LF-6" PVC C900 6"-22.5° BEND188 LF-6" PVC C900 6"-22.5° BEND39 LF-6" PVC C900 6"x 6" TEE5 LF-6" PVC C900 6"-45° BEND 32 LF-6" PVC C900 6" WATERMAIN STUB 27 LF-6" PVC C900 HYD. W/AUX. VALVE GRND ELEV=914.0 17 LF - 6" DIP 6" GATE VALVE 62 LF-6" PVC C900 6" WATERMAIN STUB 6" GATE VALVE 4 LF-6" PVC C900 67 LF-6" PVC C900 6" WATERMAIN STUB16 LF-6" PVC C900 6" SANITARY STUB-3B IE=901.00 (NE) MH-3 RE=910.74 IE=899.61 (SW) IE=899.20 (S) IE=899.10 (NE) 133 LF-6" PVC @ 1.04% MH-2 RE=911.12 IE=897.74 (SW) IE=900.35 (S) IE=897.64 (NE) 262 LF-8" PVC @ 0.52% 6" SANITARY STUB-3A IE=901.00 (N) 172 LF-6" PVC @ 1.04% 6" SANITARY STUB-2A IE=901.00 (N) 62 LF-6" PVC @ 1.04% MH-1 RE=906.32 IE=897.45 (SW) IE=889.39 (SE) IE=889.39 (NW) 37 LF-8" PVC @ 0.52% S 12"x 8" TEE8" GATE VALVE 16 LF-8" PVC C900 8"x 8" TEE 6"-22.5° BEND 10 LF - 8 " PV C C9 0 0 6"-45° BEND 6 2 L F - 6 " P V C C 9 0 0 6"-45° BEND 6"x 6" TEE 268 LF-6" PVC C900 10"x 6" TEE 25 LF-6" PVC C900 10" GATE VALVE70 L F - 1 0 " P V C C 9 0 0 12"x 10" TEE9 LF - 1 0 " PV C C9 0 0 HYD. W/AUX. VALVE28 L F - 6 " DIP HYD. W/AUX. VALVE 2 9 L F - 6 " D I P HYD. W/AUX. VALVE 20 LF - 6 " DI P HYD. W/AUX. VALVE8"x 6" TEE 27 LF-6" DIP 11 7 L F - 1 0 " P V C C 9 0 0 8"-45° BEND 19 0 L F - 8 " P V C C 9 0 0 8"-45° BEND 1 4 LF - 8 " P V C C 9 0 0 8"x 6" TEE 45 LF-8" PVC C9008"-45° BEND 41 LF-8" PVC C900 8"-45° BEND 101 L F - 8 " P V C C 9 0 0 8"x 6" TEE 150 LF-8" PVC C9008"-45° BEND 53 LF-8" PVC C900 8"-45° BEND 7 7 L F - 8 " P V C C 9 0 0 8"-45° BEND96 LF-8" PVC C900 8"-45° BEND 35 L F - 8 " PVC C 9 0 0 8 LF - 8 " PV C C9 0 0 HYD. W/AUX. VALVE 15 LF - 6 " DI P HYD. W/AUX. VALVE15 LF - 6 " DI P CBMH-206 RE=914.66 IE=910.63 (NW) CBMH-205 RE=914.66 IE=910.12 (SE) IE=910.12 (NW) 9 9 L F - 1 2 " S T M S W R @ 0 . 5 2 % CBMH-204 RE=913.75 IE=909.75 (SE) IE=909.75 (NE) IE=909.75 (N) 7 2 L F - 1 2 " S T M S W R @ 0 . 5 2 % CBMH-203 RE=908.93 IE=905.12 (S) IE=905.12 (E) 10 1 L F - 1 5 " S T M S W R @ 4 . 5 7 % STMH-201 RE=911.01 IE=899.78 (W) IE=908.01 (S) IE=899.78 (NE) 111 LF-18" STM SWR @ 0.52% 18" FES-200 6.4 CU YD CLASS III RIPRAP IE=899.50 53 LF- 1 8 " S T M SWR @ 0 . 5 2 % CBMH-107 RE=914.24 IE=908.93 (N) IE=908.93 (E) CBMH-106 RE=914.41 IE=908.39 (W) IE=908.39 (E) 104 LF-15" STM SWR @ 0.52% CBMH-105 RE=913.58 IE=907.85 (W) IE=907.85 (N) IE=907.85 (E) 103 LF-15" STM SWR @ 0.52% CBMH-104 RE=913.91 IE=907.16 (W) IE=907.16 (N) 132 L F - 1 8 " S T M S W R @ 0 . 5 2 % CBMH-103 RE=915.81 IE=904.06 (S) IE=904.06 (W) IE=904.06 (N) 10 5 L F - 1 8 " S T M S W R @ 2 . 9 5 % CBMH-102 RE=913.66 IE=902.80 (S) IE=905.35 (W) IE=902.80 (N) 24 3 L F - 2 1 " S T M S W R @ 0 . 5 2 % STMH-101 RE=907.19 IE=901.97 (S) IE=901.97 (N) 16 0 L F - 2 4 " S T M S W R @ 0 . 5 2 % FES-100 RE=??? IE=899.50 (S) 41 L F - 2 4 " ST M S W R @ 6.0 2 % CBMH-603 RE=910.97 IE=907.97 (SW) CBMH-602 RE=911.02 IE=907.73 (NE) IE=907.73 (NW) 46 L F - 1 2 " S T M SWR @ 0 . 5 2 % 209 L F - 1 2 " S T M S W R @ 0 . 5 2 % 6"-90° BEND 77 LF-8" PVC C900 18" FES-300 IE=899.80 (NE) FES-304 RE=??? IE=899.28 (SW) 13 LF-18" STM SWR @ 7.42% 10"x 8" TEE8" WATERMAIN STUB 2 LF-8" PVC C900 10"x 8" REDUCER 8"x 6" REDUCER 8" GATE VALVE 10" ROOF DRAIN-102A IE=905.58 22 LF-10" STM SWR @ 1.04% 10" ROOF DRAIN-105A IE=908.62 74 L F - 1 0 " S T M S W R @ 1. 0 4 % 10" ROOF DRAIN-107A IE=909.69 73 L F - 1 0 " S T M S W R @ 1. 0 4 % 10" ROOF DRAIN-203A IE=910.47 69 LF - 1 0 " S T M S W R @ 1.04 % HYD. W/AUX. VALVE 6"x 6" TEE 28 L F - 6 " DI P CBMH-701 RE=911.85 IE=908.20 (E) IE=908.20 (NW) CBMH-702 RE=911.85 IE=908.85 (W) 126 LF-12" STM SWR @ 0.52% CBMH-801 RE=911.65 IE=908.65 (W) IE=908.65 (E) FES-800 17 LF-12" STM SWR @ 0.52% 15" FES-700 4.8 CU YD CLASS III RIPRAP IE=907.788 2 L F - 1 5 " S T M S W R @ 0. 5 2 % CBMH-802 RE=912.65 IE=909.65 (E)192 LF-12" S T M S W R @ 0 . 5 2 % 12" FES-712 IE=907.58 (SW) OCS-711 (48" Ø) RE=910.30 IE=908.58 (NE) IE=905.00 (NE) IE=905.00 (S) 9 LF-12" STM SWR @ 11.04% 12" FES-710 4.4 CU YD CLASS III RIPRAP IE=895.00 18 5 L F - 1 2 " S T M S W R @ 5 . 4 1 % CO-713 (6" Ø) RE=908.00 IE=905.00 (S) 6" BEND 31 LF-6" PVC @ 0.00% 12 LF-6" PVC @ 0.00% CO-714 (6" Ø) RE=908.00 IE=905.00 (S) 6" WYE 36 LF-6" PVC @ 0.00% 12" FES-812 IE=906.00 (SE) OCS-811 (48" Ø) RE=908.36 IE=907.13 (NW) IE=904.00 (W) IE=904.00 (SE) 7 LF-12" STM SWR @ 15.95% 12" FES-810 4.4 CU YD CLASS III RIPRAP IE=894.00 74 LF-12" STM SWR @ 13.56% CO-813 (6" Ø) RE=907.00 IE=904.00 (NE) 6" BEND 17 LF-6" PVC @ 0.00% 18 LF-6" PVC @ 0.00% CO-814 (6" Ø) RE=907.00 IE=904.00 (N) 6" WYE 36 LF-6" PVC @ 0.00% CO-402 RE=899.00 IE=898.00 (SW) 46 L F - 6 " P V C @ 6 . 4 9 % CO-401 RE=899.00 IE=898.00 (SW) 46 L F - 6 " P V C @ 6 . 4 9 % CO-400 RE=899.00 IE=898.00 (SW) 46 L F - 6 " P V C @ 6 . 4 9 % 4LF- 6 " PV C @ 0.0 0 % 15 LF- 6 " PV C @ 0.0 0 % 11 LF- 6 " PV C @ 0.0 0 % 44 LF-6" PVC @ 7.99% STMH-302 RE=906.18 IE=896.98 (SW) IE=892.19 (SE) IE=897.27 (NE) IE=892.19 (NW) OCS-303 RE=904.20 IE=897.50 (SW) IE=900.28 (NE) IE=897.50 (E) OCS-301 RE=904.30 IE=900.80 (SW) IE=897.50 (S) IE=897.50 (NE) STMH-202 RE=911.02 IE=904.54 (W) IE=904.18 (SW) IE=900.12 (E) TRENCH DRAIN-202A RE=906.42 IE=904.33 (SW) IE=904.33 (NE) 18 LF-12 " STM SWR @ 0.52% 28 LF-1 2 " STM SWR @ 0.52 % 10" ROOF DRAIN-210A IE=914.00 STMH-210 RE=916.08 IE=912.16 (S) IE=912.16 (W) IE=912.16 (E) IE=912.16 (NW) 61 L F - 1 0 " S T M SW R @ 3 . 0 1 % STMH-207 RE=915.20 IE=911.73 (SE) IE=911.73 (SW) IE=911.73 (E) IE=911.73 (N) 8 2 L F - 1 2 " S T M S W R @ 0 . 5 2 % 9 5 L F - 1 5 " S T M S W R @ 3 . 9 3 % 10" ROOF DRAIN-207A IE=914.0035 LF - 1 0 " STM S W R @ 6.54 % 10" ROOF DRAIN-209A IE=914.00 STMH-209 RE=916.53 IE=913.36 (S) IE=913.36 (W) IE=913.36 (E) IE=913.36 (N) 61 L F - 1 0 " S T M SW R @ 1 . 0 4 % STMH-208 RE=916.10 IE=913.00 (S) IE=913.10 (E) IE=913.00 (W) 70 L F - 1 2 " S T M S W R @ 0 . 5 2 % 244 LF-15" STM SWR @ 0.52%10" ROOF DRAIN-208A IE=914.00 41 LF-10" STM SWR @ 2.17% CO-210B RE=917.84 IE=912.59 (E)41 LF-6" HDPE @ 1.04% CO-210C RE=915.32 IE=912.59 (W) 41 LF-6" HDPE @ 1.04%CO-209C RE=915.45 IE=913.78 (E)40 LF-6" HDPE @ 1.04% CO-209B RE=917.76 IE=913.73 (W) 35 LF-6" HDPE @ 1.04% CO-502 RE=899.00 IE=898.00 (E) CO-501 RE=899.00 IE=898.00 (E) CO-500 RE=899.00 IE=898.00 (E) TRENCH DRAIN-103A RE=906.40 IE=904.31 (W) IE=904.31 (E) 46 LF-12" ST M SWR @ 0.54 % 105 LF-18" STM SWR @ 0.49% 66 LF-18" STM SWR @ 0.52% ST ST ST PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 P H 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE OVERALL PHOTOMETRIC PLAN300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 PH1011 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 16 4 EE G IR G G G GGGG G G G GGGGG S S SS FOFO FO E FO FOFO FO E T S S S S S S SA N ST O ST O ST O S A N STO SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN S A N SA N SA N BLOCK 2 BLOCK 1 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD SA N SA N SA N SA N SA N SA N ST O ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T SAN WAT STO SAN SAN SAN SAN WA T WA T WA T WA T WA T WA T W A T (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. FO FO FO X X X X X X X X X X X X X XPOH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO STO STO ST O WAT GAS GAS GAS GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G FO MONUMENT SIGN CANOPY PILLAR (TYPICAL) ST O ST O EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E PED RAMP RA I S E D CO N C R E T E EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS ST E E E E DS DS DS 0 0+00.00 PROPOSED BUILDING 4,000 SF FFE=914.00 PROPOSED BUILDING 6,200 SF FFE=914.50 S 8" SANITARY STUB-5A IE=908.63 (W) MH-5 RE=914.69 IE=907.64 (E) IE=907.54 (W) 95 LF-8" PVC @ 1.04% MH-4 RE=914.80 IE=905.67 (E) IE=905.57 (S) 180 LF-8" PVC @ 1.04% S 66 LF-8" PVC @ 1.04% MH-30 RE=912.53 IE=906.12 (N) IE=906.02 (E) 8" SANITARY STUB-31 IE=904.51 145 LF-8" PVC @ 1.04% 8" SANITARY STUB-35 IE=906.45 (S) 32 LF-8" PVC @ 1.04% 6"-45° BEND 6"-45° BEND 5 LF-6" PVC C900 6"-22.5° BEND188 LF-6" PVC C900 6"-22.5° BEND39 LF-6" PVC C900 6"x 6" TEE5 LF-6" PVC C900 6"-45° BEND 32 LF-6" PVC C900 6" WATERMAIN STUB 27 LF-6" PVC C900 HYD. W/AUX. VALVE GRND ELEV=914.0 17 LF - 6" DIP 6" GATE VALVE 62 LF-6" PVC C900 6" WATERMAIN STUB 6" GATE VALVE 4 LF-6" PVC C900 67 LF-6" PVC C900 6" WATERMAIN STUB16 LF-6" PVC C900 MH-3 MH-2 RE=911.12 IE=897.74 (SW) IE=900.35 (S) IE=897.64 (NE) 262 LF-8" PVC @ 0.52% 6" SANITARY STUB-2A IE=901.00 (N) 62 LF-6" PVC @ 1.04% MH-1 RE=906.32 IE=897.45 (SW) IE=889.39 (SE) IE=889.39 (NW) 37 LF-8" PVC @ 0.52% S 12"x 8" TEE8" GATE VALVE 16 LF-8" PVC C900 8"x 8" TEE 10 LF - 8 " PV C C9 0 0 8"-45° BEND 19 0 L F - 8 " P V C C 9 0 0 8"-45° BEND 1 4 L F - 8 " P V C C 9 0 0 8"x 6" TEE 45 LF-8" PVC C9008"-45° BEND 41 LF-8" PVC C900 8"-45° BEND 101 L F - 8 " P V C C 9 0 0 8"x 6" TEE 150 LF-8" PVC C9008"-45° BEND 53 LF-8" PVC C900 8"-45° BEND 7 7 L F - 8 " P V C C 9 0 0 8"-45° BEND96 LF-8" PVC C900 8"-45° BEND 35 L F - 8 " PVC C 9 0 0 8 LF - 8 " PV C C9 0 0 HYD. W/AUX. VALVE 15 LF - 6 " DI P HYD. W/AUX. VALVE15 LF - 6 " DI P CBMH-203 RE=908.93 IE=905.12 (S) IE=905.12 (E) 10 1 L F - 1 5 " S T M S W R @ 4 . 5 7 % STMH-201 RE=911.01 IE=899.78 (W) IE=908.01 (S) IE=899.78 (NE) 111 LF-18" STM SWR @ 0.52% 18" FES-200 6.4 CU YD CLASS III RIPRAP IE=899.50 53 LF- 1 8 " S T M SWR @ 0 . 5 2 % STMH-101 RE=907.19 IE=901.97 (S) IE=901.97 (N) 16 0 L F - 2 4 " S T M S W R @ 0 . 5 2 % FES-100 RE=??? IE=899.50 (S) 41 L F - 2 4 " ST M S W R @ 6.0 2 % CBMH-603 RE=910.97 IE=907.97 (SW) CBMH-602 RE=911.02 IE=907.73 (NE) IE=907.73 (NW) 46 L F - 1 2 " S T M SW R @ 0 . 5 2 % CBMH-601 RE=912.21 IE=906.64 (SE) IE=906.64 (W)209 L F - 1 2 " S T M S W R @ 0 . 5 2 % FES-600 RE=??? IE=906.00 (E) 24 LF-15" STM SWR @ 2.70% 6"-90° BEND 77 LF-8" PVC C900 18" FES-300 IE=899.80 (NE) FES-304 RE=??? IE=899.28 (SW) 13 LF-18" STM SWR @ 7.42% 8"x 6" REDUCER 10" ROOF DRAIN-102A HYD. W/AUX. VALVE 6"x 6" TEE 28 L F - 6 " DI P CBMH-701 RE=911.85 IE=908.20 (E) IE=908.20 (NW) CBMH-702 RE=911.85 IE=908.85 (W) 126 LF-12" STM SWR @ 0.52% CBMH-801 RE=911.65 IE=908.65 (W) IE=908.65 (E) FES-800 17 LF-12" STM SWR @ 0.52% 15" FES-700 4.8 CU YD CLASS III RIPRAP IE=907.788 2 L F - 1 5 " S T M S W R @ 0. 5 2 % CBMH-802 RE=912.65 IE=909.65 (E)192 LF-12" S T M S W R @ 0 . 5 2 % 12" FES-612 IE=903.00 (W) OCS-611 (48" Ø) RE=905.90 IE=904.00 (E) IE=901.00 (NE) IE=901.00 (S) 9 LF-12" STM SWR @ 11.49% 12" FES-610 4.4 CU YD CLASS III RIPRAP IE=900.00 47 L F - 1 2 " S T M SW R @ 2 . 1 1 % CO-613 (6" Ø) RE=904.41 IE=901.00 (W)6" BEND 106 LF-6" PVC @ 0.00% 14 LF-6 " PVC @ 0.00 % CO-614 (6" Ø) RE=904.56 IE=901.00 (W) 6" WYE 118 LF-6" PVC @ 0. 0 0 % 12" FES-712 IE=907.58 (SW) OCS-711 (48" Ø) RE=910.30 IE=908.58 (NE) IE=905.00 (NE) IE=905.00 (S) 9 LF-12" STM SWR @ 11.04% 12" FES-710 4.4 CU YD CLASS III RIPRAP IE=895.00 18 5 L F - 1 2 " S T M S W R @ 5 . 4 1 % CO-713 (6" Ø) RE=908.00 IE=905.00 (S) 6" BEND 31 LF-6" PVC @ 0.00% 12 LF-6" PVC @ 0.00% CO-714 (6" Ø) RE=908.00 IE=905.00 (S) 6" WYE 36 LF-6" PVC @ 0.00% 12" FES-812 IE=906.00 (SE) OCS-811 (48" Ø) RE=908.36 IE=907.13 (NW) IE=904.00 (W) IE=904.00 (SE) 7 LF-12" STM SWR @ 15.95% 12" FES-810 4.4 CU YD CLASS III RIPRAP IE=894.00 74 LF-12" STM SWR @ 13.56% CO-813 (6" Ø) RE=907.00 IE=904.00 (NE) 6" BEND 17 LF-6" PVC @ 0.00% 18 LF-6" PVC @ 0.00% CO-814 (6" Ø) RE=907.00 IE=904.00 (N) 6" WYE 36 LF-6" PVC @ 0.00% CO-402 RE=899.00 IE=898.00 (SW) 46 L F - 6 " P V C @ 6 . 4 9 % CO-401 RE=899.00 IE=898.00 (SW) 46 L F - 6 " P V C @ 6 . 4 9 % CO-400 RE=899.00 IE=898.00 (SW) 46 L F - 6 " P V C @ 6 . 4 9 % 4 LF - 6 " PV C @ 0.0 0 % 15 LF - 6 " PV C @ 0.0 0 % 11 LF- 6 " PV C @ 0.0 0 % 44 LF-6" PVC @ 7.99% STMH-302 RE=906.18 IE=896.98 (SW) IE=892.19 (SE) IE=897.27 (NE) IE=892.19 (NW) OCS-303 RE=904.20 IE=897.50 (SW) IE=900.28 (NE) IE=897.50 (E) OCS-301 RE=904.30 IE=900.80 (SW) IE=897.50 (S) IE=897.50 (NE) STMH-202 RE=911.02 IE=904.54 (W) IE=904.18 (SW) IE=900.12 (E) TRENCH DRAIN-202A RE=906.42 IE=904.33 (SW) IE=904.33 (NE) 18 LF-12 " STM SWR @ 28 LF-1 2 " STM SWR @ 0.52 % 9 5 L F - 1 5 " S T M S W R @ 3 . 9 3 % CO-502 RE=899.00 IE=898.00 (E) CO-501 RE=899.00 IE=898.00 (E) CO-500 RE=899.00 IE=898.00 (E) 105 LF-18" STM SWR @ 0.49% 66 LF-18" STM SWR @ 0.52% ST PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ C I V I L \ 0 0 2 9 6 1 2 . 0 0 P H 0 1 . D W G PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE COMMERCIAL PHOTOMETRIC PLAN300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 50' PROJECT NUMBER: 0029612.00 PH1021 2 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . 16 5 DRAINAGE AND UTILITY EASEMENT PER THE PLATS OFBASS LAKE PLAZA, BASS LAKE PLAZA 3RD ADDITION &BASS LAKE PLAZA 4TH ADDITION (EX. 22) DRAINAGE AND UTILITY EASEMENT PER THE PLATS OFBASS LAKE PLAZA, BASS LAKE PLAZA 3RD ADDITION &BASS LAKE PLAZA 4TH ADDITION (EX. 9 & 22) BUILDINGHEIGHT=14.1 FT. EDGE OF WOODS EDGE OFWOODS PARCEL 1 PARCEL 2 PARCEL 3 PARCEL 4 N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ E X H I B I T \ 0 0 2 9 6 1 2 . 0 0 X B 0 1 . D W G 07/21/22 BA S S L A K E R O A D M I X E D U S E PLYMOUTH, MN BASS LAKE ROAD MIXED USE 300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BASS LAKE ROAD PUD LOCATION MAP 1 1 OF BCW BCW JN ENCLAVE DEVELOPMENT DATE: PREPARED FOR: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 SHEET NUMBER: FIELD WORK DATE:. .FIELD CREW: DRAWN: CHECKED: DESIGNED: 0'200'400' © 2022 Westwood Professional Services, Inc. Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROJECT NUMBER: 0029612.00 (NOT TO SCALE) VICINITY MAP SITE PLYMOUTH 16 6 BLOCK 2 BLOCK 1 NA T H A N L A N E N . 56TH AVENUE N. 57TH AVE. N. (COUNTY ROAD NO. 10) BASS LAKE ROAD (V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y ) 56TH AVE. N. ∆ ∆ (VARIABLE WIDTH DEDICATED PUBLIC RIGHT OF WAY) (66 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) BUILDING HEIGHT=14.1 FT. X X X X X X X X X MONUMENT SIGN CANOPY PILLAR (TYPICAL) PAR K I N G A R E A PA R K I N G A R E A ZONE X ZONE X ZONE X ZONE X Z O N E X ZONE A ZONE A Z O N E A ZONE A EX I S T I N G B U I L D I N G 30 1 9 S Q . F T . FF E = 9 1 5 . 6 5 GA T E PED RAMP RA I S E D CO N C R E T E ZONE X EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS EDGE OF WOODS 0 1 2 3 4 5 6 7 0+00.00 7+ 3 4 . 2 2 WETLAND BUFFER TO REMAIN UNDISTURBED WETLAND BUFFER TO REMAIN UNDISTURBED AREA = 3.00 A.C. AREA = 0.72 A.C. PERMIT PLANS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'60'120'180' PROPERTY LINE EXISTING PROPOSED LEGEND N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ E X H I B I T \ 0 0 2 9 6 1 2 . 0 0 X B 0 2 . D W G 1 PLYMOUTH, MN 01/12/23 BCW BCW JN BASS LAKE ROAD MIXED USE PLAT MONITORING INFO SHEET300 23RD AVENUE E, SUITE 300 FARGO, ND 58078 BA S S L A K E R O A D M I X E D U S E 08/05/22 2690801/12/23 BRAD C. WILKENING ENCLAVE DEVELOPMENT © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 12/22/22 01/12/23 . . . CITY COMMENTS PUD FINAL PLANS . . . ### PROJECT NUMBER: 0029612.00 WETLAND LINE WETLAND BUFFER LINE WETLAND BUFFER SETBACK LINE FEMA BOUNDARY LINE TOTAL SITE AREA 18.96 ACRES AREA OF WETLAND, BUFFERS, AND 100 YR FLOOD 3.72 ACRES 16 7 EE GIR G G G GGGG G G G GGGGG S S ST SS S S S S S FO S S FO S FOFO FO E FO FOFO FO E T S S S S S SA N ST O STO STO ST O ST O SA N SA N SA N SA N SA N SA N SA N SANSANSAN WATWATWAT STOSTOSTOSTO SANSAN WATWATWATWAT STOSTOSTO S A N S A N WA T WA T WA T WA T SA N SA N SA N SA N SAN SAN SAN SA N S A N SA N SA N SA N SA N ST O ST O SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WA T WA T STO STO SAN SAN ∆ WA T WA T WA T WA T WA T FO FO FO X X X X X X X X X X X X X X X X POH POH POH POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH STO STO E GAS GAS GA S GA S GA S GA S GASGASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FO DS DS DS 91 4 914 918 920 916916 914 912 910 908 906 904902 900 91 2 908 9 0 6 904 90 2 90 0 89 8 89 6 89 4 894 896898900 902 910 916 89 4 892 906 908 908 892894 896 898 900 902 904 906 908 906 904 902 898 896 894 900 916 912 914 914 910 916 918 920 918 916 916 9 1 4 9 1 2 910 908 906 904 902900 89 8 910 912 914 91 6 918 918918 918 916 914 9 1 6 9 1 4 9 1 2 910 910 912 9 1 6 92 2 9 2 0 9 1 8 9 1 6 914 918 91 6 91 6 916 9 1 4 900 902 904 906908910912 914 89 6 898 900 916 894 894 914 912 910 908 906 904 90 0 898 920 918 916 912 ST O ST O ST O ST O 890 E E E ST 902 894 S 1 : 6 ( L=1 3 0 . 5 8 R=3 3 1 . 9 7 © 6 : 6 : 1 : 6 : 6 ( 6 ( 1 : L= 8 4 . 9 0 R= 2 4 1 . 4 4 © L = 4 7 . 7 2 R = 3 2 1 . 4 4 © 5 0 . 0 0 6 ( 77.1 26 ( 10 4 . 5 8 6 ( 106.33 1 ( 103.65 6 ( 1 2 0 . 8 0 6 ( 69 . 9 6 6 : L = 1 1 3 . 0 3 R= 3 2 1 . 4 4 © 5 0 . 0 0 6 ( L = 8 4 . 9 0 R = 2 4 1 . 4 4 © 74 . 3 0 6 : 54.90 6 ( 47 . 7 2 6 : 1 ( 43. 7 7 1 ( 7.00 LOT 1 LOT 2LOT 3 LOT 1 BLOCK 1 BLOCK 2 EDGE OF WATER EDGE OF WATER WETLAND SETB A C K WETLAND SETBACK WETLAND SETBACK 148 203 32 8 55 199 400 115 184 441 DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 5TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 5TH ADDITION DRAINAGE, PONDING AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA & HICKORY HILLS VILLAS SANITARY SEW E R E A S E M E N T P E R D O C . N O . 5 3 4 6 6 6 3 AND SHOWN O N T H E P L A T S O F H I C K O R Y H I L L S VILLAS & BASS L A K E P L A Z A 5 T H A D D I T I O N DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF HICKORY HILLS VILLAS & BASS LAKE PLAZA 5TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DR A I N A G E A N D U T I L I T Y EA S E M E N T P E R T H E P L A T O F B A S S LA K E P L A Z A 4 T H A D D I T I O N DRAINAGE EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DRAINAGE EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA, BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA, BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF BASS LAKE PLAZA 4TH ADDITION DRAINAGE AND UTILITY EASEMENT PER THE PLATS OF BASS LAKE PLAZA 3RD ADDITION & BASS LAKE PLAZA 4TH ADDITION DRAINAGE EASEMENT PER THE PLATS OF BASS LAKE PLAZA & BASS LAKE PLAZA 3RD ADDITION LIMITATION OF RIGHTS OF ACCESS PER DOC. NO. 995313 UTILITY E A S E M E N T P E R DOC. N O . 5 2 5 3 5 9 2 DRAINAGE EASEMENT AND RETAINED RIGHTOF ACCESS PER DOC.NO. 4586977 UTILITY EASEMENT PER DOC. NO. 5352352 NO DRIVEWAY ACCES TO BASS LAKE ROAD PER DOC. NO. A10146903 TRAIL EASEMENT PER DOC. NO. A10147238 WETLAND PARCEL 1 PARCEL 3 PARCEL 2 PARCEL 4 PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED RIGHT-OF-WAY 213 11 1 L = 6 9 3 . 5 5 R = 4 4 0 . 0 0 © 10 10 350 38 81 PROPOSED RIGHT-OF-WAY N: \ 0 0 2 9 6 1 2 . 0 0 \ D W G \ S U R V E Y \ 0 0 2 9 6 1 2 - P P . D W G 1 PROJECT NUMBER: 0029612.00 PLYMOUTH, MN 08/03/2022 . MJW ACW © 2 0 2 2 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . COUNTY ROAD 10 AND NATHAN LANE PRELIMINARY PLAT 1 2ND STREET NORTH, STE. 102 FARGO, ND 1 08/03/2022 ENCLAVE SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone (320) 253-9495 1900 Medical Arts Ave S, Suite 100 Fax (320) 358-2001 Sartell, MN 56377 Toll Free (800) 270-9495 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 80' 0'80'160'240' 1" = 80' Parcel 1: Outlot A, Bass Lake Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota Abstract and Torrens Property Parcel 2: Those parts of the Northeast Quarter of the Southeast Quarter AND of the Northwest Quarter of the Southeast Quarter, Section 1, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence South 89 degrees 40 minutes 21 seconds West, along the North line of said Northwest Quarter of the Southeast Quarter, a distance of 330.00 feet; thence South 00 degrees 13 minutes 56 seconds East, parallel with the East line of said Northwest Quarter of the Southeast Quarter, a distance of 81.23 feet to the point of beginning of the property to be described; thence continuing South 00 degrees 13 minutes 56 seconds East, parallel to said East line, a distance of 380.77 feet; thence North 89 degrees 40 minutes 21 seconds East, parallel with said North line, a distance of 330.00 feet to said East line; thence North 00 degrees 13 minutes 56 seconds West, along said East line, a distance of 167.00 feet; thence North 89 degrees 42 minutes 04 seconds East a distance of 295.00 feet; thenceNorth 00 degrees 13 minutes 56 seconds West, parallel with said East line, a distance of 176.32 feet; thence North 84 degrees 03 minutes 55 seconds West a distance of 299.55 feet, passing through a point in said East line distant 86.46 feet Southerly from the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence North 89 degrees 28 minutes 06 seconds West a distance of 327.12 feet to the point of beginning. Hennepin County, Minnesota Abstract Property Parcel 3: Lot 1, Block 1, Bass Lake Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Abstract Property Parcel 4: Lot 1, Block 1, Bass Lake Plaza 5th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Abstract Property LEGAL DESCRIPTION EXCEPTION PER TITLE The following notes correspond to the numbering system of Schedule B II of the above mentioned title commitment. Items 1-8, 12, 13, 18, 20, 21, 25, 26 & 28 are not survey matters. 9. Easement for utilities and drainage as shown on the recorded plat of Bass Lake Plaza and Bass Lake Plaza 4th Addition. (Shown as recitals on the Certificate of Title) 10. Subject to a limitation of the right of access from part of Outlot A, Bass Lake Plaza 4th Addition to County State Aid Highway No. 18 and No. 10 as acquired by the County in Warranty Deed filed as Document No. 995313. (Shown as a recital on the Certificate of Title) (Parcel 1) S 11. Subject to Hennepin County State Aid Highway No. 18, Plat 32 filed September 2, 1976, as Document No. 1188914; as directed by Resolution filed October 1, 1970, as Document No. 979240. (Parcel 1) 14. Subject to Hennepin County State Aid Highway No. 18, Plat 32 filed September 2, 1976, as Document No. 4230435. (Parcels 2, 3 and 4) 15. Subject to Hennepin County State Aid Highway No. 10, Plat 8 filed January 8, 1971, as Document No. 3867013. 16. Rights of access to and from County State Aid Highway No. 10 as evidenced in Warranty Deed dated January 27, 1971, filed April 1, 1971, as Document No. 3876994; Notice of Lis Pendens filed April 13, 1971, as Document No. 3878602; and Conveyance and Extinguishment of Right of Access dated August 18, 1972, filed February 2, 1973, as Document No. 3998473. 17. Easement for utility purposes in favor of the City of Plymouth, a Minnesota municipal corporation, contained in Easement dated March 30, 1987, filed April 15, 1987, as Document No. 5253592. (Parcel 2) 19. Easement for drainage purposes and retained rights of access to and from County State Aid Highway No. 10 and County State Aid Highway No. 18 as reserved in Quit Claim Deed dated August 26, 1980, filed September 10, 1980, as Document No. 4586977. (Parcel 2) 22. Easement for utilities and drainage as shown on the recorded plats of Bass Lake Plaza, Bass Lake Plaza 3rd Addition, Hickory Hills Villas, Bass Lake Plaza 4th Addition and Bass Lake Plaza 5th Addition. 23. Easement for sanitary sewer purposes in favor of the City of Plymouth, a Minnesota municipal corporation, contained in Easement dated November 13, 1987, filed November 13, 1987, as Document No. 5346663. 24. Easement for utility purposes in favor of the City of Plymouth, a Minnesota municipal corporation, contained in Easement dated November 20, 1987, filed November 30, 1987, as Document No. 5352352.(Parcel 2) 27. Terms and conditions of and rights of access contained in Resolution No. 2014-373 adopted December 9, 2014, filed December 19, 2014, as Document No. A10146903. (Parcel 4) 29. Easement for trail purposes, in favor of the City of Plymouth, a Minnesota municipal corporation, contained in Easement dated December 18, 2014, filed December 22, 2014, as Document No. A10147238. (Parcel 4) GUY WIRE FLARED END SECTION SANITARY MANHOLE CATCH BASIN SEWER CLEANOUT POWER POLE ELECTRIC BOX ELECTRIC METER SIGN NATURAL GAS METER STREET LIGHT MAIL BOX STEEL/WOOD POST POWER OVERHEAD POWER UNDERGROUND WATERMAIN FIBER OPTIC SANITARY SEWER STORM SEWER GATE VALVE GAS LINE HYDRANT HAND HOLE/JUNCTION BOX STORM MANHOLE LEGEND NATURAL GAS VALVE FENCE LINE CURB & GUTTER FOUND MONUMENT FLAG POLE TREE LINE GAS POH PUG SAN STO WAT FO S CO ST E E G G MAIL X HH EASEMENT LINE SECTION LINE LOT LINE BOUNDARY LINE RIGHT-OF-WAY LINE FIBER OPTIC PEDESTALFO SET MONUMENT Area: Subject property contains: Block 1 Lot 1 - 492,937 Sq. Ft. or 11.316 Acres Lot 2 - 118,408 Sq. Ft. or 2.718 Acres Lot 3 - 57,293 Sq. Ft. or 1.315 Acres Block 2 Lot 1 - 113,531 Sq. Ft. or 2.606 Acres Right-of-Way 43,115 Sq. Ft. or 0.990 Acres Total - 867,362 Sq. Ft. or 19.912 Acres GENERAL NOTES Owner Information: M.G. Astleford Company and The Astleford Family Limited Partnership Developer Information: Enclave 1 2nd Street North, Ste. 102 Fargo, ND Surveyor Information: Westwood Professional Services 12071 Whitewater Drive, Suite 300 Minnetonka, MN DEVELOPER INFORMATION 1. Date of preparation: 08/04/2022 2. The address of the surveyed property is: Parcel 1-unassigned, Parcel 2-unassigned, Parcel 3-5750 Nathan Lane N., Plymouth, MN & Parcel 4-unassigned. 