Loading...
HomeMy WebLinkAbout2021-01-28 Council Agenda PacketCorcoran City Council Agenda January 28, 2021 - 7:00pm 1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Commission Representatives* 5.Open Forum – Public Comment Opportunity 6.Presentations/Recognitions a.Hennepin County Commissioner Kevin Anderson 7.Consent Agenda a.Draft Minutes of January 14, 2020 Council Meeting* b.Financial Claims* c.Pay Equity Reporting* d.Pay Request #2, Change Order #2 – City Hall Remodel* e.Police Officer Declaration of PERA Contributions – Caitlyn Sandstad* f.Dakota County Criminal Justice System Services Agreement* g.Wright Hennepin Wetland Waiver – 19835 Larkin Road (City File 20-048)* h.Request for Metropolitan Agricultural Preserve Expiration (City File 21-001)* 8.Planning Business a.Site Plan Amendment and Conditional Use Permit for Nelson International (City File 20- 022)* b.Easement Vacation for Nelson International (City File 20-022)* c.PUD Sketch Plan Review for Van Blaricom and Schober Properties (City File 20-050)* 9.Unfinished Business 10.New Business – Public Comment Opportunity a.Authorize Feasibility Study – City Center Drive and 79th Place Improvements* b.Draft Appaloosa Woods Feasibility Study* c.Bellwether Park Improvement Project – Boardwalk* d.2021 Legislative Priorities* e.COVID-19 Leave Extension* f.Schedule Work Session – Northeast Water Supply Planning* 11.Staff Reports a.Active Corcoran Planning Applications* b.Pandemic Response Update 12.Closed Session – Property Acquisition for the 66th Avenue/Gleason Parkway Extension Corridor Improvements 13.2021 City Council Schedule* 14.Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.ci.corcoran.mn.us. Due to the COVID-19 health pandemic, the City Council’s regular meeting place is not available and is not open to the public. Pursuant to Minnesota Statute 13D.021 the one or more members of the City Council may participate by telephone or other electronic means. Meeting Held Via Telephone/Other Electronic Means Call-in Instructions Call: +1 312 626 6799 US Enter Meeting ID: 852 4083 3057 Press *9 to speak during the Public Comment Sections in the meeting. Video Link and Instructions: https://us02web.zoom.us/j/85240833057 OR visit http://www.zoom.us and enter Meeting ID: 852 4083 3057 Participants can utilize the Raise Hand function to be recognized to speak during the Public Comment sections in the meeting. Participant video feeds will be muted. For more information on options to provide public comment visit: www.corcoranmn.gov STAFF REPORT Agenda Item 4. Council Meeting: January 28, 2021 Prepared By: Brad Martens Topic: Commission Representatives Action Required: None – Informational Summary: The advisory commission representatives for the January 28th Council meeting are as follows: • Planning Commission: Jeff Dickman • Parks and Trails Commission: John Dugan Financial/Budget: N/A Council Action: N/A Attachments: N/A CITY OF CORCORAN City Council Meeting Minutes January 14, 2021 - 7:00 pm The Corcoran City Council met on January 14, 2021, in Corcoran, Minnesota. Pursuant to Minnesota Statute Section 13D.021 and due to the COVID-19 pandemic, the City Council meeting was held remotely through electronic means using the audio and video conferencing platform Zoom. Mayor McKee was present at City Hall and present via telephonic or other electronic means were Councilor Bottema, Councilor Nichols, Councilor Schultz, Councilor Thomas. Also present were City Administrator Martens and Administrative Services Director Beise. Director of Public Safety Gottschalk, Public Works Director Mattson, and City Planner Lindahl were present via telephonic or other electronic means. 1.Pledge of Allegiance Mayor McKee invited all in attendance to rise and join in the Pledge of Allegiance. 2.Call to Order / Roll Call Mayor McKee called the meeting to order at 7:00 pm. 3.Oath of Office a.Tom McKee Tom McKee read the Oath of Office for Mayor of Corcoran and Administrative Services Director Beise acknowledged Mr. McKee was duly sworn in. Staff and Council congratulated Mayor McKee. b.Manoj Thomas Manoj Thomas read the Oath of Office for City Council and Administrative Services Director Beise acknowledged Mr. Thomas was duly sworn in. Staff and Council congratulated Councilmember Thomas. 4.Agenda Approval City Administrator Martens reviewed the Public Comment Opportunities and noted a Public Hearing prior to Council discussion of item 9a. Easement Vacation for the Kariniemi Addition. City Administrator Martens requested Item 11f. Planning Position be added to the agenda. MOTION: made by Bottema, seconded by Schultz to approve the agenda as modified. Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee (Motion carried 5:0) 5.Commission Representatives Mayor McKee noted Planning Commissioner Wu and Parks and Trails Commissioner Strehler were present via telephonic or other electronic means. Mayor McKee invited Commissioner Wu and Commission Strehler to speak on relevant agenda items. 6.Open Forum (Public Comment Opportunity) Mayor McKee invited residents to communicate telephonically during the Open Forum discussion for items not included on the agenda. Administrative Services Director Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. De Sicora, 6410 Elm Street, addressed Council and requested information on expenses utilized under the federally funded CARES Act, and an update on the Hackamore Road project and communications with the City of Medina. Ms. Sicora asked Council to review local merchant shopping into Corcoran. Council reviewed response process by Council during Open Forum noting staff follow up process. Ms. Sicora acknowledged the communications from City Administrator Martens following Council meetings. Council indicated the Medina Council did not reach an agreement regarding the project Agenda Item 7a. 2 costs of the Hackamore Road project, a shared street. Council stated the Council agenda packet from September 10, 2020, item 10c., contains a breakdown for CARES Act funding expenditures by the City. 7. Presentations/Recognitions No presentations or recognitions were heard. 8. Consent Agenda a. Draft Minutes of December 21, 2020 Council Meeting b. Financial Claims c. Resolution to Execute Closing Documents d. Resignations – Josh Hunter and Cody Vojacek e. Audit Engagement Letter – Abdo Eick & Meyers LLP f. Southeast Corcoran 2020 Trunk Watermain Improvements – Pay Request 2 Council requested item 8e. Audit Engagement Letter – Abdo Eick & Meyers LLP be removed from the consent agenda for review MOTION: made by Bottema, seconded by Thomas to approve the consent agenda items 8a., 8b., 8c., 8d., and 8f. Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee (Motion carried 5:0) Council reviewed item 8e., and audit review of expenses relating to CARES Act compliance. City Administrator Martens noted the threshold is $750,000, and the City was well under the threshold. Administrative Services Director Beise noted the auditors will be completing checks to ensure compliance with the CARES Act and general requirements. City Administrator Martens stated auditors will review Resolution 2020-83 which recorded Council approval of the CARES Act expenditures in 2020. MOTION: made by Schultz, seconded by Nichols to approve the consent agenda item 8e. Audit Engagement Letter – Abdo Eick & Meyers LLP. Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee (Motion carried 5:0) 9. Planning Business a. Easement Vacation for Kariniemi Addition City Planner Lindahl noted the final plat was approved on December 21, 2020, and vacation easement normally runs with approval of plat, however, the Public Hearing notice deadline was missed for the Public Hearing. City Planner Lindahl presented the Kariniemi application requesting the new easement vacation, and the combined parcels for lot subdivision, along with deeded easements, and new dedicated easements with the final plat, noting the larger easements because of the watershed areas dedicated with the final plat. Mayor McKee opened the Public Hearing. Administrative Services Director Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. No residents participated in the Public Hearing. MOTION: made by Nichols, seconded by Schultz to close the Public Hearing. Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee (Motion carried 5:0) Council recapped the vacation of easements, with new easements dedicated at the final plat stage. City Planner Lindahl clarified approval of final plat occurred at the last Council meeting on December 21, 2020, and approval was contingent upon vacation occurring, and recording of final plat with larger vacated easements. MOTION: made by Bottema, seconded by Schultz to approve Resolution 2021-03 Approving the Kariniemi Easement Vacation. Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee (Motion carried 5:0) 10.Unfinished Business 3 No Unfinished Business was heard. 11.New Business (Public Comment Opportunity) Mayor McKee invited residents to communicate telephonically during the Public Comment Opportunity. Administrative Services Director Beise explained the instructions to participate in the meeting via the Zoom video format and reviewed instructions for participation in the meeting through telephone or computer. Mayor McKee noted the Public Comment Opportunity includes all items under New Business. No residents participated in the Public Comment Opportunity. a. Annual Appointments City Administrator Martens outlined Resolution 2021-01 and at will appointments, with no changes to appointments, and one rate increase. Mayor McKee nominated Councilmember Bottema for the acting mayor position. Council inquired about goal setting sessions and reviewing Requests for Proposals (RFP’s) regarding vendors and suppliers and utilizing a backup supplier where needed to the main City vendors and suppliers. Council inquired about execution of RFP’s. City Administrator Martens noted discussion of RFP’s will be included within a future goal setting session and Council also has the option to request items on future Council agendas. MOTION: made by Bottema, seconded by Schultz to approve Resolution 2020-01 Establishing Annual Appointments and Authorizing Mayor and City Administrator to Execute Engagement Letters as Required. Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee. (Motion carried 5:0) b. Commission Liaison Schedule City Administrator Martens reviewed the Commission liaison schedule past practices and noted the Commissions have voiced appreciation for having a Councilmember’s attendance at scheduled Commission meetings. Council discussed a consistent Council liaison schedule for Commissions, with flexibility of the schedule, and roles of Councilmembers participating on each Commission. Councilmember Nichols volunteered to be the liaison for the Planning Commission. Council discussed the Parks and Trails Commission and Mayor McKee volunteered to be the liaison for the Parks and Trails Commission. Councilmember Bottema volunteered as liaison for the Elm Creek Watershed Management Commission meetings. Council discussed a Charter Commission liaison. Council discussed including Councilmember Thomas as a co-councilmember liaison with Councilmember Bottema on the Elm Creek Watershed Management Commission due to the importance of watershed information in the Corcoran community. Council agreed to schedule a Council liaison at the time of Charter Commission meetings. Council discussed having a Councilmember actively sit on the Charter Commission while also maintaining a seat as an elected Councilmember. Council discussed impacts of having a Councilmember sit on the Council and the Charter Commission during the same terms, and what past practice has been. Council discussed the responsibilities of the Charter Commission regarding Council actions and Council accountability, and the perceived conflicts of interest the public may assume, with an individual serving terms on Council and Commission in tandem. Council and staff discussed past practice regarding Commission and Council seats noting the resignation of Commission seat, while serving on the City Council. Council noted the Charter Commission has open seats and strongly encouraged residents to apply. c. 2021 City Calendar City Administrator Martens reviewed the 2021 City Calendar and the recommended Council meeting date change to November 22 and noted the December holiday dates. Council consensus was to reschedule the second Council meeting in December to Wednesday, December 22, 2021. MOTION: made by Nichols, seconded by Schultz to approve 2021 City Calendar as amended. Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee (Motion carried 5:0) d. Staffing Transition – Construction Services Coordinator City Administrator Martens reviewed the planner position, and the transition of duties to the construction services coordinator position, and recommended appointment of current employee Mike Pritchard to the position. City Administrator Martens noted the position is one pay gra de above the 4 code compliance official. City Administrator Martens noted the position will move under the Public Works Department and will report to Public Works Director Mattson. Council asked if the code compliance position will be filled. City Administrator Martens noted the remaining duties not assigned to the construction services coordinator position will be reassigned to another role within the organization. Council inquired about the need for city inspectors in the future and the management of the position or vendor. City Administrator Martens explained the process in appointing and transitioning the new duties to the construction services coordinator position. MOTION: made by Schultz, seconded by Nichols to approve Resolution 2021-04 Reorganizing City Structure and appointing Mike Pritchard to the construction services coordinator position. Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee (Motion carried 5:0) e. City Council Goal Setting Work Session City Administrator Martens reviewed the proposed City Council goal setting sessions include a proposal for two, three-hour sessions, and authorization for Phil Kern to facilitate. City Administrator Martens reviewed meeting attendance options which include virtually or in-person, discussed who should be in attendance, and noted the meeting will be open to the public to attend in some capacity, and the work session could include boxed meals for invited in-person attendees due to the meeting time. Council discussed options for the meeting, providing an in-person option, and a virtual meeting option. Council discussed the advantages of meeting in-person with social distancing, noting new Councilmembers may have new goals and initiatives to discuss. Council disc ussed having the first meeting scheduled for a smaller in-person group, with the second meeting to include attendance of Commission co-chairs. Council inquired about holding a hybrid virtual meeting at City Hall and the Public Works Building. Staff noted the internet is unreliable at the Public Works Building and would not suffice to efficiently operate a hybrid meeting and noted a virtual meeting at City Hall would be the recommended option. Council and staff discussed the hybrid option, and a virtual meeting option at City Hall for Council in the Council Chambers with other attendees attending virtually. City Administrator Martens noted a Council in-person meeting is acceptable at City Hall with social distancing, masks in separate rooms, with a virtual component only for other attendees, along with a virtual meeting for Council in the case of Council needing to quarantine. MOTION: made by Bottema, seconded by Schultz to approve and schedule January 20, and February 3, as City Council goal setting sessions at City Hall, and enter into an agreement with facilitator Phil Kern; goal setting work session meetings will include Council in-person with masks at City Hall at 4:00 pm, with virtual options available to Council as necessary, and a virtual component only for other attendees. Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee (Motion carried 5:0) Council requested the strategic, long-term, and short-term goal lists from prior year and staff noted goal lists will be sent to Council. f. Planner Position City Administrator Martens noted the previous strong, applicant list from the original job posting, and noted an interview was held with a potential candidate. Staff discussed next steps and creating an offer, noting the hiring process will begin again if candidate does not accept. MOTION: made by Schultz, seconded by Bottema to authorize the Mayor and City Administrator to extend a job offer for the planner position and proceed with the hiring process. Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee (Motion carried 5:0) 12. Staff Reports a. Sergeant Appointment Update Director of Public Safety Gottschalk reviewed the process for hiring the sergeant position that began on October 8, 2020. Director of Public Safety Gottschalk reviewed the team interview process and announced Officer Pete Ekenberg was selected for the sergeant position with a start date of February 8, 2021. Council congratulated Officer Ekenberg to his new position. 5 b. Pandemic Response Update Director of Public Safety Gottschalk presented the total positive cases and noted the vaccine dashboard announced by the Minnesota Department of Health. Director of Public Safety Gottschalk noted first responders have been selected to receive first vaccine shots and benefits the community due to limited staffing in the police department. Director of Public Safety Gottschalk indicated the City is maintaining personal protective equipment levels and continues to operate to keep community and staff safe. Director of Public Safety Got tschalk stated staff is continually adapting and working together to support community and staff. City Administrator Martens reviewed staff operations and scheduling COVID shifts, the remodeling challenge with prepping for moving, and potentially closing City Hall the very end of January during moving days and will inform the Council when a schedule is available. City Administrator Martens noted leadership team meeting discussion including COVID leave time for 2021, and the 10 days/80 hours of approved time in 2020 and extending COVID leave into 2021. City Administrator Martens noted in lieu of the pandemic situation, staff will be reviewing the COVID leave discussion, and presenting options to Council at the January 28 Council meeting. City Administrator Martens outlined COVID pay benefits allow staff to continue to quarantine as the pandemic continues. Council inquired about vaccines and if there have been concerns with side effects with law enforcement staff. Director of Public Safety Gottschalk noted the Moderna vaccine side effects included stiff shoulders, occasional headaches, and a few other minor side effects. Council inquired about the number of COVID hours utilized by staff in 2020. Administrative Services Director Beise noted there were 4 employees who utilized COVID leave benefits. Council indicated a lack of a COVID leave benefits causes people to come to work when they are sick and is not an effective Human Resource practice. 13. Closed Session – Non-Public Health and Medical Data Mayor McKee stated “Under the authority of Minn. Stat. 13D.05 subd. 2(a), 3 and 4; the City is permitted to close a meeting to review non-public health and medical data.” Mayor McKee recessed the Council meeting at 8:28 pm. Mayor McKee reconvened the Council meeting at 8:40 pm. Mayor McKee stated, “In the closed session the City Council reviewed and discussed non -public health and medical data and staff was provided direction.” 14. 2021 City Council Schedule City Administrator Martens reviewed upcoming Council schedule. Council inquired about the Nelson International site plan amendment and Planning Commission review. City Administrator Martens indicated typically if the amendment revision reflects a 10 percent change or less, staff is able to approve the changes without Council approval, however with high public interest in the project, it was determined the revision would be submitted to Council for review. 15. Adjournment MOTION: made by Thomas, seconded by Nichols to authorize Mayor and City Administrator Voting Aye by Roll Call Vote: Bottema, Nichols, Schultz, Thomas, and McKee (Motion carried 5:0) Meeting adjourned at 8:48 pm. ________________________________ Michelle Friedrich – Deputy Clerk Agenda Item 7b. Council Meeting Date: 1/28/2021 FINANCIAL CLAIMS Prepared By: jrotz CHECK RANGE FUND #500 ESCROW CLAIMSAgendaItem: 7b. Paid toAmountProject name 500-20445$69.50LANDFORM - Ravinia9thFPandPUD17-042 500-20482$387.75LANDFORM - NelsonTruckingCUP, SP, VAR20-022 500-20488$34.75LANDFORM - RushCreekReserveFPandFPUD20-030 500-20471$69.50LANDFORM - St. ThereseWetland/TopoWaiver20-032 500-20469$104.25LANDFORM - Ravinia15thFP, PUD, FPUD20-033 500-20497$4,199.50LANDFORM - KarineimiFP20-036 500-20307$139.00LANDFORM - ScherberRezoning - 23240CR3020-040 500-20471$172.50LANDFORM - St. ThereseMinorSubdivision20-041 500-20332$1,824.00LANDFORM - TaveraFPandFPUD20-042 500-20485$490.50LANDFORM - TessmerFP20-043 500-20215$1,116.25LANDFORM - HennADUIUP20-045 500-20216$687.50LANDFORM - KariniemiVariance20-046 500-20490$775.00LANDFORM - CookLakeHighlandsRZPPPUD 500-20217$491.75LANDFORM - WrightHennepinSubstation20-048 500-20436$139.00LANDFORM - PultePUDConcept20-049 500-20204$1,472.90WENCKASSOCIATES, INC. - APPALOOSAWOODSENGINEER'SREPORT 500-20454$283.50WENCKASSOCIATES, INC. - EDGEWATERWCA 500-20471$360.00WENCKASSOCIATES, INC. - STTHERESEWCA 500-20211$180.00WENCKASSOCIATES, INC. - NOR-SONWCA 500-20212$348.00WENCKASSOCIATES, INC. - GONYEA19800HACKAMORERDWCA 500-20213$337.50WENCKASSOCIATES, INC. - VANBLARICOMWCA 500-20214$405.00WENCKASSOCIATES, INC. - M/IHOMESWCA 500-20217$624.00WENCKASSOCIATES, INC. - Wright-HennepinSubstation 500-20218$751.50WENCKASSOCIATES, INC. - 10500MapleLane 500-20335$3,562.89WENCKASSOCIATES, INC. - LENNAR - ENGINEERING 500-20438$500.19WENCKASSOCIATES, INC. - BassLakeCrossingM/IHome17-012Engineering 500-20423$364.66WENCKASSOCIATES, INC. - BassLakeEstatesSketchPUD17-015 500-20423$33.36WENCKASSOCIATES, INC. - ColdStorageCrossings 500-20459$67.50WENCKASSOCIATES, INC. - RefugeofRushCreekFP18-028 500-20497$931.50WENCKASSOCIATES, INC. - KariniemiPP20-016 500-20436$4,866.90WENCKASSOCIATES, INC. - PulteDevelopmentInfrastructure 500-20471$2,043.00WENCKASSOCIATES, INC. - St. ThereseSketchPlan19-006 500-20332$310.50WENCKASSOCIATES, INC. - WesselProjectOffsiteUtilities 500-20490$369.50WENCKASSOCIATES, INC. - CookLake - Schommer 500-20332$13,177.60WENCKASSOCIATES, INC. - LennarTaveraDevelopment 500-20482$537.81WENCKASSOCIATES, INC. - NelsonSketchPlan19-023 500-20488$639.50WENCKASSOCIATES, INC. - RushCreekReserve 500-20390$933.55WRIGHTHENNEPIN - RaviniaStreetLights 500-20420$260.35WRIGHTHENNEPIN - BassLakeCrossingStreetLights 500-20436$128.82WRIGHTHENNEPIN - PulteBellwetherStreetLights Total 44,190.78 Total Fund #500 = 44,190.78 SeeattachedPaymentsDetail) ALL OTHER FINANCIAL CLAIMSAgendaItem:7b.$ 294,410.93$ 338,601.71TotalChecks SeeattachedCheckDetailRegister) Total ofAuto Deductions 97,231.29 TOTAL EXPENDITURES FOR APPROVAL$ 435,833.00 Auto Deductions / Electronic Fund Transfer / Other Disbursements DatePaid toAmount 1/11/2021GALLS$ 548.38PDSupplies 1/12/2021Fleetio.com - Birmingham, AL$ 6.44PDSupplies 1/12/2021ZaggInc - SaltLakeCity, UT$ 7.99PWSupplies 1/13/2021VistaPrint.com$ 4.83PDSupplies 1/14/2021VistaPrint.com$ 190.12PDSupplies 1/14/2021MNPERA, PERA$ 15,349.51Pensionplan 1/14/2021PayrollTaxes$ 20,371.57Payrolltaxes 1/14/2021NetPayrollPP01$ 52,530.74NetpayrollPP01 1/15/2021StateofMN - Roth$ 2,233.41DeferredcompensationpaymenttoStateofMN 1/15/2021StateofMN - MSRS$ 2,453.86StateofMNhealthcaresavingsplan 1/19/2021Optum - HSA$ 3,534.44Healthsavingsaccount Total 97,231.29 H:\\City Hall Information\\CITY GOVERNMENT\\Council, Commissions & Committees\\Council Information\\Council Claims\\2021 Claims Workbook.xls 10100FarmersStateBankUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-41540-300ProfessionalSrvs (GENERAL)E100-42100-223BuildingRepairSuppliesE100-43100-380Utility & Services (GENERAL)E100-41941-380Utility & Services (GENERAL)E416-41951-580OtherEquipmentE100-43100-212MotorFuelsE100-42100-212MotorFuelsE100-43100-212MotorFuelsE100-41941-210OperatingSupplies (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E400-41941-210OperatingSupplies (GENERAL)E100-41941-300ProfessionalSrvs (GENERAL)E 100-43100-210 Operating Supplies (GENERAL)Total CENTERPOINTENERGYHOUSTONTotal AMAZONCAPITALSERVICESTotal ABDO, EICK & MEYERS, LLPTotal BEAUDRYOILCOMPANY Total BOYERTRUCKSTotal BERGANKDVTotal ACMETOOLSABDO, EICK & MEYERS, LLPCINTAS - 470BOYERTRUCKSBERGANKDVBEAUDRYOILCOMPANYAMAZONCAPITALSERVICESADP, LLCACMETOOLSTotal ADP, LLC$7,000.00$1,699.12$1,237.50$1,497.02$239.00$121.33$136.25$939.53$157.92$190.94$258.45$201.94($20.88)$13.59$24.10$46.73$67.05$56.04$29.97$27.97$29.90$7.5343873840729150384072915017407291499 09884559-7 12-8000014143-48000014143-4 485385174576217457621PYR-LYNY-W1PQR-9Y9Y-31NN9-1L4L-XL1LJW-6YNC-311NF-MXXY-G5719775268321907AUDIT SERVICESFLOOR MATS - POLICECITY HALLPUBLIC WORKSNATURAL GAS BASIC 9100 CO RD 19NATURAL GAS - 5754460-3NATURAL GAS - 5754177-3PARTSPARTSSOFTWARE CONVERSION PROJECTGASOLINESQUAD FUELDIESELEVIDENCE ROOM SUPPLIESSUPPLIESSUPPLIESREMODEL SUPPLIESWORKFORCE NOW PAYROLL SOLUTIONS BUNDLESUPPLIESSUPPLIESSUPPLIES01/22/212:33PMCITYOFCORCORAN7,000.00$1,773.70$1,237.50$2,492.59$454.53$115.37$436.70$258. 