3. Contours are processed at 1 foot intervals from survey data obtained during the process of fieldwork. MNDOT monument "FORD RESET" was used as a vertical benchmark with the elevation of 914.11 (NAVD88). 5. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. (State One Call Ticket Nos. 202652318 & 202652357). 6. Bearings based on the Hennepin County coordinate system, (NAD 83 - 1986 Adjustment). NOTES SETBACK LINE 08/10/2022 - UPDATE WITH R.O.W. AREA. ACW 12/08/2022 - ADDITIONAL R.O.W. AREA. ACW 16 8 DEVELOPMENT CONTRACT (Developer Installed Improvements) BASS LAKE PLAZA 6TH ADDITION (2023002) AGREEMENT dated _______________, 2023, by and between the CITY OF PLYMOUTH, a Minnesota municipal corporation (“City”), and THE BROOKS OF PLYMOUTH, LLC, a limited liability company (the “Developer”). 1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for Bass Lake Plaza 6th Addition (referred to in this contract as the "plat"). The land is situated in the County of Hennepin, State of Minnesota, and is legally described as: Parcel 1: Outlot A, Bass Lake Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Parcel 2: Those parts of the Northeast Quarter of the Southeast Quarter AND of the Northwest Quarter of the Southeast Quarter, Section 1, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence South 89 degrees 40 minutes 21 seconds West, along the North line of said Northwest Quarter of the Southeast Quarter, a distance of 330.00 feet; thence South 00 degrees 13 minutes 56 seconds East, parallel with the East line of said Northwest Quarter of the Southeast Quarter, a distance of 81.23 feet to the point of beginning of the property to be described; thence continuing South 00 degrees 13 minutes 56 seconds East, parallel to said East line, a distance of 380.77 feet; thence North 89 degrees 40 minutes 21 seconds East, parallel with said North line, a distance of 330.00 feet to said East line; thence North 00 degrees 13 minutes 56 seconds West, along said East line, a distance of 167.00 feet; thence North 89 degrees 42 minutes 04 seconds East a distance of 295.00 feet; thence North 00 degrees 13 minutes 56 seconds West, parallel with said East line, a distance of 176.32 feet; thence North 84 degrees 03 minutes 55 seconds West a distance of 299.55 feet, passing through a point in said East line distant 86.46 feet Southerly from the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence North 89 degrees 28 minutes 06 seconds West a distance of 327.12 feet to the point of beginning, Hennepin County, Minnesota. Parcel 3: Lot 1, Block 1, Bass Lake Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Parcel 4: Lot 1, Block 1, Bass Lake Plaza 5th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. (collectively the “Property” or “Land”). Following recording of the “final” plat, the Property shall be legally described as follows: A. Lot 1, Block 1, ________________________________ (the “Apartment Parcel”) 169 – 2 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx B. Lot 2, Block 1,________________________________ (the “West Commercial Parcel”) C. Lot 3, Block 1, _______________________________ (the “C-Store Parcel”) D. Lot 1, Block 2, _______________________________ (the “East Commercial Parcel”) The project that the Developer and its affiliates intend on constructing on the land includes a market-rate apartment on the Apartment Parcel, commercial buildings on the West Commercial Parcel and East Commercial Parcel and continuing the operation (by a tenant) of a C-Store/gas station on the C Store Parcel. 2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that the Developer enter into this contract, furnish the security required by it, and record the plat with the county recorder or registrar of titles within 100 days after the City Council approves the final plat. 3. RIGHT TO PROCEED. Unless separate written approval has been given by the City, within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: A. This agreement has been fully executed by both parties and filed with the City Clerk; and B. The necessary security has been received by the City; and C. The plat has been recorded with the Hennepin County Recorder's Office. 4. CHANGES IN OFFICIAL CONTROLS. For two years from the date of this contract, no amendments to the City's comprehensive plan or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved final plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City's comprehensive plan, official controls, platting, or dedication requirements enacted after the date of this contract. 5. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following plans - (collectively referred to as the “Approved Plans”). The plans shall not be attached to this contract. If the plans vary from the written terms of this contract, the written terms shall control. The plans are: Plan A – Plat Plan B – Cover Sheet Plan C – Existing Conditions & Removal Plan Plan D – Tree Inventory Plans (5 pages) Plan E – PUD Plan Plan F – Multi-Family Site Plan Plan G – Commercial Site Plan Plan H – Street and Street Sign Plan Plan I – Wetland Buffer and FEMA Boundary Plan Plan J – Multi-Family Grading Plan (2 pages) 170 – 3 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx Plan K – Commercial Grading Plan Plan L – Multi-Family Erosion Control Plan Plan M – Commercial Erosion Control Plan Plan N – Multi-Family Sanitary Sewer & Watermain Plan Plan O – Sanitary Sewer Profile Plan P – Commercial Sanitary Sewer & Watermain Plan Plan Q – Multi-Family Storm Sewer Plan Plan R – Commercial Storm Sewer Plan Plan S – Storm Sewer Profiles (2 pages) Plan T – Site Details Plan U – Grading & Erosion Control Details Plan V – Sanitary Sewer & Watermain Details Plan W – Storm Sewer Details Plan X – Multi-Family and Commercial Landscape Plans (3 pages) Plan Y – Landscape Notes & Details Plan Z – Photometric Plans – Overall & Commercial (2 pages) 6. IMPROVEMENTS. The Developer shall install and pay for the following improvements (the “Developer Installed Improvements”): A. Sanitary Sewer B. Watermain C. Storm Sewer System D. Retaining Walls E. Surface Water Facilities (pipe, ponds, etc.) F. Filtration Basin G. Grading and Erosion Control H. Sidewalks and Trails I. Street Lighting J. Underground Utilities K. Street Signs and Traffic Control Signs L. Landscaping Required by Section 21130.03 of the Zoning Ordinance M. Tree Preservation/Protection N. Wetland Buffers O. Monuments Required by Minnesota Statutes P. Lighting The Developer Installed Improvements shall be installed in accordance with the City’s subdivision regulations and the City’s engineering guidelines/standard detail specifications. The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the city engineer or designee. The Developer shall instruct its engineer to provide full-time field inspection personnel in order for the Developer's engineer to be able to certify that the construction work meets the approved City standards as a condition of City acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer, its contractors and subcontractors, shall follow all commercially reasonable instructions received from the City's inspectors. The Developer and/or the Developer’s engineer shall 171 – 4 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or his or her engineer shall schedule a pre-construction meeting at a mutually agreeable time at City Hall with all parties concerned, including the City staff, to review the program for the construction work. All labor and work shall be done and performed in the best and most workmanlike manner and in strict conformance with the approved plans and specifications. No material deviations from the approved plans and specifications will be permitted unless approved in writing by the city engineer or designee. The Developer agrees to furnish to the City the contact information for the general contractor retained by the Developer for the performance of the work required by the contract. The Developer shall not do any work or furnish any materials not covered by the plans and specifications and special conditions of this contract, for which reimbursement is expected from the City, unless such work is first approved in writing by the city engineer or designee. 7. ADMINISTRATION OF DEVELOPMENT CONTRACT. The Developer shall provide to the City a cash escrow to pay for the costs of administering this contract. Administrative costs include but are not limited to preparation of the contract, City recording fees for documents required as part of the development, monitoring of construction observation, consultation with the Developer and his/her engineer on status or problems regarding the project, plan review, coordination for testing, periodic and final inspections and acceptance, project monitoring and inspections during warranty periods, and processing requests for reduction or release of security, for all public improvements covered by the development contract. The cash escrow deposit shall be $15,000 (calculated at roughly 1% of the estimated cost of proposed improvements, as shown in the Summary of Security Requirements). If, at any time prior to completion of the development contract administration process, the balance in the cash escrow account is depleted to less than 10% of the originally required cash escrow amount, the Developer shall deposit additional funds in the cash escrow account as determined by the City. Any balance remaining in the cash escrow account upon completion of the development contract administration process shall be returned to the Developer after all claims and charges thereto have been deducted. 8. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and City Planning Commission members, and corporations, partnerships, and other entities in which such individuals have greater than a 25% ownership interest or in which they are an officer or director may not act as contractors or subcontractors for any of the public improvements included in Paragraph 6 above. 9. PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to: Hennepin County Federal Emergency Management Agency (FEMA) Floodplain approval Minnesota Department of Health for watermains connections Minnesota Pollution Control Agency (MPCA) Minnesota Department of Natural Resources (MN DNR) 172 – 5 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx Metropolitan Council Environmental Services - sanitary sewer connections (MCES) Army Corps of Engineers Shingle Creek Watershed permits City of Plymouth building permits 10. TIME OF PERFORMANCE. The Developer Installed Improvements shall be completed by October 31, 2024. 11. LICENSE. The Developer hereby grants the City, its agents, employees, officers, and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 12. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility construction, and street construction is restricted to access to the subdivision via Bass Lake Road (County Road 10) to Nathan Lane. No construction traffic is permitted on other adjacent local streets unless permission is granted by the City Engineer. 13. CONSTRUCTION PARKING/STAGING. Construction parking and staging shall occur on the site of the plat. 14. GRADING PLAN. The plat shall be graded in accordance with the approved Grading, Drainage and Erosion Control Plans (Plans G and U). The plans shall conform to City of Plymouth standards. The Developer shall have the responsibility for site grading through completion of the project including installation of any sod, trees and required landscaping (identified on the approved plans and specifications), as addressed under the Warranty section of this agreement. Within 30 days after completion of the grading, the Developer shall provide the City with a "record" grading plan certified by a registered land surveyor or engineer indicating that all ponds, swales, and any ditches that have been constructed on public easements or land owned by the City. The "record" plan shall contain site grades and field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, emergency overflows, wetlands, wetland mitigation areas if any, ditches, locations and dimensions of borrow areas/stockpiles; c) lot corner elevations and house pads; and d) top and bottom of retaining walls. All lots with house footings placed on fill must be monitored and constructed to meet or exceed FHA/HUD 79G specifications. The Developer must certify that this has been done correctly. Prior to City acceptance of the grading improvements and a full release of financial sureties, the Developer shall provide the City with final “record” plans, in accordance with the City’s most recent Engineering Guidelines and the Developer shall verify that all final grades, after house construction and final lot grading, meet the approved grading plan. 15. EROSION CONTROL. Prior to initiating site grading, the Erosion Control Plan (Plan G) shall be implemented by the Developer and inspected and approved by the City. Erosion 173 – 6 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx control practices must comply with the Minnesota Pollution Control Agency’s best management practices. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded within 7 days after the completion of the work or in an area that is inactive for up to 7 days unless authorized and approved by the city engineer in writing. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding standards. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City; the City, following reasonable written notice to Developer, may take such action as it deems appropriate to control erosion at the Developer’s expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten days, the City may draw down the security to pay any costs. No development, utility or street construction will be allowed, and no building permits will be issued unless the plat is in full compliance with the approved erosion control plan. 16. STREET MAINTENANCE DURING CONSTRUCTION. The Developer shall be responsible for all street maintenance during the construction process. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on same and to direct attention to detours. If and when streets become impassable, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the Developer shall ensure that the streets are passable to traffic and emergency vehicles. The Developer shall be responsible for keeping streets within and without the subdivision swept clean of dirt and debris that may spill, track, or wash onto the street from the Developer’s operation. The Developer shall contract for street cleaning within and immediately adjacent to the development. At a minimum, scraping and sweeping shall take place on a weekly basis. A copy of this contract shall be approved by the City before grading is started. The contract shall provide that the City may direct the contractor to clean the streets and bill the Developer. 17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this contract, the improvements lying within public easements or right-of-way shall become City property. The City shall accept responsibility for operation and maintenance of stormwater facilities lying within the public easements. Prior to acceptance of the improvements by the City, the Developer must furnish the following affidavits: - Contractor’s certificate - Engineer’s certificate - Land surveyor’s certificate - Developer’s certificate The above affidavits shall certify that all construction has been completed in accordance with the terms of this contract. 174 – 7 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx Prior to City acceptance of public improvements and a full release of financial sureties, the Developer shall provide the City with final “record” plans, in accordance with the City’s most recent Engineering Guidelines. Upon City receipt and verification of the affidavits, and upon receipt of “record” plans acceptable to the City, the city engineer will accept the completed public improvements. 18. PARK DEDICATION. The Developer shall pay a cash contribution of $1,794,640 in satisfaction of the City’s park dedication requirement. The charge was calculated in accordance with Section 528 of the City’s subdivision regulations. The cash fee shall be payable prior to the City’s release of the signed final plat mylars. 19. WATERMAIN. Parcel 4 of the plat is subject to a trunk watermain special assessment under Minnesota Statutes Chapter 429. The assessment rate is adjusted annually. The 2023 rate is $5,134 per acre. If this contract is signed by the Developer and City in 2023, the assessment amount is calculated as follows: 2.61 acres minus 0.01 acres of wetland minus 0.28 acres of delineated watercourse = 2.32 acres x $5,134 per acre = $11,910.88. If this contract is signed in another year, that years per acre rate will be used in the calculation. The assessment will be divided evenly among the lots and blocks in the final plat. The assessment will be spread over five years at 3.33% interest on the unpaid balance. The assessment shall be deemed adopted on the date this contract is signed by the City. The Developer waives any and all procedural and substantive objections to the special assessment, including but not limited to, hearing requirements and any claim that the assessment exceeds the benefit to the property. The Developer waives any appeal rights otherwise available pursuant to M.S.A. 429.081. 20. SANITARY SEWER. This plat is not subject to a trunk sanitary sewer special assessment. 21. PUBLIC ROADWAY CONSTRUCTION Pending City Council approval, the City will reconstruct Nathan Lane & 56th Avenue adjacent to the plat in 2023, possibly extending into 2024, but no later than October 31, 2024. This City Capital Improvement Project (CIP) will be consistent with the City’s assessment policy to partially fund CIP projects by using a special assessment to benefit property owners. The Developer waives any and all procedural and substantive objections to the CIP special assessment(s), up to $200,000 in aggregate total of benefiting properties within the plat (the “Special Assessment”), including, but not limited to, hearing requirements and any claim that the assessment exceeds the benefit to the property. The Developer waives any appeal rights otherwise available pursuant to M.S.A. 429.081. The Developer shall notify the City on the allocation of the Special Assessment between the Apartment Parcel, West Commercial Parcel, East Commercial Parcel, and the C-Store Parcel. The Special Assessment may be paid in equal, semi-annual payments, including an interest rate percentage in accordance with City of Plymouth assessment policy. 22. BUILDING PERMITS/CERTIFICATES OF OCCUPANCY. A. No building permits shall be issued until the final plat is recorded. 175 – 8 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx B. Prior to the issuance of building permits, 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: 1. File and provide proof of recording for the final plat and all easements and agreements with Hennepin County. 2. Submit and receive approval of the required PUD final plan for the buildings. 3. Complete grading operations and provide a grading certificate as certified by the licensed project engineer for the lot and block where the building is to be located. 4. Install and request inspection of tree protection fencing and silt fencing. 5. The lowest floor elevations must comply with FEMA floodplain requirements and the 1.5-foot higher than the emergency overflow elevation requirement. 6. Submit a copy of the declaration of easements, covenants, conditions, and restrictions (ECCR) access between the C-Store Parcel and the West Commercial Parcel for City review. The ECCR document shall address responsibilities for maintenance, repair, and replacement of Developer-installed improvements including, but not limited to, applicable drive aisles, sidewalks, trails, water quality features, signage, and other similar or common site features between the C-Store Parcel and the West Commercial Parcels. 7. Obtain City approval of final fire department plans, including: Fire related comments related to the multi-family residential building: i. Provide fire flow calculations. ii. Provide fire sprinklers throughout. iii. Fire department connection (FDC) shall be placed near front door. iv. Fire alarm panel must monitor the sprinkler system and detectors that are required. A UL certificate is required. v. Fire hydrants must be placed all around building, per City spacing requirements. One hydrant must be placed within 50 feet of the FDC. vi. Three fire department lock boxes will be required, main entrance, east and west stair entrances. vii. 12-inch-high address numbers are required on west and south side of building. Fire related comments related to the commercial buildings: viii. Provide fire flow calculations. ix. Provide fire sprinkler throughout. x. Fire department connection (FDC) shall be placed near front door. A fire hydrant is required within 50 feet of the FDC. xi. Fire alarm panel is required to monitor the fire sprinkler system. A UL certificate is required. xii. Fire department lock box is required at main entrance. xiii. East building will be required to have directional sign at south drive entrance of the gas station showing the address numbers of and arrow of new building. C. Prior to the occupancy of any buildings, the following items shall be addressed: 1. Construction of the ponding and drainage system shall be completed. 176 – 9 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx 2. All permanent wetland buffer monument signs shall be installed pursuant to ordinance requirements. D. Breach of the terms of this contract by the Developer, including nonpayment of billings or fees from the City, shall be grounds for denial of building permits, including lots sold to third parties, and the halting of all work in the plat. If any billing or fee is not paid within six (6) months of issuance, the City reserves the right to draw down the letter of credit for said billing or fee, with an additional ten (10) days’ notice prior to draw down. E. If building permits are issued prior to the acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, Developer, their contractors, subcontractors, materialmen, employees, agents, or third parties. No sewer and water connection permits may be issued until the streets needed for access have been paved with a bituminous surface and the utilities are tested and approved by the city engineer or designee. 23. STREET REGULATORY SIGNS/TRAFFIC CONTROL SIGNS. The Developer shall install traffic control and fire lane signs within the development in accordance with the plan approved by the city engineer and Minnesota Manual of Uniform Traffic Control Devices (MMUTCD). All signs must be installed prior to final building inspection approval or earlier, if necessary, as determined by the city engineer or fire inspector. 24. RESPONSIBILITY FOR COSTS. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the plat, including but not limited to legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the plat, the preparation of this contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the plat. B. The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. The Developer shall reimburse the City for costs incurred in the enforcement of this contract, including engineering and attorneys' fees. D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this contract. This is a personal obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. 177 – 10 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this contract within 30 days after receipt. Bills not paid within 30 days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as but not limited to sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. 