45 Page 1 Check Detail Register© January 2021 Check UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-43100-417UniformsE100-41910-210OperatingSupplies (GENERAL)E100-42100-220Repair/MaintSupply (GENERAL)E100-43100-225Landscape/DitchMaterialsG100-20205ReimbursementsE100-45200-131EmployerPaidHealthE100-41300-131EmployerPaidHealthE100-43100-131EmployerPaidHealthE100-42102-131EmployerPaidHealthE100-42100-131EmployerPaidHealthE100-41400-131EmployerPaidHealthE100-41941-210OperatingSupplies (GENERAL)E202-42100-213PoliceK9E202-42100-213PoliceK9E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-300ProfessionalSrvs (GENERAL)E100-41951-300ProfessionalSrvsGENERAL)E100-42100-321TelephoneE100-41941-321TelephoneE100-43100-417UniformsE100-43100-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E100-42100-223 BuildingRepairSuppliesE100-43100-210 OperatingSupplies (GENERAL)Total CORCORAN PETCARECENTER, LLCTotal COMPUTER INTEGRATION TECHTotal CULLIGANBOTTLED WATER Total COMCAST-INTERNETTotal DIAMONDMOWERSTotal DELTADENTALTotal CINTAS - 470COMCAST-INTERNETDVSDIAMOND MOWERSDELTADENTALCULLIGAN BOTTLEDWATERCORCORAN PETCARECENTER, LLCCOMPUTER INTEGRATIONTECHTotal DVS$4,215.00$138.60$939.15$126.00$101.35$245.60$132.05$343.40$311.87$595.00$792.00$139.18$139.17$138.60$121.33$72.28$31.66$14.25$63.00$30.70$30.70$25.45$69.00$91.40$24.104072915177814770686UAH20160190354-INRIS000329097RIS000329097RIS000329097RIS000329097114X7850900384172698030395630364630344730334201112101112140735104034073510273407351025440735102424073510181UNIFORMSJAN 28PH - NELSONINTL LEASEVEHICLEREGISTRATION - 1FM5K8AR6GGB35895SUPPLIESDENTALINSURANCE - HAMILTONDENTALINSURANCE - HAMILTONDENTALINSURANCEDENTALINSURANCEDENTALINSURANCEDENTALINSURANCEDENTALINSURANCEOFFICEWATERK9VETCAREIT MANAGEDSERVICE - MTHIT MANAGEDSERVICE - MTHIT MANAGEDSERVICE - MTHIT MANAGEDSERVICE - MTHCITYHALLINTERNETUNIFORMSPUBLICWORKSCITY HALLFLOORMATS - POLICETOWELS01/22/212:33 PM CITYOFCORCORAN5,671.00$778.47$939.15$729.40$655.27$278.35$25.45$ 14.25 Page 2 Check Detail Register© January 2021 UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E416-42100-210OperatingSupplies (GENERAL)E100-41941-210OperatingSupplies (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)E100-41920-300ProfessionalSrvs (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)E100-41910-300ProfessionalSrvs (GENERAL)G500-20436PulteEncore - PUDSkch17-029G500-20217WrightHennSubstation20-048G500-20490CookLake - SchommerG500-20216KariniemiVariance20-046G500-20215HennADUIUP20-045E100-41910-300ProfessionalSrvs (GENERAL)G500-20485Tessmer -TopoExemption20-007G500-20332LennarTaveraDevelopmentG500-20471St. ThereseSketchPlan19-006G500-20307LindaKohnen23240CR30WCAG500-20497KariniemiPP20-016G500-20469Rav11-1318-040, 19-002 & 012G500-20471St. ThereseSketchPlan19-006G500-20488RushCreekReserveG500-20482NelsonSketchPlan19-023G500-20445Ravinia9thFPandPUD17-042E100-43100-220Repair/MaintSupply (GENERAL)E100-43100-210OperatingSupplies (GENERAL)E100-42100-323RadioUnitsE602-49450-380Utility & Services (GENERAL)E601-49400-380Utility & Services (GENERAL)E100-43100-232 GravelTotal ENFORCEMENTLIGHTING, LLCTotal GOPHERSTATEONECALLTotal HENNCOSHERIFF-MC131 Total ECMPUBLISHERSINCTotal ISCCOMPANIESINCTotal FEHNCOMPANIESTotal LANDFORMENFORCEMENT LIGHTING, LLCMENARDS MAPLEGROVELANDFORMISC COMPANIESINCHENNCOSHERIFF-MC131GOPHER STATEONECALLFEHNCOMPANIES$4,740.00$3,603.25$6,519.75$1,116.25$1,824.00$4,199.50$1,187.81$229.45$100.00$318.00$139.00$491.75$775.00$687.50$838.25$490.50$172.50$139.00$104.25$387.75$206.91$25.00$1398$69.50$34.75$69.50$17.98$25.00011521772063128631286312863128631286312863128631286312863128631286312863128631286312863128631286312863128631285147691910001572061000157139100031210003126006SQUAD 562, #565, AND #566SUPPLIESCity MeetingsCodeEnforcement2020 codificationCorcoran PlanningPultePUDConcept20-049Wright HennepinSubstation20-048CookLakeHighlandsRZPPPUDKariniemiVariance20-046HennADUIUP20-045HuntersPlace2ndAdditionPPandFP20-044TessmerFP20-043Tavera FPandFPUD20-042St. ThereseMinorSubdivision20-041ScherberRezoning - 23240CR3020-040KarineimiFP20-036Ravinia15thFP, PUD, FPUD20-033St. ThereseWetland/TopoWaiver20-032RushCreekReserveFPandFPUD20-030NelsonTruckingCUP, SP, VAR20-022Ravinia9thFPandPUD17-042OILSEALRadioFees - PublicWorksRadioFees / MDC - (Inv. )SERVICESERVICEGRAVEL01/22/21 2:33 PMCITYOFCORCORAN22,080.00$4,740.00$1,394.72$229.45$31.66$17.98$50.00 Page 3 Check Detail Register© January 2021 Check AmtInvoiceComment UnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaidUnpaid E100-43100-210OperatingSupplies (GENERAL)E100-41941-400Repairs & MaintCont (GENERAL)E100-42100-210OperatingSupplies (GENERAL)E602-49450-210OperatingSupplies (GENERAL)E601-49400-210OperatingSupplies (GENERAL)E100-43100-220Repair/MaintSupply (GENERAL)E416-43100-550MotorVehiclesE100-41900-300ProfessionalSrvs (GENERAL)E100-45200-210OperatingSupplies (GENERAL)E100-41300-433DuesandMembershipsE100-42400-300ProfessionalSrvsGENERAL)E100-41941-200OfficeSupplies (GENERAL)E100-41130-351 NewsletterExpensesE100-41951-207 ComputerSuppliesE100-41900-433 DuesandMembershipsTotal METROWESTINSPECTIONSERVICESTotal METROPOLITANAREAMGRSASSOCTotal STREICHERSPOLICEEQUIPMENTTotal NORTHLANDSECURITIESINCTotal RITEWAYBUSINESSFORMSTotal NUSSTRUCK & EQUIPMENTTotal MIDWESTMACHINERYCO.Total MENARDSMAPLEGROVE Total METROSALESINCTotal METROCITIESMETROCITIESTERMINALSUPPLYCOTEGRETESTREICHERSPOLICEEQUIPMENTRITEWAYBUSINESSFORMSNUSSTRUCK & EQUIPMENTNORTHLANDSECURITIESINCMIDWESTMACHINERYCO.METROPOLITAN AREAMGRSASSOCMETRO WESTINSPECTION SERVICESMETRO SALESINCTotal TEGRETE$124,068.00$42,741.79$2,565.00$1,120.77$1,125.00$1,104.75$1,508.07$963.30$380.00$100.00$176.15$176.15$17.48$45.00$96.007725194005209056396231598520212687INV1737812INV1737812INV1735683727SUPPLIESMONTHLYCITYHALLCLEANINGBATON HOLDERSUPPLIES (UTILITYBILLING FORMS)SUPPLIES (UTILITYBILLINGFORMS)MACK2021GR64FANNUALCONTINUINGDISCLOSUREREPORTFOR REPAIR PARTSFINALIZED INSPECTIONSCONTRACTSUPPLIES2021 MEMBERSHIP DUES01/22/21 2:33PMCITYOFCORCORAN125,188.77$42,741.79$2,565.00$1,125.00$2,708.82$963.30$380.00$100.00$352.30$31.46$45. 00 FYE 12-31- 2019 Page 4 Check Detail Register© January 2021 Check UnpaidUnpaidUnpaid E100-43100-210OperatingSupplies (GENERAL)G500-20332LennarTaveraDevelopmentE425-43100-530ImprovementsOtherThanBldgsG500-20471St. ThereseSketchPlan19-006G500-20436PulteEncore - PUDSkch17-029G500-20497KariniemiPP20-016G500-20459RefugeofRushCreekFP18-028G500-20423BassLakeEstSkchPUD17-015G500-20423BassLakeEstSkchPUD17-015G500-20438BassLkCRM/IHomeEngineeringG500-20335LennarEngPlanReview/ModificE100-43170-300ProfessionalSrvs (GENERAL)E602-49450-234InspectionsE601-49400-234InspectionsE602-49450-234InspectionsE601-49400-234InspectionsE602-49450-234InspectionsE601-49400-234InspectionsE601-49400-303EngineeringFeesG500-2021810500MapleLaneWCAG500-20217WrightHennSubstation20-048G500-20214M/IHomesWCAG500-20213VanBlaricomWCAG500-20212Gonyea19800HackamoreRdWCAE100-43170-300ProfessionalSrvs (GENERAL)E601-49400-303EngineeringFeesG500-20211Nor-SonWCAG500-20471St. ThereseSketchPlan19-006G500-20454EdgewaterCorcoranSkch18-018E100-43170-299WatershedLGUE100-43170-299WatershedLGUE100-43170-300ProfessionalSrvs (GENERAL)E100-43170-300ProfessionalSrvs (GENERAL)E601-49400-303EngineeringFeesG500-20204AppaloosaWoodsFeasibilityE100-43170-300ProfessionalSrvs (GENERAL)E400-41941-520 BuildingsandStructuresE416-42100-331 VehicleExpenseE100-43100-210 OperatingSupplies (GENERAL)Total TRAFFICCONTROLCORP Total TERMINAL SUPPLY COTotal WEBER, INC.TRAFFICCONTROLCORPWEBER, INC.$51,919.07$1,031.00$2,043.00$4,866.90$3,562.89$2,946.68$3,15670$1,189.50$1,561.50$8,760.65$1,472.90$586.50$310.50$137.00$931.50$364.66$500.19$756.55$756.55$564.66$564.66$232.50$232.50$751.50$624.00$405.00$337.50$348.00$384.00$348.00$180.00$360.00$283.50$742.5 0$158.60$66.37$67.50$33.36$38.6398750-00011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921011921PAY212618298797-00SUPPLIESWesselProjectOffsiteUtilitiesStiegRoadDesignandConstructionSt. ThereseSketchPlan19-006PulteDevelopmentInfrastructureKariniemiPP20-016RefugeofRushCreekFP18-028ColdStorageCrossingsBassLakeEstatesSketchPUD17-015BassLakeCrossingM/IHome17-012EngineeringLENNAR - ENGINEERINGBRIDGEFEASIBILITYSTUDYBASSLAKECROSSINGBASSLAKECROSSINGRAVINIARAVINIAPULTEPULTENEWaterSupply10500MapleLaneWright-HennepinSubstationM/IHOMESWCAVANBLARICOMWCAGONYEA19800HACKAMORERDWCACITYOFCORCORANBRIDGEREPLACEMENTCITYOFCORCORANTESTWELLSITENOR-SONWCASTTHERESEWCAEDGEWATER WCAWCAVIOLATION - E. MAYERSRESIDENTWCA ITEMSStormWater - EngineeringTransportation2020SECORCORANTRUNKWATERMAINAPPALOOSAWOODSENGINEER'SREPORTGeneralEng ServicesPAYREQUEST #230% COMPLETE794HEMITTERSUPPLIES01/22/212:33 PM CITYOFCORCORAN51,919.07$1,031.00$ 105.00 Page 5 Check Detail Register© January 2021 Unpaid G500-20490CookLake - SchommerG500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20488RushCreekReserveG500-20482NelsonSketchPlan19-023G500-20332LennarTaveraDevelopmentTotalWENCKASSOCIATES, INC. WRIGHT HENNEPIN COOP ELECT$13,177.60$369.50$639.50$537.81$15.46$14.98$14.98$14.98$23.67$14.98$23.67$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$1498$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$30.43$14.98$14.98$14.98$14.98$14.98$14.98$15.46$15.46$15.46$15.46$15.46$15.46$15.46$15.46$14.9801192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192 1011921011921011921CookLake - SchommerFIRLNN/72NDN: 150-1694-0080FIRLN N/LOT #8: 150-1694-0079FIRLNN: 150-1694-0078FIRLNN/CR10: 150-1694-007674THAVEN: 150-1693-7077FIRLNN/CR10: 150-1693-7076FIRLN/74THAVE: 150-1693-7075FIRLN/75THAVE: 150-1693-7072Gleason/Wildflo: 150-1693-5986Wildflo/Gleason: 150-1693-5734Primrose/Wildfl: 150-1693-573319399Primrose:150-1693-573219315Primrose: 150-1693-573119343Annabelle: 150-1693-572619367Annabelle: 150-1693-57246370SteepleLN: 150-1693-02026310SteepleLN: 150-1693-020119345GoldenTR: 150-1693-020019389LupineLN: 150-1693-019919437 LupineLN: 150-1693-0197Bridle/66thAve: 150-1692-837466TH/CEDAR: 150-1692-83736398Larkspur: 150-1692-09086485Larkspur: 150-1692-090719065Galloway:150-1691-808219130Galloway: 150-1691-80806657Bridle: 150-1691-80796681Bridle: 150-1691-80666675Carriage: 150-1691-806419301Annabelle: 150-1691-8063ElderberryCt: 150-1691-0178BridlePath: 150-1691-0177Prairie/Bridle: 150-1691-0174Bridle/Bluestem: 150-1691-0168Bridle/Steeple: 150-1691-01586471Carriage: 150-1691-0155Paddock/Bridle: 150-1690-5158BridlePath: 150-1690-5146PaddockLn150-1690-5137Bridle/Paddock: 150-1690-5135RushCreekReserveNelsonSketchPlan19-023LennarTaveraDevelopment01/22/212:33 PM CITYOFCORCORAN55, 246.36 Page 6 Check Detail Register© January 2021 G500-20420BassLakeCrossMIHome17-012E100-41941-380Utility & Services (GENERAL)E100-43100-381Street/SignalLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20436PulteEncore - PUDSkch17-029G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20420BassLakeCrossMIHome17-012G500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20390RaviniaStreetLightsG500-20420BassLakeCrossMIHome17-012$14.98$15.06$65.70$41.63$14.98$14.98$14.98$14.98$1498$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$13.48$13.48$13.48$13.48$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$14.98$18.27$14.98$14.98$14.98$14.98$14.98$14.9801192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192101192172NDAVEN: 150-1694-0081School Property: 120-1247-9600Ballpark:120-1246-7200CTYRD10/116000-0100-1469GLEASONPKWY150-1695-9398GLEASONPKWY150-1695-9396GLEASONPKWY150-1695-9395PRAIRIESAGELN/BRIDLEPATH150-1695-8438PRAIRIESAGELN150-1695-8436PRAIRIESAGELN150-1695-8435PRAIRIESAGELN150-1695-8432BRIDLEPATH150-1695-8431GLEASENPARKWAY/BRIDLE150-1695-8428BLACKOAKLN150-1695-7149BLACKOAKLN/BLACKOAKCT150-1695-6371BLACKOAKCT150-1695-6367COACHHOUSELN LOT #1150-1695-6365ANNABELLECT150-1695-6359ANNABELLELN/BLACKOAKLN150-1695-6352COACHHOUSELN/ANNABELLE150-1695-6351102NDPL/JACKPINELN150-1695-5964102NDAVE/JACKPINELN150-1695-5963102NDAVE150-1695-5961JACKPINELN/IRONWOODCT150-1695-5957IRONWOODLN/10NDPLACE150-1695-5955IRONWOODLN150-1695-595463RDAVEN150-1694-9987LARKSPURLN/63RD150-1694-9986STIEGROAD150-1694-8544STIEGROAD150-1694-8543102NDPLACE/ 103RDAVENUE150-1694-7926STEEPLECHASELN150-1694-7920SNOWBERRYCT150-1694-7918STEEPLECHASELN150-1694-7917MEADOWRUECT150-1694-7911HICKORYLNN150-1694-689475THAVEN150-1694-689374THAVEN150-1694-6892JACKPINELNN150-1694-689174TH PL & MAPLE150-1694-6889SUNFLOWERCOURT150-1694-4503ANNABELLELOT5150-1694-0821FIRLNN/LOT #5: 150-1694-008201/22/212:33PMCITYOF CORCORAN Page 7 Check Detail Register© January 2021 Check FundSummaryUnpaid10100FarmersStateBank100GENERALFUND602SEWER601WATER500ESCROWHOLDINGFUND425PULTEENCORE/BELLWETHERPROJEC416CAPITAL-EQUIPMENTCERTS400CITYHALLREMODEL2020-2021202POLICEDONATIONFUNDE100-41941-380Utility & Services (GENERAL)E100-43100-381Street/SignalLightsE100-43100-380Utility & Services (GENERAL)E100-41941-380Utility & Services (GENERAL)E100-41941-380Utility & Services (GENERAL)E602-49450-380Utility & Services (GENERAL)E602-49450-380Utility & Services (GENERAL)E100-43100-380 Utility & Services (GENERAL)Total WRIGHT HENNEPIN COOP ELECT Total XCEL ENERGYXCEL ENERGY$131,076.50$94,406.56$14,020.21$44,190.78$52,106.89$2,008.50$655.27$137.00$651.62$136.82$135.40$231.25$38.47$11.80$21.99$22.390119210119210119210119210119210119210119218200 Cty Rd 116: 120-1255-6300STREET LIGHTING 9525 CAIN ROAD9100 Cty Rd 19: 150-1688-84638200 Cty Rd 116: 150-1684-20338200 CR116/SIGN: 150-1693-661220120 CTY 10 LIF:150-1691-6661Brockton Ln: 150-1689-68719525 Cain Rd: 150-1689-523001/22/21 2:33 PMCITYOFCORCORAN2,558.03$136.8210100FarmersStateBank$338,601.71 338,601.71 Page 8 Check Detail Register© January 2021 Check AmtInvoiceComment CityofCorcoran ConsultantSummary 1/28/2021 NameInvoice DateAmount Due Carson, Clelland & Schreder Landform01/11/21 22,080.00 Metro West Inspection01/21/21 42,741.79 Rolf Erickson Enterprises Wenck Associates01/19/21 55,246.36 Total$ 120,068.15 H:\\CityHallInformation\\CITYGOVERNMENT\\Council, Commissions & Committees\\CouncilInformation\\Council Claims\\2021ClaimsWorkbook.xls STAFF REPORT Agenda Item 7c. Council Meeting: January 28, 2021 Prepared By: Brad Martens Topic: Pay Equity Reporting Action Required: Approval Summary: State law requires all public jurisdictions to complete pay equity reporting once every three years. The City of Corcoran last reported in 2018 and is required to do so again by January 31, 2021. According to the Minnesota Office of Management and Budget, “Pay Equity is a method of eliminating discrimination against women who are paid less than men for jobs requiring comparable levels of expertise. The data show the City to be in compliance. The next step is to receive City Council approval of the report, post a notice for 90 days, and submit the information to the Office of Management and Budget prior to January 31, 2021. Financial/Budget: The reporting found the City to be in compliance which means that it is anticipated that no changes in compensation will be required by the Office of Management and Budget. Council Action: Approve the pay equity reports as presented, authorize the Mayor to sign the Pay Equity Implementation Report, and direct staff to post the required notices. Attachments: 1. Compliance Report 2. Job Class Data Entry Verification List 3. Predicted Pay Report 4. Notice to Report Compliance Report Jurisdiction:Corcoran Report Year:2021 8200 County Road 116 Case:1 - 2021 Data (Private (Jur Only)) Corcoran, MN 55340 Contact:Brad Martens Phone:(763) 420-7030 E-Mail:bmartens@ci.corcoran. mn.us The statistical analysis, salary range and exceptional service pay test results are shown below. Part I is general information from your pay equity report data. Parts II, III and IV give you the test results. For more detail on each test, refer to the Guide to Pay Equity Compliance and Computer Reports. I. GENERAL JOB CLASS INFORMATION Male Classes Female Classes Balanced Classes All Job Classes # Job Classes 12 5 0 17 # Employees 22 5 0 27 Avg. Max Monthly Pay per employee 6444.36 5570.60 6282.56 II. STATISTICAL ANALYSIS TEST A. Underpayment Ratio = 125 * Male Classes Female Classes a. # At or above Predicted Pay 6 3 b. # Below Predicted Pay 6 2 c. TOTAL 12 5 d. % Below Predicted Pay (b divided by c = d)50.00 40.00 *(Result is % of male classes below predicted pay divided by % of female classes below predicted pay.) B. T-test Results Degrees of Freedom (DF) = 25 Value of T = -2.759 a. Avg. diff. in pay from predicted pay for male jobs = -3 b. Avg. diff. in pay from predicted pay for female jobs = 222 III. SALARY RANGE TEST = 96.67 (Result is A divided by B) A. Avg. # of years to max salary for male jobs = 4.83 B. Avg. # of years to max salary for female jobs = 5.00 IV. EXCEPTIONAL SERVICE PAY TEST = 0.00 (Result is B divided by A) A. % of male classes receiving ESP = 0.00 * B. % of female classes receiving ESP = 0.00 *(If 20% or less, test result will be 0.00) Page 1 of 1 1/19/2021 8:05:49 AM Job Class Data Entry Verification ListCase:2021 DataCorcoranLGID:655Job NbrClass TitleNbrMalesNbrFemalesNon-BinaryClassTypeJobsPointsMin MoSalaryMax Mo SalaryYrs to Max SalaryYrs ofServiceExceptional Service Pay1Seasonal Maint. Worker 1200M1802785.003095.003.000.003Administrative Assistant010F2064055.004945.005.000.002Public Safety Admin Asst010F2124055.004945.005.000.004Maintenance Worker400M2284291.005233.005.000.005Accountant100M2374542.005539.005.000.006Deputy Clerk010F2374542.005539.005.000.007Recreation Coordinator010F2514542.005539.005.000.008Compliance Official100M2584806.005861.005.000.009Public Works Crew Leader100M2855087.006203.005.000.0010Police Officer700M2965383.006565.005.000.0011Planner100M3115383.006565.005.000.0012Administrative Services Direct010F3325646.006885.005.000.0013PW Superintendant100M3856182.007539.005.000.0014Police Lieutenant100M4036455.007871.005.000.0015Public Works Director100M5457312.008917.005.000.0016Director Of Public Safety100M5707598.009266.005.000.0017Administrator100M6227896.0010938.005.000.00Job Number Count: 17Page 1 of 11/19/2021 8:07:08 AM Predicted Pay Report for: CorcoranCase:2021 DataPage 1 of 21/19/2021 8:07:45 AM Predicted Pay Report for: CorcoranCase:2021 DataJob NbrJob TitleNbrMalesNbrFemalesNon-BinaryTotalNbrJob TypeJobPointsMax Mo SalaryPredicted PayPay Difference1Seasonal Maint. Worker 12002Male1803095.00003214.2723-119.27233Administrative Assistant0101Female2064945.00004232.5253712.47472Public Safety Admin Asst0101Female2124945.00004467.1737477.82634Maintenance Worker4004Male2285233.00005249.9209-16.92096Deputy Clerk0101Female2375539.00005442.248096.75205Accountant1001Male2375539.00005442.248096.75207Recreation Coordinator0101Female2515539.00005666.7676-127.76768Compliance Official1001Male2585861.00005828.165032.83509Public Works Crew Leader1001Male2856203.00006335.5526-132.552610Police Officer7007Male2966565.00006513.400451.599611Planner1001Male3116565.00006699.8931-134.893112Administrative Services Direct0101Female3326885.00006932.6166-47.616613PW Superintendant1001Male3857539.00007584.4699-45.469914Police Lieutenant1001Male4037871.00007804.462666.537415Public Works Director1001Male5458917.00008784.0452132.954816Director Of Public Safety1001Male5709266.00009462.9177-196.917717Administrator1001Male62210938.000010874.037063.9630Job Number Count: 17Page 2 of 21/19/2021 8:07:45 AM Posting date: Jurisdiction Name: NOTICE TO POST 2021 Pay Equity Report This jurisdiction is submitting a pay equity implementation report to Minnesota Management & Budget as required by the Local Government Pay Equity Act, Minnesota Statutes 471.991 to 471.999. The report must be submitted by January 31, 2021. The report is public data under the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. That means that the report is available to anyone requesting this information. This notice is being sent to all union representatives (if any) in this jurisdiction. In addition, this notice must remain posted in a prominent location for at least 90 days from the date the report was submitted. For more information about this jurisdiction's pay equity program, or to request a copy of the implementation report, please contact: (local contact person's name, address, telephone) For more information about the state pay equity law, you may contact the Pay Equity Office at: pay.equity@state.mn.us Pay Equity Office Minnesota Management & Budget 400 Centennial Office Building 658 Cedar Street St. Paul, MN 55155 STAFF REPORT Agenda Item 7d. Council Meeting: January 28, 2021 Prepared By: Brad Martens Topic: Pay Request #2; Change Order #2 – City Hall Remodel Action Required: Approval Summary: Work continues on the City Hall remodel project. Two action items are requested from the City Council as outlined below: 1. Pay request #2 a. The attached pay request is for $51,919.07. This is for work completed thus far. Items have been reviewed by the architect for accuracy. 2. Change order #2 a. This second change order is to increase the overall contract by $2,688.53 as outlined below: i. Removal of wall grill and wall repair: $372.75 1. Ductwork was able to be removed which allowed for more space in the new conference room. ii. Added power and data in conference room: $496.65 1. Staff requested addition of power and data in the new conference room. iii. Hand dryer: $721.88 1. Required replacement hand dryer; not included in plans as it should have been iv. Thermostat changes: $425.25 1. Thermostat adjustments required after learning about unknown conditions behind an existing wall. v. Painting: $672.00 1. Painting of vestibule which was not included in plans Financial/Budget: The soft costs allocation included funds for potential project cost increases. The below budget is updated reducing soft costs and increasing the construction costs. The project is still anticipated to be on budget at this time. Budget Category Approved Amount Projected Amount 1/22/21 Construction $396,500 $408,284 Technology $120,000 $88,500 Furniture $120,000 $151,500 Soft Costs $90,000 $78,216 Total $726, 500 $726,500 Council Action: Approve Pay Request #2 and Change Order #2 for the City Hall remodel project. Attachments: 1. Pay Request #2 2. Change Order #2 1/7/20211/8/2021 PROPOSAL REQUEST Distribution: ☒ Brad Martens, City of Corcoran ☒ George Sinn, Weber ☒ Ivan Weiss, Weber ☒ Reide Weber, Weber ☐ Magnus Carlsson, BKBM ☒ Pat Jansen, Wold ☒ John Maust, Wold ☐ Steve Skarvan, Wold ☐ Jared Frazier, Wold ☐ Michelle Klein, Wold ☒ Andrew Dahlquist, Wold ☒ Derek Gallagher, Wold City of Corcoran City Hall & Police Remodel Weber Construction Attn: George Sinn 2497 7th Avenue East, Suite 110 North Saint Paul, MN 55109 Phone: 651.770.5350 Mobile: 651.755.0268 Email: gsinn@webercompanies.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☒ DEDUCT ☐ NO COST ☐ ADD PR: #5 Comm: #182292 Const. Pkg: # Item Description 5 A101 Ductwork 5.1 Add: Remove indicated wall grille located in north wall in room A100 connected to ductwork in room A103. In response to RFI-8, remove linear supply diffuser in soffit and balance diffusers to revised values. Refer to attached sheet M1.0. 5.2 Deduct: Omit installation of 48”x12” ductwork and associated hangers and insulation in room A103. Refer to sheet M3.0. 5.3 Add: Cap louver in room A103 with blank-off panel such that cap is water tight and insulated. Refer to detail on attached sheet M3.0. 5.4 Add: Infill at abandoned louver in exterior wall per attached architectural drawings. Provide exterior batt insulation as indicated on drawings: 1. Exterior batt insulation: Unfaced insulation as manufactured by Roxul, or ThermaFiber produced by combining thermosetting resins with mineral fibers manufactured from glass, slag, wool or rock wool. Fiberglass batts are not considered an equal. a. Thermal resistance: Minimum R-value of 4 per inch per ASTM C518. b. Conforming to property requirements of ASTM C665, type 1 and ASTM E136. c. Moisture resistance: Absorbs less than 1% by volume per ASTM C1104. 5.4 Add: Infill at demolished grill at interior wall of Room A103. 5.6 Add: Patch soffit at demolished grill in Room A100 PROPOSAL REQUEST PR: #5 Comm: #182292 Const. Pkg: # Page 2 Attachments: A2.0, A4.0, M1.0, M3.0 Issued By: Derek Gallagher Date: 12/07/2020 DN REF GARAGE A145 MECH A146 TOILET A144 CIRC A141 BOOKING A142 VEST A136 TOILET A131 MECH A125 OFFICE A126 OFFICE A127 VEST A114 CONFERENCE A110 CONFERENCE A103 OPEN OFFICE A100 STOR A107 MECH A116 TOILET A112 JAN A113 TOILET A111 SQUAD ROOM A137 STORAGE A124 CIRC A132 VEST A101 CIRC A108 EVIDENCE STORAGE A140 PUBLIC LOBBY A115 LOCKERS A143 EOC A122INTERVIEW A134 CIRC A128 OFFICE A130 CIRC A138A133 1 1 1 1 1 1 1 11 1 1 1 1 _______F6 A2.0 COUNCIL CHAMBERS A117 EVIDENCE PROCESSING A139 E101A E114A SEC INT A133 3 MOTHER'S ROOM A109 OFFICE A105 OFFICE A106 KITCHENETTE A104 COAT ROOM A102 KITCHENETTE A123 OFFICE A120 CIRC A119 OFFICE A135 POLICE RECEPTION A129 COPY A121 RECEPTION A118 9 EXIST QUARRY TILE CPT A103 A100AA105A106A118A122A120 A119A109 A128 A140E114B E115A E115B 10b 11 11 10a 23 11 11 E143 A137A12 CPT-2CPT-1 ELEV SEE 12 12A145A E136 E141 A145B11 +/- 7'-6" L3 L2 L1 22'-0" C5 A5.1 _______D6 A2.0 13 13 13 13 13 13 ALIGN WITH NEAREST WHOLE BRICK COURSE ALIGN WITH NEAREST WHOLE BRICK COURSE ALIGN WITH NEAREST WHOLE BRICK COURSE C3 A5.1 12'-9"14'-5" 2'-5" 15'-0"5'-0"GA2 GA2 GA2 GB3 ALIGN A5.1 D1 A5.1 F1 A137B 4'-10"4'-10"EXISTMATCH7 GA2 GA2 GA2 MBD 6'-0" 5 MBD 6'-0" 5 MBD 6'-0" 5 MBD 6'-0" 5 E101B 2 11 E1281 1 1 1E124 E12311 11 1 E11611 1 E115C E115D 11 1 11E1071 11 E110 A100B1 8" 4 E132GE2 A147AA147B ALIGN DATA A147 11 19 20 A5.1 C1 MBD 8'-0" 5 21 MBD 8'-0" 5 21 21 2121 6'-0"VIF4 A6.2 F6 2 GB2 2 18 18 2 2 24 25 5 E2 A3.0 6 6 18 18 3 26 FLOOR PLAN KEY NOTES: 1 CARD READER, SEE ELEC. 2 SEE MECH FOR FIXTURE REPLACEMENT. 3 INFILL EXISTING WOOD STUD AND GYP BD WALL TO MATCH EXISTING. 5 REINSTALL EXISTING CHANGING STATION. 4 PROVIDE LOUVER BLINDS AT BORROWED LIGHT. 6 PATCH GYP BD REMOVED FOR MECHANICAL WORK. 7 SEE STRUCTURAL FOR INSTALLATION OF WOOD POSTS AND STEEL BEAM. 8 REPLACE GLAZING AT EXISTING HOLLOW METAL SIDELIGHT WITH SECURITY GLAZING. VERIFY DIMENSIONS IN FIELD. 9 CUT DOWN EXISTING COAT RACK AND SHELF TO FIT NEW ROOM DIMENSIONS AND REINSTALL. 10a REMOVE EXTERIOR DOOR PANELS AND REINSTALL IN INTERIOR FRAME. 10b REMOVE INTERIOR DOOR PANELS AND REINSTALL IN EXTERIOR FRAME. 11 REMOVE HARDWARE FROM EXISTING DOOR TO REMAIN AS REQUIRED AND INSTALL NEW HARDWARE PER DOOR/HARDWARE REPLACEMENT SCHEDULE. 12 PATCH WALL AT REMOVED WALL / ITEM. 13 SEE STRUCTURAL FOR INSTALLATION OF WOOD POSTS. PATCH MASONRY WALL WITH SALVAGED FACE BRICK AS REQUIRED AT NEW LOUVER. COORDINATE WITH LOUVER DETAILS. 14 REINSTALL EXISTING PAPER TOWEL DISPENSER. 15 REINSTALL EXISTING HAND DRYER, SEE ELEC. 16 PROVIDE P TILE BASE AS SCHED. 17 REINSTALL EXISTING GRAB BARS. SEE TYPICAL MOUNTING DETAILS FOR LOCATIONS. 18 FLOOR BOX, SEE ELECTRICAL. COORDINATE EXACT LOCATION WITH OWNER'S FURNITURE VENDOR. 