25. SPECIAL PROVISIONS. The following special provisions shall apply to plat development: A. The Developer shall post a security for the final placement of all subdivision iron monuments. The security was calculated as shown in the Summary of Security Requirements at $100.00 per iron. The security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. B. The Developer shall supply a complete set of the approved construction plans in an AutoCAD.DWG electronic file format before the preconstruction conference. C. The Developer shall include the “City of Plymouth’s Standard Detail Specifications” (all applicable sections) in the contract documents of their improvement project. D. Other requirements: 1. Prior to commencement of grading operations, or other site preparation work, the Developer shall: a. Install and request inspection of all required pre-disturbance erosion control best management practices including, but not limited to, perimeter controls, rock construction entrances, and inlet protection. b. Update the plans and specifications to be in conformance with the rules set forth in the City of Plymouth Engineering Guidelines & Standard Detail Specifications for Sanitary Sewer, Watermain, Storm Sewer and Street Construction, dated January 2022, and: i. Staff approval of implementation of Engineering Guidelines and Specifications. ii. Confirm Storm Water Report, Stormwater Pollution Prevention Plan, and Erosion Control Plan approved by staff in accordance with applicable rules. iii. Confirm consistency of easements with proposed infrastructure as detailed by City Specifications. iv. Provide documentation that all environmental-related permits have been received and obtain all applicable agency permits or approvals that are required including, but not limited to, those from MnDOT, Hennepin County, Shingle Creek Watershed Districts, Metropolitan Council Environmental Services, Minnesota Pollution Control Agency, Minnesota Department of Health, Minnesota Department of Natural Resources (MnDNR), Army Corps of Engineers, Federal 178 – 11 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx Emergency Management Agency (FEMA), as well as the NPDES permit. c. Demonstrate compliance with City and watershed requirements pertaining to drainage, treatment of runoff, and runoff rates. Note that approval of the storm water management plan for this development remains pending until approval by the watersheds, WCA, MN DNR, and Army Corps of Engineers is obtained. e. Provide a snow storage/snow removal plan and chloride management plan for the site. f. Revise the plat to include the standard 6-foot side and rear yard, and 10-foot front yard drainage and utility easements, including areas within wetland buffers, and existing and proposed utilities. g. Revise the site plans to identify the proposed setbacks of buildings, parking spaces and drive aisles to property lines to meet setback requirements. h. Revise the site plan to include bike parking (bike racks) in both the multi- family residential and retail properties. i. Revise the site plan to remove any proposed retaining walls from drainage and utility easements. j. Provide additional details on the architecture on the commercial portion of the PUD and demonstrate how it is compatible with the architecture of the multi-family building to support the mixed-use development. k. Provide/identify house-side shielding of light fixtures (if located within 300 feet of residential property). l. Revise the site plan to include trails (8-foot wide) extending from the existing sidewalk along the west side of Nathan Lane within the ROW from just north of 57th Avenue to Bass Lake Road, along the east side of Nathan Lane within the ROW from the northernmost entrance to the multi-family building parking lot to Bass Lake Road and 8-foot trail within the ROW on the north side of the property, along Bass Lake Road, from Nathan Lane to the Highway 169 interchange. m. Provide a 10-foot-wide trail easement along the north side of the property, along Bass Lake Road, from Nathan Lane to the Highway 169 interchange. 2. Prior to recording the final plat, the Developer shall: a. Execute the development contract and provide the related financial guarantees and fees. b. Execute the Storm Water Maintenance Agreements. c. Execute any Rain Garden Maintenance Agreements, as applicable. d. Receive City approval of final construction plans. e. Compliance with all fire codes, including those for hydrant location and fire lane signage. f. Pay the required park dedication fee. g. Provide all required easements and agreements. 179 – 12 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx 3. PUD flexibility is approved to allow: a. reduced parking for the multi-family building at 1.7 parking spaces where 2.0 is required: and b. Up to 14.5 percent efficiency or alcove units where up to 10 percent is permitted. 4. Connection to all City utilities must be witnessed and inspected by City staff. The Developer shall provide proper notice of connection to the City. Connections to the City water system that require a water shut down may be required to occur at nighttime. 5. Trash and recyclables generated by residential buildings shall be stored inside the apartment building. Trash and recyclables generated by commercial buildings shall be stored in dumpster enclosures that are designed to match the materials of the commercial buildings. Dumpsters shall be located such that they prevent illicit discharge into the storm sewer system. 6. All site lighting for the development shall be designed to match throughout the development. 7. Sidewalks along the north side of 56th Avenue and the east side of Nathan Lane and sidewalks within the site shall be owned and maintained by the developer. 8. No recreational vehicles shall be stored or maintained in this PUD. 9. No outside storage or display of goods or merchandise shall be allowed in this PUD. 10. Construction parking for this development shall occur on the site, or pursuant to a construction parking plan approved by the City. 11. If the City determines that there is a parking shortage on the site at any point in the future, the developer shall be required to provide additional parking spaces as indicated in the proof of parking provided by the Developer. 12. Structures shall comply with the following architectural design standards: a. All structures shall have high quality finishes and shall be constructed of durable materials. The primary exterior surfaces shall include brick, glass, split-face integral-colored decorative block, stone, and approved fiber- cement panels. b. Painted block is prohibited. c. All building elevations shall receive equal or nearly equal treatment and visual qualities. d. Building colors shall be harmonious throughout the development. e. Any parapets visible from the back shall be treated to coordinate with the building. f. Any visible rooftop or ground-mounted mechanical equipment shall be screened or painted to match the building. Materials for any screening elements shall be coordinated with the building design and architecture. Any such screening elements proposed shall be reviewed by City staff and shall receive City staff approval prior to installation. g. Buildings shall have varied and interesting detailing. The use of large unadorned walls unrelieved by architectural detailing (such as change in materials, change in color, offsets, or other significant visual relief) shall be prohibited. 180 – 13 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx h. Uniform materials shall be incorporated on all structures. The use of varied textures is encouraged. i. Elevations of all sides of a proposed building shall be submitted with the required PUD final plan, for determination of compliance with the above requirements. 13. Signage shall comply with the following standards: a. Applicant shall submit a master sign plan, for City review and approval, and in accordance with the plans and standard sign criteria, except as amended by this resolution. b. All signs shall conform to section 21155.05 (Signs - General Regulations and Restrictions) of the zoning ordinance, except as amended herein. c. Signs shall be designed and constructed in a uniform manner and, to the extent possible, as an integral part of the building’s architecture. d. All wall signs shall consist of individual dimensional letters and logos and shall be architecturally compatible with the building and other signage in the development. e. Illuminated wall signs shall consist of channel letters with acrylic facing or reverse channel letters (halo-lighted). Externally illuminated wall signs by a separate light source shall be prohibited. f. Wall signs shall not extend more than eight inches beyond the face to which the sign is mounted. g. Back-lit awnings are prohibited. h. Inflatable advertising devices and searchlights are prohibited. i. Window signs shall be prohibited. j. Temporary signage shall comply with Zoning Ordinance requirements. k. Directional signage and address signage shall comply with Zoning Ordinance requirements. l. Exposed neon tubing for signage or accent purposes is prohibited. 14. Standard Conditions: a. No building permits shall be issued until the final plat is recorded, and until any City utilities are installed, tested, and approved along its proposed or re-aligned route. b. Hours of operation for site preparation work including building demolition, utility installation, foundation piling installation, and grading shall be limited as follows: Monday through Friday 7 a.m. to dusk; Saturdays 8 a.m. to 6 p.m.; Sundays and Holidays no work allowed. Hours of operation for site development work including building construction shall be limited as follows: Monday through Friday 7 a.m. to 10 p.m.; Saturdays, Sundays, and City Holidays 8 a.m. to 9 p.m. c. Any signage or any subdivision identification signs, shall require separate permits, and shall comply with the city’s sign regulations. d. Compliance with the City’s lighting regulations. e. Compliance with the City’s tree preservation, reforestation, and restitution regulations. 181 – 14 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx f. No trees shall be planted in the boulevard, or drainage and utility easements affecting utilities and their possible future maintenance. g. The final plat shall expire two years after the date of approval, unless the property owner or applicant has applied for final plat approval, or unless the applicant, with the consent of the landowner, has received prior approval from the city to extend the expiration date for up to one additional year, as regulated under Section 510 of city code. 26. MISCELLANEOUS. A. The Developer may not assign this contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. The foregoing notwithstanding, the following entities, which are affiliates of Developer, may be the fee owner of the following parcels: a. The Apartment Parcel – Developer b. The West Commercial Parcel – Bass Lake West Holdings, LLC c. The C-Store Parcel – BLRP LLC d. The East Commercial Parcel – Bass Lake Road Holdings East, LLC B. A building permit is required for any retaining wall that would be 48 inches in height or higher, and a fence/wall permit is required for any retaining wall that would be less than 48 inches in height. Additionally, a fence with a minimum height of 3.5 feet shall be installed at the top of any retaining wall that exceeds four feet in height, and at the top of any tiered retaining wall that requires a building permit. Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota, as approved by the building permit. Following construction of any retaining wall that requires a building permit and prior to issuance of a certificate of occupancy for a lot where the retaining wall is located, a certification signed by the design engineer shall be filed with the Building Official evidencing that the retaining wall was constructed in accordance with the approved plans and specifications. C. The Developer shall submit appropriate legal documents regarding homeowner association documents, covenants, and restrictions, as reviewed by the city attorney for consistency with the City’s official controls and conditions of approval shall be filed with the final plat. If the documents are not consistent with the City’s official controls and conditions of approval, the documents shall be amended to make them consistent prior to recording the final plat and homeowner association documents. D. The Developer shall take out and maintain or cause to be taken out and maintained until 6 months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of its 182 – 15 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given written notice of the cancellation of the insurance per the terms of the policy. E. Third parties shall have no recourse against the City under this contract. F. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this contract. G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this contract shall not be a waiver or release. H. This contract shall run with the land and may be recorded against the title to the property. The Developer covenants with the City, its successors and assigns, that the Developer has fee title to the property being final platted and/or has obtained consents to this contract, in the form attached hereto, from all parties who have an interest in the property; that there are no unrecorded interests in the property being final platted; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to the City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer represents to the City that the plat complies with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision regulations, zoning ordinances, and environmental regulations. If the City determines that the plat does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. 27. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City, following written notice to Developer, may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than 48 hours in advance. This contract is a license for the City to act, and it shall not be necessary for the City to seek 183 – 16 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 28. WARRANTY. The Developer warranties those improvements for the times specified in this Section against poor material and faulty workmanship. The Developer shall submit or maintain a letter of credit for 25% of the amount of the original cost of the following improvements: A. The required warranty period for materials and workmanship for utilities including public storm sewer, shall be 2 years from the date of final written City acceptance of the work. B. The required warranty period for grading, on-site storm water BMP’s, sod, trees, and landscaping is one growing season following installation. 29. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this contract, payment of special assessments, payment of the costs of all public and private improvements, and construction of all public and private improvements, the Developer shall furnish the City with a letter of credit, in a format acceptable to the City, from a bank, cash escrow or a combination cash escrow and letter of credit ("security") for $1,643,922. The amount of the security was calculated as follows: 184 – 17 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx ESTIMATED COSTS Developer ITEM Installed (1) Private (2) Total Street Construction: Sanitary Sewer System: 10,000 175,000 185,000 Watermain System: 10,000 140,000 150,000 Storm Sewer System: 10,000 100,000 110,000 Boulevard and Drainage Swale Sod: Filtration Basin: 9,000 9,000 Retaining Walls 87,000 87,000 Street and Traffic Control Signs: 3,000 3,000 Wetland Buffer Posts & Signs: 750 750 Sidewalk Improvements: Trail Improvements Landscaping: 300,000 300,000 Parking Lot Lighting: 250,000 250,000 Erosion Control (3) 20,000 20,000 Site Grading & Drainage Improvements: 400,000 400,000 Setting Iron Monuments: 2,400 2,400 Tree Preservation/Protection (3) 5,000 5,000 SUB-TOTAL: 30,000 1,492,150 1,522,150 Design, Admin., Insp., As-Builts (8%): 2,400 119,372 121,772 TOTAL: $32,400 $1,611,522 $1,643,922 (1)Developer installed public improvements. City to own and maintain after development completed. (2)Private. Property owner and/or property owner’s association to maintain after development completed. (3)Developer may provide a separate letter of Credit for Erosion Control & Tree Preservation/Protection. This breakdown is for historical reference; it is not a restriction on the use of the security. The bank issuing the letter of credit shall be subject to the approval of the City Manager. The City may draw down the security, without notice, for any violation of the terms of this contract or if the security is allowed to lapse prior to the end of the required term. If the required public improvements are not completed at least 30 days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the city engineer or designee that work has been completed and financial obligations to the City have been satisfied, with city engineer or designee approval the security may be reduced from time to time by 75% of the financial obligations that have been satisfied. Twenty-five percent (25%) of the amounts certified by the Developer's engineer shall be retained as security until: A. All improvements have been completed; and B. Iron monuments for lot corners have been installed; and 185 – 18 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx C. All financial obligations to the City satisfied; and D. The required "record" plans have been received by the City; and E. A warranty security is provided; and F. The public improvements are accepted by the City. 30. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash requirements under this contract which must be furnished to the City at the time of final plat approval: Park Dedication $1,794,640 *Erosion Control (EC) Refundable Cash Deposit $2,000 Administration of Development Contract Escrow $15,000 TOTAL CASH REQUIREMENTS LEVIED: $1,811,640 *EC deposit may be paid separately through a grading permit prior to tree clearing and/or grading operations. 31. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees, or agents, or mailed to the Developer by certified mail at the following address: The Brooks of Plymouth LLC Attn: Austin Morris 300 23rd Ave E, Suite 300 West Fargo, ND 58078 The Developer shall notify the City within five (5) days of a change of address. Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Plymouth City Hall 3400 Plymouth Boulevard Plymouth, MN 55447 186 – 19 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx CITY OF PLYMOUTH: BY: ______________________________________ Jeffry Wosje, Mayor (SEAL) AND _____________________________________ Dave Callister, City Manager STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _______ day of ________________, 2023, by Jeffry Wosje and by Dave Callister, the Mayor and City Manager of the City of Plymouth, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________ NOTARY PUBLIC DEVELOPER: The Brooks of Plymouth LLC By: ______________________________________ Name: Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ________________, 2023, by __________________________________ the ____________________________________ of The Brooks of Plymouth LLC on its behalf. ______________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF PLYMOUTH 3400 Plymouth Boulevard Plymouth, MN 55447 187 – 20 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx FEE OWNER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, fee owners of all or part of the subject property, the development of which is governed by the foregoing development contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _______ day of _______________, 2023. _________________________________________ By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2023, by ______________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF PLYMOUTH 3400 Plymouth Boulevard Plymouth, MN 55447 188 – 21 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx MORTGAGE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________, which holds a mortgage on the subject property, the development of which is governed by the foregoing development contract, agrees that the development contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this ______ day of _______________, 2023. _________________________________________ By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2023, by ______________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON CITY OF PLYMOUTH 3400 Plymouth Boulevard Plymouth, MN 55447 189 – 22 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx CONTRACT PURCHASER CONSENT TO DEVELOPMENT CONTRACT _______________________________________________________________, which/who has a contract purchaser's interest in all or part of the subject property, the development of which is governed by the foregoing development contract, hereby affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property in which there is a contract purchaser's interest. Dated this ______ day of __________________, 2023. ________________________________________ By: ______________________________________ Its: ______________________________________ STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2023, by ___________________________________________________. ________________________________________ NOTARY PUBLIC DRAFTED BY: CITY OF PLYMOUTH 3400 Plymouth Boulevard Plymouth, MN 55447 190 – 23 – P:\Planning Applications\2023\2023002 Enclave Mixed Use FP PUDFP\DC\DRAFT DEVELOPMENT CONTRACT - Enclave Mixed Use.docx (BANK LETTERHEAD) IRREVOCABLE LETTER OF CREDIT Letter of Credit No.: __________ Date: _______________ TO: City of Plymouth 3400 Plymouth Boulevard Plymouth, MN 55447 RE: (*Insert project name/address) Dear Sir or Madam: We hereby issue, for the account of (*insert Developer Name/Address) and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight at the undersigned bank. Any drafts drawn under this Letter of Credit must: a) Bear the clause, “Drawn under Letter of Credit No. _________ of (insert Bank name), dated ___________, 20___”; b) Name the City of Plymouth as beneficiary; and c) Be presented for payment at (*insert Bank name & address), on or before 4:00 p.m. on November 30, 20___. This Letter of Credit shall automatically renew for successive one-year terms unless, at least sixty (60) days prior to the next annual renewal date, the Bank delivers written notice to the Plymouth Community Development Department that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least sixty (60) days prior to the next annual renewal date addressed as follows: Plymouth Community Development Department, Plymouth City Hall, 3400 Plymouth Boulevard, Plymouth, MN 55447, and is actually received by the Community Development Department at least sixty (60) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: Its____________________________________ 191 CITY OF PLYMOUTH RESOLUTION NO. 2023-101 RESOLUTION ADOPTING ASSESSMENTS FOR WATER MAIN FOR BASS LAKE PLAZA 6TH ADDITION (2023002) WHEREAS, the city has received a Waiver of Assessment Hearing from the property owner of Bass Lake Plaza 6th Addition, waiving their right to special assessment hearings for trunk water and sanitary sewer and all other appurtenances. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA: 1. Such proposed assessment, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. 2. Such assessment shall be payable in equal annual installments extending over a period of 5 years, the first of the installments to be payable on or before the first Monday in January, 2024, and shall bear interest at the rate of 3.33% per annum. To the first installment shall be added interest on the entire assessment calculated from November 1, 2023 to December 31, 2024. To each subsequent installment when due shall be added interest for one year on all unpaid installments. 3. The owner of any property so assessed may make an interest free principal prepayment prior to certification of the assessment to the County Finance Director. Prepayments of the assessment on such property must be received by October 31, 2023. 4. The Clerk shall forthwith transmit a certified duplicate of this assessment to the County Finance Director to be extended on the proper tax lists of the County and such assessments shall be collected and paid over in the same manner as other municipal taxes. 5. The total cost of the improvement assessed by this resolution is $11,910.88. APPROVED by the City Council on this 30th day of March, 2023. 