19 DOOR ACTUATOR, SEE ELEC. 20 PATCH SLAB AT LOCATIONS SAW-CUT FOR MECHANICAL OR ELECTRICAL WORK. APPROXIMATE EXTENTS INDICATED BY CONCRETE HATCH PATTERN, COORDINATE WITH MECHANICAL WORK. 21 MONITOR LOCATION, SEE ELEC. PROVIDE 3/4" PLYWOOD BLOCKING ATTACHED TO THREE STUDS MINIMUM AND PAINT TO MATCH WALL. PROVIDE BLOCKING FOR 60" MONITOR; COORDINATE EXACT DIMENSIONS / MOUNTING HEIGHT WITH OWNER AND ARCHITECT. 22 PROVIDE NEW TOILET PARTITIONS THROUGHOUT PER LAYOUT INDICATED ON PLAN. 23 REMOVE HARDWARE FROM THE EXISTING DOOR AND SALVAGE FOR REINSTALLATION IN THE DOOR PANEL BEING INSTALLED IN THIS ALUMINUM FRAME. 24 REMOVE PORTION OF EXISTING CONC BLOCK BEARING WALL ABOVE DOOR. REMOVE ONLY AS MUCH BLOCK AS IS REQUIRED FOR NEW DUCTWORK, SEE MECH DRAWINGS. 25 ELECTRICAL PANEL, SEE ELEC. 26 INFILL WALL AT ABANDONED LOUVER. SEE MECHANICAL FOR BLANK-OFF PANEL. SEE ALSO DETAIL F1/A2.0 FLOOR PLAN GENERAL NOTES: REFER TO DETAILS OF CONSTRUCTION FOR: A. ABBREVIATIONS, MATERIAL SYMBOLS B. MOUNTING HEIGHTS C. LINTEL SCHEDULE D. MATERIAL FINISH/COLOR SCHEDULE E. WALL TYPES F. MARKER BD TYPES AND MOUNTING HTS THE ABOVE SECTIONS ARE LISTED FOR REFERENCE ONLY, AND ARE NOT EXCLUSIVE TO AREAS OF WORK. ALL DETAILS SHALL BE REVIEWED FOR SCOPE OF WORK. FIRE RATED WALLS ARE INDICATED ON CODE PLANS. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEE WALL TYPES FOR ACTUAL THICKNESS. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESS OTHERWISE NOTED. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHES THICK UNLESS OTHERWISE NOTED. COORDINATE SIZE AND LOCATION OF ALL DUCT AND SHAFT OPENINGS IN WALLS AND FLOORS W/ MECH. AND ELEC. PROVIDE ALL REQUIRED LINTELS FOR OPENINGS. SEE LINTEL SCHEDULE. FIELD VERIFY ALL MILLWORK OPENINGS. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETE FLOORS UNLESS OTHERWISE NOTED. PROVIDE CONSISTENT SLOPE FROM WALL TO DRAIN BY SLOPING CONCRETE, MIN. 1/4" PER FOOT. VERIFY LOCATION, SIZE AND QUANTITY OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. ALL GYP. WALLS ARE CENTERED ON GRID UNLESS OTHERWISE NOTED. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. SEE DETAILS OF CONSTRUCTION FOR ABBREVIATIONS 1. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "N WALL-TYP" COLUMN WILL BE USED. 2. DISCREPANCIES BETWEEN THE ROOM FINISH SCHEDULE AND DRAWINGS SHALL BE REPORTED TO THE ARCHITECT FOR FINISH DETERMINATION. 3. ON WALLS WHICH ARE COVERED WITH MILLWORK AND TACK SURFACES, A FINISH SHALL NOT BE APPLIED TO THE WALL BEHIND EXCEPT FOR LOCATIONS WHICH MAY BE EXPOSED (I.E. SPACE BETWEEN MILLWORK AND TACK SURFACE.) CONCRETE BLOCK BEHIND MILLWORK AND MARKERBOARDS TO BE TOOLED. 4. REFER TO MATERIAL FINISH/ COLOR SCHEDULE FOR SPECIFIC FINISH TYPES AND COLORS. 5. ROOM FINISH SCHEDULE GENERAL NOTES 6. WALLS ARE SCHEDULED BASED ON PLAN NORTH. SEE FOR CARPET INSTALLATION PATTERNS.7.B5/A6.1 SEE INTERIOR ELEVATIONS FOR LOCATIONS AND EXTENT OF WALL TO RECEIVE MULTIPLE FINISHES.1. 2. 3. ROOM FINISH SCHEDULE REMARKS PROVIDE CARPET TO EXTENTS INDICATED ON FLOOR PLAN. PROVIDE FINISH AT NEW WALLS ONLY, SEE INTERIOR ELEVATIONS FOR MORE INFORMATION. 4.PROVIDE P TILE BASE AT NEW WALLS ONLY, SEE INTERIOR ELEVATIONS FOR MORE INFORMATION. 5.PROVIDE P TILE FLOOR TILE ONLY AS REQUIRED FOR FLOOR PATCHING RELATED TO MECHANICAL WORK. SEE FLOOR PLAN FOR APPROXIMATE EXTENTS, AND COORDINATE WITH MECHANICAL. FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS. MASONRY PARTITIONS: 4" WALL: 3 3/4" FRAME 6" WALL: 5 3/4" FRAME 8" AND GREATER WALL: 7 3/4" FRAME FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS. SEE FRAME/ DOOR TYPES FOR CORRESPONDING ACTUAL DIMENSIONS. ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED. FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED: INTERIOR NON RATED: CLEAR (SAFETY WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) INTERIOR AND EXTERIOR RATED: FIRE RATED EXTERIOR NON-RATED: CLEAR INSULATED (SAFETY INSULATED WHEN REQUIRED BY TABLE IN GLAZING SPECIFICATION.) SEE SHEET FOR FRAME AND DOOR TYPES. 1. 2. 3. 4. DOOR SCHEDULE GENERAL NOTES A3.0 PROVIDE HORIZONTAL LOUVER BLINDS AT BORROWED LIGHT. PROVIDE SECURITY GLAZING.1. 2. DOOR SCHEDULE REMARKS REINSTALL SALVAGED DOOR PANEL IN NEW FRAME. VERIFY ALL DIMENSIONS IN FIELD AND COORDINATE NEW FRAME WITH EXISTING OPENING AND DOOR PANEL DIMENSIONS. 3. VERIFY EXISTING OPENING DIMENSIONS.4. 6'-6"1"3'-0"1"3'-0"1"5'-0"5'-0" 6'-6"3'-0"1"5'-0"5'-0"7'-3"5 A5.1D6 7'-3"_______E1 A6.4 _______E1 A6.4 A5.1 D4 S. DISP S. DISP S. DISP S. DISP 5 HAND DRYER 66 14 14 15 A6.1 F1 F1 17 17 TPH TPH TPH TPH TPH TPH S.N.R. NO. 2 S.N.R. NO. 2 TOILETRY SHELF TOILETRY SHELF TOILETRY SHELF TOILETRY SHELF M No. 3M No. 3 A6.1 F1 F1 TOILET A112 TOILET A111 20 20 20 20 22 2211 REINSTALL EXISTING HOLLOW METAL FRAME AND WOOD DOOR SALVAGED FROM ROOM A140 IN EXISTING OPENING. REPLACE EXISTING GLAZING WITH SECURITY GLAZING. SEE ELEVATION FOR MORE INFORMATION. INSTALL HARDWARE PER SCHEDULE. REINSTALL EXISTING HARDWARE.1. 2. DOOR/HARDWARE REPLACEMENT SCHEDULE REMARKS C4/A3.0 DOOR/HARDWARE REPLACEMENT SCHEDULE GENERAL NOTES ALL FRAMES AND DOOR PANELS ARE EXISTING UNLESS NOTED SPECIFICALLY BY REMARKS. 1. FRAMES AND PANEL MATERIAL AND DIMENSIONS ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. ALL EXISTING FRAMES AND PANELS TO BE VERIFIED IN FIELD BY CONTRACTOR. 2. REINSTALL THE EXISTING HARDWARE REMOVED FROM THE DOOR PREVIOUSLY MOUNTED IN THIS INTERIOR ALUMINUM FRAME. 3. A5.1 F518"30"60"5'-2"ALIGN 1 3 5 ° 0 0 ' 0 0 "A5.1F3 A5.1 F618"16 16 16 1 16 WALL BELOW 4"4"4"GROMMET GROMMET 2"2"P LAM-1 COUNTERTOP SUPPORTED BY CONCEALED BRACKETS IN WALL 4'-4"GA2 GA2 GA2 GA2 A118EXISTING BRICK / WOOD STUD WALL EXISTING LOUVER TO REMAIN INSULATED DUCT CAP, SEE MECH INFILL REMAINING DEPTH OF WALL WITH MTL STUD FRAMING AND EXTERIOR BATT INSULATION. PROVIDE TOTAL INSULATIVE VALUE OF R-20. 5/8" GYPSUM BOARD FLUSH WITH FACE OF EXISTING WALL F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date PLAN NORTH TRUE NORTH 12/7/2020 12:32:51 PMC:\Users\dgallagher\Documents\Corcoran City Hall & Police (Central)_DGALLAGHER@WOLDAE.COM.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Corcoran\City Hall-Police\Corcoran City Hall & Police (Central).rvtCity of Corcoran Corcoran City Hall & Police Remodel A2.0 FLOOR PLAN 8200 County Road 116, Corcoran, Minnesota 55340 8200 County Road 116 Corcoran, Minnesota 55340 AD DG 05/22/2020 182292 MINNESOTA NA JOEL DUNNING 41467 ARCHITECT ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE N WALL - TYP E WALL S WALL W WALL REMARKSMATL FIN MATL FIN MATL FIN MATL FIN A100 OPEN OFFICE CPT-2 VB-1 EXIST PT-6A GYP BD PT-6A EXIST PT-6A GYP BD PT-6A A101 VEST CPT-1 VB-1 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST A102 COAT ROOM CPT-1 VB-1 EXIST EXIST EXIST EXIST GYP BD PT-6A EXIST EXIST A103 CONFERENCE CPT-2 VB-1 EXIST PT-6A EXIST PT-6A EXIST PT-6A EXIST PT-6A A104 KITCHENETTE VCT-1 VB-1 EXIST PT-6A EXIST PT-6A EXIST PT-6A EXIST PT-6A A105 OFFICE CPT-2 VB-1 GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A EXIST PT-6A A106 OFFICE CPT-2 VB-1 GYP BD PT-6A GYP BD PT-6A EXIST / GYP BD PT-6A EXIST PT-6A A107 STOR EXIST EXIST EXIST EXIST EXIST EXIST EXIST / GYP BD PT-6A EXIST EXIST A108 CIRC CPT-1 VB-1 EXIST / GYP BD PT-6A EXIST / GYP BD PT-6A EXIST PT-6A EXIST PT-6A A109 MOTHER'S ROOM CPT-2 VB-1 GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A EXIST PT-6A A110 CONFERENCE CPT-2 VB-1 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST A111 TOILET EXIST / P TILE-4 EXIST / C TILE-2 EXIST EXIST GYP BD C TILE-1, C TILE-2 EXIST EXIST EXIST EXIST 1, 5 A112 TOILET EXIST / P TILE-4 EXIST / C TILE-2 EXIST EXIST EXIST EXIST EXIST EXIST GYP BD C TILE-1, C TILE-2 1, 5 A115 PUBLIC LOBBY EXIST / CPT-1 EXIST / P TILE-3 EXIST EXIST EXIST EXIST EXIST EXIST EXIST / GYP BD EXIST / PT-6A 2, 3, 4 A117 COUNCIL CHAMBERS CPT-3 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST A118 RECEPTION CPT-2 VB-1 EXIST PT-6A GYP BD PT-6A EXIST PT-6A EXIST PT-6A A119 CIRC CPT-2 VB-1 GYP BD PT-6A EXIST PT-6A EXIST PT-6A GYP BD PT-6A A120 OFFICE CPT-2 VB-1 EXIST PT-6A GYP BD PT-6A GYP BD PT-6A GYP BD PT-6A A121 COPY CPT-2 VB-1 EXIST PT-6A EXIST PT-6A EXIST PT-6A EXIST PT-6A A122 EOC CPT-2 VB-2 EXIST EXIST GYP BD PT-6B EXIST EXIST EXIST EXIST A123 KITCHENETTE CPT-2 VB-2 -- -- EXIST / GYP BD PT-6B EXIST EXIST EXIST EXIST A126 OFFICE CPT-2 VB-1 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST A127 OFFICE CPT-2 VB-2 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST A128 CIRC CPT-1 VB-1 EXIST PT-6A GYP BD PT-6A EXIST PT-6A EXIST PT-6A A129 POLICE RECEPTION CPT-2 VB-1 EXIST PT-6A EXIST PT-6A EXIST PT-6A EXIST PT-6A A130 OFFICE CPT-2 VB-2 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST A132 CIRC CPT-1 VB-1 EXIST PT-6A EXIST PT-6A EXIST PT-6A EXIST PT-6A A133 SEC INT VCT-1 VB-1 EXIST PT-6A EXIST PT-6A EXIST / GYP BD PT-6A EXIST PT-6A A134 INTERVIEW CPT-2 VB-2 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST A135 OFFICE CPT-2 VB-2 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST A137 SQUAD ROOM CPT-1 VB-1 EXIST PT-6A EXIST / GYP BD PT-6A EXIST PT-6A EXIST PT-6A A138 CIRC CPT-1 VB-1 EXIST PT-6A EXIST PT-6A EXIST PT-6A EXIST PT-6A A139 EVIDENCE PROCESSING VCT-1 VB-1 EXIST PT-6A EXIST PT-6A EXIST PT-6A EXIST PT-6A A140 EVIDENCE STORAGE PT CONC VB-2 EXIST EXIST EXIST EXIST EXIST EXIST EXIST PT-6A A141 CIRC VCT-1 VB-2 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST A142 BOOKING VCT-1 VB-1 EXIST PT-6A EXIST PT-6A EXIST PT-6A EXIST PT-6A A143 LOCKERS CPT-1 VB-2 EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST A147 DATA PT CONC VB-1 GYP BD PT-6A GYP BD PT-6A GYP BD GYP BD GYP BD PT-6A 0 1/8" = 1'-0" FLOOR PLANB1 6'12' DOOR / OPENING SCHEDULE DOOR NO DOOR / OPENING LABEL FRAME GL MOUNTING CONDITIONS HDW GRP REMARKSTYPE QTY WIDT H HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL A100A F 1 3'-0" 7'-0" WD -- FR 3A -- HM -- B3/A6.3 B3/A6.3 -- 09 A100B EXIST 1 3'-0" 7'-0" HM -- FR 1 -- HM -- B5/A6.3 E7/A6.3 B1/A6.3 21 3, 4 A103 N 1 3'-0" 7'-0" WD -- FR 1 -- HM -- B3/A6.3 B3/A6.3 -- 08 4 A105 F 1 3'-0" 7'-0" WD -- FR 3A -- HM -- F7/A6.3 F7/A6.3 -- 08 2 A106 F 1 3'-0" 7'-0" WD -- FR 3A -- HM -- F7/A6.3 F7/A6.3 -- 08 2 A109 F 1 3'-0" 7'-0" WD FR 1 -- HM -- F7/A6.3 F7/A6.3 -- 07 A118 F 1 3'-0" 7'-0" WD -- FR 3A -- HM -- F7/A6.3 F7/A6.3 -- 11 A119 G 1 3'-0" 7'-0" WD -- FR 1 -- HM -- B3/A6.3 B3/A6.3 -- 06 4 A120 F 1 3'-0" 7'-0" WD -- FR 3A -- HM -- F7/A6.3 F7/A6.3 -- 08 2 A122 F 1 3'-0" 7'-0" WD -- FR 1 -- HM -- F7/A6.3 F7/A6.3 -- 09 A128 N 1 3'-0" 7'-0" WD -- FR 1 -- HM SEC GL B3/A6.3 B3/A6.3 -- 05 4 A133 F 1 3'-0" 7'-0" WD -- FR 1B -- HM -- E4/A6.3 E5/A6.3 -- 25 A137A EXIST 1 3'-0" 7'-0" WD -- FR 1 -- HM -- E4/A6.3 E5/A6.3 --04 3, 4 A137B -- 0 6'-0" 7'-2" -- -- FR 5A -- HM SEC GL E1/A6.3 E2/A6.3 -- -- 1, 2 A140 F 1 3'-0" 7'-0" HM -- FR 1 -- HM -- B3/A6.3 B3/A6.3 -- 09 A145A EXIST 1 3'-0" 7'-0" HM -- FR 1B -- HM -- B5/A6.3 E7/A6.3 B1/A6.3 04 3, 4 A145B F 1 3'-0" 7'-0" HM 90 MIN FR 1B -- HM -- E4/A6.3 E5/A6.3 -- 10 4 A147A F 2 3'-0" 7'-0" WD -- FR 1 -- HM -- F7/A6.3 F7/A6.3 -- 22 A147B F 2 2'-0" 7'-0" WD -- FR 1 -- HM -- F7/A6.3 F7/A6.3 -- 22 0 3/8" = 1'-0" ENLARGED TOILET ROOM PLANF6 2' 4' DOOR/HARDWARE REPLACEMENT SCHEDULE DOOR NO DOOR / OPENING LABEL FRAME HDW GRP REMARKSTYPE QTY MATL MATL E101A AL 1 AL -- AL 02 E101B AL 1 AL -- AL 15 E107 F 2 WD -- HM 20 E110 F 1 WD -- HM 18 E114A AL 1 AL -- AL 01 E114B AL 1 AL -- AL 14 E115A AL 1 AL -- AL -- 3 E115B AL 1 AL -- AL -- 3 E115C AL 1 AL -- AL 19 E115D AL 1 AL -- AL 19 E116 F 1 WD -- HM 18 E123 F 1 WD -- HM 16 E124 F 1 WD -- HM 18 E128 F 1 WD -- HM 17 E132 EXIST 1 WD -- HM 24 1, 2 E136 AL 1 AL -- AL 03 E141 AL 1 AL -- AL 23 E143 F 1 WD -- HM 12 0 1/4" = 1'-0" ENLARGED RECEPTION COUNTER PLAND6 3' 6' Revisions Description Date Num Addendum #01 06/09/2020 1 Addendum #02 06/12/2020 2 PR #01 10/16/2020 3 PR #02 10/21/2020 4 PR #03 11/09/2020 5 PR #04 11/18/2020 6 PR #05 12/07/2020 7 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 4 4 0 1 1/2" = 1'-0" INFILL AT ABANDONED LOUVERF1 1/2'1' 7 7 3 4 3 8'-6" GYP BD / PT-8 8'-6" GYP BD / PT-8 8'-6" ACT 1 / 8'-6" ACT 1 / 8'-6" ACT 1 / 8'-6" ACT 1 / 8'-6" ACT 1 / 8'-6" ACT 1 / 8'-0" ACT 2 / 8'-0" ACT 2 / 8'-6" ACT 1 / 9'-0" ACT 1 / 8'-6" ACT 1 / 8'-0" ACT 1 / 1 1 7'-0" GYP BD / PT-7 A100 A101 A103 A107 A109 A108 A110 A111A112 A114 A116 A115 A117 A123 A127 A126 A124 A125 A119 A120 A122 A130 A128 A131 A134 A136 A132 A137 A133 A138 A139 A140 A141 A142 A143 A144 A145 A146 A113 A105 A106 A104 A102A135 A129 A121 A118 8'-0" ACT 1 / F7 A4.0 _______ F1 A4.0 _______ 5 1 1 5 1 1 F3 A4.0 _______ 7 EXPOSED 1 8 2 2 9 RCP GENERAL NOTES FOR WALLS THAT PENETRATE CEILINGS SEE WALL TYPES SHOWN ON THE FLOOR PLAN. FOR DIFFUSER AND RETURN GRILL SIZES, SEE MECHANICAL PLANS. FOR LIGHT FIXTURE TYPES, SEE ELECTRICAL LIGHTING PLANS. CEILINGS HEIGHTS INDICATED ON PLAN (E.G. 9'-0") ARE FROM FINISHED FLOOR OF LEVEL OF PLAN SHOWN OR INDICATED AS 109’-0”. ACOUSTICAL TILE CEILING GRID IS TO BE CENTERED IN RECTANGULAR ROOM OR CENTERED BETWEEN LONGEST WALLS OF IRREGULARLY SHAPED ROOMS UNLESS OTHERWISE NOTED. VERIFY GYP. BD. CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 1. 2. 3. 4. 5. 6. CANLIGHT 1 X 4 LIGHT FIXTURE 4' STRIP LIGHT FIXTURE 8' STRIP LIGHT FIXTURE 2 X 2 LIGHT FIXTURE (IN CEILING GRID) 2 X 4 LIGHT FIXTURE (IN CEILING GRID) CEILING MOUNTED LIGHT FIXTURE SPEAKER AIR DIFFUSER (IN CEILING GRID) RETURN AIR GRILLE (IN CEILING GRID) AIR DIFFUSER EXHAUST GRILLE ACCESS PANEL LINEAR DIFFUSER (IN CEILING GRID) PTD. GYPSUM BOARD CEILING / SOFFIT PENDANT LIGHT FIXTURE S AP RCP LEGEND REFLECTED CEILING PLAN KEY NOTES: 1 REMOVE AND REPLACE EXISTING CEILING TILES AS REQUIRED FOR MECHANICAL WORK. 2 SEE ELECTRICAL FOR CEILING MOUNTED MICROPHONE. 3 AT HATCHED AREA, PATCH ACT CEILING WITH NEW GRID AND INSTALL SALVAGED CEILING TILE. 4 AT HATCHED AREA, REINSTALL SALVAGED ACT IN EXISTING GRID. 5 REMOVE AND PATCH PORTION OF GYP BD CEILING AS REQUIRED FOR NEW MECHANCIAL WORK. PAINT TO MATCH EXISTING. 6 PAINT BULKHEAD PT-7. 7 PAINT BULKHEAD TO MATCH WALL AS SCHEDULED. 8 PATCH GYPSUM BOARD SOFFIT AT DEMOLISHED DIFFUSER AND PAINT TO MATCH ADJACENT. 9 INSTALL CEILING AS HIGH AS POSSIBLE, COORDINATE WITH DUCTWORK. CEILING PLANS SEE REFLECTED CEILING PLANS SEE REFLECTED 5/8" GYP BD ON 3 5/8" METAL STUDS @ 16" OC TO STRUCTURE. SEE CLG PLAN CEILING PLANS SEE REFLECTED CEILING, AS OCCURS 5/8" GYP BD ON 3 5/8" METAL STUDS @ 16" OC TO STRUCTURE. CEILING PLANS SEE REFLECTED CEILING PLANS SEE REFLECTED CEILING, AS OCCURS 5/8" GYP BD ON 3 5/8" METAL STUDS @ 16" OC TO STRUCTURE.1/4"CEILING PLANS SEE REFLECTED CEILING, AS OCCURS 5/8" GYP BD ON 3 5/8" METAL STUDS @ 16" OC TO STRUCTURE. CEILING PLANS SEE REFLECTED 1/4"1 2ROOF PLAN KEY NOTES: 1 PATCH PLYWOOD AND ASPHALT SHINGLE ROOF AT REMOVED PLUMBING VENT. 2 PROVIDE AND INSTALL SHEET METAL FLASHING AND BASE FLASH AT NEW EXHAUST FAN TO BE INSTALLED AT EXISTING MECHANICAL CURB. SEE MECH FOR MORE INFORMATION. F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date PLAN NORTH TRUE NORTH 12/7/2020 12:32:52 PMC:\Users\dgallagher\Documents\Corcoran City Hall & Police (Central)_DGALLAGHER@WOLDAE.COM.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Corcoran\City Hall-Police\Corcoran City Hall & Police (Central).rvtCity of Corcoran Corcoran City Hall & Police Remodel A4.0 ROOF PLAN & REFLECTED CEILING PLAN 8200 County Road 116, Corcoran, Minnesota 55340 8200 County Road 116 Corcoran, Minnesota 55340 AD DG 05/22/2020 182292 MINNESOTA NA JOEL DUNNING 41467 ARCHITECT 0 1/8" = 1'-0" REFLECTED CEILING PLANE1 6'12' 0 1 1/2" = 1'-0" GYPSUM BOARD SOFFITF3 1/2'1'0 1 1/2" = 1'-0" GYPSUM BOARD SOFFITF5 1/2'1'0 1 1/2" = 1'-0" GYPSUM BOARD SOFFITF7 1/2'1'0 1 1/2" = 1'-0" GYPSUM BOARD BULKHEADF1 1/2'1' 0 1/8" = 1'-0" PARTIAL ROOF PLANC6 6'12' Revisions Description Date Num Addendum #01 06/09/2020 1 PR #05 12/07/2020 2 2 UP DN S S S S S S S S S EX 1" HCW EX 1 1/4" SCW EX 16øEX 16øEX 16øEX 14ø EX 10øEX 16øEX 12ø EX 18ø EX 16øEX 24ø EX 14øEX 22ø EX 20ø EX 16ø EX 14ø EX 12ø EX 16ø EX 12ø EX 14ø EX 8ø EX 14ø EX 8øEX 12øEX 20øEX 16ø EX 10ø EX 12ø EX 4" SS EX 3" SS EX 2" SS EX 2" SS EX 2" SSEX 2" SS EX 2" SS EX 4" SS EX 4" SS EX 4" SS EX 2" SS EX 4" SS EX 4" SS EX 4" SS EX 2" SS EX 4" SS EX 2" SS EX 2" SS EX 2" SS EX 2" SS UP EX 2" SS UP EX 2" SS UP 1 1 1 1 1 1 EX 3" SS 9 EX 48x24 LOUVEREX 40x20EX WH EX 18x10 EX 24x12 EX 24x12 EX 20x10 EX 12x10EX 24x14EX 14x10 EX 8ø EX 24x12 EX 24x12 EX 20x12 EX 7øEX 7øEX 4øEX 18x12EX 14x12EX 12x12 EX 10x10 EX 10x14EX 3/4" CW EX 3/4" HCW EX 3/4" HCWEX 8x12EX 19x12 EX WH EX 1/2" CW 4 4 5 EX 4ø EX 3/4" HW EX 3/4" CW EX 1/2" CW EX 1/2" HW EX 18x12EX 8ø EX 10x14 EX 6x8 EX 8x8 EX 20x10EX WALL HYDRANT EX WALL HYDRANT 8 8 8 8 EX GAS WH EX 2" VTR EX 2" V EX 1/2" HW EX 1 1/2" V EX 1/2" CW 8 EX 1/2" CW EX 1" FNG EX 1/2" CW EX 1/2" HW EX 3/4" FNG EX 4øEX 4"ø UPEX 48x1610 39 2 3 4 5 67 8 9 10 11 12 21 19 25 26 27 28 29 12 10 15 8 8 8 8 8 8 8 8 4 4 4 10 10 8 14x10 8 8 8 8 8 8 8 EX 1" CW EX 1/2" HW EX 1 1/2" V EX 4øEX UH-1EX UH-2 EX 2" V UP EX 1 1/4" CW EX 1 1/4" CW EX 1 1/4" CW EX 1 1/4" CW DN EX 1/2" HWEX 1/2" CW EX 1 1/2" V EX 1/2" CW EX 1/2" HW EX 18x10EX 8øEX 8øEX 8ø EX 24x8 EX 24x8 8 8 6 EX NATURAL GAS METER 9 EX 18x18 UP 8 8 8 7 7 7 8 8EX 12x108 1 1 DEMOLITION PLAN GENERAL NOTES: 1. MECHANICAL CONTRACTOR SHALL DETERMINE LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE EXECUTION OF HIS WORK PRIOR TO BID. VERIFY EXACT DETAIL OF INSTALLATION REQUIRED TO PROVIDE SYSTEMS SHOWN WITHIN SPACE INTENDED. 2. ALL EXISTING SERVICES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE INDICATED ON THE PLANS. COORDINATE DISRUPTION OF SERVICES WITH OWNER TO PROVIDE AN ACCEPTABLE TIME FOR DOWN TIME. 3. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF EXISTING CONSTRUCTION UNLESS OTHERWISE NOTED ON PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITH OUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 4. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. 5. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL SYSTEMS SHOWN BOLD AND DASHED. ALL SYSTEMS NOT SHOWN BOLD AND DASHED SHALL REMAIN. 6. PATCH AND REPAIR OPENINGS THROUGH WALLS AND FLOORS WHERE MECHANICAL SYSTEMS WERE REMOVED TO MATCH EXISTING AND TO MAINTAIN FIRE RATING. WALL FINISHED BY OTHERS. DEMOLITION PLAN KEYED NOTES: 1 REMOVE EXISTING UNDERGROUND PIPING SHOWN. FLOOR SAW CUTTING AND PATCHING BY OTHERS. CAP PIPING BELOW FLOOR IF NOT TO BE REUSED. 2 REMOVE EXISTING WASTE/VENT SHOWN AND ALL ASSOCIATED HANGERS AND SUPPORTS. CAP PIPING AT MAIN IF NOT TO BE REUSED. 3 REMOVE EXISTING DOMESTIC COLD AND HOT WATER PIPING SHOWN AND ALL ASSOCIATED HANGERS AND SUPPORTS. CAP PIPNG AT MAIN IF NOT TO BE REUSED. CAPPED PIPING SHALL BE NO LONGER THAN 3 TIMES THE PIPE DIAMETER. 4 REMOVE EXISTING PLUMBING FIXTURE INDICATED AND ALL ASSOCIATED SUPPLY, WASTE, AND VENT PIPING AND HANGERS AND SUPPORTS. 10 SALAVAGE EXISTING THERMOSTAT AND REMOVE ALL ASSOCIATED WIRING. PROVIDE STAINLESS COVER PLATE TO CONCEAL ALL OPENINGS IF OPENING IS NOT TO BE REUSED OR WALL IS NOT SHOWN TO BE PATCHED BY OTHERS. REFER TO NEW WORK PLAN FOR REINSTALLATION LOCATION. 6 REMOVE EXISTING RANGE HOOD AND ALL ASSOCIATED HANGERS, SUPPORTS, WIRING AND CONTROLS. DUCT RISE THROUGH ROOF SHALL REMAIN FOR INSTALLATION OF NEW EXHAUST FAN AND DUCTWORK. REFER TO NEW WORK PLAN. 7 REMOVE EXISTING EXHAUST FAN AND ALL ASSOCIATED CONTROLS, HANGERS, AND SUPPORTS. 8 REMOVE EXISTING DUCTWORK INDICATED AND ALL ASSOCIATED GRILLES/DIFFUSERS, DAMPERS, HANGERS AND SUPPORTS. 9 REMOVE EXISTING FLOOR DRAIN AND PIPING TO BELOW FLOOR. FLOOR REMOVAL AND PATCH BY OTHERS. 5 REMOVE EXISTING PLUMBING FIXTURE. PIPING TO REMAIN FOR REINSTALLATION OF NEW FIXTURE. REFER TO NEW WORK PLAN. 11 CAP EXISTING EXHAUST DUCT THROUGH WALL. 12 REMOVE WATER HEATER VENTING UP THROUGH ROOF. ROOF PATCH BY OTHERS. 15 REMOVE GAS WATER HEATER AND ALL ASSOCIATED PIPING, SUPPORTS, VENTING AND WIRING. 14 REMOVE EXISTING KITCHEN HOOD AND ASSOCIATD EXHAUST FAN, DUCTWORK, CONTROLS, WIRING, CURBS, AND SUPPORTS. ROOF PATCHING BY OTHERS. 13 REMOVE EXISTING WALL HYDRANT AND INDICATED HARD COLD WAT PIPING AND SUPPORTS. WALL PATCH BY OTHERS. F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 12/3/2020 2:50:21 PMC:\Users\jmaust\Documents\182292 Corcoran City Hall & Police MECH_jmaust.rvt1/8" = 1'-0"Central: \\Wae-srv-mn.woldae.com\StPaul\CI-Corcoran\City Hall-Police\182292 Remodel PhaseI\05_MECH\Revit\182292 Corcoran City Hall & Police MECH.rvtCITY OF CORCORAN Corcoran City Hall & Police Remodel M1.0 UNDERGROUND AND MAIN LEVEL DEMOLITION PLANS 8200 County Road 116, Corcoran, Minnesota 55340 8200 County Road 116 Corcoran, Minnesota 55340 ISSUE BID SET PJ JM 05/22/2020 182292 MINNESOTA 05/26/2020 KEVIN MARSHALL 23989 PROFESSIONAL ENGINEER 1/8" = 1'-0" DEMOLITION PLAN - UNDERGROUND LEVELD1 1/8" = 1'-0" DEMOLITION PLAN - MAIN LEVELB1 Revisions Description Date Num PR #05 12/03/2020 1 DN REF S S S S S S S S S EX 19x12 EX 24x12EX 8x12EX 18x12EX 24x12 EF 3 EX WH EX HP-8 2406 125 A EX 10x10EX 14x12EX 12x12 EX 18x12EX 24x12EX 20x12 EX 18x12 EX 8ø EX 24x12 EX 20x12 EX 24x12 EX 18x12 EX 14x12 EX 12x12EX 6x8EX 24x12 EX 20x10 EX 8ø EX 8ø EX 18x10EX 12x1012x12EX 14x10EX 24x14 1 1 1 1 1 1 1 1 6ø2406 50 A OPEN OFFICE A100 VEST A101 CONFERENCE A103 STOR A107 MOTHER'S ROOM A109 CIRC A108 CONFERENCE A110 TOILET A111 TOILET A112 VEST A114 MECH A116 PUBLIC LOBBY A115 COUNCIL CHAMBERS A117 KITCHENETTE A123 OFFICE A127 OFFICE A126 STORAGE A124 MECH A125 CIRC A119 OFFICE A120 EOC A122 OFFICE A130 CIRC A128 TOILET A131 INTERVIEW A134 VEST A136 CIRC A132 SQUAD ROOM A137 SEC INT A133 CIRC A138 EVIDENCE PROCESSING A139 EVIDENCE STORAGE A140 CIRC A141 BOOKING A142 LOCKERS A143 TOILET A144 GARAGE A145 MECH A146 JAN A113 OFFICE A105 OFFICE A106 KITCHENETTE A104 COAT ROOM A102OFFICE A135 POLICE RECEPTION A129 COPY A121 RECEPTION A118 10x8 20"x12" LOUVER BY OTHERS 10x10 300 C 10x10 300 C 10x10 EF 1 6x6UP8x8 100 C 6x6 2408 200 A 2408 100 A 4-2-6 85 D 10x8 190 C (TYP. 2)10x108ø 6ø 16x10 B (TYP. 2)16x108ø 8ø 8øEF 4 10x10 2406 150 A (TYP. 2) 12x6 250 C 10x8EX EXH 18x18 UP 2408 265 A 1 1 1 1 1 1 1 1 1 1 1 1 2408 165 A (TYP. 3) 1 1 1 1 1 1 1 1 1 65 CFM 200 CFM 140 CFM 140 CFM 200 CFM 150 CFM 60 CFM 200 CFM 200 CFM 200 CFM 75 CFM 75 CFM 14x10 B (TYP. 2) 300 CFM 300 CFM 100 CFM 50 CFM 100 CFM 100 CFM 14x10 B (TYP. 2) 14x10 B (TYP. 2) 135 CFM 135 CFM 135 CFM 2406 150 A 4-2-6 80 D 8"x12" LOUVER BY OTHERS 20"x12" LOUVER BY OTHERS 190 CFM 190 CFM 190 CFM 190 CFM 150 CFM 150 CFM 50 CFM12x10EX 12x102 2 2 2 2406 150 A EX 48x246x6 50 C F F 14x1014x10 7ø EX 7ø EX 7øEX 4ø70 CFM 1 EX HP-1 EX HP-2 EX HP-3 100 CFM 100 CFM 2408 230 A 2406 100 A EX HP-4 EX HP-5 EX HP-6 EX HP-7 1 275 CFM 1 275 CFM 1 225 CFM 1 225 CFM 1 225 CFM 1 135 CFM 6x6 100 C 2 EX 10x14 TO EX HP-1 TO EX HP-8 TO EX HP-2 EX 48x24EX 12ø 24x24 B (TYP. 2) 24x8 1 100 CFM 10x10 B (TYP. 2) 14x10 10x10 B (TYP. 2) 10x10 B (TYP. 2)10x10EF 2 14x10 B (TYP. 2) 1 1 1 1 14x1014x10 B (TYP. 2) 6 125 E 14x10 B (TYP. 2) 300 CFM 300 CFM 300 CFM 300 CFM 1 75 CFM 300 CFM 1 1 150 CFM 1 50 CFM 1 100 CFM1300 CFM 1 250 CFM 1 110 CFM 1 110 CFM 1 200 CFM 1 200 CFM 1 200 CFM 1 200 CFM 1 140 CFM 150 CFM 1 580 CFM 1 300 CFM 1 1100 CFM 1 150 CFM 14x101 1 1 2 2 2 2 2 3 HVAC PLAN GENERAL NOTES: 1. TRANSFER DUCTS AND DUCTS CONNECTED TO TRANSFER FANS SHALL HAVE 1" INTERNAL SOUND ATTENUATING LINER 2. DO NOT INSTALL FLEXIBLE DUCT CONNECTIONS ABOVE INACCESSIBLE CEILINGS 3. DIFFUSER DUCT RUNOUTS AND FLEXIBLE DUCT CONNECTIONS SHALL BE THE SAME SIZE AS THE DIFFUSER NECK. 5. LOCATE BALANCING DAMPERS ABOVE A4CCESSIBLE CEILINGS WHERE POSSIBLE. 5. COORDINATE LOCATIONS OF ANY ACCESS PANELS REQUIRED IN WALLS OR CEILINGS WITH GENERAL CONTRACTOR. 6. ROUTE DUCTS BETWEEN JOISTS AND THROUGH JOIST WEBS WHERE REQUIRED TO COORDINATE WITH THE INSTALLATION OF OTHER TRADES AND TO MAINTAIN CEILING HEIGHTS. COORDINATE LOCATIONS PRIOR TO CROSS BRACING TO ENSURE THERE ARE NO CONFLICTS. AREAS KEYNOTED ARE MINIMUM REQUIRED. 7. DIFFUSER AND REGISTER LOCATIONS SHALL BE COORDINATED WITH LIGHT FIXTURE LOCATIONS AND SHALL BE IN ACCORDANCE WITH CEILING PATTERNS AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLANS. 8. ALL RISES AND DROPS IN DUCTWORK ARE NOT NECESSARILY SHOWN. LAYOUT ROUTING AND COORDINATE WORK WITH OTHER TRADES BEFORE CONSTRUCTION. 9. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS. NO CUTTING OF STRUCTURAL MEMBERS OR STRUCTURE WHICH WILL DETERIORATE THE INTEGRITY AND STRENGTH OF THE BUILDING WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 11. MECHANICAL CONTRACTOR SHALL DETERMINE LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE EXECUTION OF HIS WORK PRIOR TO BID. VERIFY EXACT DETAIL OF INSTALLATION REQUIRED TO PROVIDE SYSTEMS SHOWN WITHIN SPACE INTENDED. 12. THE MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING CEILING TILES AND GRIDS AS REQUIRED FOR INSTALLATION OF NEW WORK. ANY DAMAGED TILES AND OR GRIDS SHALL BE REPLACED WITH NEW TO MATCH AT THE CONTRACTORS EXPENSE. HVAC PLAN KEYED NOTES: 1 BALANCE INDICATED DIFFUSER TO NOTED CFM. 2 REINSTALL SALAVAGED THERMOSTAT AT LOCATION INDICATED. PROVIDE NEW CONTROL WIRING TO UNIT AS REQUIRED. 3 CAP DUCT/LOUVER PER DETAIL AND SEAL TO BE WATER TIGHT AND INSULATE. /E6 M3.0 EXISTING LOUVER R-12.5, EXTRUDED POLYSTYRENE INSULATION TURN END OF DUCT CAP, MECHANICALLY FASTEN & CAULK TO CREATE A WATER TIGHT SEAL TO LOUVER SLEEVE. SHEETMETAL DUCT CAP F E D C B A 1 2 3 4 5 6 7 8 M MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 12/3/2020 2:50:28 PMC:\Users\jmaust\Documents\182292 Corcoran City Hall & Police MECH_jmaust.rvt1/8" = 1'-0"Central: \\Wae-srv-mn.woldae.com\StPaul\CI-Corcoran\City Hall-Police\182292 Remodel PhaseI\05_MECH\Revit\182292 Corcoran City Hall & Police MECH.rvtCITY OF CORCORAN Corcoran City Hall & Police Remodel M3.0 MAIN LEVEL HVAC PLAN 8200 County Road 116, Corcoran, Minnesota 55340 8200 County Road 116 Corcoran, Minnesota 55340 ISSUE BID SET PJ JM 05/22/2020 182292 MINNESOTA 05/26/2020 KEVIN MARSHALL 23989 PROFESSIONAL ENGINEER 1/8" = 1'-0" HVAC PLAN - MAIN LEVELD1 TO EX HP-6 TO EX HP-7 Revisions Description Date Num ADDENDUM #2 06/12/2020 1 PR #05 12/03/2020 2 NOT TO SCALEE6LOUVER DUCT PATCH DETAIL 2 PROPOSAL REQUEST Distribution: ☒ Brad Martens, City of Corcoran ☒ George Sinn, Weber ☒ Ivan Weiss, Weber ☒ Reide Weber, Weber ☐ Magnus Carlsson, BKBM ☐ Pat Jansen, Wold ☐ John Maust, Wold ☒ Steve Skarvan, Wold ☒ Jared Frazier, Wold ☒ Michelle Klein, Wold ☒ Andrew Dahlquist, Wold ☒ Derek Gallagher, Wold Corcoran City Hall & Police Remodel Weber Construction Attn: George Sinn 2497 7th Avenue East, Suite 110 North Saint Paul, MN 55109 Phone: 651.770.5350 Mobile: 651-755-0268 Email: gsinn@webercompanies.com Submit an itemized (labor and material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceeding with this change. COST EXPECTATIONS: ☐ DEDUCT ☐ NO COST ☒ ADD PR: #06 Comm: 182018 Const. Pkg: # N/A Item Description Provide a detailed cost breakdown for labor (rates and hours) and material (quantities and unit cost) for each item listed below: 6.1 Added power, data, and an HDMI connection to the plan east wall in Room A103. See E2.0. 6.2 Modified the feeder for the floor box in Room A103 to come from the plan east wall instead of the plan south wall. See E2.0. Attachments: SECTION: DRAWINGS: E2.0 Issued By: Jared Frazier Date: 12/3/2020 GENERAL SHEET NOTESKEYED SHEET NOTES DN REF F FS FACPWP 48" J JTV TVTVTV J J J FS FS 46" 46" FS FS FS FS FS FS FS T FS FS D2D2 ABAB REF D4D6D2 D2D2TV TV 60" 60"TV60"SS TV60"M M D2 D2D2D2D2D2S CR D6D6D6 D2D2 D2D2ABD2SELSELS ELJHDSCR S CR S CR SCR S CR S CR S CR D2SELS ELD2D2D2D2D2D2D2D2D2D2D2D2D2D2S CR SCRS CR SCR S CR S CR S CR D2 SCR S CR SCRSCRSCRD2SCRHA HAHA TV 60" ABAB D2 ABD2ABSCRJHDJJSCRSCRSCRD2 S EL T/S w/P ABABJ J MWAB J J D2 60"60"D2D2 A. SOME NOTES MAY NOT APPLY TO THIS SHEET. B. SOME NOTES MAY NOT APPLY TO THIS SHEETS. C. ALL BOXES, CONDUIT AND WIRING TO BE CONCEALED. NO EXPOSED BOXES, CONDUIT AND WIRING SHALL BE ALLOWED UNLESS NOTED OTHERWISE. D. COORDINATE DEVICE LOCATIONS WITH OTHER TRADES INCLUDING HVAC EQUIPMENT, DUCTWORK, SPRINKLER PIPING AND BUILDING STRUCTURAL MEMBERS. E. VERIFY LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL OWNER FURNISHED EQUIPMENT PRIOR TO ROUGH-IN. F. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES. G. GFCI RECEPTACLES SHALL BE WIRED TO PROTECT ONLY THE DEVICES IN THAT OUTLET BOX. DOWNSTREAM DEVICES SHALL NOT BE PROTECTED BY GFCI. H. CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS- BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE. I. PROVIDE SEPARATED CONDUITS FOR ALL EMERGENCY CIRCUITS, DO NOT COMBINE WITH NORMAL BUILDING WIRING. J. COORDINATE HEIGHTS OF ALL DEVICES WITH MILLWORK AND MODULAR FURNITURE SHOP DRAWINGS PRIOR TO ROUGH-IN. K. OFFSET BACK TO BACK BOXES AT LEAST 12 INCHES EXCEPT IN RESIDENT ROOMS WHERE PUTTY-PADS SHALL BE PROVIDED (3M MPP+ OR EQUIVALENT). L. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON THE DRAWINGS, EXCEPT ITEMS LISTED ON SHEET E0.01 GENERAL ELECTRICAL NOTES. M. SEE FIRE ALARM ZONE SCHEDULE FOR INITIATING ZONES AND SIGNAL CIRCUITS. N. COORDINATE WITH OTHER TRADES AND REFER TO DIV 27 & 28 SPECIFICATIONS FOR FULL REQUIREMENTS. O. INSTALL DATA/SYSTEMS CONDUIT WITH NO MORE THAN (2) 90° BENDS BETWEEN PULL BOXES, AND NO MORE THAN 100'-0" BETWEEN PULL BOXES. PULL BOXES SHALL BE INSTALLED FOR STRAIGHT THRU PULLS ONLY. P. ALL COMMUNICATIONS CABLES SHALL BE INSTALLED IN CONDUIT, CABLE TRAY, OR SUPPORTED BY CABLE HOOKS. PROVIDE BUSHINGS AT THE ENDS OF ALL CONDUIT WHERE STUBBED ABOVE ACCESSIBLE CEILINGS OR WHERE DROPPED INTO CABLE TRAY. PROVIDE CABLE HOOKS ABOVE ACCESSIBLE CEILINGS FOR CABLE INSTALLATION WHERE NOT INSTALLED IN CONDUIT OR CABLE TRAY. Q. COORDINATE RECESSED CASEWORK DEVICES AND ABOVE COUNTER (AB) DEVICES WITH ARCHITECTURAL ELEVATION DRAWINGS AND DETAILS. MATCH ELEVATIONS WITH DIVISION 26 DEVICES UNLESS NOTED OTHERWISE. 1. ROOM TO REMAIN AS IS. NO WORK REQUIRED UNLESS NOTED OTHERWISE. 2. PROVIDE 120V CONNECTION FROM NEAREST CIRCUIT WITH AMPLE CAPACITY. 3. ELECTRICAL SERVICE - SEE ELEVATION ON SHEET E6.0. 4. PROVIDE EXTENSION OF EXISTING CIRCUITRY AND CONNECTION TO REPLACEMENT EXHAUST FAN. 5. ROUTE NEW FEEDER AND FIBER OPTIC IN SMR (SIZE AS REQUIRED) AND FOLLOW THE CEILING BEAM STRUCTURE MOUNTING ON THE EAST SIDE OF THE BEAM. SEE ARCHITECTURAL ELEVATION DETAIL FOR DEFINITION. 6. PROVIDE 120V CIRCUIT TO HAND DRYER. 7. EXISTING FIRE ALARM PANEL - TO REMAIN. PROVIDE ALL NEW CONNECTIONS AND MISCELLANEOUS EQUIPMENT FOR A COMPLETE INSTALLATION. 8. EXISTING TR - ROUTE CABLES AS SHOWN ON PLANS. PROVIDE ADDITIONAL PLYWOOD FOR SECURITY INTEGRATOR'S EQUIPMENT. COORDINATE WITH THE OWNER'S SECURITY INTEGRATOR. 9. PROVIDE PRIMARY GROUND BAR. SEE DETAIL. 10. CONNECT NEW CIRCUITS. MODIFY EXISTING CIRCUITS DEMOLISHED TO POWER NEW. PROVIDE NEW TYPEWRITER DIRECTORY. 11. CABLING ROUTING - NEW CABLING SHALL BE ROUTED TO ASSOCIATED RACK. 12. SEE DETAIL DRAWING E6.0 FOR ROUGH-IN AND CONNECTION REQUIREMENTS. 13. TV LOCATION DOES NOT REQUIRE HDMI INTERCONNECT. PROVIDE (2) DATA ROUTED TO NEAREST TELECOMMUNICATIONS ROOM. 14. DEVICES SHOWN FOR REFERENCE AND TO BE INSTALLED BY OTHERS. 15. COORDINATE ELEVATION OF TV WITH OWNER PRIOR TO ROUGH-IN. 16. CIRCUIT NEW RECEPTACLES TO EXISTING CIRCUITS RENDERED "SPARE" DURING DEMOLITION. PROVIDE NEW CIRCUIT BREAKERS IN EXISTING PANELBOARDS IF NECESSARY TO ACHIEVE THE CIRCUIT DENSITY SHOWN. CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY AND INDICATE DESIRED CIRCUIT DENSITY. 17. CIRCUIT NEW LOADS TO THIS NEW PANELBOARD AS SHOWN. 18. PROVIDE 1-1/4"C. FOR TECHNOLOGY AND 3/4"C. FOR CONDUCTORS FOR POWER. STUB TO ABOVE ADJACENT ACCESSIBLE CEILING. FLOORBOX SHALL BE WIREMOLD RFB-4 WITH FURNITURE FEED(S). PROVIDE ALL FINAL CONNECTIONS TO FURNITURE AS REQUIRED BY THE MANUFACTURER. 19. PROVIDE WIREMOLD 4000 WITH DIVIDER FOR NEW DEVICES. ROUTE VERTICAL TO ABOVE ACCESSIBLE FINISHED CEILING TIGHT TO CORNER OF ROOM. 20. PROVIDE 1-1/4"C. WITH CABLES FOR TECHNOLOGY AND 3/4"C. FOR CONDUCTORS FOR POWER. STUB TO ABOVE NEAREST ACCESSIBLE CEILING. FLOORBOX SHALL BE WIREMOLD RFB-4 OR APPROVED EQUAL. 21. SEE ARCHITECTURAL ELEVATION ON A5.1 FOR MOUNTING INFORMATION. 22. FIELD VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH-IN. L-1 L-3 L-2 EF-4 EF-3 3 OFFICE A135 INTERVIEW A134 CIRC A128 POLICE RECEPTION A129 VEST A136 CIRC A132SEC INT A133 BOOKING A142 TOILET A131 OFFICE A130 STORAGE A124 OFFICE A126 EVIDENCE PROCESSING A139 MECH A125 EVIDENCE STORAGE A140 SQUAD ROOM A137 LOCKERS A143 CIRC A141 TOILET A144 MECH A146 GARAGE A145 OFFICE A127 KITCHENETTE A123 COPY A121 CIRC A119 OFFICE A120 EOC A122 COUNCIL CHAMBERS A117 PUBLIC LOBBY A115 VEST A114 CONFERENCE A110 CIRC A108 MOTHER'S ROOM A109 COAT ROOM A102 VEST A101 CONFERENCE A103 KITCHENETTE A104 OPEN OFFICE A100OFFICE A105 OFFICE A106 STOR A107 MECH A116 TOILET A111 TOILET A112 JAN A113 EX-WH NL EF-1 EF-2 TR-2TR-1 10 12 12 1 1 12 10 7 8 6 6 L-4/9 L-4/9 L-4/9 L-4/11 L-4/11 L-4/11 COPYL-4/12 L-4/12 L-4/12 L-4/12 L-4/12 L-4/10 L-4/10 L-4/10 RECEPTION A118 CIRC A138 L-4/16 13AVHDMI AVHDMIAVHDMIAVHDMIEF-5 (ON ROOF) 14 15 14 L-4/10 L-4/9 L-4/1 L-4/1 L-4/3 L-4/3 L-4/7L-4/7L-4/5L-4/5 L-4/2 L-4/2 L-4/4 L-4/6 L-4/6 L-4/8 L-4/14 L-4/14 L-4/13 L-4/13 L-4/15 2 2 TR-1 E7.0 3 Sim DATA A147 PANELBOARD L-4PANELBOARDS L-1, L-3 16 17 L-1/1 L-1/1 L-1/1 L-1/3 L-1/3 L-1/3 L-1/3 L-1/5 L-1/5 L-1/5 L-1/5 L-1/5 L-1/2 L-1/2 L-1/2 L-1/4 L-1/4 L-1/4 L-1/6 L-1/6 L-1/6 L-1/7 L-1/7 L-1/7 L-1/7 L-1/7 L-1/9 L-1/9 L-1/9 L-1/11 L-1/11 L-1/11 4 4 10 ADA (1) 20/1 CB - L-3 (1) 20/1 CB - L-3 (1) 20/1 CB - L-3 EF-4 1 1 1 L-4/17 L-4/1711 1 1 1 1 5 L-4/12 L-4 1 1 1 18 18 1 2 2 2 L-4/13 20 20 3 L-4/19 3 213 AVHDMI22 L-4/114 12 STRANDS OM4 MULTI-MODE FIBER EXISTING TR A124 A147 TR-2 1 REFER TO ARCHITECTUAL ELEVATION FOR APPROXIMATE ROUTE ACROSS LOBBY 1 F E D C B A 1 2 3 4 5 6 7 8 E MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 12/3/2020 4:14:37 PMC:\Users\jfrazier\Documents\182292 Remodel Phase I (Revit 2018) (New Central)_jfrazier.rvtNTSCentral: \\Wae-srv-mn.woldae.com\StPaul\CI-Corcoran\City Hall-Police\182292 Remodel PhaseI\06_ELEC\Revit\182292 Remodel Phase I (Revit 2018) (New Central).rvtCity of Corcoran Corcoran City Hall & Police Remodel E2.0 MAIN LEVEL POWER AND SYSTEMS PLANS 8200 County Road 116 Corcoran, Minnesota 55340 8200 County Road 116 Corcoran, Minnesota 55340 S.SKARVAN J.FRAZIER 5/26/2020 182292 MINNESOTA 5/26/2020 BRADLEY R. JOHANNSEN 43936 PROFESSIONAL ENGINEER 1/8" = 1'-0" MAIN LEVEL POWER AND SYSTEMS PLANE1 NTS TECHNOLOGY RISER1 Revisions Description Date Num Addendum #2 6/12/2020 1 PR #1 10/12/2020 2 PR #4 11/18/2020 3 PR #6 12/3/2020 4 1 1 1 1 3 4 City of Corcoran January 28, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2021-05 Page 1 of 1 Motion By: Seconded By: POLICE OFFICER DECLARATION OF PERA CONTRIBUTIONS CAITLYN SANDSTAD WHEREAS, the policy of the State of Minnesota as declared in Minnesota Statutes 353.63 is to give special consideration to employees who perform hazardous work and devote their time and skills to protecting the property and personal safety of others; and WHEREAS, Minnesota Statutes Section 353.64 permits governmental subdivisions to request coverage in the Public Employees Police and Fire plan for eligible employees of police departments whose position duties meet the requirements stated therein and listed below. BE IT RESOLVED, that the City of Corcoran of Hennepin County, MN hereby declares that the position titled Police Officer, currently held by Caitlyn Sandstad, meets all of the following Police and Fire membership requirements: 1.Said position requires a license by Minnesota peace officer standards and training board under sections 626.84 to 626.863 and this employee is so licensed; 2.Said position’s primary (over 50%) duty is to enforce the general criminal laws of the state; 3.Said position charges this employee with prevention and detection of crime; 4.Said position gives this employee the full power of arrest and 5.Said position is assigned to a designated police or sheriff’s department. BE IT FURTHER RESOLVED that this governing body hereby requests that the above- named employee be accepted as a member of the Public Employees Police and Fire Plan effective the date of this employee’s initial Police and Fire salary deduction by governmental subdivision. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Thomas, Manoj Thomas, Manoj Whereupon, said Resolution is hereby declared adopted on this 28th day of January 2021. ________________________________ Tom McKee – Mayor ATTEST: __________________________________________ City Seal Jessica Beise – Administrative Services Director Agenda Item 7e. STAFF REPORT Agenda Item 7f. Council Meeting: January 28, 2021 Prepared By: Director Matt Gottschalk Topic: Dakota County Criminal Justice System Services Agreement Action Required: Authorization Summary: The police department is making arrangements to participate in a county-wide law enforcement agency eBriefing system. The system will be administered by Dakota County for the agencies in Hennepin County. In order to participate in the sharing of criminal justice information on the system the City must enter into the attached agreement. The agreement has been vetted by the City Attorney. Financial/Budget: The eBriefing system will be used by our City’s police officers at a cost of $33 per officer per year after the 90-day free trial period. This will be for both full-time and part-time officers. The total annual cost will be approximately $500 depending on staffing levels. This would be managed in the existing budget. Council Action: Authorize and direct the City Administrator to enter into the Criminal Justice System Services Agreement between Dakota County and the City of Corcoran. Attachments: 1. Criminal Justice System Services Agreement between Dakota County and the City of Corcoran. CJN-Corcoran Services Agreement Page 1 of 16 Criminal Justice System Services Agreement Between County of Dakota (Criminal Justice Network) And City of Corcoran THIS CRIMINAL JUSTICE SYSTEM SERVICES AGREEMENT (the “Agreement”) is made and entered into by and between the County of Dakota, Minnesota, through its Criminal Justice Network program (“CJN”), and the City of Corcoran, Minnesota, by and through the Corcoran Police Department, acting through its authorized representatives (“the Agency”). Dakota County/CJN and the Agency are each sometimes referred to herein as a “Party” and collectively as the “Parties.” The Parties enter into this Agreement pursuant to their authority under Minn. Stat. §471.59 to provide assistance to, and act in coordination with, other political subdivisions within the State of Minnesota as deemed necessary to benefit the public. Execution of this Agreement terminates and supersedes any and all previous criminal justice system services agreement between the Parties. 1. Definitions. “System Software” means CJN’s proprietary computer software program(s) set forth in Attachment A (the “System Overview”), in object code form only, including all Updates. “CJN System” means the Internet site operated by Dakota County/CJN, accessible by the Agency through secure access points, with a specific Uniform Resource Locator to be provided to the Agency (or any successor URL). “Agency Data” means the data that the Agency’s Permitted Users enter into the CJN System. “Equipment” means the minimum required hardware and operating environment used by the Agency to access the CJN System as detailed in Attachment E to this Agreement (“Hardware Requirements”). “Documentation” means any CJN user manuals, training or education materials, technical manuals, and specifications describing the System Software and Services created by CJN, and any Provider Content made available to the Agency in printed and/or electronic form, including all Updates. “Permitted User” means the Agency’s employees and agents who are provided access to the System Software in accordance with the procedures in Section 10 of this Agreement. “Provider Content” means CJN’s reports, information, and data, other than the Agency’s Data, made available to the Agency and its Permitted Users as part of the Services. “Services” means the operation and maintenance of the System Software and utilities in CJN’s host computer system, providing Provider Content to the Agency storing Agency Data, and making the System Software, Provider Content, and Agency Data available to Permitted Users via the CJN System, as more fully described in Attachment A to this Agreement (the “System Overview”). Services do not include integrating the CJN System or Agency Data with any application or computer system outside of the CJN Applications. “Update” means, as applicable, any update, modification, or new release of the System Software, Documentation, or Provider Content that CJN makes generally available to the Agency. 2. Provision of On-line Services. (a) The Agency hereby engages CJN, and CJN hereby agrees (subject to the terms and conditions herein) to provide the Services more fully described in this Agreement and in the System. CJN agrees to provide the Services to the Agency in accordance with the terms of this Agreement and grants to the Agency a non- exclusive, non-assignable and non-transferable license during the Term of this Agreement to enter Agency Data into the CJN System and access and use the System Software and Provider Content, only by Permitted Users, in accordance with all of the terms and conditions in this Agreement. DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 2 of 16 (b) CJN has agreed to provide the Agency with a free trial of its eBriefing Application, as described in Attachment A, for a period of 90 calendar days (“Free Trial”). During the Free Trial, CJN will make the eBriefing Application available to Agency at no cost for the Agency to test the application and consider paying for its use following the expiration of the Free Trial. (c) The Agency acknowledges and agrees that CJN’s provision and performance of the Services is dependent and conditioned upon the Agency’s full performance of its duties, obligations and responsibilities hereunder. (d) CJN acknowledges and agrees that the Agency is obligated to make payment for the Services on behalf of the Agency if this Agreement is not terminated during the Free Trial, as further described in Section 16(b), and that payment for the Services obligates CJN to perform its duties, obligations and responsibilities during the Term of this Agreement or any subsequent term. (e) Each Party shall at all times during the Term of this Agreement designate an individual to serve as its CJN services manager who shall be the primary point of contact regarding the Services provided and the rights or obligations of each Party under this Agreement. 3. Additional CJN Responsibilities. During the Term of this Agreement, CJN shall be responsible for the following: (a) CJN shall provide all required hosting and operations support for the applications described in the System Overview in a centralized facility. (b) CJN may from time to time, in its sole discretion, install Updates, modify the Services or any component thereof provided that such Updates shall perform and contain functionality that is equivalent to or better than the current version of the Services. CJN will complete such installations and modifications between the hours of 4 AM and 7 AM, when possible, to minimize any impact on the Agency’s use of the System Software and Services. CJN will notify the Agency by standard methods of notification such as email, system generated messages on the System home page or similar communication methods, in advance of the installation of an Update or modification to the Services. (c) CJN will provide support and System maintenance to the Agency as more fully described in this Agreement and the System Overview. (d) Excluding the costs the Agency must pay CJN as described in this Agreement, CJN shall provide, at no additional cost to the Agency all communications equipment, telephone and communications lines, power, telephone service and other utilities at CJN’s facilities up to the point of connection to the State optic fiber at the Dakota County Administration Center in Hastings, Minnesota, and to perform the Services and accomplish the purposes of this Agreement. (e) Excluding the costs the Agency must pay CJN as described in this Agreement, CJN shall provide, at no additional cost to the Agency the necessary personnel, facilities, hardware, software, servers, routers and related equipment up to the point of connection to the State optic fiber at the Dakota County Administration Center in Hastings, Minnesota to meet CJN’s responsibilities under this Agreement. (f) CJN will install and maintain System security measures including password protection, firewall protection, data encryption, continuous monitoring of CJN’s system, and will conduct regular security audits. If CJN learns that any person has breached the security implemented for CJN’s System, or suspects that such security has been breached, CJN will promptly notify the Agency and take corrective action to prevent such breaches. (g) CJN shall have in place during the Term of this Agreement a Business Continuity and Disaster Recovery Plan and will utilize industry standard back-up and archival procedures. (h) CJN will configure and maintain the system to provide reasonable system response time for the Agency’s Permitted Users, to the extent within the control of Dakota County/CJN. DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 3 of 16 (i) If requested, CJN will provide best practices advice to the Agency for implementing the Services at the Agency’s business locations. (j) CJN will provide training on the use of CJN’s System for the Agency’s Permitted Users as set forth in Section 9 of this Agreement. (k) CJN shall be responsible for ensuring that its Services and the performance of CJN’s other obligations hereunder comply with all laws applicable to CJN, including the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. 4. Agency Responsibilities. During the Term of this Agreement, the Agency shall be responsible for the following: (a) The Agency shall provide, at no cost to CJN, all communications equipment, telephone and communication lines, power, telephone service and other utilities at the Agency’s facilities as may be necessary or reasonably desirable to utilize the Services and accomplish the purposes of this Agreement. (b) The Agency shall provide, at no cost to CJN, the necessary personnel and facilities to meet the Agency’s obligations hereunder. (c) The Agency shall follow the identity management procedures and provide the first-line support, maintenance and other services more fully described in this Agreement and the System Overview and such other procedures and services as the Parties may establish from time to time. (d) The Agency agrees that CJN's logos may appear on the pages of the Agency’s web site or the Agency’s internal criminal justice applications screens. (e) The Agency shall be responsible for ensuring that the Agency’s use of the Services and the performance of its other obligations hereunder comply with this Agreement and all laws applicable to the Agency. (f) As between the Parties, the Agency shall be responsible for the accuracy and completeness of all records and data provided by the Agency in connection with this Agreement for use on CJN’s System. (g) When accessing or using the CJN System, the Agency shall comply with the Minnesota Government Data Practices Act and other applicable data practices or privacy laws. 5. System Features and Configuration. The Agency acknowledges and agrees that it will be using criminal justice applications that are also utilized by other criminal justice agencies in the State of Minnesota. The capabilities and functions of the System Software now and in the future will be determined primarily by direction from the CJN Steering Committee and available funding. When settings or features have been added to the System Software that are designed by CJN to be configurable for specific users of the System, the Parties shall work cooperatively to identify System features or functionality (common practices, processes, and procedures conducted by the Agency in day-to-day operations as they relate to utilizing the System Software and Provider Content) that are configurable to best fit the Agency’s business practices. CJN shall set available configurations in the System Software for the Agency or shall train designated Agency staff how to configure the Services and System Software. 6. Ownership, Protection and Security. (a) The Agency acknowledges and agrees that nothing in this Agreement or any other agreement grants the Agency any licenses or other rights with respect to CJN’s Software System (source code or object code) or Services other than the right to receive Services as expressly provided herein. CJN shall retain all ownership in the intellectual property and all other proprietary rights and interests associated with CJN’s Software System and Services and all components thereof and associated documentation, except as expressly provided herein. DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 4 of 16 (b) Ownership of any Agency Data including text, graphics or other information or content materials and all records and databases supplied or furnished or entered into the System by the Agency hereunder for incorporation into or delivery through the application(s) described in the System Overview shall remain with the Agency and CJN shall cease use of all such material upon termination of this Agreement. Upon termination of this Agreement CJN shall return all Agency Data, text, graphics or other information to the Agency. (c) CJN grants to the Agency a limited license during the term of this Agreement to use and reproduce CJN's trademarks and logos for purposes of including such trademarks and logos in Agency’s materials and links solely as permitted hereunder. All uses of such trademarks and logos shall conform to the Agency’s standard guidelines and requirements for use of such trademarks and logos. (d) By storing Agency Data on CJN’s equipment and System, CJN does not obtain any ownership interest in Agency’s Data except to the extent that CJN is obligated to keep this data intact and secure and to regularly backup the data for redundancy and disaster recovery purposes. As between the Agency and CJN, Agency’s Data is and shall remain the sole and exclusive property of the Agency, including all applicable rights to copyrights, trademarks or other proprietary or intellectual property rights thereto. (e) The Agency shall be responsible for responding to any data practices requests related to any Agency Data that the Agency or its Permitted Users have entered into the System. 7. Implementation. CJN and the Agency shall complete a mutually agreed-upon implementation plan that includes an access/installation schedule and a System training and testing schedule. 8. Acceptance Testing. Intentionally omitted. 9. Maintenance/Support/Training. CJN shall provide the Agency and its Permitted Users with technical support and training regarding the use of the Services. The technical support shall include: (i) unlimited telephone, facsimile and e-mail “hot-line” support during CJN’s business hours, and (ii) other support set forth in Attachment B to this Agreement. CJN shall provide eight (8) hours of user and administrator training to Permitted Users of the Agency on the use of the Services, with individual sessions of not more than two (2) hours in length. The training will occur virtually and be of sufficient detail for a “train the trainer” model of instruction. CJN will provide the Agency with any training materials and documentation it has created for this purpose for use by Permitted Users and the Agency’s internal trainers. 