192 Resolution 2023-101 Page 2 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 March 30, 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 193 CITY OF PLYMOUTH RESOLUTION NO. 2023-102 RESOLUTION APPROVING A FINAL PLAT FOR ENCLAVE COMPANIES FOR “BASS LAKE PLAZA 6TH ADDITION”FOR PROPERTIES LOCATED WEST OF HIGHWAY 169 AND SOUTH OF COUNTY ROAD 10 AT NATHAN LANE – 5750 NATHAN LANE,AND PID NUMBERS 01-118-22-42-0049, 01-118-22-42-0007,AND 01-118-22-42-0010 (2023002) WHEREAS, Enclave Companies has requested approval of a final plat for roughly 19.9 acres of land presently legally described as follows: Parcel 1: Outlot A, Bass Lake Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Parcel 2: Those parts of the Northeast Quarter of the Southeast Quarter AND of the Northwest Quarter of the Southeast Quarter, Section 1, Township 118, Range 22, Hennepin County, Minnesota, described as follows: Commencing at the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence South 89 degrees 40 minutes 21 seconds West, along the North line of said Northwest Quarter of the Southeast Quarter, a distance of 330.00 feet; thence South 00 degrees 13 minutes 56 seconds East, parallel with the East line of said Northwest Quarter of the Southeast Quarter, a distance of 81.23 feet to the point of beginning of the property to be described; thence continuing South 00 degrees 13 minutes 56 seconds East, parallel to said East line, a distance of 380.77 feet; thence North 89 degrees 40 minutes 21 seconds East, parallel with said North line, a distance of 330.00 feet to said East line; thence North 00 degrees 13 minutes 56 seconds West, along said East line, a distance of 167.00 feet; thence North 89 degrees 42 minutes 04 seconds East a distance of 295.00 feet; thence North 00 degrees 13 minutes 56 seconds West, parallel with said East line, a distance of 176.32 feet; thence North 84 degrees 03 minutes 55 seconds West a distance of 299.55 feet, passing through a point in said East line distant 86.46 feet Southerly from the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence North 89 degrees 28 minutes 06 seconds West a distance of 327.12 feet to the point of beginning, Hennepin County, Minnesota. Parcel 3: Lot 1, Block 1, Bass Lake Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Parcel 4: Lot 1, Block 1, Bass Lake Plaza 5th Addition, according to the recorded plat thereof, Hennepin County, Minnesota. 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 Enclave Companies for a final plat 194 Resolution 2023-102 (2023002) Page 2 for Bass Lake Plaza6th Addition for four lots on 19.9 acres at the above-described property, subject to the following conditions: 1.The final plat for Bass Lake Plaza 6th Addition, for four lots is approved to allow a mixed-use development consisting of both multi-family residential (4-story, 219 units) and retail uses (two new buildings, totaling 10,200 square feet, in addition to existing gas station to remain) in accordance with the plans received by the city on January 19 and 31, 2023, except as may be amended by this resolution. 2.PUD flexibility is approved to allow: 1) reduced parking for the multi-family building at 1.7 parking spaces where 2.0 is required and 2) up to 14.5 percent efficiency or alcove units where up to 10 percent is permitted. 3.Prior to recording the final plat, the developer shall: a. Execute the development contract and provide the related financial guarantees and fees. b. Execute the Storm Water Maintenance Agreements. c. Execute any Rain Garden Maintenance Agreements, as applicable. d. Receive city approval of final construction plans. e. Compliance with all fire codes, including those for hydrant location and fire lane signage. f.Pay the required park dedication fee. g. Provide all required easements and agreements. 4.Prior to commencement of grading operations, or other site preparation work, the developer shall: a. Install and request inspection of all required pre-disturbance erosion control best management practices including, but not limited to, perimeter controls, rock construction entrances, and inlet protection. b. Update the plans and specifications to be in conformance with the rules set forth in the City of Plymouth Engineering Guidelines & Standard Detail Specifications for Sanitary Sewer, Watermain, Storm Sewer and Street Construction, dated January 2022, and: 1. Staff approval of implementation of Engineering Guidelines and Specifications. 2. Confirm Storm Water Report, Stormwater Pollution Prevention Plan, and Erosion Control Plan approved by staff in accordance with applicable rules. 3. Confirm consistency of easements with proposed infrastructure as detailed by City Specifications. 4. Provide documentation that all environmental-related permits have been received and obtain all applicable agency permits or approvals that are required including, but not limited to, those from MnDOT, Hennepin County, Shingle Creek Watershed Districts, Metropolitan Council Environmental Services, Minnesota Pollution Control Agency, Minnesota Department of Health, Minnesota Department of Natural Resources (MnDNR), Army Corps of Engineers, Federal Emergency Management Agency (FEMA), as well as the NPDES permit. c. Demonstrate compliance with City and watershed requirements pertaining to drainage, treatment of runoff, and runoff rates. Note that approval of the storm water management plan 195 Resolution 2023-102 (2023002) Page 3 for this development remains pending until approval by the watersheds, WCA, MN DNR, and Army Corps of Engineers is obtained. d. Provide a snow storage/snow removal plan and chloride management plan for the site. e. Revise the plat to include the standard 6-foot side and rear yard, and 10-foot front yard drainage and utility easements, including areas within wetland buffers, and existing and proposed utilities. f.Revise the site plans to identify the proposed setbacks of buildings, parking spaces and drive aisles to property lines to meet setback requirements. g. Revise the site plan to include bike parking (bike racks) in both the multi-family residential and retail properties. h. Revise the site plan to remove any proposed retaining walls from drainage and utility easements. i.Provide additional details on the architecture on the commercial portion of the PUD and demonstrate how it is compatible with the architecture of the multi-family building to support the mixed-use development. j.Provide/identify house-side shielding of light fixtures (if located within 300 feet of residential property). k. Revise the site plan to include trails (8-foot wide) extending from the existing sidewalk along the west side of Nathan Lane within the ROW from just north of 57th Avenue to Bass Lake Road, along the east side of Nathan Lane within the ROW from the northernmost entrance to the multi-family building parking lot to Bass Lake Road and 8-foot trail within the ROW on the north side of the property, along Bass Lake Road, from Nathan Lane to the Highway 169 interchange. l.Provide a 10-foot-wide trail easement along the north side of the property, along Bass Lake Road, from Nathan Lane to the Highway 169 interchange. 5.Prior to issuance of a 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. File and provide proof of recording for the final plat and all easements and agreements with Hennepin County. b. Submit and receive approval of the required PUD final plan for the buildings. c. Complete grading operations and provide a grading certificate as certified by the licensed project engineer. d. Install and request inspection of tree protection fencing and silt fencing. e. The lowest floor elevations must comply with FEMA floodplain requirements and the 1.5-foot higher than the emergency overflow elevation requirement. f.Obtain City approval of final fire department plans, including: Fire related comments related to the multi-family residential building: 1. Provide fire flow calculations. 2. Provide fire sprinklers throughout. 3. Fire department connection (FDC) shall be placed near front door. 4. Fire alarm panel must monitor the sprinkler system and detectors that are required. A UL certificate is required. 5. Fire hydrants must be placed all around building, per City spacing requirements. One hydrant must be placed within 50 feet of the FDC. 196 Resolution 2023-102 (2023002) Page 4 6. Three fire department lock boxes will be required, main entrance, east and west stair entrances. 7. 12-inch-high address numbers are required on west and south side of building. Fire related comments related to the commercial buildings: 8. Provide fire flow calculations. 9. Provide fire sprinkler throughout. 10. Fire department connection (FDC) shall be placed near front door. A fire hydrant is required within 50 feet of the FDC. 11. Fire alarm panel is required to monitor the fire sprinkler system. A UL certificate is required. 12. Fire department lock box is required at main entrance. 13. East building will be required to have directional sign at south drive entrance of the gas station showing the address numbers of and arrow of new building. g. Submit a copy of the declaration of easements, covenants, conditions, and restrictions (ECCR) access between the C-Store Parcel and the West Commercial Parcel for City review. The ECCR document shall address responsibilities for maintenance, repair, and replacement of Developer- installed improvements including, but not limited to, applicable drive aisles, sidewalks, trails, water quality features, signage, and other similar or common site features between the C-Store Parcel and the West Commercial Parcels. 6.Prior to occupancy of any proposed buildings on the site, the following items shall be addressed: a. Construction of the ponding and drainage system shall be completed. b. All permanent wetland buffer monument signs shall be installed pursuant to ordinance requirements. 7.Connection to all city utilities must be witnessed and inspected by city staff. The developer shall provide proper notice of connection to the city. Connections to the city water system that require a water shut down may be required to occur at nighttime. 8.Trash and recyclables generated by residential buildings shall be stored inside the apartment building. Trash and recyclables generated by commercial buildings shall be stored in dumpster enclosures that are designed to match the materials of the commercial buildings. Dumpsters shall be located such that they prevent illicit discharge into the storm sewer system. 9.All site lighting for the development shall be designed to match throughout the development. 10. Sidewalks along the north side of 56th Avenue and the east side of Nathan Lane and sidewalks within the site shall be owned and maintained by the developer. 11. No recreational vehicles shall be stored or maintained in this PUD. 12. No outside storage or display of goods or merchandise shall be allowed in this PUD. 13. Construction parking for this development shall occur on the site, or pursuant to a construction parking plan approved by the city. 197 Resolution 2023-102 (2023002) Page 5 14. If the city determines that there is a parking shortage on the site at any point in the future, the developer shall be required to provide additional parking spaces as indicated in the proof of parking provided by the developer. 15. Structures shall comply with the following architectural design standards: a. All structures shall have high quality finishes and shall be constructed of durable materials. The primary exterior surfaces shall include brick, glass, split-face integral-colored decorative block, stone, and approved fiber-cement panels. b. Painted block is prohibited. c. All building elevations shall receive equal or nearly equal treatment and visual qualities. d. Building colors shall be harmonious throughout the development. e. Any parapets visible from the back shall be treated to coordinate with the building. f.Any visible rooftop or ground-mounted mechanical equipment shall be screened or painted to match the building. Materials for any screening elements shall be coordinated with the building design and architecture. Any such screening elements proposed shall be reviewed by city staff and shall receive city staff approval prior to installation. g. Buildings shall have varied and interesting detailing. The use of large unadorned walls unrelieved by architectural detailing (such as change in materials, change in color, offsets, or other significant visual relief) shall be prohibited. h. Uniform materials shall be incorporated on all structures. The use of varied textures is encouraged. i.Elevations of all sides of a proposed building shall be submitted with the required PUD final plan, for determination of compliance with the above requirements. 16. Signage shall comply with the following standards: a. Applicant shall submit a master sign plan, for city review and approval, and in accordance with the plans and standard sign criteria, except as amended by this resolution. b. All signs shall conform to section 21155.05 (Signs - General Regulations and Restrictions) of the zoning ordinance, except as amended herein. c. Signs shall be designed and constructed in a uniform manner and, to the extent possible, as an integral part of the building’s architecture. d. All wall signs shall consist of individual dimensional letters and logos and shall be architecturally compatible with the building and other signage in the development. e. Illuminated wall signs shall consist of channel letters with acrylic facing or reverse channel letters (halo-lighted). Externally illuminated wall signs by a separate light source shall be prohibited. f.Wall signs shall not extend more than eight inches beyond the face to which the sign is mounted. g. Back-lit awnings are prohibited. h. Inflatable advertising devices and searchlights are prohibited. i.Window signs shall be prohibited. j.Temporary signage shall comply with Zoning Ordinance requirements. k. Directional signage and address signage shall comply with Zoning Ordinance requirements. l.Exposed neon tubing for signage or accent purposes is prohibited. 17. Standard Conditions: 198 Resolution 2023-102 (2023002) Page 6 a. No building permits shall be issued until the final plat is recorded, and until any city utilities are installed, tested, and approved along its proposed or re-aligned route. b. Hours of operation for site preparation work including building demolition, utility installation, foundation piling installation, and grading shall be limited as follows: Monday through Friday 7 a.m. to dusk; Saturdays 8 a.m. to 6 p.m.; Sundays and Holidays no work allowed. Hours of operation for site development work including building construction shall be limited as follows: Monday through Friday 7 a.m. to 10 p.m.; Saturdays, Sundays, and Holidays 8 a.m. to 9 p.m. c. Any signage shall require separate permits and shall comply with the city’s sign regulations. d. Compliance with the city’s lighting regulations. e. Compliance with the city’s tree preservation, reforestation, and restitution regulations. f.No trees shall be planted in the boulevard, or drainage and utility easements affecting utilities and their possible future maintenance. g. This approval shall expire two years after the date of approval, unless the property owner or applicant has recorded the final plat, 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 section 512 of City Code. APPROVED by the City Council on this 30th day of March, 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 March 30, 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 199 Regular City Council March 30, 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:Review and comment on a sketch plan request by Dietrich Development, LLC and JNA 55, LLC for a proposed mixed-use development located north of Highway 55, south of 10th Avenue, east of South Shore Drive and west of Revere Lane (2023008) 1.Action Requested: Review and comment on a sketch plan request by Dietrich Development, LLC and JNA 55, LLC for a 6-story mixed-use building with commercial, 330 apartment units, 12 townhomes and proposed roadway connections to 10th and 6th Avenues. The city has a high level of discretion in reviewing sketch plans. Any comments provided to the applicant by the staff, Planning Commission, and City Council shall be considered advisory only and shall not constitute a binding decision on the request. 2.Background: On March 15, 2023, the Planning Commission reviewed the sketch plan and provided the applicant with high level comments. The commission generally supported the applicant moving forward with the project, including the site plan, comprehensive plan amendment to change the use from office to mixed-use. The commission further discussed: 1) the need to provide more easily accessible commercial on site; 2) the scale and design of the building; 3) traffic impacts need to be reviewed along with pedestrian safety, and 4) the applicant will need to analyze parking, possibly provide proof of parking, and address wetland constraints. Several residents from the surrounding neighborhood were also present and expressed concerns over the following: 1) increased traffic and pedestrian safety issues; 2) number of units and building height; 3) increase in crime; and 4) site contamination. A copy of the Planning Commission meeting minutes and report are attached. Notice of the public meeting was mailed to all property owners within 750 feet of the site. 3.Budget Impact: If a full development application is submitted, the developer will request Tax Increment Financing (TIF) assistance. 200 4.Planning Review Deadline: * June 13, 2023 5.Attachments: Planning Commission Minutes Planning Commission Report Applicant Narrative and Site Graphics Resident Comments 201 1 Proposed Minutes March 15, 2023 Proposed Minutes Planning Commission Meeting March 15, 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 March 15, 2023. COMMISSIONERS PRESENT: Chair Michael Boo, Marc Anderson, Julie Olson, Jennifer Jerulle, Bill Wixon, and Josh Fowler COMMISSIONERS ABSENT: Neha Markanda STAFF PRESENT: Planning and Development Manager Chloe McGuire, Engineering Services Manager Chris McKenzie, Senior Planner Lori Sommers, Community and Economic Development Director Grant Fernelius, City Council Liaison Julie Pointner OTHERS PRESENT: Councilmember Julie Pointner Chair Boo led the Pledge of Allegiance. Call to Order Approval of Agenda Motion was made by Commissioner Anderson and seconded by Commissioner Olson to approve the agenda. With all Commissioners voting in favor, the motion carried. Consent Agenda (4.1) Planning Commission minutes from meeting held on February 15, 2023. Motion was made by Commissioner Anderson and seconded by Commissioner Olson to approve the consent agenda. With all Commissioners voting in favor, the motion carried. New Business (6.1) Sketch plan review of a 330-unit mixed-use multiple-family building on the property located north of Highway 55 south of 10th Avenue east of South Shore Drive and west of Revere Lane (2023008) Planning and Development Manager McGuire provided an overview on the sketch plan review process. 202 2 Proposed Minutes March 15, 2023 Senior Planner Sommers presented the staff report. Commissioner Anderson referenced the proposed height of between 72 and 75 feet and asked where in the city that height would be found for a residential building. Senior Planner Sommers stated that most recently the city approved the Basset Creek Apartments, just east of this site, with a height of 78 feet. She provided other apartment buildings with similar heights. Commissioner Anderson referenced environmental issues and asked for more details on the partially cleaned up description. Senior Planner Sommers stated that in 2007 the city, and developer at that time, applied for grants to remediate this site to prepare for development. That developer chose not to move forward and worked with DEED and an environmentalist to close out the grant, through capping and containment. She stated that as they get into the site there will be additional investigation and clean-up. Commissioner Anderson referenced the County Road 73 study which looked at this site, and estimated 15,000 feet of commercial whereas this proposes 5,000 feet of commercial. Senior Planner Sommers stated that the thought was that this was going to be more of a transit hub with services provided to people walking through the site to reach transit services. Commissioner Anderson stated that under this PUD it was specified that no one use should dominate but noted that 330 residential units and only 5,000 square feet of commercial would specify this as predominantly residential. Senior Planner Sommers replied that it is the guiding for MXD that specified that no one use should dominate the site. Staff has spoken with the developer in attempt to get more commercial use on the site. Commissioner Jerulle referenced the initial layout, which has been switched in terms of where the commercial and residential uses are located. She asked if the original guiding for the property was meant to minimize public health risk because of the contamination. Senior Planner Sommers replied that she was unsure noting that it was previously proposed for an office building, which would still require some clean-up and capping. She stated that a public roadway or housing use would need to be cleaned as well. Commissioner Jerulle referenced the County Road 73 study study and noted that this proposal looks different than what had been planned. Senior Planner Sommers explained that the study provided an idea for the site, along with alternate concepts. She noted that the soil conditions are not known when the studies are completed and that additional determination on where buildings could actually be placed and 203 3 Proposed Minutes March 15, 2023 how it could be designed has come forward from the developer with the knowledge of the soil conditions. Chair Boo asked and received confirmation that the 45-foot height requirement is of the proposed PUD. He asked and received confirmation that the goal of 15,000 feet of commercial space was simply in the County Road 73 study and is not an actual requirement. Senior Planner Sommers stated that the MXD guiding specifies that the site cannot be just residential. Chair Boo recognized that this is a difficult layout because of the wetlands and city right-of-way. He asked if some of the right-of-way on the east could be released in return for new right-of-way dedication. Senior Planner Sommers confirmed that this is an odd site, and the city would look to release some of the existing right-of-way in return for the actual road right-of-way. She noted that would be part of the site plan review. Cody Dietrich, Dietrich Development, introduced the members of his team present tonight. He stated that over the years there have been several proposals that have not gone through to development. He acknowledged that the site has a rumor of environmental contamination which stems from the I-394 construction, noting that some of the removed homes were dumped on this site and were cleaned up over time. He stated that the owner of the site has done a lot of clean-up over time and they are currently working with the MPCA creating a response action plan to address how any environmental contamination would be handled. He stated that they began looking at the site last summer and completed geotechnical studies of the site, provided an overview of those results and how that information has been used to determine the appropriate construction methods. He noted that this is the eleventh iteration of the layout because of what they have learned about the soil conditions, concerns, and water table levels. He reviewed the roads, trails, and utility connections proposed within the plan. He noted that the trails and streets would be dedicated back to the city once constructed. He stated that they would not be impacting wetlands as part of this development. He stated that they also attempted to connect the site to the park and ride and provided details with the proposed retail location and concept of public art. He stated that historically this was known as Shiebe’s Corner and they could tie into that through public art and educational plaques. He reviewed details of the proposed floorplan for each level of the apartment complex. Cody Johannsen, architect for the project, provided some initial mockups of the design. He also provided details on the high quality, low maintenance materials that they are considering for construction. He stated that they will make their best effort to screen as much of the first floor and parking with landscaping. He stated that the parking as proposed exceeds the city standard, with the majority of the parking provided interior to the buildings. He reviewed the energy efficiencies they will be incorporating. He stated that they would also be removing the remainder of the contaminates onsite, working with the MPCA. Mr. Dietrich highlighted other amenities that would be provided in this luxury complex. 204 4 Proposed Minutes March 15, 2023 Commissioner Anderson referenced the County Road 73 study which planned 15,000 feet of retail space and asked the reasoning for only 5,000 feet of retail. Mr. Dietrich stated that preliminarily they have a coffee shop and casual restaurant interested. He stated that his concern would be building a storefront that sits vacant. He noted that in the current market, not all retailers are willing to take a chance. He stated that if they can find more tenants, they would be open to adding more retail space. He confirmed that they have preliminary commitments that would fill 5,000 square feet. Commissioner Anderson asked how the shape was determined for the building. Mr. Dietrich stated that they attempt to be as efficient as possible while also not wanting people to look out their window into another window. He stated that they also had to work with the soils of the site. Commissioner Anderson asked if there were any renderings of what this would look like from Highway 55. Mr. Dietrich provided the side that would face Highway 55. Chair Boo asked if the parking would be provided on level one rather than underground. Mr. Dietrich replied that they would have underground parking with additional parking on level one. He stated that with their current plan they only require 620 stalls but have planned for 690. He stated that because this development is intended to be transit oriented, he would consider less parking and would welcome input from the commission on that. Commissioner Olson stated that she is not a big believer in reducing parking. She recognized that they are early in the plan but asked if there is a thought of affordable housing and the mix of units. Mr. Dietrich replied that they are estimating nine percent of studios/alcoves, 52 percent one- bedroom, 36 percent two-bedroom, three percent three-bedroom, with about 66 of the units at the 50 percent AMI level of affordability. Commissioner Wixon commented that there are many apartment buildings on Highway 55, but it would seem there is additional demand. He asked for input on the market study. Mr. Dietrich stated that there is still a tremendous need for housing units in the twin cities market. He stated that Plymouth has amenities that create additional demand for housing. He noted his previous experience working on the Basset Creek Apartments. He stated that there is a strong demand and once constructed, they are fully leased very quickly. He stated that throughout this area (Plymouth, New Hope, etc.) there are similar soil issues with the sites left for development and therefore this type of construction is similarly proposed. Commissioner Wixon commented that there is a robust economy with a demand for jobs that he would think would correlate to the need for housing. He asked if the demand for jobs were to decrease, would that also decrease the need for housing units. 205 5 Proposed Minutes March 15, 2023 Mr. Dietrich did not think that would have an impact because the housing has been undersupplied for so long. He noted that this site is minutes away from eight Fortune 500 companies and Cargill which is the largest company in the country, therefore there are a lot of jobs in the area. Planning and Development Manager McGuire noted that Plymouth is the eighth largest city in the state but has the fourth largest economy because of its strong industrial sector. Commissioner Jerulle asked the applicant to summarize the exceptions that would be needed to make this happen. Mr. Dietrich commented that they are still working those out. Senior Planner Sommers replied that generally there would need to be a reguiding, an amendment to the PUD, variance to height, and perhaps setbacks and drive aisle widths. She noted that the flexibilities could be worked out through the PUD amendment. She noted that density, guiding, the mix of residential to retail, and the layout of the site would appear to be main topics of interest. She stated that the applicant is also requesting input on public art and parking. Mr. Dietrich stated that they also have space where they could provide proof of parking, noting that it could remain greenspace but could be converted to parking if needed. Commissioner Fowler asked if the ground water level has been studied to determine if underground parking would be feasible. Mr. Dietrich stated that they did some preliminary testing and there would not be an opportunity for underground parking in the north, which is why the building was pushed south. Commissioner Fowler commented that the commercial development seems disconnected from the roadways and asked how the public would access that space. Mr. Dietrich identified the area where retail development would occur and the parking that would be available. He stated that they would also have wayfinding signage. Commissioner Fowler asked the plan for the elevation of the first level if the parking is going to be provided on that level. Mr. Dietrich noted that they would use a mix of materials and windows. Commissioner Fowler stated that it sounds like 60 percent of the units would be one bedroom or less and asked the applicant for details on where they would see the parking demand. Mr. Dietrich stated that currently they have about 690 spaces. He stated that the city reduced the residential parking requirement from two stalls per unit to 1.8. He noted that realistically a TOD site would have a parking ratio of 1.5 but with the retail perhaps 1.7 would be more accurate. He 206 6 Proposed Minutes March 15, 2023 stated that they would also be open to having the proof of parking that allows for more greenspace to begin and could be converted to parking if needed. Chair Boo invited the public to provide input. Chair Boo introduced Joe Benz, 834 Trenton Lane, President of Basset Creek Townhome Association, who stated that the 71 townhomes are adjacent to this site. He stated that he has lived in his townhome for 16 years and vividly remembers the activity that has occurred on the site over the years in previous cleanup. He noted that he believes there was asbestos on the site, which is a concern during the cleanup. He stated that six stories would make this the tallest building within miles which is concerning. He recognized there is a proposed building of this height to be built near Bachman’s but noted that there is no residential around that site. He stated that this site will increase the traffic on 6th Avenue dramatically. He noted that people will have trouble getting out of their driveways as 6th is not a high-volume street, noting that access from 10th or Highway 55 would be more appropriate. He asked that the commission think about the asbestos that would be dug up adjacent to homes and the impact traffic would have on the seniors in this area as well as the daycare. He referenced the hill with trees that was previously proposed with a previous development concept that never came to fruition and asked that similar landscape screening be provided. He commented that he does not believe townhomes would fit as the space identified is very tight and would require a wetland buffer. Chair Boo introduced Ruth Dimucci, 826 Trenton Lane, stated that she has real concern with this type of development. She stated that this condensed development causes traffic and chaos. She stated that there is a senior building on 6th and the residents often walk with walkers. She stated that this area also has a daycare and a lot of pedestrians that she would not want to see disrupted in this way. She commented that she would also be concerned with an increase in crime. She was concerned with the asbestos contamination on the site. She commented that she believes the value of the townhomes would decrease if this moved forward. Chair Boo introduced Clyde Stedman, 1180 Trenton Circle, commented that this meeting raises far more questions than answers. He asked if there would be another opportunity for the public to provide input if this moved forward. Chair Boo confirmed that there would be a public hearing to review the proposal, should formal application be submitted. Mr. Stedman noted that this development would add 600 to 700 people to this site which would increase the demand on police and fire services. He wondered if additional equipment would be needed to service a building of this height. He asked for a history of the developer and what he has developed in the past. He asked for details on financing and whether TIF would be requested. He asked if the DNR has approved the plans as this would add a large amount of hard surface to an area that is currently drainage. He stated that nothing has been heard about the townhomes and asked for details on the size and parking for that area. He commented that 10th Avenue is an uncontrolled speedway and this would add 500 to 600 vehicles. He stated that people will go east on 10th which is a crossing for the elderly community. He commented on the lack of police patrol on those roads. 207 7 Proposed Minutes March 15, 2023 Chair Boo introduced Jim Davis, 1016 Trenton Circle, stated that in other developments with this type of height proposed to close adjacent residential development there were shadow charts showing the impact the building would have. He asked that be provided. Chair Boo introduced Lisa Ness, 10720 11th Avenue, asked why the building needs to be so big. She understands the need for apartments and likes the retail space but was unsure why it needs to be so big. She agreed that 6th Avenue is not a good access, but also acknowledged that an access from Highway 55 would not be ideal either. She was concerned with noise as this is currently a quiet neighborhood. She commented that 600 to 1,000 people playing at a pool would cause noise, as would construction. She noted that many people work from home and enjoy the quiet. She stated that the crime will already increase with the transit station and would continue to do so with an additional 1,000 residents on this site. She was concerned with property value impacts and had questions as to how the building would be maintained and operated after construction. Chair Boo thanked the public for their input. He asked staff to address some of the comments provided by residents. Engineering Services Manger McKenzie commented that a traffic study would be completed as part of this project. He stated that the traffic study will run proposed future modeling to determine impact on the existing and proposed roadways. Senior Planner Sommers identified the location of the existing senior building and related concern expressed by residents. She noted that portion of the roadway is a minor collector and is designed to be more heavily traveled than it is. She stated that they could also work with the developer to consider traffic calming measures. She confirmed that traffic going onto 10th could go either right or left. She also identified the crosswalk location that was mentioned. Engineering Services Manager McKenzie noted that the crosswalk would be enhanced as part of the regional trail system. Chair Boo referenced the concern of the residents expressed related to the scale and height of the building. He noted that the zoning would allow 45 feet in height and asked why the building is being proposed so much taller. Senior Planner Sommers replied that other apartments have exceeded 45 feet in height. She stated that as there is more infill and redevelopment the development has a higher cost and there is a greater need for housing. She stated that they have also pulled the building closer to Highway 55 to be respectful to the townhomes and confirmed that a shadow study would be completed. Chair Boo stated that his sense from the staff comments was that the environmental work had been done and asked if there is additional material to be removed. Mr. Dietrich stated that part of the issue with developing this site is feasibility. He noted that the construction process needed because of the soils has a higher cost and they are also condensing the development because of the level of the water table. He stated that they have pulled it further from the existing residential, placing it closer to the transit station. He stated that most of the site has been cleaned up, but they will most likely find some things as they did. He stated that there 208 8 Proposed Minutes March 15, 2023 will be an environmental consultant onsite throughout this process to determine if material is contaminated and if so, they would follow the proper process for disposal. He stated that 99 percent of the contaminated material has been removed from the site. He stated that removing any remaining contaminates would make this site better as well. He stated that they have done soil vapor testing which is under review by the MPCA, along with their response plan for dealing with contamination. Engineering Services Manager McKenzie reviewed the different entities that would be involved in reviewing the water related elements of the site. Commissioner Olson stated that one concern of the residents was crime. She stated that the developer has done what they need to do to support mobility and was concerned that there is not buy in for mobility. Chair Boo asked for clarification on mobility. Commissioner Olson clarified mobility to be transit related. She asked if the transit station is set in stone or up for discussion. Engineering Services Manager McKenzie stated that a significant grant has been allocated to the city for that station and related transportation improvements. Chair Boo commented that the city has approved the County Road 73 study that has centered along transit in this area. Commissioner Olson commented that if the transit station is set, it would make sense that there would be high density development to support that. Commissioner Anderson stated that from the perspective of a developer, TIF would be needed because of the bad soils and contamination. He noted that the statement is also being made that 330 units would also be needed. He stated that it would appear that in return, 20 percent affordability, connection of roads, and connection of trails would be provided. He stated that TIF is not an issue the commission needs to consider. He did not believe that 330 units would be needed to make the project work, but also does not disbelieve that. He stated that they must ask whether 330 units would be right in this location and under this design. He was unsure of the answer, and without the traffic information it feels like too much. He was concerned with the view from Highway 55 and the proximity to the highway. He stated that the architecture provided is interesting with modulation and a mix of materials. He stated that the first story appears to look similar to the rest of the building but would actually be parking. He stated that he likes the idea that someone would not be able to tell that the first level is parking. He had some concern with the commercial but also understands that a tenant must first be identified. He commented that it would seem the retail would be primarily for the people living there as it would be difficult for others to access. He liked the element of affordability and that it would be mixed between the different unit types. He recognized that if the unit count is set at 270, that could remove the affordable units. He noted that generally this seems to be too high with too many units. He stated that if the site needs a lot of work, the price of the land should be less. 209 9 Proposed Minutes March 15, 2023 Chair Boo stated that he partially agrees with the comments of Commissioner Anderson related to density. He understands the limitations of the site and noted that less density would be preferred because of the character of the neighborhood. He agreed that moving the building towards the highway would reduce the visual impact from the townhomes. He stated that the city has somewhat handcuffed the developer in regard to the commercial development. He recognized that the desire is to create retail that would work with the transit orientated development. He stated that the issue of parking is something they have been thinking about and are working with staff to review. He stated that they would want to encourage more transit use but also would not want to burden the area with parking issues. He asked how the city qualifies developers. Senior Planner Sommers stated that the developer is required to provide past projects they have completed and staff reviews those. She stated that staff can also reach out to other communities to determine if there have been complaints or issues. She provided more details on the review that is done for financial viability. Planning and Development Manager McGuire stated that a development contract is also required, and 100 percent escrow is required for the public improvements on the site. She noted that typically only experienced developers are able to provide that level of escrow, as it is essentially financed twice. She stated that under the proposed comprehensive plan guidance the site could support up to 35 units per acre and this proposes 26 to 27 units per acre. She suggested that rather than density, the discussion be focused on things that could mitigate that density. Commissioner Wixon asked if the project is financially viable to the developer with a smaller building and less units. He asked if the building could be built under 45 feet in height. Mr. Dietrich replied that the project would not be feasible at 45 feet. He stated that as part of the TIF process, the financial numbers will be reviewed. He noted that without TIF the project would not be financially feasible and noted that review is done by Ehlers. Planning and Development Manager McGuire stated that finances and qualifications of the developer would not be under the purview of the commission. She asked that the commission focus on the issues under their scope. Commissioner Jerulle commented that it would seem this would require an adjustment to the comprehensive plan guiding. She recognized the time and effort that went into developing the comprehensive plan and was unsure that this should move forward with this level of exception from that plan. She stated that the perception with high density, TIF, and environmental aspects does not provide a level of support from the public. Commissioner Fowler stated that he can understand how the traffic could be a concern but the hope with this type of site would be that the residents would utilize the transit station. He stated that hopefully increased trips of the buses would increase ridership. He stated that the County Road 73 study estimated 270 units but believed that development concept would impact the existing residents more than the current proposal. He stated that the shadow study will be helpful as well as how the view of the townhomes would be impacted. He noted that the pool deck is not facing the townhomes and commented that there will also probably be allowed hours of use for the pool. He stated that much of the concern with traffic appears to be pedestrian related, noting 210 10 Proposed Minutes March 15, 2023 that there are not sidewalks to the east. He hoped that the city could work to address that issue to improve the pedestrian experience. He stated that in terms of parking, 690 stalls seems excessive for this type of project and would support the proof of parking concept that would allow more greenspace. Chair Boo noted that public art is often difficult to react to but are appreciated, especially in this type of layout. He also agreed that if appropriate parking could be reduced in return for additional greenspace. Adjournment Chair Boo adjourned the meeting at 8:48 p.m. 211 Agenda Number File 2023008 PLYMOUTH COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT PLANNING AND ZONING STAFF REPORT TO: Plymouth Planning Commission FROM: Lori Sommers, Senior Planner (763-509-5457) MEETING DATE: March 15, 2023 APPLICANT: Dietrich Development, LLC and JNA 55, LLC PROPOSAL: Sketch Plan for a mixed-use development LOCATION: North of Highway 55, south of 10th Avenue, east of South Shore Drive, and west of Revere Lane - 36-118-22-24-0089 GUIDING: CO (commercial office) and P-I (public/semi-public institutional) ZONING: PUD (planned unit development) DESCRIPTION OF REQUEST: The applicant is requesting a sketch plan review of a possible reguiding, plat, and zoning for the property located north of Highway 55, south of 10th Avenue, east of South Shore Drive, and west of Revere Lane. The applicant, Dietrich Development, LLC and JNA 55, LLC, is proposing a 6- story mixed-use building with commercial, and 330 apartment units are proposed along with 12 townhomes and roadway connections to 10th and 6th Avenues. The purpose of the sketch plan review process is for the applicant to receive comments related to the proposed project prior to incurring costs associated with a formal development application. Notice of the public meeting was mailed to all property owners within 750 feet of the site. A copy of the notification area map is attached. 212 2023008 Page 2 CONTEXT: Surrounding Land Uses Adjacent Land Use Guiding Zoning North (Across 10th Avenue) Townhomes (Trenton Ponds) LA-3 RMF-2 South (Across Highway 55) Commercial/Office CO O East Townhomes (Village of Bassett Creek), Office LA-3, CO PUD, O West Manufactured Home Park (Sun Valley Mobile Home Park), Commercial/Office LA-4, C RMF-2, C-3 Natural Characteristics of Site This site is in the Bassett Creek Drainage District. It does not contain any land within the Shoreland or Flood Plain Overlay District. The site contains four wetlands and two incidental wetlands. Previous Actions Affecting Site In 1997, “The Village at Bassett Creek PUD” was established and contains a total of 29.5 acres. The proposed project is located in the vacant western portion of this PUD. Prior to approval of the PUD, the entire 29.5-acre PUD site was guided CO (Commercial Office). In conjunction with approval of this PUD, all but roughly 6.4 acres of the site located adjacent to Highway 55 was reguided to LA-3 (Living Area 3). The portion of the PUD that remains CO is where a planned office building and public street would be located. The original PUD general plan indicated a total of 182 townhome units and a 46-unit senior apartment building for the LA-3 guided area, and a 30,000 square-foot office building for the CO guided area. The eastern portion of the PUD has been developed and contains 71 townhome units and Bassett Creek Commons (a 46-unit apartment building affordable to low-income seniors). In 2007, the city approved a preliminary plat, PUD amendment to create two lots with one containing a five-story office building and comprehensive plan amendment to the transportation plan to remove the public street connections. In 2007, awarded a Metropolitan Council Tax Base Revitalization Account (TBRA) Cleanup, and a Minnesota Department of Employment and Economic Development (DEED) Contamination Cleanup grant for the Bassett Creek Office Center project proposed on the site. In 2008, the city approved a final plat for Bassett Creek Office Center. A one-year extension to the final plat was administratively approved and the expiration date for the approval was February 26, 2011. The approvals have since expired and the project did not move forward. In 2014-2015 the Interim Response Action Plan (IRAP) was completed which included the construction of a protective cover over any remaining contamination to complete the grant. 213 2023008 Page 3 The site is part of the Minnesota Pollution Control Agency (MPCA) voluntary investigation and clean-up program for hazardous waste that may be present on the site. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has a high level of discretion in reviewing sketch plans. Any opinions or comments provided to the applicant by the staff, Planning Commission, and City Council shall be considered advisory only and shall not constitute a binding decision on the request. A sketch plan is neither approved nor denied, but rather, the purpose of a sketch plan review is to give the developer an opportunity to solicit informal comments from the city before incurring costs associated with a full development application. A full analysis of the site details is not conducted as part of a sketch plan review. ANALYSIS OF REQUEST: The applicant is requesting informal comments on a sketch plan for an approximately 330-unit apartment building with 5,000 square feet of commercial space and possible townhomes on the 12.88-acre site. Comprehensive Plan The site is presently guided P-I (public/semi-public/institutional) and CO (commercial office) in the city’s comprehensive land use guide plan. The CO guiding allows residential care facilities and senior housing at a density range between six and 20 dwelling units per acre, and a variety of office and other business uses. In order to allow a 330-unit mixed-use apartment building on this site, as part of any formal development application, the site would need to be reguided to MXD (mixed use). MXD guiding allows a density between 12 and 35 dwelling units per acre. An excerpt from the MXD section of the comprehensive plan is attached. Note that the City Council has its highest level of discretion when reviewing the comprehensive plan and proposed amendments because the guiding of land is a “quasi-legislative” action (enactment of policy). The land use guide plan is the city’s long-range planning tool that indicates what type of development should occur on all land within the city. In other words, it is the city’s plan for how it wants to direct future development and growth. The City Council may guide property as it deems necessary to protect and promote the health, safety, and general welfare of the community. 