10. Identity Management Responsibilities. (a) User Access Restrictions The Parties acknowledge and agree that access to the System Software and Services will be restricted to those employees or agents of the Agency having a business need to enter and view Agency Data or Provider Content. The Agency will restrict access to the System to Permitted Users with verified identities that have created a digital identity on the CJN System using the procedures in this Section 10 and Attachment D to this Agreement. (b) Request for Access The Agency commences the identity authentication process by completing and submitting a Request for CJN System Access Form and an Agency Identification Form electronically in the administration application. The Agency official or employee signing this Agreement cannot be the same person signing the Request for Access Form. The Request for Access Form and the Agency Identification Form must be signed by two (2) Agency employees; the person initiating the request for access and another person approving the request for access. These signatures may be electronic signatures. DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 5 of 16 The Agency may authorize one (1) or more persons to initiate the Request for Access Form and one (1) or more persons to approve the Request for Access Form. These authorized persons can be identified by name or by position title. The Agency shall notify CJN of the authorized persons and the Agency shall provide notification of any changes to the list of authorized persons. (c) Permitted Users Digital Identities The Agency shall identify each employee or agent who will have access to the CJN Software System or Services by providing user profile data on each person on the Agency Identification Form. CJN staff will verify the identity of the persons signing the Request for Access Form and the Permitted Users listed on the Agency Identification Form. If the Request for Access Form is properly executed, the CJN program will notify verified Permitted Users of the procedures for creating a unique digital identity on the CJN system. After completing the digital identity process, each Permitted User shall be the owner of his or her own digital identity on the System consisting of a user name and password. The Agency shall promptly notify the CJN program whenever a Permitted User ceases to be an employee or agent of the Agency or no longer holds a position that requires access to the System. Authorization to access the System by all Agency Permitted Users will expire on the date this Agreement terminates. 11. CJN Representations and Warranties. (a) Dakota County/CJN shall cause the Services to be accessible to the Agency except for scheduled maintenance and required repairs, and except for any interruption due to causes beyond the reasonable control of Dakota County/CJN including, but not limited to, any Force Majeure Event (as defined in Section 19). (b) Dakota County/CJN warrants that the System Software, Provider Content, and Services will conform in all material respects to the specifications, functions, descriptions, standards, and criteria set forth in this Agreement, its Schedules and attachments, and the applicable specifications and Documentation, not including any modifications or alterations to the Documentation which represent a material change to the functionality of the System Software, Service, or Provider Content; when used on the Equipment in accordance with the Documentation and all of the terms and conditions hereof. (c) The System Software and Services are compatible with and will operate successfully on the Equipment and CJN will use reasonable efforts to make the System Software and Services function properly with Internet browsers approved by CJN. (d) In the event that the Agency discovers a non-conformance with any of Dakota County/CJN’s warranties or representations as stated in this Agreement, the Agency shall promptly inform CJN in writing and, upon receipt of such notice: (i) Dakota County/CJN shall correct the non-conformity within a reasonable period of time not to exceed 30 calendar days without any additional charge to the Agency, or (ii) in the event that Dakota County/CJN cannot effect such corrections within a reasonable time using best efforts, the Agency may terminate the Agreement and obtain a pro rata refund of the annual fees paid to CJN hereunder, allocable to the period after the termination of this Agreement. (e) Termination Option for Chronic Problems. The Agency may terminate this Agreement during the Paid Term for cause and without penalty by notifying CJN within 10 calendar days following the end of a calendar month in the event either of the following occurs: (1) the Agency experiences more than 10 downtime periods resulting from five (5) or more downtime events during the calendar month; or (2) the Agency experiences more than 48 consecutive hours of downtime due to any single event. Such termination will be effective 30 calendar days after receipt of such notice by CJN. If the Agency terminates this Agreement for such chronic problems, within 30 calendar days CJN shall refund to the Agency on behalf of the Agency a prorated share of the annual fees paid by the Agency for the current year. Downtime as used in this section does not include periods that the System is unavailable due to routine or scheduled maintenance or the installation of upgrades or patches. (f) THE SERVICE LEVEL WARRANTY SET FORTH HEREIN SHALL ONLY APPLY TO THE SYSTEM PROVIDED BY DAKOTA COUNTY/CJN AND DOES NOT APPLY TO: (A) ANY PROFESSIONAL SERVICES; DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 6 of 16 (B) ANY SUPPLEMENTAL SERVICES; (C) ANY SERVICE(S) THAT EXPRESSLY EXCLUDE THIS SERVICE LEVEL WARRANTY (AS STATED IN THE SYSTEM OVERVIEW FOR SUCH SERVICES). THIS SECT ION STATES THE AGENCY’S SOLE AND EXCLUSIVE REMEDY FOR ANY FAILURE BY DAKOTA COUNTY/CJN TO PROVIDE SERVICE(S). (g) Ownership of Services and System Software. Dakota County/CJN warrants that it is the sole owner or otherwise has the right and authority to provide the System Software, Provider Content and Services to the Agency and Permitted Users as set forth in this Agreement. If Dakota County/CJN’s ownership rights are successfully challenged to the extent that the Agency must cease using the Services, CJN shall refund a prorated portion of the annual fees paid by the Agency for the current term of this Agreement as measured from the date the Agency must cease using the Services. (h) No Other Warranty. EXCEPT FOR THE EXPRESS WARRANTIES SET FORTH IN THIS AGREEMENT, THE SERVICES ARE PROVIDED ON AN “AS IS” BASIS, AND THE AGENCY’S USE OF THE SERVICES IS AT ITS OWN RISK. DAKOTA COUNTY/CJN DOES NOT MAKE, AND HEREBY DISCLAIMS, ANY AND ALL OTHER EXPRESS AND/OR IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, NONINFRINGEMENT AND TITLE, AND ANY WARRANTIES ARISING FROM A COURSE OF DEALING, USAGE, OR TRADE PRACTICE. CJN DOES NOT WARRANT THAT THE SERVICES WILL BE UNINTERRUPTED, ERROR-FREE, OR COMPLETELY SECURE. (i) Disclaimer of Actions Caused by and/or Under the Control of Third Parties. DAKOTA COUNTY/CJN DOES NOT AND CANNOT CONTROL THE FLOW OF DATA BETWEEN THE POINT THAT THE CJN SYSTEM CONNECTS TO THE INTERNET (WHETHER SECURE OR NOT) AND THE AGENCY’S OFFICE’S FACILITIES AND EQUIPMENT. SUCH FLOW DEPENDS IN LARGE PART ON THE PERFORMANCE OF THE INTERNET SERVICES PROVIDED OR CONTROLLED BY THIRD PARTIES. ACTIONS OR INACT IONS OF SUCH THIRD PARTIES CAN IMPAIR OR DISRUPT THE AGENCY’S OFFICE’S CONNECTIONS TO CJN’S SYSTEM. ALTHOUGH CJN WILL USE REASONABLE EFFORTS IT DEEMS APPROPRIATE TO REMEDY AND AVOID SUCH EVENTS, CJN CANNOT GUARANTEE THAT SUCH EVENTS WILL NOT OCCUR. ACCORDINGLY, DAKOTA COUNTY/CJN DISCLAIMS ANY AND ALL LIABILITY RESULTING FROM OR RELATED TO SUCH EVENTS. 12. Nondisclosure. Through exercise of each Party’s rights under this Agreement, each Party may be exposed to the other Party’s technical and financial information and criminal justice data, in electronic, magnetic, photographic and other forms, that is confidential or private information ("Confidential Information"). In recognition of the other Party’s need to protect its legitimate business interests and legal obligations, each Party agrees that it shall regard and treat each item of information or data constituting Confidential Information of the other Party as confidential or private and that, except as required by law including the Minnesota Government Data Practices Act, it will not redistribute or disclose to any other person, firm or entity, or use or modify for use, directly or indirectly in any way for any person or entity any of the other Party’s Confidential Information. If Confidential Information is required by subpoena, court order or government requirement to be disclosed, each Party shall give the other Party prompt written notice of such subpoena, court order or government requirement to allow the other Party an opportunity to obtain a protective order to prohibit or restrict such disclosure. 13. Data Security. During the term of this Agreement, CJN shall, at a minimum, implement the following procedures designed to protect the security of Agency Data: (a) User identification and access controls designed to limit access to Agency Data and the Agency’s Confidential Information to the Agency’s Permitted Users; (b) Industry standard firewalls regulating data entering CJN’s internal data network from an external source, which will enforce valid secure connections between internal and external systems; DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 7 of 16 (c) CJN and Dakota County will maintain and follow a disaster recovery plan designed to maintain access to the System Software and Services and to prevent the unintended destruction of Agency Data or Agency Confidential Information; (d) Regular CJN employee training regarding the security and data recovery programs referenced in this Section. 14. Liability Limitations. (a) OTHER THAN THOSE WARRANTIES EXPRESSLY SET FORTH IN THIS AGREEMENT, DAKOTA COUNTY/CJN DOES NOT MAKE ANY WARRANTIES TO THE AGENCY OR ANY OTHER PERSON OR ENTITY, EITHER EXPRESS OR IMPLIED (INCLUDING, WITHOUT LIMITATION, ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE) WITH RESPECT TO THE SERVICES PROVIDED HEREUNDER. DAKOTA COUNTY/CJN SHALL NOT BE LIABLE TO THE AGENCY OR TO ANY OTHER PERSON OR ENTITY, UNDER ANY CIRCUMSTANCE OR DUE TO ANY EVENT WHATSOEVER, FOR CONSEQUENTIAL OR INDIRECT DAMAGES, INCLUDING, WITHOUT LIMITATION, LOSS OF PROFIT, LOSS OF USE OR BUSINESS STOPPAGE. (b) Under no circumstances shall Dakota County/CJN’s total liability to the Agency or any other person or entity, related to the System Software, Provider Content, or performance of Services under this Agreement exceed the aggregate amount of fees and revenue received by CJN hereunder for the prior twelve (12) month period. (c) Under no circumstances shall Dakota County/CJN, its officers, employees or agents have liability to the Agency, its officers, employees, agents, or any other person or entity, in connection with or related to the performance of transport services pursuant to the Mutual Aid Agreement. 15. Indemnity. Each Party (the “Indemnifying Party”) agrees to defend, indemnify, and hold harmless the other Party against any and all claims, liability, loss, damage or expenses arising under the provisions of this Agreement and caused by or resulting from negligent acts or omissions of the Indemnifying Party or those of the Indemnifying Party’s officers, employees or agents. Under no circumstances will the Indemnifying Party be required to pay on behalf of itself and the other Party any amounts in excess of the limits of liability established in Minnesota Statutes Chapter 466 applicable to any one Party. The limits of liability for all Parties may not be added together to determine the maximum amount of liability for either Party. The intent of this paragraph is to impose on each Party a limited duty to defend and indemnify each other subject to the limits of liability under Minnesota law. The purpose of creating this duty to defend and indemnify is to simplify the defense of claims by eliminating conflicts among the Parties. Nothing in this Agreement will be construed as a waiver by either Party of any immunity defenses or other limitations on liability to which either Party is entitled by law. Notwithstanding the above, Dakota County shall indemnify, defend, and hold harmless the Agency and its officers, employees and agents with respect to claims, losses, damages, causes of action and liability of any kind, including court costs, attorneys’ fees and expert witness fees (“Claims”) to the extent that it is based upon any third party claim that the Services, System Software, Provider Content or Documentation infringes any copyright, patent, trademark, trade secret or other intellectual property right of any third party (an “Infringement Claim”). 16. Term and Termination. (a) Term. This Agreement shall commence on the date executed by both Parties and remain in effect until terminated by either Party as set forth herein (“Term”). (b) Termination. (1) Each Party reserves the right to terminate the Free Trial without cause upon 7 calendar days’ written notice to the other Party during the 90-calendar-day Free Trial term. If neither Party terminates the Agreement during the Free Trial, the Agreement will automatically continue until terminated pursuant to Section 16(b)(2) or (3). DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 8 of 16 (2) Following the Free Trial, each Party shall have the right to terminate this Agreement without cause upon 90 calendar days’ prior written notice to the other Party. Within 30 calendar days CJN shall refund to the Agency the unused portion of the annual fee paid by the Agency. (3) Each Party reserves the right to terminate this Agreement immediately if the Services provided hereunder become illegal or contrary to any applicable law, rule, regulation or public policy. (c) Within 60 calendar days of termination of this Agreement, CJN shall provide the Agency with a copy of all Agency Data contained in Dakota County/CJN’s System. Within a reasonable time after providing the Agency Data, CJN shall delete and remove all of the Agency Data from Dakota County/CJN’s servers and data storage facilities and shall verify to the Agency that this has been accomplished. 17. Fees and Payments. (a) Free Trial. CJN will provide the eBriefing Application Services to Agency at no cost during the Free Trial, as defined in Section 2 (b). (b) Paid Term. For the Services provided by CJN under this Agreement following the expiration of the Free Trial, as defined in Section 2 (b), the Agency shall pay CJN the fees set forth in Attachment F to this Agreement for the types of services it is utilizing. The amount of the Annual User fee will be prorated for the number of months in the current year that access to the application is provided to the Agency. CJN will continue to provide the Agency with the Services and will provide maintenance and support services as described herein, provided the Agency continues to meet its payment obligation in effect for the number of Agency Permitted Users. The Dakota County Board of Commissioners will set the fees for the Services provided herein each calendar year. All fees set by the Board are effective January 1. On or after January 1 of each year, agencies can contact CJN for updated fee information. (d) Fees for any consulting services provided by CJN that are outside the services that CJN must provide under this Agreement shall be at the rates stated in Attachment C to this Agreement. 18. Participation on the CJN Steering Committee. The CJN Steering Committee provides direction to CJN program staff and Dakota County on the use of CJN funds and upgrades and modifications to the CJN criminal justice applications and System. The Steering Committee consists of representatives from Dakota County and cities located within Dakota County that have committed staff time and financial resources to develop the CJN applications and System. During the Term of this Agreement, the Agency may participate in the CJN User Groups and provide input through those groups; however the Agency will not be a member of the Steering Committee. The Steering Committee will consider suggestions from the User’s Group for modifications to or additional functionality of the System Software and Provider Content, although the final decision on changes and additions to the System will be made by the voting members of the Committee. 19. Force Majeure. Neither Party shall be liable to the other Party for any damages, costs, expenses or other consequences incurred by a Party or by any other person or entity as a result of delay in or inability to deliver any Services or comply with other obligations and responsibilities under this Agreement due to circumstances or events beyond the Party’s reasonable control, including, without limitation: (i) acts of God; (ii) changes in or in the interpretation of any law, rule, regulation or ordinance; (iii) strikes, lockouts or other labor problems; (iv) transportation delays; (v) unavailability of supplies or materials; (vi) fire or explosion; (vii) riot, military action or usurped power; or (viii) actions or failures to act on the part of a governmental authority. 20. Miscellaneous. Assignment. The Parties shall not assign its rights or obligations under this Agreement without the prior written consent of the other party. DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 9 of 16 Severability. If any provision of this Agreement is held by a court of competent jurisdiction to be contrary to law, such provision shall be changed and interpreted so as to best accomplish the objectives of the original provision to the fullest extent allowed by law and the remaining provisions of this Agreement shall remain in full force and effect. Waiver and Amendment. No modification, amendment or waiver of any provision of this Agreement shall be effective unless in writing and signed by the Parties. No failure or delay by either Party in exercising any right, power, or remedy under this Agreement shall operate as a waiver of any such right, power or remedy. Governing Law. This Agreement shall be governed by the laws of the State of Minnesota, and the Parties hereby submit to exclusive jurisdiction in the federal and state courts located in Minnesota for all disputes in connection with this Agreement or the transaction contemplated hereby. Notices. Except as provided otherwise in this Agreement, all notices and other communications required or permitted hereunder shall be in writing and shall be mailed by United States first class mail, postage prepaid, sent by facsimile or delivered personally by hand or nationally recognized courier. All such notices and other written communications shall be effective one business day after the date of mailing, receipt of confirmed facsimile transmittal or delivery. All notices shall be addressed to the applicable Party at its respective address first set forth above or such other address as may be designated on notice to the other Party pursuant hereto. Independent Contractors. Dakota County/CJN and its personnel or agents, in performance of this Agreement, are acting as independent contractors and not as employees or agents of the Agency. Under no circumstances will either Party have the right or authority to enter into any contracts or assume any obligations for the other or to give any warranty to or make any representation on behalf of the other. Electronic Signatures. The parties agree that this Agreement may be electronically signed and that they are bound by the terms and conditions of the Agreement through their electronic signatures. The parties further agree that the electronic signatures appearing on this Agreement are valid, enforceable, and admissible. [signature page to follow- remainder of page intentionally left blank] DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 10 of 16 IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed by their respective duly authorized representatives as of the date set forth. This Agreement shall be effective only when executed below by both Parties. CITY OF CORCORAN Approved by Corcoran City Council Resolution No. _________ _________________________________________ By____________________________________________ Its____________________________________________ Date of Signature Approved by Dakota County Board COUNTY OF DAKOTA Resolution No. 07-233 By Jean Erickson Its Deputy County Manager/OMB Division Director Date of Signature Dakota County Attorney’s Office Approved as to Form: Dakota County Judicial Center 1560 Highway 55 Hastings, MN 55033 /s/ Lucie O’Neill 1/13/2021 651-438-4438 Assistant County Attorney/Date #KS-20-451 Dakota Contract # C0033674 DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 11 of 16 ATTACHMENT A SYSTEM OVERVIEW The CJN System includes the following applications: eBriefing: eBriefing is a web application that enables the data entry, viewing, and tracking of police roll call briefing information. Nine categories of data are available and shared between law enforcement agencies. The application includes notifications of situational changes, various levels of security, and advanced auditing. Search, Preference, Clipboard: The CJN Search application provides criminal justice users the ability to search local databases for briefing, forms, prisoner, warrant and arrest information. Configurable Preferences allow agencies to customize the CJN applications for their personal and agency use. The Clipboard application is the foundation for allowing personnel to enter information once, and then copy data to the CJN Clipboard to re-use that information throughout the criminal justice process. eForms: eForms is CJN’s field based reporting application for law enforcement. It is a web application that enables the data entry, viewing, and tracking of law enforcement forms. Currently, five form types are available to local agencies. The application includes notifications of situational changes, various levels of security, and advanced auditing. Scheduling: CJN Scheduling provides criminal justice users the ability to electronically create, modify, view, and distribute staff work schedules. Scheduling includes the ability to set agency specific work patterns, work types, teams/groups, and assignment areas for all staff as well as set the agency’s schedules for weeks, months, even years in advance. CJN Integration Hub: The CJN Integration Hub is based on Microsoft’s BizTalk integration middleware and is used for the routing of information among CJN partners. Fully deployed, the Integration Hub will link regional criminal justice information systems in Dakota County. Sheriff’s Jail Transportation Management System: The CJN Sheriff’s Jail Transportation Management System provides Minnesota sheriff’s offices with a software application that coordinates the scheduling of secure transports of persons subject to detention for a criminal offense and of other persons according to a lawful duty or obligation, all as defined and governed by the Mutual Aid Agreement by and between the participating sheriff’s offices. Gun Permit Application for Processing Applications and Renewals and Conducting Background Investigations: The CJN Gun Permit application allows easy processing of permit applications and renewals; including a supervisor work flow module for processing the application and renewal. In addition, CJN’s integration hub electronically links criminal justice data of participating CJN partners to allow CJN partners secured, direct access to search and retrieve data in connection with gun permit background investigations as authorized by Minnesota law. DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 12 of 16 ATTACHMENT B MAINTENANCE AND SUPPORT SERVICES CJN shall maintain all CJN applications including related hardware and software hosted by Dakota County. Support shall include: 1. Unlimited phone support, facsimile and email, including the use of the “CJNSUPPORT” email system available to all users during regular business hours. 2. Regular business hours will be 8:00 a.m. – 5:00 p.m., Monday – Friday. 3. 24x7x365 after hours support for major system failures will be available by contacting CJN Support at 651 438-8348 and following the emergency phone procedures. 4. CJN application staff shall support a 24x7 phone to respond to any and all emergencies. 5. All applications will include the ability to email “CJN SUPPORT” at any time. This email account will be monitored during regular business hours. 6. CJN staff will attend user group meetings that will be held at least annually, but not more than quarterly, to solicit user feedback on system improvements. DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 13 of 16 ATTACHMENT C CONSULTING SERVICE HOURLY RATE* On the effective date of this Agreement, CJN will charge $150 per hour, including travel time, for consulting services that are outside the scope of this Agreement. *Hourly rate is subject to increase January 1 of each calendar year as determined by the Dakota County Board of Commissioners. DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 14 of 16 ATTACHMENT D TERMS AND CONDITIONS FOR USING THE CJN SYSTEM When a Permitted User accesses the CJN System for the first time, the user will be presented the information reproduced below. To create a digital identity in CJN System and access the CJN Applications, the Permitted User must read and accept these Terms and Conditions. This language may be displayed to the Permitted User periodically to remind the user of the terms for using the CJN System and to confirm user acceptance of the terms and conditions. Read this before clicking any buttons on the bottom of this page. You are agreeing to the following Terms and Conditions: You are requesting access to the CJN System and specific CJN applications over a secure criminal justice network. By clicking on the “I Accept” button below, you are digitally signing this Agreement and creating a digital identity that you own and manage. You are also signifying your agreement with the following: You will use the CJN System, Services and applications for legitimate business purposes only; You will not disclose your system password or security question/answer to others; You will comply with privacy and confidentiality provisions of the Minnesota Government Data Practices Act and other applicable data privacy laws; You will not access the CJN System if you are no longer employed by or under contract with the criminal justice agency. By submitting your personal information and clicking the “I Accept” button, you indicate that you have read, understand, and agree to these Terms and Conditions. Your submission of this form will constitute your consent to the collection and use of this information and to the transmission of this information to Dakota County/CJN staff as necessary to provide you with access to the System and Software Applications. DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 15 of 16 ATTACHMENT E MINIMUM EQUIPMENT AND HARDWARE SPECIFICATIONS A Secure Web Browser - Internet Explorer 10 or better or over a secure connection to the internet. A CJDN Network IP is required to ensure that you are accessing Law Enforcement Data from a secure location. 