214 2023008 Page 4 Current Guiding Proposed Guiding Density is based on net acreage consistent with the procedures established by the Metropolitan Council. Although the overall mixed-use building site contains 12.88 gross acres, the site contains an undetermined amount of wetland-related buffers that would need to be deducted to determine the net acreage. Based on 12.88 acres, the site could accommodate 155 to 451 dwelling units under the requested MXD guiding. Assuming a development plan with 330 dwelling units, results in a density of 25.6 dwelling units per acre. However, once the wetland buffer area is deducted, the final density will be determined. Vehicle and Pedestrian Connections Desirable facilities for MXD guiding, as identified in the comprehensive plan, include adequate recreation facilities available to the site, sidewalks and trails connecting the development to other services and facilities, including parks, schools, churches and shopping centers, and transit facilities on the site or within ½ mile walking distance. The site is adjacent to retail commercial that contains restaurants, offices, and gas station. The developer is proposing street connections to 10th and 6th Avenues as well as space for the regional trail to go through the site. The developer would need to provide an additional sidewalk along 6th Avenue. County Road 73 Study The City Council accepted the County Road 73 in November 2022. Information about the study can be found here. The study evaluated existing conditions and made recommendations regarding future transportation improvements such as anticipated infrastructure investments in regional transit, a planned regional trail route through the area, and development potential that support transit ridership and improve safety and mobility for all. Staff used the County Road 73 Study and the Station 73 TRIP Project to evaluate the proposed project. 215 2023008 Page 5 The County Road 73 Study envisions 270 multi- family units, townhomes, and 15,000 square feet of commercial with roadway connections to 10th Avenue and 6th Avenue in the project area. The proposed plan is consistent with the city’s studies by showing: • Eagle Lake/Bryant Lake Regional Trails (ELBLRT) extension through the site from 10th Avenue to the future grade separated crossing under Highway 55. • Public roadway connections to 10th Avenue and 6th Avenue. • Develop transit supportive uses including high density residential, medium density residential, commercial, and mixed use. The proposed plan could be more consistent with the city’s studies by showing: • A pedestrian sidewalk connection from Gaylord Avenue along 6th Avenue to the east. • Provide additional commercial on site to make it a concentration of mixed uses and to encourage street level activity and more sense of place. Zoning All parcels comprising the subject site are presently zoned PUD (planned unit development). The applicant would need to modify the existing Planned Unit Development (PUD) if the proposed reguiding is approved. Staff used the RMF-4 zoning district standards to review the site plan submitted with this request. The standards that apply are as indicated on the following table. Current/Proposed Zoning Recommended Concept Plan 216 2023008 Page 6 RMF-4 District Standards Specified Shown – Approx. Measurements Complies? Building Setbacks: --From Front Lot Line abutting Highway 55 50 ft. (min.) 58 ft. Yes --From Front Lot Line abutting other streets 25 ft. (min.) 30 ft. Yes --From Other Lot Lines 25 ft. (min.) 60.5 ft. Yes Parking Setbacks: --From Front Lot Line 30 ft. (min.) 11 ft. No --From Other Lot Lines 10 ft. (min.) N/A N/A --From Building: 10 ft. (min.) 11 ft. Yes Drive Aisle Setbacks: --From Front Lot Line 10 ft. (min.) 12 ft. Yes --From Other Lot Lines 10 ft. (min.) 12 ft. Yes Drive Aisle Width: 26 ft. (min.) 24 ft. No Parking Spaces: 594 (min.) Apartment 25 (min.) commercial Site: 692 (475 indoor/217outdoor) Yes Building Height: 45 ft. (max.) No Plan Submitted No* Landscaping: 2,741 trees (min.) or fewer if a fee is paid for the difference No Plan Submitted Lighting: LZ2 District No Plan Submitted * Applicant has indicated that they will request PUD flexibility. Landscaping Section 21130 of the Plymouth 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 (approx. 2,246 trees) or one new overstory tree per 1,000 square feet of gross floor area (five trees). Apartment developments with more than 50 dwelling units require a minimum of 1.5 new overstory trees per dwelling unit (495 trees). Therefore, approximately 2,741 overstory trees or equivalent overstory trees are required for the development. 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. A landscaping plan would be required if the project moves forward. Street/Access The developer would need to provide a traffic study as part of the project to identify any potential impacts, including recommendations for addressing those impacts. 217 2023008 Page 7 Dedication of Park Land The City Comprehensive Plan does not identify the need for additional parkland within the subject site. Therefore, the developer would not be required to dedicate parkland to the city in conjunction with this development. The developer would be required to pay an equivalent cash fee in lieu of land dedication. Park dedication fees would be calculated in accordance with the dedication ordinance in effect at the time of filing for final plat. Design The applicant is proposing a six-story building. The proposed materials include brick and masonry on the bottom floors and metal panel and fiber cement siding on the upper floors. The zoning code requires that apartment structures be finished with a minimum of two different colors and two different finishes with banding incorporated into the design where appropriate to avoid expansive, unadorned areas, including, but not limited to, areas below gabled roofs. The zoning code also requires apartment structures be designed so that each façade of the building shall include roof articulation and offsets in the wall plane with all windows constructed with a minimum of three-and-one-half of trim around widow or recessed to provide shadowing. The design of the building shall comply with the city ordinance or PUD flexibility requested. Tax Increment Financing - Request If the applicant moves forward, they have stated that they will request financial assistance in the form of Tax Increment Financing (TIF). The applicant states that without these funds this site would not be financially feasible to be developed with this use or any other building use. The site has some environmental contamination that will require additional clean-up and the site contains poor soils that will require a deep foundation system that will consist of driven steel piles to reach bedrock and a structural slab to spread the support of the building over the steel piles. These soil conditions add an extraordinary cost to developing the site. The applicant will also be providing two new public streets through the development. The applicant is requesting a TIF housing district and is proposing 20% of the units as affordable units available to residents that earn 50% of the area median income (AMI) levels or less. PLANNED UNIT DEVELOPMENTS (PUDs): The purpose of the Planned Unit Development District (PUD) is to provide greater flexibility in the development of neighborhoods or non-residential areas than would be possible under a conventional zoning district. The decision to zone property to PUD legislative decision for the City Council. When the city approves a PUD, a new zoning district is created for that specific PUD. The approvals of the PUD are entered into the City’s Zoning Ordinance, so approvals must be specific and tailored to the site. PUDs can be approved when there is flexibility required from the Zoning Ordinance and the project results in a public benefit. A PUD must consist of a harmonious arrangement and selection of land uses in groupings of buildings that are planned and designed as an integrated unit. The integrated design must include elements such as building orientation and materials, utilities, parking areas, traffic and pedestrian circulation, and open spaces. 218 2023008 Page 8 The intent of PUDs are to: 1. Provide for the establishment of Planned Unit Development (PUD) zoning districts in appropriate settings and situations, to create or maintain a development pattern that complies with the City's Comprehensive Plan. 2. Allow for the mixing of land uses within a development when such mixing of land uses could not otherwise be accomplished under this chapter. 3. Provide for variations to the strict application of the land use regulations in this chapter in order to improve site design and operation, while at the same time incorporating design elements (e.g., construction materials, landscaping, lighting, etc.) that exceed the city's standards to offset the effect of any variations. 4. Promote a more creative and efficient approach to land use within the city, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the city. 5. Preserve and enhance natural features and open spaces. 6. Maintain or improve the efficiency of public streets and utilities. 7. Ensure the establishment of appropriate transitions between differing land uses. PUDs are a tool that the city utilizes to approve projects that fit the intent of the City’s Comprehensive Plan, but development of the site requires flexibility from the Zoning Ordinance standards. Instead of applying for numerous variances, the applicant can apply for a PUD which approves the site as a whole. In exchange for the PUD, the applicant provides public benefits to the city. For this specific site, a PUD is the appropriate tool to utilize because of the existing PUD zoning and the mixed-use nature of the site. The MXD guiding in the City’s Comprehensive Plan only allows for PUDs. Additionally, a PUD is the appropriate tool because of the odd lot configuration, numerous wetlands onsite, and site context. Examples of public benefits on this property may include (but will be determined with the PUD application): 1. Affordable housing, consistent with the city’s draft Moderate Income Housing Policy. 2. Pedestrian connectivity to the transit station south of the property (across Highway 55). 3. Public road improvements throughout the site. 4. High quality architecture and public art. 5. A public/private plaza next to the retail onsite. 6. Bicycle parking. 7. Solar-ready rooftop or EV-ready parking stalls. The Planning Commission should provide feedback on these items. 219 2023008 Page 9 RECOMMENDATION: The Planning Commission may provide the following informal comments to the City Council, plus any additional comments raised at the commission meeting. • The Land Use Guide Plan must be amended from C-O/P-I to MXD. • The zoning must amend the PUD. • A wetland delineation must be completed and approved. Once the wetland boundary is determined the required natural buffers must be determined and the final density can be determined. • Traffic study completed. • Provide trail easement along Gaylord Avenue to support the Eagle Lake/Bryant Lake Regional Trails (ELBLRT) extension through the site from 10th Avenue to the future grade separated crossing under Highway 55. • Provide additional pedestrian connections through the site connecting to other developments. • The design of the building shall comply with city ordinance or PUD flexibility requested. • Provide additional commercial space on site. • A landscaping plan that meets the city code must be submitted. • A lighting plan that meets the city code must be submitted. • Park dedication fees will be calculated on the final proposed development site. ATTACHMENTS: 1. Location Map 2. Aerial Photo 3. Notification Area Map 4. Applicant’s Narrative and Graphics 5. Comprehensive Plan Sections 220 1 Hwy 55 – JNA Site Pre-Application Sketch Review Plymouth, MN February 1, 2023 221 2 Development Information 1. DEVELOPMENT TEAM Applicant: Dietrich Development, LLC & JNA 55, LLC Team: Dietrich Development, LLC, Developer Kaas Wilson Architects, Architect Sambatek, Inc., Civil Engineer and Landscape Architect Chosen Valley Testing, Inc., Geotechnical Consultant Vieau Associates, Inc., Environmental Consultant 2. DEVELOPMENT LOCATION This development is located on the north side of Highway 55 between South Shore Drive to the west and Revere Lane N to the east. Uses abutting the site include townhomes to the north across 10th Ave N, townhomes and office buildings to the east, office buildings across Highway 55 to the south, and office, commercial and manufactured homes to the west. The property currently consists of one parcel (Parcel ID # 3611822240089) totaling approximately 12.9 acres. 3. DEVELOPMENT DESCRIPTION AND VISION The proposed development will create a new mixed-use community with approximately 330 apartment homes and approximately 5,000 SF of retail that will help service the neighborhood. 20% of the units would be affordable serving residents earning 50% or less of the Area Median Income (“AMI”). The site also contains a small section that could potentially provide additional development on the north portion of the site in the future. This is further described later in this section. By creating this development, this will also create a connection of 6th Avenue N. to the frontage road Rowland Street, as well as building out Gaylord Avenue to connect to 10th Avenue N. The city has received $15M in federal funding and is currently planning to enhance and provide new improvements to the Station 73 Park & Ride that is across from the development, and also modify Highway 55 to create an underpass for buses and users on the north side of Highway 55 to be able to connect to Station 73. This new underpass will also help provide a connection for the Eagle Lake and Bryant Lake regional trails that will connect through the development. The development will be a transit-oriented development that will be a major catalyst in redefining the area. The building will a 2-story concrete podium with a level of underground parking and the first level containing enclosed parking, the apartment community lobby and amenities, and the commercial space. Above the first level will be five-stories of wood frame construction consisting of the 222 3 residential units and several amenity areas. The second floor will also walk-out to an elevated amenity deck with a pool and other exterior amenities. The development currently shows in excess of a 2:1 parking ratio per unit between enclosed stalls and surface stalls. The surface stalls would additionally serve the retail. The apartment homes will be a mix of Studios, alcoves, 1-bedroom, 2- bedroom and 3-bedroom apartment homes. The anticipated amenities for the development include: · Leasing office and on-site management services · Business center and co-working areas; · Flex work space; · Clubroom and game room; · Sky Lounge · Entertainment suite; · Fitness center; · Group exercise room; · Golf and game simulator; · Movie theater; · Bike workshop and storage; · Outdoor pool; · Outdoor spa; · Grilling stations; · Outdoor fire pits; · Dog run; · Pet spa; · Heated underground parking; Potential Future Development Area It is still to be determined what could be developed on the north portion of the site that remains as part of the development. On the Illustrative Site Plan, the plan shows a potential townhome layout. The issue with this portion of the site is the poor soils and high-water table that do not allow for any underground parking and will require a deep foundation system. With lower intensity development, such as townhomes, it becomes unfeasible to build as more intensity is needed to support the deep foundation costs for any building in that area. As part of the review, the Development Team is happy to discuss the constraints and potential future capabilities of that area. 4. TRANSIT-ORIENTED DEVELOPMENT The development is ideally situated across from Station 73 with the future underpass to connect the development to the Park & Ride. The building is a high-density mixed-use development that will help provide activity along Highway 55 and bring users to the area that will use and benefit from 223 4 the transit options. Additionally, here are some of the transit-oriented development features that the project will provide being adjacent to Station 73: · High Density Residential Development · Neighborhood Serving Retail · Connected to Regional Trails · Creating New Street Connections · Extension of Public Watermain to Support Future Development Intensity · Public Plaza Connecting the Regional Trails and Retail · Private Bike Workshop and Parking for Residents · Exterior Bike Parking and Fix-It Station for Community and Retail · Provide Seating Areas and Lighting for Regional Trail · Enhanced Boulevard and Landscaping for Regional Trail and Site · Provide Outdoor Drinking Fountain with Pet Fountain · Public Art – Potential Historical Ties · Reducing Parking for Mixed-Use Development As part of the sketch plan review, the Development Team would like to share and receive feedback on public art ideas and a further reduction in parking as part of the Planned Unit Development. The Development Team could get creative and could provide a proof of parking concept for the reduction of surface parking stalls. 5. REQUESTED ACTIONS Applicant is requesting a pre-application sketch plan review by city staff, the Planning Commission and City Council of the proposed mixed-use development housing approximately 330 apartment homes and approximately 5,000 SF of retail commercial services. It is anticipated that the development will need the following applications after completion of the pre-application sketch plan-review: · Land Use Guide Plan Amendment · Amendment or new Planned Unit Development zoning o PUD General Plan o PUD Final Plan · Preliminary and Final Plat o Vacation of easements o Vacation of southwest corner cul-de-sac ROW by City o Dedication of ROW for Gaylord Avenue and 6th Avenue N extensions and trails · Public Financial Assistance (Tax Increment Financing) 224 5 Land Use Guide Plan Amendment The current guiding of the property is CO (Commercial Office) and P-I (Public/Semi- Public/Institutional) under the City’s comprehensive land use guide plan. These designations do not allow for high density residential or commercial services. To allow for the development the Applicant is requesting to amend the City’s comprehensive land use guide plan to MXD (Mixed Use). The MXD designation would allow up to 35 units per acre for residential uses in addition to allowing for a commercial/retail use. This development has a density of approximately 26 units per acre (excluding removing any wetland area), but with the reduction of area in wetlands, area below the high-water level and other city requirements, the density would be approximately 33 units per acre. To address the items that are required for an amendment to the Comprehensive Plan, please see the following information: I. Location Criteria a. The area adjacent to the property has several different uses including office, retail services and townhomes. The site is also in close proximity to the Waterford Park Plaza shopping center and Station 73 Park & Ride. By adding a high density residential use next to these other uses, the development would support these other local uses and help provide additional services and investment to the area as the City plans to redevelopment around Station 73. This site is also called out for high density residential and commercial uses as part of the County Road 73 Small Area Plan. These conditions support the amendment of the Comprehensive Plan to allow for Mixed Use. II. Re-examination of the Comprehensive Plan a. The County Road 73 Small Area Plan specifically calls for this site to become high density residential and provide additional commercial services. It further calls for expanding housing options in the area to help support the transit. By providing affordable housing, this development is also providing additional housing options to Plymouth residents at different income levels. III. Land Supply and Demand a. There is a shortage of land in areas near retail and other office use employers to create communities with shorter transit and access to goods. There is also a shortage of housing stock available in relation to demand in Plymouth and throughout the Twin Cities metropolitan area. Finding redevelopment property that is underutilized such as this vacant parking lot is a way to spur development in areas where land is generally not available. JNA 55, LLC has also owned this land for 20+ years and has explored multiple development options that were not feasible. Due to the soils in this area, financial assistance is needed for any development to occur. IV. Merit of Amendment 225 6 a. By amending the Comprehensive Plan to allow for this development, the City will be adding high quality housing, including affordable housing to the City’s housing stock. This housing will help support the ridership as part of the Station 73 Park & Ride and also spur other redevelopment in the area as called for in the County Road 73 Small Area Plan. Additional high density residential will put more people in the area to support the other retail uses and help employers attract talent with more housing options. This amendment and subsequent financial assistance will help this long underutilized and unfeasible development become a reality. V. Impact on Other Comprehensive Plan Elements a. The site is large and has been unutilized for decades. By completing this development, the City will be able to connect several local streets and further enhance the mixture of uses in the area to support each other. Additionally, the development will connect the regional trails to the south side of Highway 55, helping to support modes of transportation and allow for residents to connect with the natural resources that Plymouth has to offer. The Development will also provide ridership support to the Station 73 Park & Ride to help make that viable long-term and a neighborhood service to provide more transit options. VI. Fiscal Impacts a. The site is currently vacant and without financial assistance is unfeasible. By supporting the development and financial assistance needed to make the development feasible, it will help spur investment into the area with other redevelopments. The additional residents added to the area will help support local businesses and increase the sales tax captured by the City. Also, at the end of the financial assistance period, the property will provide additional tax revenue to the City, County and School District that would not otherwise be available without the completion of the development. Amendment or New Planned Unit Development The site is currently a Planned Unit Development and would need to be amended or provide a new PUD to be more specific for this proposed development. The PUD would be used to allow for flexible zoning for development standards, that would be anticipated to include: · Increased building height · Reduced building setbacks · Reduction in parking requirements · Increase in Impervious Surface These items would be confirmed at time of the full entitlement applications being submitted. 