1024 X 768 resolution or better will provide the best experience. Keyboard and pointing device. Tabbing can be used to access most functionality, but a Mouse or other point and click device will help speed up navigation in certain instances. Silverlight and .net Framework 4.0 (for scheduling). DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF CJN-Corcoran Services Agreement Page 16 of 16 ATTACHMENT F 2021 FEE SCHEDULE* Fee Description 2021 eForms Sign On Fee (per user) ........................................................................ $150.00 Annual Fee (per user)............................................................................ $57.00 Annual Hosting Fee .......................................................................... $3,450.50 Countywide eForms Hosting Fee (per user) ........................................... $44.00 eBriefing (per user) ......................................................................................... $33.00 Scheduling Per Bundle (1 bundle = up to 25 employees) .................................... $1,061.00 Annual Hosting Fee .......................................................................... $1,061.00 Initial Set-Up Cost (per hour) ............................................................... $106.00 Annual Maintenance Fee ..................................................... 20% of initial cost Training and Consulting (per hour, not included expenses) ........................... $150.00 Sheriff’s Jail Transportation Management System Annual Maintenance and Support Fee (to be paid by the Minnesota Sheriff’s Association on behalf of the participating Agency) County-Wide Alternative Fee for Search, eBriefing and Gun Permit Applications**: Per valid permit to carry issued annually .................................................. $1.70 **Under this county-wide alternative fee, a county sheriff’s office agrees to subscribe/purchase Search for purposes of performing background checks for permits to carry to access multiple local records systems through CJN. The annual cost paid by the subscribing sheriff’s office for Search/eBriefing/Gun Permit Applications is calculated based on the number of permits to carry it issues annually. All local law enforcement agencies within the jurisdiction of the subscribing sheriff’s office are also entitled to receive the Search/eBriefing/Gun Permit Applications for no charge upon execution of all appropriate CJN agreements. *Fees are subject to increase on January 1 of each calendar year as determined by the Dakota County Board of Commissioners. DocuSign Envelope ID: 71EC0599-1199-4E6E-ACB8-F768B3BA37EF Certificate Of Completion Envelope Id: 71EC059911994E6EACB8F768B3BA37EF Status: Sent Subject: Please DocuSign: KS20-451 CJN Corcoran PD Services Agreement.pdf Source Envelope: Document Pages: 16 Signatures: 0 Envelope Originator: Certificate Pages: 5 Initials: 0 Lenny Schmitz AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-06:00) Central Time (US & Canada) 1590 Highway 55 Hastings, MN 55033 lenny.schmitz@co.dakota.mn.us IP Address: 207.171.99.1 Record Tracking Status: Original 1/13/2021 3:03:02 PM Holder: Lenny Schmitz lenny.schmitz@co.dakota.mn.us Location: DocuSign Security Appliance Status: Connected Pool: StateLocal Storage Appliance Status: Connected Pool: Dakota County Location: DocuSign Signer Events Signature Timestamp Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Jean M. Erickson jean.erickson@co.dakota.mn.us Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Matt Gottschalk mgottschalk@ci.corcoran.mn.us Security Level: Email, Account Authentication (None) Sent: 1/13/2021 3:10:19 PM Resent: 1/13/2021 3:44:44 PM Viewed: 1/14/2021 3:57:31 PM Electronic Record and Signature Disclosure: Accepted: 1/14/2021 3:57:31 PM ID: 7b5ef4e2-38e3-498b-8733-411573a886db Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp John Thames john.thames@carsoncs.net Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Carbon Copy Events Status Timestamp Julie Riverness Julie.Riveness@CO.DAKOTA.MN.US Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Mary Cervenik Mary.Cerkvenik@CO.DAKOTA.MN.US Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 1/13/2021 3:10:19 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Dakota County (we, us or Company) may be required by law to provide to you certain written notices or disclosures. Described below are the terms and conditions for providing to you such notices and disclosures electronically through your DocuSign, Inc. (DocuSign) Express user account. Please read the information below carefully and thoroughly, and if you can access this information electronically to your satisfaction and agree to these terms and conditions, please confirm your agreement by clicking the 'I agree' button at the bottom of this document. Getting paper copies At any time, you may request from us a paper copy of any record provided or made available electronically to you by us. For such copies, as long as you are an authorized user of the DocuSign system you will have the ability to download and print any documents we send to you through your DocuSign user account for a limited period of time (usually 30 days) after such documents are first sent to you. After such time, if you wish for us to send you paper copies of any such documents from our office to you, you will be charged a $0.00 per-page fee. You may request delivery of such paper copies from us by following the procedure described below. Withdrawing your consent If you decide to receive notices and disclosures from us electronically, you may at any time change your mind and tell us that thereafter you want to receive required notices and disclosures only in paper format. How you must inform us of your decision to receive future notices and disclosure in paper format and withdraw your consent to receive notices and disclosures electronically is described below. Consequences of changing your mind If you elect to receive required notices and disclosures only in paper format, it will slow the speed at which we can complete certain steps in transactions with you and delivering services to you because we will need first to send the required notices or disclosures to you in paper format, and then wait until we receive back from you your acknowledgment of your receipt of such paper notices or disclosures. To indicate to us that you are changing your mind, you must withdraw your consent using the DocuSign 'Withdraw Consent' form on the signing page of your DocuSign account. This will indicate to us that you have withdrawn your consent to receive required notices and disclosures electronically from us and you will no longer be able to use your DocuSign Express user account to receive required notices and consents electronically from us or to sign electronically documents from us. All notices and disclosures will be sent to you electronically Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through your DocuSign user account all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. Please also see the paragraph immediately above that describes the consequences of your electing not to receive delivery of the notices and disclosures electronically from us. Electronic Record and Signature Disclosure created on: 2/22/2017 3:37:08 PM Parties agreed to: Matt Gottschalk How to contact Dakota County: You may contact us to let us know of your changes as to how we may contact you electronically, to request paper copies of certain information from us, and to withdraw your prior consent to receive notices and disclosures electronically as follows: To contact us by email send messages to: bruce.peters@co.dakota.mn.us To advise Dakota County of your new e-mail address To let us know of a change in your e-mail address where we should send notices and disclosures electronically to you, you must send an email message to us at bruce.peters@co.dakota.mn.us and in the body of such request you must state: your previous e-mail address, your new e-mail address. We do not require any other information from you to change your email address.. In addition, you must notify DocuSign, Inc to arrange for your new email address to be reflected in your DocuSign account by following the process for changing e-mail in DocuSign. To request paper copies from Dakota County To request delivery from us of paper copies of the notices and disclosures previously provided by us to you electronically, you must send us an e-mail to bruce.peters@co.dakota.mn.us and in the body of such request you must state your e-mail address, full name, US Postal address, and telephone number. We will bill you for any fees at that time, if any. To withdraw your consent with Dakota County To inform us that you no longer want to receive future notices and disclosures in electronic format you may: i. decline to sign a document from within your DocuSign account, and on the subsequent page, select the check-box indicating you wish to withdraw your consent, or you may; ii. send us an e-mail to bruce.peters@co.dakota.mn.us and in the body of such request you must state your e-mail, full name, IS Postal Address, telephone number, and account number. We do not need any other information from you to withdraw consent.. The consequences of your withdrawing consent for online documents will be that transactions may take a longer time to process.. Required hardware and software Operating Systems: Windows2000? or WindowsXP? Browsers (for SENDERS): Internet Explorer 6.0? or above Browsers (for SIGNERS): Internet Explorer 6.0?, Mozilla FireFox 1.0, NetScape 7.2 (or above) Email: Access to a valid email account Screen Resolution: 800 x 600 minimum Enabled Security Settings: •Allow per session cookies •Users accessing the internet behind a Proxy Server must enable HTTP 1.1 settings via proxy connection ** These minimum requirements are subject to change. If these requirements change, we will provide you with an email message at the email address we have on file for you at that time providing you with the revised hardware and software requirements, at which time you will have the right to withdraw your consent. Acknowledging your access and consent to receive materials electronically To confirm to us that you can access this information electronically, which will be similar to other electronic notices and disclosures that we will provide to you, please verify that you were able to read this electronic disclosure and that you also were able to print on paper or electronically save this page for your future reference and access or that you were able to e-mail this disclosure and consent to an address where you will be able to print on paper or save it for your future reference and access. Further, if you consent to receiving notices and disclosures exclusively in electronic format on the terms and conditions described above, please let us know by clicking the 'I agree' button below. By checking the 'I Agree' box, I confirm that: • I can access and read this Electronic CONSENT TO ELECTRONIC RECEIPT OF ELECTRONIC RECORD AND SIGNATURE DISCLOSURES document; and • I can print on paper the disclosure or save or send the disclosure to a place where I can print it, for future reference and access; and • Until or unless I notify Dakota County as described above, I consent to receive from exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to me by Dakota County during the course of my relationship with you. 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel:: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 7g. TO: Corcoran City Council FROM: T.J. Hofer through Kendra Lindahl, Landform DATE: January 20, 2021 for the January 28, 2021 City Council Meeting RE: Wright Hennepin Wetland Waiver at 19835 Larkin Road. (PID 25-119-23-32-0001) (city file 20-048) REVIEW DEADLINE: March 5, 2021 1.Description of Request The applicants are requesting a wetland waiver for the property located at 19843 Larkin Road. The application includes a submittal for preliminary plat, variance and administrative permit which is scheduled for a public hearing at the Planning Commission on February 4, 2021 and City Council action on February 25, 2021. The applicant intends to subdivide the existing parcel into one lot and one outlot. No development is planned for the outlot. The wetland waiver must be approved before these other submittals can be processed. 2. Context Zoning and Land Use The site is zoned UR (Urban Reserve) and the Comprehensive Plan designates the property as Mixed Residential on the north half and Low Density Residential on the south half. Surrounding Properties All properties around the site are located within the MUSA (Metropolitan Urban Service Area). The site has numerous surrounding properties. The zoning and future land use are as follows: Surrounding Properties Zoning Future Land Use North RMF-2 Mixed Residential Mixed Residential East UR Urban Reserve Mixed Residential Low Density Residential South UR Urban Reserve Existing Residential Northwest UR Urban Reserve Existing Residential Southwest I-1 Light Industrial Light Industrial Wright Hennepin Shamrock Station (20-048) 2 January 28, 2021 Natural Characteristics of the Site There are no natural resources identified on the Map 1-7 of the Comprehensive Plan, Natural Resource Inventory Areas. However, the Map 2-1 2040 Future Land Use of the Comprehensive Plan shows a wetland near the middle of the site. 3. Analysis Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. The City Engineer’s comments are incorporated into this staff report, the detailed comments are included in the attached engineering memo and the approval conditions require compliance with the memo. Wetland Waiver The City Council has a high level of discretion when reviewing the request. The City has historically allowed wetland waivers for sites where no development is planned and simply deferred the delineation to a later date. The applicant plans to subdivide the existing parcel into one lot (Lot 1, Block 1) that will be developed in the southeast corner and one outlot (Outlot A) that will remain farmland. The applicant received a notice of decision that there are no wetlands on the proposed Lot 1, Block 1. The applicant is seeking a wetland waiver for Outlot A which is not currently planned for development. A wetland delineation would be required for Outlot A prior to future subdivision or final plat for development. Staff recommends approval of the wetland waiver on the proposed outlot because no new development is proposed at this time. Next Steps If the waiver request is approved, the applicant will proceed with a preliminary plat, variance and administrative permit. 4. Recommendation Move to adopt Resolution 2021-06 to approve the wetland delineation waiver for Outlot A. Attachments 1. Resolution 2021-06 approving the Wetland Delineation Waiver 2. Site Location Map 3. City Engineer’s Memo dated January 15, 2021 4. Preliminary Plat received January 4, 2021 City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-06 Page 1 of 3 Motion By: Seconded By: A RESOLUTION TO APPROVE A WETLAND DELINEATION WAIVER FOR 19835 LARKIN ROAD (PID 25-119-23-32-0001)(CITY FILE 20-048) WHEREAS, Wright-Hennepin Cooperative Electric Association (“the applicant”) has requested a waiver from the wetland delineation requirements for a subdivision as allowed in Section 930.020 Subd. 6(B)2 of the Corcoran Subdivision Ordinance for a portion of the property legally described as follows: See Attachment A NOW THEREFORE BE IT RESOLVED that the Corcoran City Council approves the wetland delineation waiver based on the following findings and conditions: 1. The applicant is proposing to purchase only the southeast corner of the site for development and the remainder (proposed Outlot A) will continue to be farmed. 2. A wetland delineation exemption for the proposed parcel is granted subject to the following: a. No development is proposed on Outlot A. b. A wetland delineation shall be required prior to issuance of a building permit or future subdivision on proposed Outlot A. 3. Granting the wetland delineation waiver neither grants nor implies approval of any plat or variance. City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-06 Page 2 of 3 VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Thomas, Manoj Thomas, Manoj Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 28th day of January 2021. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-06 Page 3 of 3 Attachment A The West Quarter of the Southwest Quarter and That Part of the West Half of the Southwest Quarter of the Northwest Quarter Lying South of Larkin Road, Section 25, Township 119, Range 23, Hennepin County, Minnesota. He nn e p in Co u nty Natu ra l R es o urc es Map Da te : 1/1 2/20 21 Co mm ent s: Th is da ta (i) is furn ished 'AS IS' wit h n o represe ntation as to comp leteness or accu racy; (ii) is furnish ed with no warra nty of a ny kin d; an d (iii) is n otsu it able for le ga l, engine ering or surveying p ur po ses. He nn epin Cou nt y shall n ot be liable for a ny d amage, in jury or loss re sulting from th is da ta. CO PYRIGHT © HENNEP IN COUNTY 2021 1 inc h = 8 00 f ee t Le ge n d FEM A Floodp lai ns - 10 0 Y ea r A AE FL OODPLAIN AH AO AE FL OODWAY We tla nds Pot en tial Wetland - HC WI Pr obab le We tlan d - H CW I Pr obab le We tlan d - N WI PID: 2 511 9 233 2 000 1 Ad d re s s: 1 9835 LA RKIN R D, C OR C OR AN O wne r N am e: SH AM R OC K L AN D L LC Acr es: 38.87 ¯ Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kendra Lindahl, AICP, City Planner From: Kent Torve, P.E., City Engineer Date: January 15, 2021 Subject: CSAH 116 Wright Hennepin Substation information waiver Wright-Hennepin Cooperative Electric Association submitted plans for the Shamrock Substation along CSAH 116. • Topography and wetland information will be limited to the area of development • Drainage patterns are captured by the site information • City process requires waiver approval by Council, and Engineering needs no information beyond site boundaries. 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran City Council FROM: Kevin Shay through Kendra Lindahl, Landform DATE: January 21, 2021 for the January 28, 2021 City Council Meeting RE: Request for Metropolitan Agricultural Preserve Expiration for 72.3 acres of land owned by Tom and Ann Schlangen (PID 13-119-23-21-0006) (City File 21-001) 1.Application Request The landowner is requesting City approval to initiate expiration of the property from the Metropolitan Agricultural Preserves Program. 2.Background The property is designated as Agricultural Preserve on the 2040 Future Land Use Map and zoned Rural Residential. The parcel is located outside the Metropolitan Urban Service Area (MUSA). 3.Analysis of Request Recent legislative action was taken which adopted new rules for the Metropolitan Agricultural Preserve Program. A section in State Statute was adopted that allows landowners to request immediate expiration from the program as long as the property has been in the program for 8 years or greater. The applicant does not want to initiate immediate expiration from the Metropolitan Agricultural Preserve Program with the request. The expiration date will be set 8 years from the date of Council action as January 28, 2029. The owner can initiate immediate expiration at a later date if desired. 4.Recommendation Move to adopt Resolution 2021-07 approving Notice of Expiration Agenda Item: 7h. Schlangen Ag Preserve Expiration (city file 21-001) 2 January 28, 2021 Attachments 1. Resolution 2021-07 approving Notice of Expiration 2. Aerial Location Map 3. 2040 Land Use Map City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-07 Page 1 of 1 Motion By: Seconded By: A RESOLUTION APPROVING A REQUEST FOR METROPOLITAN AGRICULTURAL PRESERVE EXPIRATION FOR 72.3 ACRES OF LAND OWNED BY TOM R. AND ANN L. SCHLANGEN (PID 13-119-23-21-0006) (CITY FILE 21-001) WHEREAS, Tom and Ann Schlangen are requesting approval of expiration for 72.3 acres of land in one parcel for property legally described as follows: The east ½ of the northwest ¼ of Section 13, Township 119, Range 23, except the south 310.26 feet of the north 1393.26 feet of the west 800.00 feet thereof and except the west 300.00 feet of the south 370.44 ft of the north 1763.70 feet of said east ½ of the northwest ¼, also except road, Hennepin County, Minnesota WHEREAS, the below described parcel is located outside of the Metropolitan Urban Service Area (MUSA); WHEREAS, the owners have submitted notice of withdrawal, which would remove the property from Agricultural Preserve in 8 years; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the notice of withdrawal. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Thomas, Manoj Thomas, Manoj Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 28th day of January 2021. ___________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director He nn e pin Cou n ty P ro perty Ma p Da te : 1/2 1/20 21 Comm en ts: 1 inc h = 8 00 fee t PAR CEL ID: 13 119 23 210 00 6 OWN ER N AME: Tom R Sc hla nge n Et Al PAR CEL AD DRESS: 1 955 0 Sch ut te Far m R d, C or co ra n MN 5 53 40 PAR CEL AR EA: 72 .34 ac r es , 3,1 51,1 54 sq ft A-T-B: Ab stra ct SAL E PR ICE: SAL E D ATA: SAL E C OD E: ASSESSED 20 19 , PAYABLE 202 0 PROPERT Y TYPE: Fa rm H OM ESTEAD : H ome ste ad M AR KET VAL UE: $78 1,20 0 TAX TO TAL: $7 ,5 53.6 0 ASSESSED 20 20 , PAYABLE 202 1 PRO PER TY TYPE: Fa rm HO MESTEAD: Ho meste ad MARKET VALU E: $7 85 ,0 00 This data (i) is fur nish ed 'A S IS' wit h no represent at ion as t o com ple ten ess or acc urac y ; (ii) is furnis hed w it h n o war rant y of an y k ind; an d (ii i) is not sui tab le for lega l, engi neering or surv ey ing purposes . Hen nepin County s hall not be l iable fo r a ny damage, in jury or los s re sul ting f rom this dat a. COP YRIG HT © H EN N EPIN COU N TY 20 2 1 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!City of GreenfieldCityofMapleGroveCity of Medina City of Rogers Bechtold RdPioneer Trl TrailHavenRdCounty Road 116County Road 30 S c h u t t e R d Oakdale Dr County Road 10 Horseshoe Trl C o u n t y R o a d 5 0 Larsen Rd Willow DrHunterRdCounty Road 19Homestead Trl Cain RdRolling Hills RdCountry Rd Mohawk DrLarkin RdFoxline DrStrehler Rd Dassel Ln OldSettlersR d Stieg Rd Kalk RdMeister Rd Maple Hill Rd93rd Ave N Tessmer Rd Blue Bonnet DrJubertLn456710 456750 456719 456730 4567116 4567101 4567117 Brockton Ln N109th Ave N 4567101 ")55 Hackamore Rd MorinLake ScottLake JubertLake GooseLake CookLake R u sh CreekRushCreek South F o rk R u sh Creek SouthForkRu shC reekThe method and timing of regional wastewater service to be determined through future study. 6/21/2022 6/21/2022 1/25/2026 1/25/2026 1/22/2023 6/21/2022 4/28/2021 1/22/2023 1/22/2023 1/21/2021 10/2020 12/13/22 4/27/2022 4/27/2022 2040 COMPREHENSIVE PLAN 3,000 0 3,0001,500 Feet ± Path: \\MS PFSV 02\DesignDepot\Library\S oftware\GIS \Client\City of Corcoran\City wide maps\2040 Future Land Use.mxd Date: 6/16/2020 Time: 10:58:05 AM User: KShay Rural/Ag Residential Existing Residential Low Density Residential Medium Density Residential Mixed Residential High Density Residential Rural Service/Commercial Commercial Mixed Use Business Park Light Industrial Public/Semi-Public Parks/Open Space Agricultural Preserve (Date of Expiration) Open Water Municipal Boundary 2040 MUSA Future MUSA Expansion Area !!! !!! !!!Future Study Area Parcel Boundaries Streams Lake/Open Water Wetlands Map 2-12040 Future Land Use Source:Revised National Wetland Inventory (MN DNR, 2009-2014) 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 8a. TO: Corcoran City Council FROM: T.J. Hofer through Kendra Lindahl, Landform DATE: January 20, 2021 for the January 28, 2021 City Council Meeting RE: Site Plan Amendment and Conditional Use Permit Amendment for Nelson International (PID 01-119-23-41-0001) (city file no. 20-022) REVIEW DEADLINE: February 20, 2021 1.Description of Request The applicant, Ryan Nelson, on behalf of Nelson International, submitted a request for an amendment to the approved site plan and conditional use permit for Nelson International at 10409 County Road 101. 2. Background On September 24, 2020, the City Council approved a site plan, conditional use permit and variance (Resolution 2020-75). The conditional use permit was required as the proposed use, motor vehicle, boat or equipment repair and sales, is a conditional use in the Light Industrial District. A variance was approved to allow for a 50-ft. curb cut where a 32-ft. curb cut is allowed, until the road to the north of the site is constructed. If the City Council does not approve the Site Plan Amendment and Conditional Use Permit Amendment the applicant will be still able to develop the site consistent with the previous approvals. 3. Context Zoning and Land Use The site is guided Light Industrial and zoned I-1 (Light Industrial). The lot was created as part of Bellwether 2nd Addition. Surrounding Properties The property to the north is guided Industrial and is zoned I-1 (Light Industrial). The properties to the west and southwest are guided Low Density Residential and are currently zoned PUD (Planned Unit Development) as part of the Bellwether development. The property to the southeast is an outlot of the Bellwether development and is guided Light Industrial and is zoned I-1 (Light Industrial). The property to the east across County Road 101/Brockton Lane is in the City of Maple Grove. Nelson International Site Plan Amendment and Conditional Use Permit Amendment (20-022) 2 January 28, 2021 Natural Characteristics of the Site The property is largely wetlands with the majority of the western part of the lot indicated as “Shallow Open Water” and “Seasonally Flooded Basin or Flat” in the 2040 Comprehensive Plan. The southeast section of the parcel is also indicated as a “Seasonally Flooded Basin or Flat”. The property has trees located along the edge of the large wetland on the west side of the property. The western part of the property has also been identified as a Cattail Marsh and Maple-basswood Forest on the 2040 Ecologically Significant Natural Areas. The applicant applied for a wetland replacement plan with the Minnesota Wetland Conservation Act (MWCA) which was approved by the Elm Creek Watershed Management Commission (ECWMC) on November 4, 2020. 