226 7 Preliminary Plat/Final Plat The Planned Unit Development consists of one parcel that would be subdivided into multiple parcels due to the constructing of the local street connections, water main and trails that will be dedicated to the city. Part of the development would include the City vacating a small portion of ROW at the southwest corner cul-de-sac to allow for the building and plaza area. This would be vacated as part of a land swap for building and dedicating the newly created public infrastructure. In addition to this, current drainage and utility easements will be vacated as necessary. Tax Increment Financing (TIF”) The site has some environmental contamination that will require additional clean-up in addition to what has already done by the land owner. The site also contains very poor soils that do not allow for a standard strip-footing foundation system. To get the structural integrity needed for the building, the development will need a deep foundation system that will likely consist of driving helical piles to support a structural slab. This deep foundation system adds a large amount of financial burden to the development. Utilities connections through the site will also require a deep foundation system so that the pipes do not settle and lose the proper sloping needed to provide their services. Additionally, the development is tasked with building out two new local connecting roads and a watermain extension to connect service from the east to the west through the site. These are all unique costs that add financial burden to the development and requires financial assistance to create a feasible project. The Applicant is proposing that the City provide a Tax Increment Housing District to support the feasibility of the development. With the use of a Housing District, the development will provide 20% of the units as affordable units available to residents that earn 50% of the AMI levels or less. The addition of affordable units also reduces the income generated by the development that will further expand the financial burden. The Applicant will work with city staff and the city’s financial consultant to analyze the development and determine the appropriate amount of TIF provided to allow for the development to become feasible. The benefits of providing the TIF, allow for the development to move forward and provide additional housing and affordable housing for the area, providing new local connections and infrastructure for the City, and spurring more investment into the area around the Park & Ride to increase the vitality of the overall area. 6. ARCHITECTURAL DESIGN The neighboring buildings have several different architectural styles as there are many different uses. The development will use a mixture of brick, metal panel and fiber cement board siding as exterior materials. To help connect the building to the surrounding area, the team provided some bold features of raised areas with sleek metal panel to provide a tie to the office buildings in the area and then more brick and fiber cement board siding around the development to be more 227 8 traditional and tie closer to the residential portions of the neighborhood. This mixture of high- quality materials and the bold features along Highway 55 provide for a focal point for those who travel through the area. A product that resembles a wood look has been chosen to complement the nearby natural landscapes and provide for a softening in the overall materials. Some of the sustainable planning and design features of the building will include: - Enhanced stormwater management for the new development; - The project will be enrolled in Xcel’s Energy and Centerpoint Energy’s Energy Design Assistance program for energy efficiency; - Installation of electric car charging capabilities; - Installation of occupancy sensor lighting controls in select building locations; - Installation of individual programmable thermostats, high quality, energy-efficient windows, energy star (or comparable energy-efficient) appliances and other sustainable building materials 7. UTILITIES Public The Applicant has met with the City Engineer and public utilities are readily available to the site. As part of the extension of 6th Avenue N to connect to Rowland Street the frontage road to the west, the development would extend the watermain underneath that road infrastructure. For stormwater, stormwater improvements were approved and constructed with the original development plan. These improvements will be modified and supplemented if necessary to comply with the current stormwater rules and regulations to allow for the proposed development plan. Private The private utilities for the proposed development are: Electricity Xcel energy Natural Gas CenterPoint Energy Telephone/Internet Centurylink Communications Cable TV/Internet Comcast 8. SITE ACCESS AND PARKING The site will have two main access points with the first on Gaylord Avenue and the second on 6th Avenue N. To get to the front of the building, there is an underpass connection straight off of the 6th Avenue N access point. This underpass includes removal of the first level of the building to allow for traffic to pass. There are parking areas in both the front and back of the building and as part of the review, the Applicant will discuss the benefit of removing some of the surface parking. To allow 228 9 fire access to the front of the building, there will be an emergency only access point tied into the plaza area at the southwest corner of the site. Our civil engineer will design a grass paver system or something similar to allow for that access. The Applicant is working with the City Engineer to Additional fire truck radius exhibits will be shared at time of the full entitlement applications submittal. 9. Environmental The site currently is encumbered by an environmental covenant from the Minnesota Pollution Control Agency (“MPCA”). Our environmental consultant has had preliminary conversations with the MPCA and have shared are proposed development plan. The MPCA is open to modifying or terminating the environmental covenant pending further information. To satisfy the MPCA’s needs, our environmental consultant is finishing additional soil vapor testing that will be submitted with a Response Action Plan and Construction Contingency Plan to receive approval on how to handle any environmental contamination and to allow for the proposed development. Additionally, our environmental consultant has completed the Wetland Delineation and has been in contact with the City’s water resources department. This Wetland Delineation is included in the package and will be finalized once confirmed by the city and other governing jurisdictions. Based on their findings, the site contains approximately 2.65 acres of wetlands. 10. Proposed General Schedule The Applicant expects to receive feedback from city staff, the Planning Commission and City Council over the next several months and would then follow by submitting full entitlement applications this spring with anticipated approvals this summer. Pending timing of permits and the financial market, construction could start later in 2023. 229 10 Development Profiles Dietrich Development – Cody Dietrich Cody’s experience includes the development of more than 2,500 new construction multifamily units and over 500 units that were acquired and substantially rehabilitated. The total development costs of those multifamily developments exceeds $800M and ranges from luxury, Class-A developments to affordable tax credit developments. Cody began his career at Dominium, one of the largest affordable housing developers in the country and then previously worked at Doran Companies, one of the largest multi-family developers in the Midwest as the Director of Development developing Luxury and mixed-income multifamily developments. Previously with Doran, Cody initially managed the 176-unit Bassett Creek apartment project in the City of Plymouth prior to his departure to develop on his own. Other examples of past complete multifamily developments include: · Expo – 369-unit development in Minneapolis · Birke – 175-unit development in Minnetonka (approximately a mile from the site) · Aria – 184-unit development in Edina JNA 55, LLC – John Allen John Allen is President, CEO and sole principal of Industrial Equities, LLP, a privately held commercial real estate investment, development, and management firm based in Minneapolis, Minnesota with hotel, residential, commercial, and industrial projects and interest in Minnesota, Wisconsin, Iowa, Arizona, and Florida. John founded Industrial Equities in 1983 and has expanded Industrial Equities’ multi-tenant industrial portfolio through development and acquisition to its current level of over three million square feet. Allen’s related residential land development company, Windsor Development, has completed almost 2,000 residential lots in communities throughout Minnesota, Arizona, and Florida. 230 kaas wilson architects PLYMOUTH APARTMENTSCOVER 0.0 1 FEB 2023 PLYMOUTH APARTMENTS 1 FEB 2023 231 PROJECT TEAM DEVELOPMENT Dietrich Development (507) 440-5702 ARCHITECT Kaas Wilson Architects 1301American Blvd E, Suite 100 Bloomington, MN 55425 (612) 879-6000 CIVIL ENGINEERING Sambatek 3131 Superior Drive NW, Unit B Rochester, MN 55901 (763) 297-3654 kaas wilson architects PLYMOUTH APARTMENTSPROJECT SUMMARY 0.1 1 FEB 2023 HWY 55 H W Y 55 HW Y 1 6 9 10TH AVE N10TH AVE N6TH AVE N 6 T H A VE N RE V E R E L N SITE MANUFACTUREDHOMES TOWNHOMES TOWNHOMES OFFICE/RETAIL OFFICE OFFICE OFFICE INDUSTRIAL INDUSTRIAL PARK &RIDE INDUSTRIAL COMMERCIAL WATERFORD PARK PLAZASHOPPING CENTER SINGLE FAMILYRESIDENTIAL APARTMENTS APARTMENTS OFFICE 232 233 234 POOL/AMENITY DECK 24,000 SF 1 BUILDING ENTRANCE 2 GARAGE ENTRANCE SITE PLAN KEY 3 ROOFTOP DECK 4 AMENITY SPACE 5 COMMERCIAL ENTRY 6 DOG RUN kaas wilson architects PLYMOUTH APARTMENTSSITE PLAN 2.0 1 FEB 2023 1" = 80'-0"1 SD Site Plan 0 160'80' Scale: 1 inch = 80 feet 1 2 3 4 6 5 2 5 235 10% SLOPE T O LVL -1 PRECAST POOL ON LVL 1 NO PARKING ON SLOPE 10% SLO PE TO LVL 1 kaas wilson architects PLYMOUTH APARTMENTSPARKING PLAN 2.1 1 FEB 2023 1" = 60'-0"1 Level 1 1" = 60'-0"2 Level -1 236 POOL/AMENITY DECK kaas wilson architects PLYMOUTH APARTMENTSTYP FLOOR PLAN 2.2 1 FEB 2023 1" = 80'-0"2 Levels 3-5 1" = 80'-0"1 Level 2 237 kaas wilson architects PLYMOUTH APARTMENTSTYP FLOOR PLAN 2.3 1 FEB 2023 1" = 80'-0"1 Level 6 238 kaas wilson architects PLYMOUTH APARTMENTSRENDERINGS 5.0 1 FEB 2023239 kaas wilson architects PLYMOUTH APARTMENTSRENDERINGS 5.1 1 FEB 2023240 24 1 From: Chloe McGuire Sent: Tuesday, March 21, 2023 2:09 PM To: Webmail - Planning; privetik@gmail.com Cc: Lori Sommers Subject: RE: 6-STORY APARTMENT BUILDING PROPOSED IN SOUTHEAST PLYMOUTH Hi Tatiana – Thanks for your comment. We will add it to our records. Thanks, Chloe Chloe McGuire, AICP (she/her) | Planning and Development Manager City of Plymouth 3400 Plymouth Boulevard Plymouth, MN 55447 Phone: 763.509.5452 Plymouth, Minnesota | Adding Quality to Life From: Tatiana <privetik@gmail.com> Sent: Tuesday, March 21, 2023 9:21 AM To: Webmail - Planning <Planning@plymouthmn.gov> Subject: 6-STORY APARTMENT BUILDING PROPOSED IN SOUTHEAST PLYMOUTH I'd like to know if the city of Plymouth is planning to do anything with the South Shore and Hwy 55 intersection with this large development. The intersection on the North side is designed very poorly. During rush hours the traffic in the turn/straight line backs up to South Shore Park. The cars that need to turn right can't turn right because the turn late is blocked by the cars that are trying to cross Hwy 55. If a large development is added on this site, the intersection would be backed up even more during rush hour traffic. This was mentioned by several people in the small area study for that area but in the final proposal I didn't see anything that indicated the North side of the intersection would be redesigned. I really like the idea of the apartment building on this site but I feel like 330 units is too big for current roads to handle. The infrastructure has to be in place before or at the same time that building is built. Thanks, Tatiana Glistvain You don't often get email from privetik@gmail.com. Learn why this is important 242 From: Chloe McGuire Sent: Tuesday, March 21, 2023 4:29 PM To: Stevenson, Taylor; Webmail - Planning; Bill Wixon; Jim Davis Cc: Cameron Willox; Lori Sommers Subject: RE: Proposed Development - Bassett Creek Hi Taylor – Thanks for your comments. We will add a record of these to our files. Thanks, Chloe Chloe McGuire, AICP | Planning and Development Manager City of Plymouth 3400 Plymouth Boulevard Plymouth, MN 55447 Phone: 763.509.5452 From: Stevenson, Taylor <taylor.stevenson@nfp.com> Sent: Tuesday, March 21, 2023 11:27 AM To: Webmail - Planning <Planning@plymouthmn.gov>; Chloe McGuire <cmcguire@plymouthmn.gov>; Bill Wixon <bwixon@plymouthmn.gov>; Jim Davis <jdavis@plymouthmn.gov> Cc: Cameron Willox <cameron.willox@gmail.com> Subject: Proposed Development - Bassett Creek Hello Chloe, Bill, Jim and The Planning Commission, My name is Taylor Stevenson, and I am a resident in the Basset Creek townhomes on 8th Ave (next to 6th Ave – one of the proposed exits for the new development). Additionally, I work in the Waterford Park building. So, I spend most of my time in this area. I’m writing to express my concern with the very large, proposed development behind my townhome. I’m concerned, like many of the residents nearby, about the traffic, noise and density of people in such a small area. I read the recent article about the proposed project (https://ccxmedia.org/news/6-story- apartment-building-proposed-in-southeast-plymouth/). From a size perspective, I think 330 units is way too big and the indication that there aren’t enough apartment buildings in Plymouth is outrageous. Doing a quick google search, there are 10+ apartments within a 5-mile radius of the proposed development. There is also another apartment building currently being built on the East side of Cub Foods with 176 apartments (https://dorancompanies.com/doran-multifamily-project-approved-in- plymouth/). Some people who received this message don't often get email from taylor.stevenson@nfp.com. Learn why this is important 243 Let’s assume 1.5 people per unit, as a majority of the apartments will be 2 bedrooms, at that rate that is an additional 495 people. Add that to the Doran Companies apartment building being built down the road for 264 people (176 times 1.5 people per unit), we have added 759 people using the same traffic pattern each day. Do we really need this? This is already a highly concentrated area with retail shops nearby. I’m also concerned about the noise this project would bring over the next 2 years. The appeal of my townhome was the neighborhood feel with close proximity to goods and services and a trail. Having a 6- story apartment building being built with trucks coming and going definitely takes away from that. Not to mention the added traffic in every direction once it’s built. I walk to the Luce Line trail often and daily in the summer. In order to get there, I will be in the path of each entrance/exit of the proposed building. I’m agile and younger, and this gives me pause – I can only imagine how the elder individuals in the Bassett Creek Condominiums would feel. Overall, I think it is too large and an unnecessary project in this area. I moved from the Camerata in St. Louis Park due to density and overcrowding. I’m hopeful you all will not allow that to happen in Plymouth. Please feel free to contact me at 920-740-9017 with any additional questions. Thank you, Taylor Stevenson Taylor Stevenson Senior Advisor Wealth Management 505 Waterford Park | Highway 169 N | Suite 1100 | Plymouth, MN 55441 P: 952.847.1342 | C: 920.740.9017 | F: 952.487.5686 | taylor.stevenson@nfp.com | NFP.com Securely Upload Files 244 Insurance services provided through The KNW Group LLC, a subsidiary of NFP Corp. (NFP). Securities may be offered through Kestra Investment Services, LLC (Kestra IS), member FINRA/SIPC. Investment advisory services may be offered through Kestra Advisory Services, LLC (Kestra AS), an affiliate of Kestra IS. Kestra IS and Kestra AS are not affiliated with The KNW Group or NFP. Click Here to View Form CRS This e-mail may contain information that is privileged, confidential or protected under state or federal law. If you are not an intended recipient of this email, please delete it, notify the sender immediately, and do not copy, use or disseminate any information in the e-mail. Any tax advice in this email may not be used to avoid any penalties imposed under U.S. tax laws. E-mail sent to or from this e-mail address may be monitored, reviewed and archived. 245 From: Mark Peterson <mpeters2001@gmail.com> Sent: Thursday, March 9, 2023 8:17 AM To: Lori Sommers Subject: Dietrich Development LLC and JNA 55 LLC Proposed Development Lori Sommers Reference proposed development (File 2023008) by Dietrich Development LLC and JNA 55 LLC Thank you for returning my call. I will be out-of-town on March 15 but would like my concerns entered into the record. The proposed development (i.e., 330 apartments in 6 stories and 12 Townhomes) is too dense for the location and lot, especially considering the extensive wetlands on the lot and its critical location in the Bassett Creek Watershed. Also, the proposed plans appear to miss a documented wetlands on the South, East corner of the lot, why was this omitted? A responsible development in this area would be welcome but, as planned, this will lower property values of the surrounding homes, business, will create traffic and parking problems and short- and long- term environmental impact for the local watershed. Additionally, with 1000’s and 1000’s of apartments built in the last few years of “cheap money” no TIF or other subsidies should be offered, the city and taxpayers shouldn’t be liable when developers overbuild. Thank you for listening to my concerns. Mark Peterson 1052 Trenton Cir. North Plymouth, MN You don't often get email from mpeters2001@gmail.com. Learn why this is important 246 From: Chloe McGuire Sent: Wednesday, March 22, 2023 3:04 PM To: Lori Sommers Subject: FW: Opposing the 6-Story Plymouth Apt. Complex Another From: Jenna Untiedt <jbuntiedt@gmail.com> Sent: Wednesday, March 22, 2023 2:57 PM Subject: Opposing the 6-Story Plymouth Apt. Complex To whom this may concern: As a citizen and property owner in Plymouth, I am not in support of the proposed 6- story apartment complex north of Hwy 55. This type of development will completely change the neighborhood landscape, one that I am currently very happy to live in and be a part of. As an owner within the Basset Creek community, the addition of 300+ units is not welcome as it will bring additional traffic, likely more crime, and disrupt the quiet nature of the neighborhood. There is nothing else of this size in the neighborhood, and it should remain that way. I am not in support of this new development and hope that you consider these thoughts as you make your decisions. Sincerely, Jenna Untiedt 612-703-8942 You don't often get email from jbuntiedt@gmail.com. Learn why this is important 247 Questions City Council to consider: A. It appears that this is NOT a financially viable development. The developer stated they need to exceed the city’s height restrictions of 45 feet by over 50% to make this development financially viable. This raises questions regarding fire safety and equipment. The city just recently purchased a 2nd 75’ Tower Truck. Simple geometry would indicate that 75’ Tower would offer marginal height coverage for the proposed building. Would we need to spend 7 figures to upgrade equipment and facilities? Additionally, will additional police services be needed? An added population of 600-700 people in a confined area may require additional patrols/manpower. The city requested 15,000 sq. feet of commercial space be made available, the development plan only has 5000 sq feet. The developer stated that without the 6 story height variance, reduced commercial space AND taxpayer financing the development would NOT be economically feasible. Why should the Plymouth taxpayers finance the development via TIF? How long would the taxpayers have to wait to reclaim the TIF money if ever? B. Proposed ingress/egress to the site for emergency response is less than ideal for a concentrated population of 600 or more residents. o The addition of 500 to 600 additional cars during two prime commute times has the potential to cause major traffic congestion at the 10th / S. Shore Dr./ Hwy 55 interchange which is already very congested during the prime commute hours. Using 6th will put undue safety and traffic concerns in an already congested area. Traffic from 6th onto Revere would become quite congested during commute times because of the stop lights on 55 and also on Revere. Traffic on 10th, which is a veritable speed way for commercial trucks during the week, would be dramatically increased and render the existing crosswalks unusable during business hours in addition to dramatically increase the possibility of serious accidents. The site has been used as a dumping ground for past hazardous waste, including debris from Hwy 394 construction. The wetlands on the property are natural and serve as a runoff holding pond. The water table tests that were done last summer were done during the extended period drought of last year one of the driest years on record calling into question the implied results. The addition of several hundred thousand square feet of hard surface will exacerbate the runoff and overflow into the existing wetlands not to mention the gas/oil contamination runoff from the 650-700 parking spaces. 248 C. At this time there has been no discussion of the additional 12 townhomes proposed for the development. It would appear that the possible sites would be negated by the water table and the natural wetlands. The entire area is a peat bog so any roads constructed on the site will require constant upgrading as they will rapidly deteriorate without a solid base. Has the DNR and the MPCA reviewed and permitted the intended use for these wetlands? D. Finally, is this the best possible use for this property? Clyde Stedman 1180 Trenton Circle N Plymouth, Mn. 55441 218 213 8375 249 Regular City Council March 30, 2023 Agenda Number:8.3 To:Dave Callister, City Manager Prepared by:Erik Fadden, Public Safety Director Reviewed by:Erik Fadden, Public Safety Director Item:Consider options for rental license action at 5820 Oakview Lane North 1.Action Requested: Determine which action to take regarding the rental license at 5820 Oakview Lane North: - Take no action - Suspend the license - Revoke the license, or - Place the license on probation 2.Background: On March 4, 2023, the Plymouth Police Department was called to a shooting at 5820 Oakview Lane North in Plymouth. Officers arrived at the residence and found a large group of juveniles and young adults inside the home and scattered throughout the neighborhood. Inside the home, they found an adult male deceased from multiple gunshot wounds. During the initial investigation, detectives learned that the home was rented via a short-term rental website. It was determined that the renter booked the short-term rental home to host a party. The home is licensed by the City of Plymouth as a rental property. The license was granted in December 2022. Plymouth City Code 410 guides rental licensing. Section 410.42 Subd. 1 states it shall be the responsibility of the rental license holder to take appropriate action, with the assistance of the city, to prevent conduct by tenants or their guests on the licensed premises, which is hereby deemed to be disorderly, in violation of any of the following statutes or ordinances. City Code identifies a process of progressively stricter penalties for repeated rental license violations within a 365-day period culminating with the option for the city to suspend, revoke or place on probation, the license after three violations. In reviewing the details of this incident, staff has determined that the violations that occurred on March 4, 2023 were so numerous and egregious that it merits review by the Plymouth City Council to consider further action. Staff has determined that the following violations listed in Section 410.42 Subd. 1 occurred on March 4, 2023 at 5820 Oakview Lane North; - Murder (2nd degree intentional murder) - Unlawful sale or possession of controlled substances 250 - Noise and noisy assemblies - Unlawful sale, possession or transportation, sale or use of a weapon - Unlawful sale, furnishing, use or possession of intoxicating liquor - Unlawful sale or possession of small amounts of marijuana - Contributing to the delinquency of a juvenile Plymouth City Code 410 provides guidance on the license review process. A hearing shall be held at a regular City Council meeting but is not considered a public hearing. Plymouth city staff notified the rental license holder via US Mail, Certified US Mail and electronic mail, of the intent to hold a hearing before the City Council this evening. Notification was made in accordance with Plymouth City Code. There are four options for the City Council to consider on any rental license issued under Plymouth City Code if the license holder or their agents, employees, representatives or lessees directly or indirectly operate or maintain a rental dwelling contrary to provision listed in City Code or the laws of the State of Minnesota. The options are to take no action, suspend the license, revoke the license or place the license on probation (Plymouth City Code Section 410.45). Staff recommends the City Council open the hearing to consider any actions regarding the rental license at 5820 Oakview Lane North. 3.Budget Impact: N/A 4.Attachments: Plymouth City Code 410 251 SECTION 410. - RENTAL LICENSING 410.00. - Purpose. It is the purpose of this ordinance to protect the public health, safety and welfare of citizens of the City who have as their place of abode a living unit furnished to them for the payment of a rental charge to another by adopting licensing regulations for all rental dwellings in the City. 410.05. - Definitions. For the purposes of Section 410.00 et seq., the terms defined in this Section shall have the meanings given them in the subdivisions which follow: Subd. 1. Rental Dwelling. As used in this ordinance the term "rental dwelling" shall mean any rental dwelling with one or more living units. "Rental dwelling" does not include hotels, motels, hospitals and homes for aged. Subd. 2. Operate. As used in this ordinance, the term "operate" means to charge a rental charge or other form of compensation for the use of a unit in a rental dwelling. 410.10. - License Required. No person, firm, partnership, corporation or other legal entity shall operate a rental dwelling in the City without first having obtained a license. The license is issued annually for three or more family dwellings and every three years for one and two family dwellings and condominiums dwelling units and is valid until the date of expiration. Ord. 2015-13, 4/28/2105) 410.15. - Application for Licenses. Applications for licenses shall be made in writing on forms provided by the City and accompanied by the fee amounts as established by the Council. Such application shall be submitted at least 60 days prior to the expiration date of the license, and shall specify the following: Subd. 1. Name, business or residence address and telephone number of the owner of the dwelling. If the owner is a partnership, the name of the partnership, the name, residence address of the managing partner, and the full name and address of all partners. If the owner is a corporation, the name and address of the corporation, and the name and address of the chief operating officer; in cases where the owner of a dwelling resides outside of the seven-county metropolitan area consisting of the following counties: Hennepin, Anoka, Washington, Ramsey, Dakota, Scott, and Carver; the owner's agent/contact person shall reside within the seven-county area. Subd. 2. If the owner has appointed an agent authorized to accept service of process and to receive and give receipt for notices, the name, business or residence address, and telephone number of such agent. Subd. 3. Every applicant, whether an individual, partnership, or corporation, shall identify in the application, by name, residence or business street address and telephone number, and a natural person who is actively involved in, and responsible for, the maintenance and management of the premises. Said natural person shall, if other than the owner, affix his or her notarized signature to the application, thereby accepting joint and several responsibility with the owner (including any potential criminal, civil, or administrative liability) for the maintenance and management of the premises. A post office box or commercial mail receiving service are not acceptable as an address for such person. The individual designated herein may also be the owner of the dwelling or an agent identified in subsection (2) above. Subd. 4. Street address of the dwelling. 252 Subd. 5. Number and kind of units within the rental dwelling (dwelling units, tenement units, rooming units or others). For each unit, specify the floor number, and the unit number and/or letter and/or designation. Subd. 6. In the event that any of the information required to be provided by this Section changes, the applicant or licensee shall, within ten days, notify in writing the Code Official of the change. However, if the natural person designated in Subdivision 3 changes, the licensee or applicant shall file and entirely new application within ten days. Furthermore, for just cause, the Code Official may request that an applicant or licensee complete and file a new or replacement application for any rental dwelling, giving the licensee or applicant a minimum of ten days to comply. Subd. 7. Section 410.42 shall apply to a dwelling as if the dwelling has a rental license in the instance where the dwelling was rented without a license as required by Section 410 but is within 365 days of filing an application for a license. If there have been three or more instances of conduct deemed to be disorderly under Section 410.42 during the 365 days prior to filing the application, the rental dwelling license shall not be issued until 365 days have elapsed since the last violation. If there have been one or two instances of disorderly conduct during the prior 365 days, the license may be issued but the instances of disorderly conduct shall apply to the license. (Ord. 2008-14, 5/27/2008; Ord. 2015-13, 4/28/2015; Ord. 2016-14, 4/26/2016) 410.20. - Temporary Licenses. The Code Official may issue a temporary license to the owner of a rental dwelling who has submitted an application and paid the license fee. A temporary license shall authorize the continued occupancy of rental dwelling units in actual existence, pending issuance of a rental dwelling license. A temporary license shall authorize the continued occupancy of dwelling units converted to rental usage, which shall be inspected pursuant to Section 410.32. A temporary license indicates only that the owner has submitted an application for a license and paid the required fee, and that the license shall be issued or denied after the building has been inspected for compliance with the minimum standards set forth in Section 410.40. A temporary license is not a determination that the building complies with the housing maintenance code or minimum standards set forth in Section 410.40. (Ord. 2008-14, 5/27/2008) 410.23. - Mandatory Training. The owner or property manager of a rental dwelling must complete Crime Free Multi Housing training offered by the Police Department or a similar program approved by the Police Department prior to the issuance of an initial rental license, or upon any change in property ownership. Refresher training is required every five years thereafter for individuals who own or manage five or more rental dwelling units in the City. The requirements for mandatory training do not apply to a person who owns or manages one rental dwelling unit in the City. If three or more violations of Code Section 410.42 occur in a 365-day period at a single-family rental dwelling owned by a person who is not required to have mandatory training, that person must complete the mandatory training before the dwelling license may be renewed. (Ord. 2008-14, 5/27/2008; Ord. 2015-13, 4/28/2015) 410.25. - License Renewal. Notwithstanding the application signature requirements of Section 410.20, renewals of the license as required annually by this Code may be made by filling out the required renewal form furnished by the City Manager to the owner, operator or agent of a rental dwelling and mailing said form together with the required registration fee to the City Manager. 253 410.27. - Tenant Register. The licensee must, as a continuing obligation of its license, maintain a current register of tenants and other persons who have a lawful right to occupancy of apartments within the apartment house or rental home. In its application, the licensee must designate the person or persons who will have possession of the register; and must promptly notify the City of any change of the identity, address or telephone numbers of such persons. The register must be available for the inspection by the City at all times. (Ord. 2004-24, 10/26/2004; Ord. 2015-13, 4/28/2015) 410.30. - License Fees. Rental license fees are set forth in Chapter X. 410.32. - Inspections Required. Pursuant to this Section, the Code Official shall make inspections to determine the condition of rental dwellings located within the City for the purpose of enforcing the rental licensing standards. The Code Official or designated representative may enter, examine and survey at all reasonable times all rental dwellings and premises after obtaining consent from an occupant of the premises. In the event that an occupant of the premises does not consent to entry by the Code Official or designate representative, and if there is probable cause to believe that an inspection is warranted, then application may be made to the court for an administrative or other search warrant for the purpose of inspecting the premises. (Ord. 2008-14, 5/27/2008) 410.35. - Posting. Every registrant of a rental dwelling shall post the annual license issued by the City Manager. The annual license shall be conspicuously posted by the registrant, in a public corridor, hallway or lobby of the rental dwelling for which they are issued. 410.37. - Notices. Whenever a notice is required to be sent to or served upon the licensee of a rental dwelling under this Section, notice shall be deemed sufficient if sent certified mail to the owner or owner's designated agent at the address specified in the last license application filed with the City. If a notice sent to the address specified in the last license application is returned, and the owner or owner's agent cannot be found, then notice shall be sent to the person designated in the last license application as responsible for the maintenance and management of the premises, or any other known caretaker or manager, and a notice shall also be posted on the building. (Ord. 2008-14, 5/27/2008) 410.40. - Maintenance Standards. Every rental dwelling shall maintain the standards in Chapter 405 Housing Maintenance Code in addition to any other requirement of the ordinance of the City or special permits issued by the City, or the laws of the State of Minnesota. 410.41. - Use of Rental Dwelling for a Home Occupation. 254 A home occupation may be operated within a rental dwelling in compliance with City Code Section 21145 and as modified below: No more than one delivery to or shipment from a home in conjunction with the home occupation by a vehicle over 20,000 Gross Vehicle Weight Rating (GVWR) shall be made per week (Sunday through Saturday) to the property. (Ord. 2015-30, 11/24/2015) 410.42. - Rental dwelling licenses. Conduct on licensed premises. Subd. 1. It shall be the responsibility of the rental license holder to take appropriate action, with the assistance of the City, to prevent conduct by tenants or their guests on the licensed premises which is hereby deemed to be disorderly, in violation of any of the following statutes or ordinances: Minnesota Statutes, Sections 609.75 through 609.76, which prohibit gambling; Minnesota Statutes, Section 609.321 through 609.324, which prohibits prostitution and acts relating thereto; Minnesota Statutes, Sections 152.01 through 152.025, and Section 152.027, Subdivisions 1 and 2, which prohibit the unlawful sale or possession of controlled substances; Minnesota Statutes, Section 340A.401, which prohibits the unlawful sale of alcoholic beverages; Section 2025 of this Code, which prohibits noise and noisy assemblies; Minnesota Statutes, Sections 97B.021, 97B.045, 609.66 through 609.67 and 624.712 through 624.716, and Section 930 of this Code, which prohibit the unlawful possession, transportation, sale or use of a weapon; or Minnesota Statutes, Section 609.72, which prohibits disorderly conduct, when the violation disturbs the peace and quiet of the occupants of at least one unit on the licensed premises or other premises, other than the unit occupied by the person(s) committing the violation. Failure to comply with dangerous dog requirements in violation of Section 915 of this Code or Minnesota Statutes Chapter 347. Indecent exposure in violation of Minnesota Statutes, Section 617.23. Assault, as defined by Minnesota Statutes, Sections 609.221, 609.222, 609.223, 609.2231, and 609.224, excluding domestic assaults. Public nuisance, as defined by Section 960.03, subdivision 1, of this Code or Minnesota Statutes, Sections 609.74—609.745. The unlawful sale, furnishing, use, or possession of intoxicating liquor or malt liquor in violation of Minnesota law or Chapter XII of this Code. Criminal damage to property in violation of Minnesota Statutes 609.595. The unlawful sale or possession of small amounts of marijuana in violation of Minnesota Statutes, Section 152.027 subd. 4. The unlawful possession or use of drug paraphernalia in violation of Minnesota Statues, Section 152.092. 255 Contributing to the delinquency or status as a juvenile. Failure to restrain a domestic animal in violation of Section 915 of this Code. Cruelty to animals in violation of Minnesota law. Excess number of domestic animals in violation of Section 915 of this Code. Illegal possession of a wild animal in violation of Section 915 of this Code. Unlicensed dog in violation of Section 915 of this Code. Illegal open burning in violation of Section 940 of this Code. Illegal refuse in violation of Section 600 of this Code. Abandoned or junk vehicles in violation of Minnesota law. Illegal exterior storage in violation of Section 21105.11 of the Zoning Ordinance. Illegal parking or storage of recreational vehicles in violation of Section 21105.11 of the Zoning Ordinance. Illegal parking or storage of vehicles in violation of Section 21105.11 of the Zoning Ordinance. False report to public officer in violation of Section 960.03, Subd. 2 of this Code. Illegal home occupation in violation of Section 21145 of the Zoning Ordinance. Three cumulative renter violations in a 365-day period of other City Codes or State Statutes on the premises or on the adjacent rights-of-way. These violations include, but are not limited to, parking. Subd. 2. A determination that the licensed premises have been used in a disorderly manner as described in Subdivision 1 shall be made upon substantial evidence to support such a determination. It shall not be necessary that criminal charges are brought to support a determination of disorderly use, nor shall the fact of dismissal or acquittal of such a criminal charge operate as a bar to adverse license action under this Section. Subd. 3. Upon determination by the Compliance Official utilizing established procedures, that a licensed premises was used in a disorderly manner, as described in Subdivision 1, the City shall notify the licensee by certified mail of the violation and direct the licensee to take appropriate action with the assistance of the City to prevent further violations. Subd. 4. If another instance of disorderly use of the licensed premises at the same specific dwelling or unit occurs within 365 days of an incident for which a notice in Subdivision 3 was given, the City shall notify the licensee by certified mail of the violation and shall also require the licensee to submit a written report of the actions taken, and proposed to be taken, by the licensee to prevent further disorderly use of the premises. This written report shall be submitted to the City within seven days of receipt of the notice (excluding holidays) of disorderly use of the premises and shall detail all actions taken by the licensee in response to all notices of disorderly use of the premises within the preceding 365 days. Subd. 5. If another instance of disorderly use of the licensed premises at the same specific dwelling or unit occurs within 365 days after the second of any two previous instances of disorderly use for which notices were sent to the licensee pursuant to this Section, the rental dwelling license for the premises may be denied, revoked, suspended, placed on probation, or not renewed. An action to deny, revoke, suspend, place on probation, or not renew a license under this Section shall be 256 initiated by the City in the manner described in Section 410.45, and shall proceed according to the procedures established in Sections 410.45 and 410.50. Subd. 6. No adverse license action shall be imposed where the instance of disorderly use of the licensed premises occurred during the pendency of eviction proceedings (unlawful detainer) or within 30 days after a notice is given by the licensee to a tenant to vacate the premises, where the disorderly use was related to conduct by that tenant or the tenant's guests. Eviction proceedings shall not be a bar to adverse license action, however, unless the licensee diligently pursues them. A notice to vacate shall not be a bar to adverse license action unless a copy of the notice is submitted to the City within ten days of receipt of the violation notice. Further, an action to deny, revoke, suspend, place on probation, or not renew a license based upon violations of this Section may be postponed or discontinued by the Compliance Official at any time if it appears that the licensee has taken appropriate action to prevent further instances of disorderly use. (Ord. 2001-24, 7/24/2001, Ord. 2008-14, 5/27/2008; Ord. 2015-13, 4/28/2015; Ord. 2015-30, Ord. 11/24/2015; Ord. 2018-18, 9/25/2018) 410.45. - Revocation, Suspension, or Probation. Subd. 1. Every license or permit issued under this ordinance is subject to the right, which is hereby expressly reserved, to suspend, revoke, or place on probation the same should the license holder or their agents, employees, representatives or lessees directly or indirectly operate or maintain rental dwellings contrary to the provisions of this ordinance or any other ordinance of the City or any special permit issued by the City or the laws of the State of Minnesota. Subd. 2. The license may be suspended, revoked, or placed in a probation status by the Council after a written notice is sent to the license holder specifying the ordinance or law violations with which they are charged. This notice shall also specify the date for hearing before the Council, which shall not be less than ten days from the date of the notice. Subd. 3. At such hearing before the Council, the license holder or their attorneys may submit and present witnesses on their behalf. Subd. 4. After a hearing the Council may suspend, revoke, or place on probation the license if they deem it necessary to protect the public health, safety or general welfare. (Ord. 2001-24, 7/24/2001) 410.50. - Summary Action. Subd. 1. When the condition of the rental dwelling of any license holder or their agent, representative, employee or lessee is detrimental to the public health, safety and general welfare as to constitute a nuisance, fire hazard or other unsafe or dangerous condition and thus give rise to an emergency, the Compliance Official shall have the authority to summarily condemn or close off such area of the rental dwelling. Subd. 2. Any person aggrieved by a decision of the Compliance Official to cease business or revoke or suspend the license or permit shall be entitled to appeal to the Council immediately, by filing a Notice of Appeal. The City Manager shall schedule a date for hearing before the Council and notify the aggrieved person of the date. Subd. 3. The hearing shall be conducted in the same manner as if the aggrieved person had not received summary action. Subd. 4. The decision of the Compliance Official shall not be voided by the filing of such appeal. Only after the Council has held its hearing will the decision of the Compliance Official be affected. 410.55. - Applicable Laws. 257 Licenses shall be subject to all of the ordinances of the City and the State of Minnesota relating to rental dwellings; and this ordinance shall not be construed or interpreted to supersede or limit any other such applicable ordinance or law. (Ord. 2011-29, 10/25/2011) 258 Regular City Council March 30, 2023 Agenda Number:8.4 To:Dave Callister, City Manager Prepared by:Tyson Jenkins, Building Official Reviewed by:Grant Fernelius, Community and Economic Development Director Item:Update on short-term rental dwelling policy 1.Action Requested: Discuss and provide feedback on potential changes to short-term rental dwelling regulations. 2.Background: At the March 14, 2023, City Council meeting, staff presented information to the council on the city’s rental dwelling license ordinance and how the ordinance regulates short-term rental dwelling properties. The council directed staff to review possible ordinance changes that would provide greater oversite of rental properties that are rented for short stays, typically less than 30 days. Staff has examined a handful of other metropolitan cities to evaluate regulatory practices on short-term rentals. These cities include Maple Grove, Minnetonka, Minneapolis, Prior Lake, Roseville, Wayzata, and Hopkins. Of these communities, Wayzata and Minnetonka do not specifically regulate short-term rentals. Minneapolis, Prior Lake and Hopkins regulate the use with a variety of restrictions such as seasonal limits, requiring a conditional use permit, and limiting the number of occupants. Roseville has an ongoing moratorium for all short-term rentals. Maple Grove has a moratorium on all new single family rental dwellings until July 2023. In addition, several cities have established a 30-day maximum stay. Prior Lake requires a minimum of 60 days. None of the cities require a background check for short-term tenants or guests. Staff is requesting feedback on the following topics for a closer look for future code changes. Most of these were part of the recommendations that were made to the council in 2018: - Minimum/Maximum Stays: Current code does not define short-term rentals or require a minimum or maximum stay. One option would be to define short-term rental as “A rental dwelling offered for periods of less than 30 days”. In addition, the city could limit the number of rentals in a calendar year. The 2018 changes recommended a limit of 12 in a calendar year. - Crime-Free Multi-Housing Training: The city only requires this type of training for owners and agents with more than one rental. One option would be to require all owners, including short-term rentals to obtain this training. - Tenant Register: The city could require a tenant register for short-term rentals and a separate notification each time there is a change in tenants or guests. 259 - Fines and Penalties: The current approach for penalizing problem rentals is limited to revoking or suspending the license. There are no monetary penalties. One option recommended in 2018 was to include a set of escalating fines, in addition to the loss or suspension of a license. - Home Occupations: Home occupations are not addressed in the current code but could be prohibited for short-term rentals. - New License Type: The current approach does not distinguish between short-term and long-term rentals. Staff recommends a separate license category and fee structure for short-term rentals. Once feedback is received from the council, staff can begin work on specific code updates. 3.Budget Impact: N/A 4.Attachments: Short-Term Rental Survey 260 City Rental Licensing Ordinance Specific Ordinance for Short‐Term Rental Regulation of Minimum Stay Enforcement of Short‐Term Rentals Ordinance Mandating Background Checks Crime Free Multi‐ Housing Training Notes Maple Grove Yes. Applies to all rental dwellings. Current moratorium on all rentals. Not restricted. n/a Complaint based Yes and tenant registry required. Yes Each rental is limited to one household. Minnetonka No Not restricted. n/a n/a n/a n/a Minneapolis Yes Yes. Short‐term rental allowed. 30 days or less Proactive enforcement of non‐ compliance Restricted screening required. Yes Roseville Yes Yes. Short‐term recently prohibited. 30 days or less prohibited (recently). Historically allowed lesser days depending on the season. Complaint based Buildings with 4 + units No Occupancy limited to 1 family or 4 unrelated. Prior Lake Yes. Permit required Yes. Short‐term rental allowed. min 60 days ‐ 180 days max Complaint based No. Tenant registry required. No Occupancy limited to 6‐8 based on sqft. City manager Wayzata Yes Not restricted. No No Yes and tenant registry required. Yes Hopkins Yes Yes. Short‐term rental allowed. CUP 30 days or less. Complaint based Yes and tenant registry required. Yes Occupancy limited to 6 with children. Special events * Background check requirement was not found for short‐term rentals. 26 1