4. Analysis Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. The City Engineer’s comments are incorporated into this staff report, the detailed comments are included in the attached engineering memo and the approval conditions require compliance with the memo. A. Level of City Discretion in Decision-Making The City’s discretion in approving a site plan amendment is limited to whether or not the plan meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the site plan amendment. Section 1070.050, Subd.7 of the Zoning Ordinance classifies this amendment as a minor change that may be approved by the Zoning Administrator. However, because this is a significant project in northeast Corcoran staff is presenting it to the City Council for information and action. B. Consistency with Ordinance Standards Conditional Use Permit The site was previously approved for a conditional use permit for a motor vehicle repair and sales use. The conditional use permit amendment would not change the use but would simply be modified to reflect the new site plan. Staff finds that nothing has changed on that would affect the conditional use permit requirements. Site Plan Amendment The new site plan has flipped the structure vertically meaning the service bays are now on the south side of the building and the retail area is on the north side of the building. The architectural elements of Nelson International Site Plan Amendment and Conditional Use Permit Amendment (20-022) 3 January 28, 2021 the building have been altered slightly to reflect the change in orientation but remain consistent with the approved building plans. Customer parking has been moved to the north side of the site to support the new retail location and the mechanical and trash/recycling enclosures have been moved to the south side of the site. These areas continue to be screened by fencing as approved on the previous version. The building has been lengthened by 25 feet, which brings the total footprint up to 37,000 sq. ft., where 34,000 sq. ft. was previously approved. The original approvals showed a potential future expansion and the applicant is requesting approval to include part of this expansion with the original approval. This is an approximately 8.8% expansion of the building area and, as noted previously, expansions of 10% of less may be administratively approved. Lot Analysis The lot standards that were originally approved have not been altered. Outside Storage and Sale of Vehicles The need for outside storage and sale of vehicles has not changed. Off-Street Loading The approved plans showed a loading area along the south side of the building. The current plans show the loading area on the northwest corner of the building now. This area still complies with the screening requirements of the Zoning Ordinance. Fencing The approved plans showed a 10 ft. privacy fence with 100% opacity along the west side of the parking lot. This provided screening to the residential lots to the west. The current plans still show this fence and have provided details that indicate that the fence will be made of vinyl and secured with concrete footers. Any fence over seven feet tall requires a building permit. If the site plan amendment is approved, a building permit will still be required for the fence. A new area on the north side of the building has been labeled, “Equipment.” The applicant has indicated that this will be additional mechanical equipment that will be screened with fencing to match the other screening fence on site. Signage The original plans show a freestanding sign in the parking lot. The parking space that previously housed the freestanding sign has been converted to a landscaped area to house the freestanding sign. Landscaping has been added around the base of the sign to fill the landscaped area. Nelson International Site Plan Amendment and Conditional Use Permit Amendment (20-022) 4 January 28, 2021 Parking The approved plans provided 95 parking stalls and the proposed plans provide 127 total parking stalls for customer, company, service and overflow parking where a total of 87 parking stalls are required (58 for retail, 18 for warehousing and 11 for auto service). Landscaping Landscaping remains the same on the site apart from an additional 10 shrubs that are now shown around the freestanding sign. Screening to adjacent neighbors remains the same. No significant changes to the landscaping and fencing on the site has been made that would affect the screening. The approved plans showed four trees near the existing structures that would be preserved along CR 101, but those trees were erroneously removed by the demolition contractor. Demolition Plan Site Plan While the City does not have a tree preservation ordinance, when trees are shown to be preserved, they should be preserved. The four trees that were shown to be preserved were: • 16 in. Ash • 16 in. unidentified tree with two trunks • 12 in. unidentified coniferous tree • Nine in. unidentified coniferous tree Nelson International Site Plan Amendment and Conditional Use Permit Amendment (20-022) 5 January 28, 2021 These trees would have provided significant screening of the building from CR 101 and the adjacent campground, especially the coniferous trees. The applicant is aware that these trees should not have been removed. Staff recommends some changes to the landscape plan to replace these larger existing trees with similar sized trees. In order to accomplish this, staff has included a condition in the draft resolution (condition #12) that the landscaping plan be revised in the following ways: • Move the trees that are part of the landscaping requirement from the east side of the site to the west side of the site. The species of these trees may need to be changed in order to accommodate the new planting site. The exhibit below is meant to show an example of this, not to be a direct recommendation for final placement. • Six new trees (three deciduous and three coniferous) will be required to be spaded in east of the customer parking in the area where the trees were removed. These trees must be a minimum of six inches diameter at breast height for deciduous trees and 15 to 20 feet tall for coniferous trees. They must be spaded with a 92 in. tree spade. The following tree species are acceptable as they are all species that can be spaded safely: o Deciduous  Red Maple (Acer rubrum)  Sugar Maple (Acer saccharum) Nelson International Site Plan Amendment and Conditional Use Permit Amendment (20-022) 6 January 28, 2021  Littleleaf Linden (Tilia cordata)  Hackberry (Celtis occidentalis) o Coniferous  Blue Hills Spruce (Picea pungens) • The trees that will be spaded in will be adult trees and may not provide screening lower to the ground. A minimum of three understory plantings are required to be intermixed between the trees that are spaded in. These planting must be a minimum of three feet in height and can be of the following species: o Witch Hazel (Hamamelis virginiana) o Chokeberry (Aronia melanocarpa) o Nannyberry Viburnum (Viburnum lentago) The trees that were removed were large and significant trees to the site. Transplanting trees the size of the trees that were removed would likely lead to the transplanted trees dying. The size of the trees that staff are recommending are more likely to take root and grow to be healthy trees in 10 years. The Council should review staff’s recommendation and modify the recommendation as desired. Streets/Access Streets around the site and access to the site have not changed. The City Engineer notes that the final design of the entrance site will be reviewed and approved by Hennepin County. Utilities The approved plan had two options to connect to water for the building. The applicant has not been able to come to an agreement with the City of Maple Grove to provide water. The applicant has submitted a watermain plan that shows a connection to an existing private well that ends with a stub for future City connection. Lighting The approved plan required the lighting plan to be revised. The plans showed 30 ft. tall lighting where 28 ft. was allowed because of the height of the building (28 ft.). Additional details were also required to show base details. Base descriptions have not been provided. Parks and Trails Park dedication was not required as the site was not subdivided. Wetlands and Environment There are significant wetlands on site. The wetland delineation has been approved and the plans must be revised to reflect the approved delineation. Nelson International Site Plan Amendment and Conditional Use Permit Amendment (20-022) 7 January 28, 2021 The applicant has an approved wetland replacement plan approved by ECWMC for impacts shown on the plan. The applicant is also applying for an easement vacation to remove the existing drainage and utility easements over the large wetland to the west and replace it with a new drainage and utility easement that covers the wetland, wetland buffer and stormwater ponds as required. Stormwater Management Stormwater management issues from the original submittal have been resolved. Sound Source Plan The sound source plan has not changed from the approved plans. 5. Conclusions Staff has reviewed the plans with the applicable standards outlined in the Comprehensive Zoning Plan and Zoning Ordinance and finds that the standards for a site plan amendment and conditional use permit amendment to allow changes to the approved site plan for motor vehicle, boat or equipment repair and sales have been met. The proposed use is the type of use long envisioned for this industrial area of the City. If the amendments are denied, the applicant would move forward with the previously approved plan. 6. Recommendation Move to adopt Resolution 2021-09 approving the site plan amendment and conditional use permit amendment. Attachments 1. Resolution 2021-09 approving Site Plan Amendment and Conditional Use Permit Amendment 2. Engineer’s memo dated January 19, 2021 3. Site Location Map 4. Applicant’s Narrative received December 22, 2021 5. Site Plans dated December 22, 2021 6. Landscaping Plan dated December 22, 2021 7. Building Plans dated December 22, 2021 8. Elevations dated December 22, 2021 9. Sign Plans dated August 9, 2020 City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-09 Page 1 of 5 Motion By: Seconded By: APPROVAL OF SITE PLAN AND CONDITIONAL USE PERMIT AMENDMENT FOR NELSON INTERNATIONAL (PID 01-119-23-41-0001) (CITY FILE NO. 20-022) WHEREAS, Ryan Nelson on behalf of Nelson International is requesting approval of a site plan and conditional use permit amendment for property legally described as follows: Lot 1, Block 5, Bellwether 2nd Addition WHEREAS, the City Council granted approval of a site plan, conditional use permit and variance on September 24, 2020 and; WHEREAS, the building construction has not yet begun, and; WHEREAS, the applicant is requesting approval of the site plan amendment to modify the approved site plan; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a site plan and conditional use permit amendment, subject to the following findings and conditions: 1. A site plan amendment and conditional use permit amendment are approved to allow for the construction of a building as shown on application and plans received by the City on December 22, 2020, and additional information received January 25, 2021 and January 18, 2021, except as amended by this resolution. 2. The curb cut variance approved as part of Resolution 2020-75 shall remain. However, all site plan and conditional use permit conditions of approval shall be as outlined in this resolution. 3. Approval of the modification is contingent upon Council approval of the easement vacation and dedication of the new drainage and utility easements. 4. The applicant must comply with the Engineer’s Memo dated January 19, 2021 5. No approvals are granted for the future expansion shown on the plans. A new application for a site plan/conditional use permit amendment would be required when the expansion is proposed. 6. A conditional use permit is approved to allow for motor vehicle, boat or equipment repair and sales subject to the following findings: a. Motor vehicle repair and sales are a conditional use in the Industrial zoning district. The use is a conditional use as it requires specific conditions to be met. The applicant will be in compliance with the operations requirements. City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-09 Page 2 of 5 b. The proposed use will comply with the standards for Motor Vehicle Repair in Section 1040.125, Subd. 4 (C) of the Zoning Ordinance. Specifically: i. All servicing of vehicles and equipment shall occur entirely within the principal structure. ii. To the extent required by State law and regulations, painting shall be conducted in an approved paint booth, which thoroughly controls the emission of fumes, dust, or other particulated matter. iii. Storage and use of all flammable materials, including liquid and rags, shall conform with applicable provisions of the Minnesota Uniform Fire Code. iv. Parking, driveway, and circulation standards and requirements shall be subject to the review and approval of the City and shall be based upon the specific needs of the operation and shall accommodate large vehicle equipment and semi-trailer/tractor trucks. v. The storage of damaged vehicles and vehicle parts and accessory equipment must be completely inside a principal or accessory building. vi. The sale of products other than those specifically mentioned in this Section shall be subject to a separate conditional use permit. c. The proposed use will comply with the standards for Motor Vehicle Repair in Section 1040.125, Subd. 4 (D) of the Zoning Ordinance. Specifically: i. All sales shall occur on one lot. ii. Parking areas for the outside storage and sale of vehicles, boats and trailers, shall be on impervious surface, either bituminous, concrete, or approved equivalent. iii. Interior concrete or asphalt curbs shall be constructed within the property to separate driving and parking areas from landscaped areas. iv. All areas of the property not devoted to buildings or parking areas shall be landscaped in accordance with this Ordinance. v. Off-street parking shall be provided for customers and employees in accordance with this Ordinance. vi. Parking for a motor vehicle, boat, or trailer sales shall not be less than 9 feet wide by 18.5 feet in length.. d. Applicable criteria as outlined in Section 1070.020 (Conditional Use Permits) of the Corcoran Zoning Ordinance. i. The proposed building complies with the goals of the Comprehensive Plan. The project establishes the industrial corridor that is guided. ii. The establishment of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort of the community. The use is allowed within the I-1 district. iii. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The subject property is separated from the other uses; however, additional screening is required in the southwest corner of the site to buffer overhead doors and parking from adjacent residential. City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-09 Page 3 of 5 iv. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. v. Through the private investment of the applicant, the public facilities and services can be reasonably provided. vi. The conditional use conforms to the applicable regulations of the Light Industrial District. The applicant has stated painting will not be a service that is provided, parking, driveway and circulation have been designed to accommodate larger vehicles and al work done on the site and any damaged vehicles will be stored inside a principal or accessory building. vii. Staff has analyzed the performance standards of this Chapter and finds that the building conforms to other standards specified in the Zoning Ordinance. 7. The applicant will install the public watermain, but water service will be provided by a private well until municipal water is available. The land owner will connect to municipal water when available. 8. The applicant shall connect to municipal sanitary sewer. 9. Final fence details for screening the equipment and trash or recycling must be submitted for review to show a similar material and color to the privacy fence along the west side of the parking lot and approval by staff. 10. The applicant shall continue to work with city staff to coordinate landscaping to ensure no future conflict with the planned watermain along County Road 101. 11. Trees, ponds and other private improvements shall located outside of the public street easement. 12. The applicant shall revise the landscaping plan to relocate trees and add trees as part of the restoration plan for the four trees that were approved as part of the tree preservation plan and erroneously removed as part of the demolition work: a. Relocate the plantings to the east of the customer parking to the west and north side of the development as directed by staff. b. Add three six-inch diameter at breast height deciduous trees, spaded with a 92- inch tree spade, east of the customer parking area. The trees must be of the following species: i. Red Maple (Acer rubrum) ii. Sugar Maple (Acer saccharum) iii. Littleleaf Linden (Tilia cordata) iv. Hackberry (Celtis occidentalis) c. Add three 15- to 20-foot tall coniferous trees, spaded with a 92-inch tree spade, east of the customer parking area. The trees must be of the following species: i. Blue Hills Spruce (Picea pungens) City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-09 Page 4 of 5 d. Add a minimum of three understory plantings east of the customer parking area. The trees must be of the following species: i. Witch Hazel (Hamamelis virginiana) ii. Chokeberry (Aronia melanocarpa) iii. Nannyberry Viburnum (Viburnum lentago) 13. A 76-foot parking setback will be required from the existing north lot line. 14. A building permit is required prior to beginning any work. 15. All signage must comply with ordinance standards. All signs require a permit in order to be constructed and will be reviewed at the time of permit submittal. 16. Sign lighting shall comply with Section 84.04, Subd. 8 of the City Code. The wall sign shall not be lit outside of business hours. 17. Service bay doors must be closed between 9:00 pm and 7:00 am to mitigate noise. 18. The applicant must provide all required drainage and utility easements in recordable form. 19. The applicant must provide a wetland buffer plant maintenance plan for review and approval by staff. 20. The applicant must enter into a stormwater maintenance agreement. The applicant must prepare the document in recordable for review and approval by the City. 21. The developer shall enter into a development contract after plans are revised to address the conditions above and submit a financial guarantee for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance. 22. The developer shall enter into a license agreement to allow for the use of a private drive on City land along the north lot line. The document must be provided to the City in recordable form for review and approval by the City Attorney. 23. FURTHER, that the following conditions be met prior to issuance of building permits: a. The applicant shall submit any and all necessary permits to Hennepin County for septic system abandonment on site and provide proof of application to the City. b. The applicant shall submit any and all necessary permits to the State of Minnesota for the construction of a well and provide proof of application to the City. c. The applicant shall submit any and all necessary permits to the watershed and receive approval and shall provide proof of permits to the City. d. Record the approving resolution, required easements, development contract and license agreement at Hennepin County and provide proof of recording to the City. City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-09 Page 5 of 5 24. FURTHER, any request to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project landscape architect. A letter signed by the project landscape architect verifying plantings have been corrected and is in compliance with the plans and specifications will suffice. 25. Prior to release of the remaining escrow, the applicant must: a. Record the approving resolution at Hennepin County and provide proof of recording to the City. 26. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Thomas, Manoj Thomas, Manoj Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this 28th day of January 2021. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director Technical Memo Wenck | Colorado | Georgia | Minnesota | North Dakota | Wyoming Toll Free 800-472-2232 Web wenck.com To: Kevin Mattson, PE, Director of Public Works, From:Kent Torve, PE Steve Hegland, PE Date:January 19, 2021 Subject:Nelson International – Plan Review Comments Exhibits: Nelson International Plan Set, Revision Dated October 20, 2020, 14 Sheets Nelson International Stormwater Management Report, Completed by Loucks revised 10-19- 20 Comments: Comments provided are based on a review of the current materials. Comments provided in previous plan reviews are still relevant and shall be incorporated into subsequent approval and offsite drawings. 0.0 General 0.1 Comments provided are based on a review of the current materials. The applicant shall provide a comment response letter addressing each of the items below. Additional comments may be provided on future applications. 0.2 The final design of the entrance into the site shall be determined at the time of the turn lane design and will be reviewed and approved by Hennepin County. 0.3 The details of the monument sign including a foundation plan should be provided to ensure it is outside of the easement and will not restrict access to the watermain. 0.4 Normal Water Levels labeled on the plans should be listed as the actual outlet elevation and not the filter elevation. The stormwater model started at the correct elevation but labeled NWL should match. 0.5 Internal shop drains outlet location to be verified with the city. 0.6 Show the drainage and utility easement for the trunk utilities on the site plan for reference purposes. 0.7 Move the EOF’s closer to the outlet control structures to ensure they are more accessible via the access maintenance routes. 2 T:\2294-Corcoran\20-501 Nelson Trucking\Plan Review\Submittal #8_2021_0106\Wenck Review\Nelson International Plan Review_01192021.docx 1.0 Water 1.1 Consider changing 3” water service valve to a 4” which is a more standard size. 1.2 Relocate GV near hydrant at STA 11+75 to approximately STA 14+50 (North of service connections) 2.0 Wetlands and Permits 2.1 Applicant shall ensure that wetland permits are obtained for the watermain crossing in the SW corner of the site. This is a DNR regulated wetland so applicant shall ensure that this particular improvement is permitted along with any impacts. End of Memo Hennepin County Natural Resources Map Date: 1/12/2021 Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2021 1 inch = 800 feet Legend FEMA Floodplains - 100 Year A AE FLOODPLAIN AH AO AE FLOODWAY Wetlands Potential Wetland - HCWI Probable Wetland - HCWI Probable Wetland - NWI PID: 0111923410014 Address: 10405 ELM LA, CORCORAN Owner Name: Acres: 0.43 ¯ Nelson International Site Plan – Minor Amendment Changes to plans approved on September 24th, 2020 Corcoran City Council meeting include: · The building was rotated 180 degrees on site to improve site traffic flow. · The length of the building has increased 25 feet. o Previous footprint area: 34,000 sf, New footprint area: 37,000 sf = 8.8% increase. · The future expansion area decreased by 25 feet. · Building interior layout was adjusted. Most notable is 25 feet added to office area. · Exterior renderings included to help visualize the proposed landscaping. · Parking lot curb adjusted to meet easement requirements. · A parking stall has been converted to a landscape island for the freestanding sign. · Retention ponds were modified to meet City Engineer Department requirements. · Drainage and utility easements have been added to plans. · Changes to Utility Plan in accordance with City Engineer Department notes. · Two Watermain Plans have been added. · Details added and modified to meet resolution items, including: o Retention pond and filtration bench o Site lighting base detail o 10-foot-tall screening fence · Landscape plan has been updated. · Additional fence details are included in this packet. It is understood that a sign permit will be required for signs over 7 feet in height. · It is understood that the lighting plan will need to clearly show the foot-candle measurements across the entire property to the property line or centerline of a public street. N SCALE IN FEET 0 50 100 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Vicki J. Van Dell - PE 41352 Project Lead Drawn By Checked By Loucks Project No.019758.0A VJV MJS VJV 10/07/2020 10/07/2020 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 12/14/2020 REV. CITY SUBMITTAL 12/28/2020 REV. CITY SUBMITTAL CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 12 /23 / 2020 2:24 PMW:\2019\19758A\CADD DATA\CIVIL\_dwg Sheet Files\C1-1 EXISTING CONDITIONSOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 C4-2 WATERMAIN PLAN C4-3 WATERMAIN PLAN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call DISABLED PARKING STALL MISC. FRUIT MAPLE BIRCH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE UNDERGROUND GAS CHAIN LINK FENCE EXISTING BUILDING RETAINING WALL NO PARKING ELECTRIC METER GAS METER CONIFEROUS TREE SPRUCE DECIDUOUS TREE OAK TREE (GEN) PAVERS GUARDPOST FIRE CONNECTION ELECTRIC TRANSFORMER UTILITY MANHOLE GAS METER YARD LIGHT FLAG POLE LOCUST ELECTRIC OUTLET FLARED END SECTION SANITARY SERVICE ASH PINE UNDERGROUND FIBER OPTIC BENCH HAND HOLE ELEV @ THRESHOLD ROOF DRAIN TOP OF CURB TOP NUT HYDRANT WETLAND SANITARY MANHOLE STORM MANHOLE CATCH BASIN EXISTING CONDITIONS C1-1 NOTE: THIS PLAN IS A GRAPHICAL REPRESENTATION OF THE EXISTING CONDITIONS. THE FULL SURVEY IS SHOWN ON THE BOUNDARY & TOPOGRAPHIC SURVEY DATED 12/13/2019. REMOVE EXISTING TREE-TYP REMOVE EXISTING BARBED WIRE FENCE-TYP REMOVE EXISTING SILT FENCE-TYP REMOVE EXISTING SILT FENCE-TYP REMOVE EXISTING SILT FENCE-TYP REMOVE EXISTING STRAW BALES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREES-TYP REMOVE EXISTING TREE-TYP REMOVE EXISTING STRAW BALES-TYP REMOVE EXISTING SILT FENCE-TYP REMOVE EXISTING SILT FENCE-TYP WETLAND 2 FILL AREA WETLAND 1 FILL AREA WETLAND 3 FILL AREA REMOVE LP FUEL TANK REMOVE & SALVAGE CASTING & CONE SECTION RELOCATE EXISTING POWER POLE COORDINATE WITH UTILITY COMPANY PROTECT EXISTING UTILITIES REMOVE EXISTING WETLAND LATH REMOVE EXISTING WETLAND LATH REMOVE EXISTING WETLAND LATH REMOVE EXISTING GRAVEL DRIVE CLEAR & GRUB WOODED AREA REMOVE EXISTING TREES-TYP CLEAR & GRUB WOODED AREA CLEAR & GRUB WOODED AREA REMOVE EXISTING TREES-TYP REMOVE EXISTING AIR CONDITIONING UNIT REMOVE EXISTING BUILDING REMOVE EXISTING BUILDINGS REMOVE EXISTING SEPTIC, COORDINATE W/ MPCA & MDH REMOVE EXISTING TREES-TYP REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING OVERHEAD LINE REMOVE EXISTING POWER POLE REMOVE EXISTING OVERHEAD LINE REMOVE EXISTING BUILDINGS REMOVE EXISTING SERVICE CLEANOUT REMOVE EXISTING TREES-TYP REMOVE EXISTING ELECTRICAL METER REMOVE EXISTING BUILDING & WALL REMOVE EXISTING TREES-TYP REMOVE EXISTING WELL PER MDH & MPCA REQUIREMENTS PORTION OF EXISTING TREES TO BE REMOVED REFER TO LANDSCAPE PLAN WETLAND 3 WETLAND 1 WETLAND 2 N SCALE IN FEET 0 50 100 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Vicki J. Van Dell - PE 41352 Project Lead Drawn By Checked By Loucks Project No.019758.0A VJV MJS VJV 10/07/2020 10/07/2020 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 12/14/2020 REV. CITY SUBMITTAL 12/28/2020 REV. CITY SUBMITTAL CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 12 /23 / 2020 2:25 PMW:\2019\19758A\CADD DATA\CIVIL\_dwg Sheet Files\C1-2 DEMOLITION PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 C4-2 WATERMAIN PLAN C4-3 WATERMAIN PLAN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call DISABLED PARKING STALL MISC. FRUIT MAPLE BIRCH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE UNDERGROUND GAS CHAIN LINK FENCE EXISTING BUILDING RETAINING WALL NO PARKING ELECTRIC METER GAS METER CONIFEROUS TREE SPRUCE DECIDUOUS TREE OAK TREE (GEN) PAVERS GUARDPOST FIRE CONNECTION ELECTRIC TRANSFORMER UTILITY MANHOLE GAS METER YARD LIGHT FLAG POLE LOCUST ELECTRIC OUTLET FLARED END SECTION SANITARY SERVICE ASH PINE UNDERGROUND FIBER OPTIC BENCH HAND HOLE ELEV @ THRESHOLD ROOF DRAIN TOP OF CURB TOP NUT HYDRANT WETLAND SANITARY MANHOLE STORM MANHOLE CATCH BASIN DEMOLITION PLAN C1-2 DEMOLITION NOTES 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. TOPSOIL SHALL BE STOCKPILED ON-SITE AND ALL OTHER REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 4. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 5. REFER TO TREE INVENTORY AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES. 6. CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVAL WITH THE CITY. REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, FENCE, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND: REMOVE EXISTING BUILDING REMOVE EXISTING GRAVEL PAVEMENT WETLAND 1 PROPOSED WETLAND FILL AREA: 37,819 SF WETLAND 2 PROPOSED WETLAND FILL AREA: 6,075 SF WETLAND 3 PROPOSED WETLAND FILL AREA: 2,969 SF WETLAND DATA WETLAND FILL AREA SILT FENCE PROPOSED BUILDING FFE = 944.40 NOPARKINGNOPARKINGFUTURE EXPANSION 9,000 SF DNR JURISDICTION 932 CONTOUR WETLAND BUFFER BOUNDARY LINE SERVICE PARKING SERVICE PARKINGSERVICE DROP-OFFTRAILER PARKING CUSTOMERPARKINGCUSTOMER SERVICE PARKINGSERVICE OVERFLOWPARKINGSALES PARKINGCOMPANY PARKINGNEW WETLAND BOUNDARY LINE WETLAND BUFFER ZONE CONCRETE DOLLY PAD MATCH EXISTING BITUMINOUS PAVEMENT NO PARKING ACCESS AISLE SIGN (2)-TYP SEE DETAIL TYPICAL ADA PARKING (3) SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL TURN LANE (BY OTHERS) CONCRETE SIDEWALK TYP-SEE DETAIL B612 CURB & GUTTER-TYP SEE DETAIL ADA PARKING SIGN (3)-TYP SEE DETAIL 75'R TAPER CURB & GUTTER TO MATCH INTO EXISTING BITUMINOUS 63'R WETLAND BUFFER BOUNDARY LINE WETLAND BUFFER ZONE NEW WETLAND BOUNDARY LINE B612 CURB & GUTTER-TYP SEE DETAIL NEW WETLAND BOUNDARY LINE WETLAND BUFFER ZONE WETLAND BUFFER BOUNDARY LINE WETLAND 1 WETLAND 2 WETLAND 3 4'R 4'R 5'R 50'R FLAT CURB TYP-SEE DETAIL 18' TAPER TO FLAT CURB CONCRETE PAVEMENT TYP-SEE DETAIL CONCRETE PAVEMENT TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL 40 FOOT ROADWAY EASEMENT 40 FOOT ROADWAY EASEMENT PROPOSED 25' WIDE DRAINAGE & UTILITY EASEMENT 10' SCREEN FENCE 100% OPAQUE APPROXIMATE LOCATION OF FUTURE PUBLIC ROAD FUTURE ENTRANCE SNOW STORAGE AREA 25'R EQUIPMENT MECHANICAL TRASH/RECYCLING ENCLOSURE NORTHBOUND LEFT TURN LANE (BY OTHERS) WETLAND BUFFER SIGN TYP-SEE DETAIL WETLAND BUFFER SIGN TYP-SEE DETAIL SHEET C8-2 WETLAND BUFFER SIGN TYP-SEE DETAIL 47'R 15'R 5'R5'R BASIN 1 POND WITH FILTRATION BENCH BASIN 2 POND WITH FILTRATION BENCH B612 CURB & GUTTER TYP-SEE DETAIL 12 14 15 8 17 10 18 19 20.0 127.37 40.00 12.00 45.00 190.00 12.00 45.00 12.00 75.00 10.0 12.00 45.00 50.67 10.0 10.00 20.00 30.00 20.5 30.00 5.67 20.00 20.00 5.67 20.00 20.00 146.6 61.5 32.0 50.0 11.0 60.0 25.0 25.00 64.1 6.476.00 45.0 12.0 20.0 PROPOSED 20' WIDE DRAINAGE & UTILITY EASEMENT 25.0 10.0 PROPOSED 10' WIDE DRAINAGE & UTILITY EASEMENT 25.0 PROPOSED DRAINAGE & UTILITY EASEMENT PROPOSED DRAINAGE & UTILITY EASEMENT PROPOSED DRAINAGE & UTILITY EASEMENT PROPOSED 25' WIDE DRAINAGE & UTILITY EASEMENT 600.0 MONUMENT SIGNAGE4'R4 20.0 4'R4'RCOMPANY PARKING 4 30'R 30'R 112.6 81.3 108.0 94.1 77.5 68.7 60.0 53.2 12.0 72.0 20.0 18' TAPER TO FLAT CURB 8.0 PROPOSED WETLAND DRAINAGE EASEMENT 3h 1 2 N SCALE IN FEET 0 50 100 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Vicki J. Van Dell - PE 41352 Project Lead Drawn By Checked By Loucks Project No.019758.0A VJV MJS VJV 10/07/2020 10/07/2020 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 12/14/2020 REV. CITY SUBMITTAL 12/28/2020 REV. CITY SUBMITTAL CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 12 /23 / 2020 3:19 PMW:\2019\19758A\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 C4-2 WATERMAIN PLAN C4-3 WATERMAIN PLAN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call SITE PLAN C2-1  23 CIVIL LEGEND PAVEMENT TYPES NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 FOR TYPE AND DEPTH INFORMATION. CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 10' X 20' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. TOTAL PROPERTY AREA: 22.42 AC DISTURBED AREA: 9.48 AC EXISTING IMPERVIOUS AREA: 0.38 AC PROPOSED IMPERVIOUS AREA: 6.58 AC BUILDING SETBACKS: FRONT 100 FT MINIMUM SIDE 20 FT MINIMUM REAR 20 FT MINIMUM PARKING SETBACKS: FRONT 100 FT MINIMUM SIDE 20 FT MINIMUM REAR 20 FT MINIMUM PARKING TOTAL:87 COMPANY, CUSTOMER, SERVICE AND OVERFLOW STALLS 37 SALES AND TRAILER PARKING 3 ACCESSIBLE STALLS 127 TOTAL STALLS DEVELOPMENT SITE OPEN SPACE REQUIREMENT CALCULATION TOTAL SITE = 22.42 AC OPEN SPACE REQUIRED FOR TOTAL SITE = 6.73 AC OPEN SPACE PROVIDED FOR TOTAL SITE = 15.22 AC SITE DATA SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 5. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 6. ALL SIGNS TO BE PLACED 12" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. WETLAND 1 25' WETLAND BUFFER REQUIRED: 5,675 SF WETLAND BUFFER PROVIDED: 5,871 SF WETLAND 2 25' WETLAND BUFFER REQUIRED: 28,321 SF WETLAND BUFFER REQUIRED: 28,450 SF WETLAND 3 25' WETLAND BUFFER REQUIRED: 3,725 SF WETLAND BUFFER REQUIRED: 3,762 SF WETLAND DATA WETLAND BUFFER PROPOSED BUILDING FFE = 944.40 2.5% 1 . 3% 942.00 944.91 940.54 943.86 939.00 943.50 944.10 940.40 944.67 944.12 944.40 943.01 943.96943.35 942.32 942.97 943.52  940.83 0.9% 1.7% 1.3%2.5% 1 . 7% 942.90 944.82 944.10 943.06 942.48 944.62 942.86 ±EX 940.71 941.61 942.44 1.7%3.3% 2.0%2.4%1.5% 3.2%0.9%9419 4 2 9 4 3 94494294394494194294394494 0 941 94 2 94 3 944 943943944935940933934936937938939935933933934936937938937938940939 941 940939941942943944940939941942945946947940941942943940 936 937 938 939 941 942 942.04 ±EX 945.10 2.0% 939.53935934936937 938 935934936EOF 939.02 939.52 939.52 EOF 938.47 938.97 938.97 944.51 943.80 944.22 944.22 944.22 0.8%1.7%2.5%1.3%944.10 939.31 1.1%3 . 6% 942.84 1.5%3:1  941.44 943943 9409409429 4 2 9 4 3 940 939939 930931 9329339349269279289299 4 0 939936937938 940941942 9439 4 3 94 3 94394494 43:1 3:1 3:1 3:1 3:14:1 5:1 4:13:1 4:1 4:1 4:1 4:13:1 943944944 941.15 2. 7%0.5%941.74 ±EX 942.33 ±EX2.5% 943.22 943.38 938939939FLAT/WETLAND OVERFLOWS TO THE SOUTH925935936937935936937938939939935935940936937938939941940941942 NOPARKINGNOPARKINGFUTURE EXPANSION 9,000 SF 943.71 944.08 943.50 943.71 944.40 943.86 944.40 944.40 944.40 940.40 944.10 944.40 944.40 942.50 943.40 943.73 943.73 943.92 1.0% 944.40 943.92 944.40 943.80 943.80 943.80 2.2% 944.40 2.0% 944.40 942.34 943.74 939.06 944.40 943.81 2.0% 2.0% 943.84 943.97 943943944 DNR JURISDICTION 932 CONTOUR NEW WETLAND BOUNDARY LINE NEW WETLAND BOUNDARY LINE NEW WETLAND BOUNDARY LINE BASIN 1 W/ FILTRATION BENCH NWL=934.0 HWL=938.01 BASIN 2 W/ FILTRATION BENCH NWL=934.5 HWL=937.46 15'WIDE MAINTENANCE ACCESS ROUTE 15' WIDE MAINTENANCE ACCESS ROUTE PROPOSED 25' WIDE DRAINAGE & UTILITY EASEMENT PROPOSED 20' WIDE DRAINAGE & UTILITY EASEMENT PROPOSED 25' WIDE DRAINAGE & UTILITY EASEMENT PROPOSED 10' WIDE DRAINAGE & UTILITY EASEMENT 40 FOOT ROADWAY EASEMENT PROPOSED DRAINAGE & UTILITY EASEMENT PROPOSED DRAINAGE & UTILITY EASEMENT PROPOSED DRAINAGE & UTILITY EASEMENT PROPOSED WETLAND DRAINAGE EASEMENT GRADE OUTFLOW TO DRAIN TO WETLAND PROVIDE ADEQUATE COVER OVER TOP OF EQUALIZER PIPE N SCALE IN FEET 0 50 100 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Vicki J. Van Dell - PE 41352 Project Lead Drawn By Checked By Loucks Project No.019758.0A VJV MJS VJV 10/07/2020 10/07/2020 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 12/14/2020 REV. CITY SUBMITTAL 12/28/2020 REV. CITY SUBMITTAL CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 12 /23 / 2020 3:20 PMW:\2019\19758A\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 GRADING PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 C4-2 WATERMAIN PLAN C4-3 WATERMAIN PLAN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call GRADING PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4. REFER TO THE GEOTECHNICAL EXPLORATION REPORT (REPORT NO. 20-22378), DATED APRIL 15, 2020 AS PREPARED BY AMERICAN ENGINEERING TESTING INC. FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 5. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 6. DUST MUST BE ADEQUATELY CONTROLLED. 7. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 8. SEE UTILITY PLAN FOR WATER, SANITARY SEWER, AND STORM SEWER INFORMATION. 9. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 10. COMPACT SOIL WELL FOR BASIN AREAS BELOW FILTRATION BENCH. PROPOSED BUILDING FFE = 944.40 9419 4 2 9 4 3 94494294394494194294394494 0 941 94 2 94 3 944 943943944935940933934936937938939935933933934936937938937938940939 941 940939941942943944940939941942945946947940941942943940 936 937 938 939 941 942935934936937 938 935934936943943 9409409429 4 2 9 4 3 940 939939 930931 9329339349269279289299 4 0 939936937938 9409419429439 4 3 94 3 94394494 4 943944944 938939939925935936937 935936937938939939935935940936937938939941940941942WB-67 - Interstate Semi-TrailerNOPARKINGNOPARKINGFUTURE EXPANSION 9,000 SF 943943944 DNR JURISDICTION 932 CONTOUR NEW WETLAND BOUNDARY LINE DOUBLE LAYER SILT FENCE TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL DOUBLE LAYER SILT FENCE TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL DOUBLE LAYER SILT FENCE TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL VERIFY LOCATION & DEPTH OF UTILITIES PRIOR TO INSTALLATION OF SILT FENCE VERIFY LOCATION & DEPTH OF UTILITES PRIOR TO INSTALLATION OF SILT FENCE ROCK CONSTRUCTION ENTRANCE PAD INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL EROSION CONTROL BLANKET TYP-SEE DETAIL EROSION CONTROL BLANKET TYP-SEE DETAIL EROSION CONTROL BLANKET TYP-SEE DETAIL EROSION CONTROL BLANKET TYP-SEE DETAIL INLET PROTECTION TYP-SEE DETAIL N SCALE IN FEET 0 50 100 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Vicki J. Van Dell - PE 41352 Project Lead Drawn By Checked By Loucks Project No.019758.0A VJV MJS VJV 10/07/2020 10/07/2020 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 12/14/2020 REV. CITY SUBMITTAL 12/28/2020 REV. CITY SUBMITTAL CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 12 /23 / 2020 3:21 PMW:\2019\19758A\CADD DATA\CIVIL\_dwg Sheet Files\C3-2 SWPPPOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 C4-2 WATERMAIN PLAN C4-3 WATERMAIN PLAN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call SWPPP C3-2 SWPPP LEGEND INLET PROTECTION SILT FENCE BIO ROLLS EROSION CONTROL BLANKET SITE VICINITY MAP ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE (STANDARD)LF EROSION CONTROL BLANKET SY INLET PROTECTION EA QUANTITY 1 NA ±4,440 ±5,910 11 BIOROLLS LF NA * PROJECT SITE CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP * PROJECT SITE NOTE: SEE SHEET 3-3 FOR SWPPP NOTES. PROPOSED BUILDING FFE = 944.40 0+ 0 0 1+ 0 0 2+ 0 0 3+00 4+00 5+00 6+00 7+00 8+009+0010+0011+0012+0013+0014+0015+0016+0016+73.85NOPARKINGNOPARKINGFUTURE EXPANSION 9,000 SF  STMH 10 RIM=941.73 INV=936.43 CBMH 4 RIM=942.48 INV=938.48 CBMH 1 RIM=942.32 INV=938.32 CBMH 2 RIM=939.31 INV=935.13 SUMP=931.13 CBMH 9A RIM=940.59 INV=936.71 STMH 5 RIM=942.30 INV=937.85 CBMH 6 RIM=941.37 INV=936.66 CBMH 7 RIM=940.54 INV=934.97 CBMH 11 RIM=939.0 INV=935.00 FES 12 INV=934.30 210 LF-12" RCP @ 1.52% FES 3 INV=934.86 27 LF-18" RCP @ 1.0% OCS 15 RIM=937.47 INV=931.2 DT INV=933.00 WEIR WALL W/ ORIFICE SEE DETAIL FES 16 INV=932.50 29 LF-12" RCP @ 0.86% 56 L F - 1 5 " R C P @ 0 . 5 %292 LF-15" RCP @ 0.5%97 LF-27" RCP @ 0.5%249 LF-21" RCP @ 0.5%33 LF-27" RCP @ 0.58% FES 14 INV=932.52 29 LF-15" RCP @ 0.79% OCS 13 RIM=938.02 INV=929.35 DT INV=933.25 WEIR WALL W/ 7" ORIFICE SEE DETAIL 175 LF-21" RCP @ 0.5% 127 LF-15" RCP @ 0.5% SANMH 1 RIM=943.15 INV (E)=934.60 INV (N)=934.50 272 LF-6" PVC @ 2.0% 6" SANITARY SERVICE INV=935.40 (VERIFY MATERIAL, SIZE, LOCATION & INVERT W/ MECHANICAL) 40 LF-6" PVC @ 2.0% TIE INTO EXISTING SANMH INSTALL INSIDE DROP ADJUST RIM ELEVATION RIM=943.0 INV (S)=924.16 INV (S)=899.0 EX INV(W,E)=898.0± FIELD VERIFY EXISTING LOCATION & INVERTS MANHOLE SHALL BE SPRAY-LINED DOMESTIC WELL. DESIGN BY OTHERS COORDINATE W/ MN DEPARTMENT OF HEALTH ROOF DRAIN INV=938.50 CONFIRM W/ MECHANICAL 65 LF-12" RCP @ 1.0% FES 17 INV=938.00 119 LF-15" RCP @ 0.7% FES 18 INV=937.23 SANMH 2 RIM=942.96 INV (S)=929.06 INV (N)=928.96 240 LF-6" PVC @ 2.0% CONNECT TO EXISTING 8" STUB WITH AN 8" GATE VALVE, 8" PVC AND CONTINUE THROUGH THE SITE AS SHOWN. APPROXIMATE LOCATION OF WATER STUB FROM BELLWETHER 8 " WAT ERMA IN 12" WATERMAIN 12" PVC WATERMAIN12" PVC WATERMAIN12" WATERMAIN BASIN 1 W/FILTRATION BENCH NWL=934.00 HWL=938.01 BASIN 2 W/FILTRATION BENCH NWL=934.50 HWL=937.46 FES 20 INV=931.50 64 LF-15" RCP @ 1.0% 32 LF-12" RCP @ 0.94% FES 21 INV=930.0 90 LF-21" RCP @ 0.5% STMH 6A RIM=943.47 INV(N,W)=936.21 TRENCH DRAIN RIM=940.40 INV=938.90 71 LF-6" PVC @ 2.0% 99 LF-18" RCP @ 0.5% CBMH 8 RIM=940.92 INV=934.49 SUMP:925.49 184 LF-6" PVC DRAINTILE 110 LF-6" PVC DRAINTILE 190 LF-6" PVC DRAINTILE 420 LF-6" PVC DRAINTILE PROPOSED 25' WIDE DRAINAGE & UTILITY EASEMENT PROPOSED 20' WIDE DRAINAGE & UTILITY EASEMENT 20.0 STUB WATER AS SHOWN FOR FUTURE CITY CONNECTION. INSTALL 6" GATE VALVE AND TEMPORARY HYDRANT. 6" X 12" TEE, 6" GATE VALVE AND CONTINUE TO THE BUILDING AS SHOWN FOR FIRE CONNECTION. 3" CORPORATION STOP, 3" DOMESTIC WATER SERVICE CONTINUE TO THE BUILDING AS SHOWN. 2-45° BENDS. INSTALL GATE VALVE AND TEMPORARY HYDRANT AT THE END OF THE 12" STUB FOR FUTURE WATERMAIN CONNECTION INSTALL 12"X 12" TEE AND A 12" X8" REDUCER 8"-45° BEND DEFLECT WATERMAIN TO MAINTAIN 18" OF CLEARANCE HYDRANT AND GATE VALVE ASSEMBLY 2-45° BENDS. 6" DIP 3" DIP 12" GATE VALVE HYDRANT AND GATE VALVE ASSEMBLY 15.0 10.0 25.0 PROPOSED 25' WIDE DRAINAGE & UTILITY EASEMENT 15.0 10.0 25.0 BUILDING CONNECTION TO WELL. DESIGN BY OTHERS. COORDINATE W/ MN DEPARTMENT OF HEALTH. A PHYSICAL AIR GAP OR OTHER MEANS OF ENSURING THAT BACK-FEEDING WELL WATER INTO THE CITY DISTRIBUTION WILL BE REQUIRED. 10.0 PROPOSED 10' WIDE DRAINAGE & UTILITY EASEMENT SANITARY SEWER STRUCTURES WHICH NEED TO BE RAISED SHALL HAVE EXISTING CONE SECTION REMOVED AND APPROPRIATE BARREL SECTIONS SHALL BE ADDED TO ACHIEVE FINAL GRADE. THE LAST BARREL SECTION SHALL BE 1' HIGH IN ACCORDANCE WITH THE CITY STANDARD DETAILS. 6" CLEANOUT INV: 933.25 FILTER BENCH SEE DETAIL FILTER BENCH SEE DETAIL MAINTAIN 18" CLEARANCE BETWEEN WELL SERVICE AND WATERMAIN. PROPOSED DRAINAGE & UTILITY EASEMENT PROPOSED DRAINAGE & UTILITY EASEMENT 40 FOOT ROADWAY EASEMENT STMH 9 RIM=940.59 INV=937.48 CBMH 5A RIM=942.30 INV=937.54 63 LF-18" RCP @ 0.5% 54 LF-6" PVC @ 1.4% 2-45° BENDS. 122 LF-12" CMP EQUALIZER PIPE @ 0% PROVIDE ADEQUATE COVER OVER TOP OF PIPE FES 22 INV=938.10 FES 23 INV=938.10 PROPOSED DRAINAGE & UTILITY EASEMENT PROPOSED WETLAND DRAINAGE EASEMENT N SCALE IN FEET 0 50 100 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Vicki J. Van Dell - PE 41352 Project Lead Drawn By Checked By Loucks Project No.019758.0A VJV MJS VJV 10/07/2020 10/07/2020 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 12/14/2020 REV. CITY SUBMITTAL 12/28/2020 REV. CITY SUBMITTAL CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 12 /23 / 2020 3:23 PMW:\2019\19758A\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 UTILITY PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 C4-2 WATERMAIN PLAN C4-3 WATERMAIN PLAN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call UTILITY PLAN C4-1 UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), LATEST EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCHEDULE 40 PVC. ALL SANITARY SEWER STRUCTURES WHICH NEED TO BE RAISED SHALL HAVE EXISTING CONE SECTION REMOVED AND APPROPRIATE BARREL SECTIONS SHALL BE ADDED TO ACHIEVE FINAL GRADE. THE LAST BARREL SECTION SHALL BE 1' HIGH IN ACCORDANCE WITH THE CITY STANDARD DETAILS. 8. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, CHAPTER 4714. 9. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 10. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 11. SANITARY SEWER MATERIAL: SCHEDULE 40 PVC. 12. WATERMAIN MATERIAL: C900 PVC 13. SEE SHEETS C4-2 AND C4-3 FOR WATERMAIN PROFILES. 14. WELL LOCATION AND DESIGN BY OTHERS. COORDINATE WELL INSTALLATION WITH MINNESOTA DEPARTMENT OF HEALTH. VERIFY WATER SERVICE SIZE, MATERIAL, AND LOCATION WITH MECHANICAL. 15. STORM SEWER MATERIALS: RCP 12" DIAMETER OR GREATER PVC 6" DIAMETER (ALL FLARED END SECTIONS TO BE RCP) CBMH 8 CBMH 7 CBMH 1 STMH 9 STORM SEWER SCHEDULE STRUCTURE NO.CASTING MANHOLE SIZE CBMH 4 CBMH 6 CBMH 2 48" PRECAST 48" PRECAST 48" PRECAST R-2557-A 48" PRECAST DETAIL # STO-6 STMH 6A STMH 10 48" PRECASTR-1642 STO-1 CBMH 11 STO-1 R-3067V STO-6 STO-5 48" PRECASTR-1642 STO-1 OCS 13 OCS 15 48" PRECAST STO-5 60" PRECASTSEE DETAIL 4318A 60" PRECASTSEE DETAIL 4318B STMH 5 48" PRECAST R-2557-A 48" PRECAST 48" PRECAST 48" PRECAST R-3067V R-3067V R-3067V MH 1 SANITARY SEWER SCHEDULE STRUCTURE NO.CASTING MANHOLE SIZE MH 2 48" PRECAST DETAIL # SAN-1R1642 48" PRECAST SAN-1R1642 STO-1 STO-1 STO-1R-2557-A CBMH 5A 48" PRECAST STO-1R-2557-A R-1642 CBMH 9A 48" PRECAST STO-5R-3067V R-1642 STO-1 PROPOSED BUILDING FFE = 944.40 NOPARKINGNOPARKINGFUTURE EXPANSION 9,000 SF AA-1MH: 28 AA-1MH: 28 AA-1MH: 28 AA-1MH: 28 AA-1MH: 28 AA-1MH: 28 WW MH: 25 WW MH: 25 WW MH: 25 AA-1 MH: 28 AA-1 MH: 28 AA-1 MH: 28 AA-1 MH: 28 CCMH: 28 BB-2 MH: 28 DD MH: 20 AA-1MH: 28 AA-1MH: 28 AA-1MH: 28 WWMH: 25 WW MH: 25 AA-1MH: 28 AA-1MH: 28 WWMH: 25 AA-1 MH: 28 AA-1 MH: 28 WW MH: 25 WW MH: 25 WWMH: 25 CCMH: 28 BB-2 MH: 28 BB-2 MH: 28 AA-1 MH: 28 BB-2 MH: 28 BB-2 MH: 28 BB-2 MH: 28 1.8 2.0 2.0 1.9 2.1 2.4 2.7 2.5 2.3 2.6 2.7 2.3 1.8 1.4 1.2 1.2 1.5 2.0 2.6 2.8 2.5 2.7 2.6 1.6 1.8 1.5 1.2 1.2 1.3 1.7 2.1 2.5 2.6 2.5 2.5 2.5 2.4 2.4 2.5 2.7 2.5 2.2 2.3 2.3 2.1 1.8 1.5 1.4 1.4 1.7 2.1 2.4 2.5 2.2 2.3 2.2 1.6 1.8 1.6 1.4 1.4 1.6 2.1 2.7 3.4 3.8 3.1 3.1 2.9 2.6 2.4 2.4 2.4 2.2 2.1 2.1 2.1 2.0 1.8 1.6 1.5 1.6 1.8 2.0 2.1 2.0 2.0 2.2 2.2 1.9 1.8 1.7 1.5 1.3 1.4 2.1 3.1 4.0 4.9 4.5 3.5 2.8 2.3 2.0 2.1 2.1 2.0 1.9 2.0 1.9 1.9 1.7 1.6 1.5 1.6 1.8 1.9 1.8 1.7 1.9 2.1 2.1 1.9 1.8 1.7 1.7 1.5 1.7 2.3 3.3 4.3 5.4 4.7 3.5 2.7 2.1 1.9 2.0 1.8 1.8 1.8 2.0 2.0 1.9 1.8 1.6 1.6 1.7 1.8 1.8 1.7 1.9 2.1 2.2 2.1 1.9 1.8 1.8 1.8 1.8 2.0 2.7 3.6 4.7 6.0 4.3 3.4 2.7 2.1 1.9 1.9 1.8 2.0 2.1 2.2 2.3 2.1 1.9 1.8 1.8 1.9 2.0 1.9 1.9 2.1 2.3 2.4 2.3 2.1 1.9 1.9 2.1 2.1 2.5 3.4 4.3 5.3 6.4 4.2 3.5 2.9 2.2 1.9 1.9 1.9 2.0 2.2 2.5 2.6 2.3 2.1 1.9 1.9 2.1 2.1 2.0 2.0 2.2 2.5 2.6 2.5 2.3 2.0 2.1 2.2 2.5 2.9 4.0 4.9 6.0 6.8 3.9 3.3 2.9 2.4 2.2 2.0 2.1 2.4 2.8 3.2 3.3 3.0 2.6 2.3 2.1 2.3 2.3 2.2 2.4 2.8 3.2 3.2 3.2 2.8 2.5 2.3 2.5 2.8 3.3 4.2 5.0 5.9 6.5 2.9 2.6 2.4 2.3 2.3 2.2 2.5 3.2 3.8 4.3 4.2 4.0 3.5 2.9 2.6 2.7 2.6 2.7 3.1 3.7 4.0 3.9 4.1 3.5 3.0 2.7 2.6 2.8 3.0 3.7 4.5 5.5 6.5 1.8 1.9 2.0 2.1 2.4 2.5 3.1 4.0 4.8 5.3 5.1 5.2 4.4 3.6 3.2 3.2 3.2 3.3 3.8 4.7 5.3 5.5 5.4 4.9 3.9 3.2 2.9 2.9 2.9 3.3 3.5 4.7 6.0 1.1 1.3 1.6 1.9 2.4 2.7 3.3 4.3 4.8 5.6 5.9 5.6 4.7 3.9 3.3 3.1 3.1 3.3 4.0 4.8 5.6 6.3 5.9 5.2 4.2 3.3 2.9 2.8 2.8 3.1 3.6 4.4 6.0 0.9 1.2 1.6 2.0 2.4 2.7 3.4 4.4 5.5 6.2 6.1 5.0 4.6 3.9 3.2 3.0 3.1 3.4 4.1 5.1 5.8 6.2 5.5 4.9 4.0 3.3 2.8 2.7 2.7 3.3 4.1 4.7 6.2 1.6 1.9 2.2 2.4 2.7 2.8 3.5 4.5 5.4 5.8 5.6 5.3 4.7 4.1 3.6 3.6 3.6 3.6 4.3 5.2 5.8 5.9 5.5 5.0 4.1 3.5 3.2 3.1 3.2 3.8 4.7 5.7 6.8 2.5 2.6 2.5 2.6 2.8 2.7 3.2 3.9 4.6 4.8 4.8 4.8 4.4 3.8 3.4 3.5 3.4 3.3 3.8 4.4 5.0 5.1 5.0 4.5 3.8 3.2 3.1 3.2 3.5 4.2 4.7 5.8 6.5 3.5 3.2 2.8 3.0 2.9 2.7 3.0 3.4 4.0 4.3 4.3 4.2 3.9 3.5 3.3 3.5 3.4 3.2 3.5 3.9 4.3 4.5 4.4 4.0 3.5 3.0 3.0 3.1 3.4 4.0 4.8 5.9 6.5 4.8 4.0 3.5 3.1 2.8 2.8 2.9 3.2 3.7 4.1 4.3 4.1 3.7 3.5 3.4 3.7 3.7 3.4 3.5 3.8 4.2 4.5 4.2 3.7 3.2 3.0 3.1 3.0 3.0 3.7 4.5 5.0 5.5 5.1 4.1 3.4 3.0 2.7 2.8 2.9 3.1 3.5 4.0 4.1 4.0 3.6 3.5 3.5 3.8 3.8 3.5 3.5 3.7 4.1 4.4 4.1 3.6 3.2 3.0 3.1 3.0 2.9 3.2 3.8 4.2 5.3 5.2 4.1 3.3 2.7 2.5 2.6 2.8 3.2 3.6 4.1 4.4 4.2 3.8 3.5 3.4 3.6 3.5 3.5 3.7 4.0 4.6 4.8 4.5 3.9 3.3 3.0 2.9 2.9 2.7 3.2 3.9 4.6 5.9 4.9 4.0 3.4 2.7 2.5 2.5 2.8 3.4 4.0 4.5 4.5 4.2 3.9 3.7 3.5 3.6 3.5 3.6 4.0 4.6 5.1 5.3 5.0 4.3 3.5 3.0 2.9 2.9 2.9 3.5 4.4 5.3 6.3 4.5 3.7 3.3 2.8 2.7 2.6 2.9 3.7 4.8 5.4 5.2 4.8 4.4 4.2 3.8 3.7 3.8 4.0 4.5 5.2 5.8 5.8 5.7 4.9 3.9 3.3 3.1 3.1 3.2 3.8 4.7 5.6 6.3 3.4 3.0 2.8 2.7 2.7 2.8 3.0 3.9 5.2 5.7 5.7 5.3 4.7 4.2 3.8 3.7 3.7 4.0 4.6 5.2 5.9 5.9 5.3 5.0 4.1 3.3 2.9 2.9 3.1 3.7 4.6 5.5 6.2 2.2 2.3 2.2 2.2 2.4 2.6 3.0 3.9 5.1 5.9 6.4 5.5 4.8 4.0 3.5 3.2 3.3 3.6 4.3 5.3 5.9 6.2 5.6 4.8 3.7 2.9 2.6 2.6 2.6 3.2 4.3 5.3 6.2 1.1 1.5 1.7 2.2 2.6 2.8 3.2 4.1 5.1 5.9 6.0 5.6 5.1 4.2 3.8 3.7 3.7 3.8 4.4 5.1 5.5 5.5 5.5 4.7 3.3 2.7 2.7 2.5 2.3 2.7 3.6 4.4 5.4 1.1 1.3 1.7 2.2 2.4 2.6 2.9 3.5 4.3 4.7 5.0 4.8 4.5 3.8 3.3 3.2 3.2 3.3 3.7 4.3 4.8 5.0 4.8 3.9 2.9 2.4 2.3 2.2 2.0 2.3 2.9 3.7 5.3 1.7 2.0 2.2 2.3 2.4 2.4 2.5 2.9 3.5 3.8 3.9 3.9 3.6 3.3 3.0 3.0 2.9 2.9 3.0 3.4 3.8 4.0 3.8 3.2 2.5 2.1 2.0 1.9 1.8 2.1 2.8 3.4 5.0 5.6 2.9 2.9 2.6 2.6 2.5 2.4 2.4 2.6 3.0 3.3 3.5 3.3 3.0 2.9 2.8 2.9 2.9 2.6 2.6 2.8 3.0 3.1 3.0 2.7 2.3 2.0 2.0 1.9 1.9 2.3 2.9 3.6 4.6 4.7 4.1 3.6 3.1 2.8 2.6 2.4 2.4 2.5 2.7 2.9 3.0 2.9 2.8 2.9 2.9 3.1 3.1 2.7 2.6 2.6 2.8 3.0 3.0 2.8 2.5 2.2 2.1 2.0 2.1 2.4 2.7 3.2 3.6 3.2 5.0 4.1 3.4 2.6 2.2 2.3 2.5 2.8 2.8 2.7 2.8 2.8 2.8 3.0 3.1 3.1 3.0 2.9 2.7 2.4 2.8 3.1 3.4 3.1 2.8 2.5 2.2 2.0 2.0 2.2 2.5 2.9 2.9 2.4 5.3 4.2 3.2 2.4 2.0 2.1 2.6 3.0 3.3 2.9 3.0 3.2 3.4 3.3 3.2 3.1 3.1 3.3 3.0 2.7 3.2 3.8 4.4 4.1 3.6 2.9 2.3 1.9 1.9 2.1 2.4 2.6 2.8 2.6 2.3 5.4 3.7 2.6 2.2 1.8 2.0 2.6 3.3 4.0 3.5 3.7 3.8 4.0 3.7 3.3 3.2 3.3 4.0 3.3 3.3 3.7 4.7 6.3 5.6 4.6 3.3 2.4 1.9 1.9 1.9 2.1 2.4 2.8 3.1 3.2 4.9 3.7 2.5 1.7 1.6 1.8 2.5 3.6 4.8 4.6 4.9 4.8 4.6 3.8 3.0 2.7 3.4 6.8 8.5 7.1 5.0 3.4 2.3 1.8 1.6 1.6 2.0 2.7 3.3 4.0 4.5 4.4 3.6 3.1 2.3 1.9 1.9 2.4 4.0 6.0 6.2 6.3 9.6 7.3 5.0 3.1 1.9 1.4 1.3 1.3 1.7 2.6 3.5 4.4 5.3 3.1 3.0 2.6 2.3 2.1 2.1 2.4 3.2 4.2 3.3 7.6 5.5 3.6 2.4 1.5 1.3 1.3 1.2 1.6 2.4 3.3 4.4 5.5 2.1 2.2 2.1 2.0 2.0 2.1 2.3 2.4 2.0 1.3 7.0 5.4 3.5 2.5 1.6 1.3 1.2 1.1 1.5 2.3 3.1 3.7 4.1 1.2 1.3 1.6 1.8 1.9 2.0 2.6 3.0 3.3 2.4 5.5 4.7 3.3 2.7 1.7 1.4 1.3 1.2 1.7 2.5 3.3 3.5 3.9 1.1 1.2 1.5 1.8 1.9 2.3 3.2 4.0 4.4 3.1 4.3 4.7 3.9 2.9 2.0 1.6 1.5 1.5 2.0 2.7 2.9 3.0 3.6 1.5 1.7 2.0 2.0 1.9 2.1 3.2 4.4 5.0 3.4 2.7 3.2 2.8 2.4 1.9 1.6 1.6 1.6 2.1 2.6 2.8 3.1 3.0 2.8 2.5 2.4 2.3 2.0 2.1 3.1 4.3 5.9 4.5 1.6 1.9 2.1 1.9 1.6 1.5 1.6 1.7 2.1 2.6 2.9 2.9 2.7 4.2 3.4 3.0 2.7 2.3 2.2 2.9 3.6 4.6 4.6 0.9 1.2 1.4 1.5 1.4 1.5 1.6 1.7 2.0 2.6 2.9 2.9 2.8 5.3 4.3 3.6 2.9 2.4 2.3 3.1 3.8 4.8 4.8 0.9 1.1 1.5 1.6 1.5 1.5 1.5 1.7 2.0 2.5 2.9 3.4 3.6 5.6 4.5 3.6 2.9 2.3 2.4 3.1 3.8 4.5 4.0 1.6 2.0 2.4 2.0 1.7 1.5 1.4 1.4 1.9 2.5 3.3 4.0 4.6 4.7 4.4 3.5 2.7 2.2 2.2 2.5 2.9 3.1 2.4 3.1 3.7 3.1 2.6 2.0 1.5 1.3 1.2 1.5 2.2 3.2 3.7 4.7 4.5 4.1 3.5 2.8 2.1 1.9 2.0 2.1 1.8 1.3 4.8 5.5 4.2 3.0 2.0 1.4 1.3 1.1 1.4 2.0 3.0 3.8 5.2 4.4 4.1 3.5 2.9 2.3 1.9 1.7 1.5 1.2 0.9 5.4 5.2 3.8 2.6 1.7 1.3 1.2 1.1 1.4 2.2 3.1 3.9 5.4 3.4 3.4 3.0 2.6 2.2 2.0 1.9 1.9 1.7 1.3 6.3 6.5 4.4 2.9 1.8 1.3 1.2 1.1 1.5 2.3 3.2 4.1 5.1 2.3 2.5 2.4 2.1 2.0 2.0 2.2 2.6 2.8 2.3 5.1 6.2 4.5 3.1 1.8 1.3 1.3 1.3 1.6 2.3 2.9 3.5 3.9 1.5 1.6 1.8 1.8 1.9 2.1 2.7 3.2 3.7 3.8 4.0 5.1 4.3 3.1 2.0 1.4 1.3 1.3 1.5 1.9 2.2 2.6 2.6 1.3 1.2 1.3 1.4 1.6 1.9 2.6 3.8 4.8 5.4 2.7 4.0 3.4 2.8 2.0 1.5 1.3 1.2 1.3 1.5 1.7 1.7 1.5 1.5 1.3 1.2 1.2 1.3 1.6 2.4 3.8 5.1 6.0 1.6 2.6 2.5 2.2 1.8 1.5 1.3 1.2 1.2 1.3 1.2 1.0 0.9 1.7 1.3 1.2 1.2 1.3 1.4 2.2 3.5 4.7 5.5 0.9 1.6 1.8 1.9 1.7 1.5 1.3 1.2 1.2 1.2 1.2 1.0 0.9 2.6 1.9 1.4 1.2 1.2 1.3 1.4 2.2 3.6 4.5 5.9 1.0 1.7 2.0 2.0 1.8 1.5 1.3 1.3 1.3 1.5 1.7 1.7 1.6 3.0 2.1 1.4 1.3 1.3 1.4 1.8 2.6 3.7 4.4 5.4 1.6 3.0 2.9 2.5 2.0 1.6 1.4 1.3 1.5 1.8 2.2 2.5 2.7 4.0 2.8 2.1 1.4 1.3 1.5 1.8 2.1 2.6 3.3 3.6 3.5 2.6 4.6 3.9 3.2 2.4 1.6 1.4 1.4 1.6 2.2 2.7 3.3 3.9 5.6 4.1 3.0 2.1 1.4 1.4 1.6 2.0 2.5 3.0 3.4 2.8 2.0 3.9 5.5 3.9 3.3 2.2 1.4 1.3 1.3 1.4 2.1 3.0 3.8 4.8 3.1 5.0 5.3 4.2 3.2 2.1 1.6 1.6 1.7 2.1 2.9 3.6 3.9 2.3 0.8 4.7 6.0 3.6 2.8 1.9 1.3 1.2 1.2 1.2 1.9 2.9 3.7 4.6 0.8 2.3 4.3 4.9 4.1 3.3 2.3 1.8 1.7 1.9 2.3 3.3 4.1 4.7 2.5 4.5 6.0 4.5 3.2 1.8 1.3 1.3 1.2 1.2 1.9 2.8 3.7 5.1 0.9 1.2 2.3 3.5 4.0 3.5 3.0 2.3 1.9 1.7 1.7 1.8 3.1 4.4 5.4 2.5 3.3 5.9 4.4 3.2 2.0 1.4 1.3 1.2 1.3 1.9 2.9 3.8 5.0 1.7 2.1 2.6 3.1 3.2 3.0 2.5 2.0 1.6 1.6 1.5 1.8 3.0 4.3 5.9 3.8 2.1 4.2 3.9 3.2 2.3 1.6 1.4 1.2 1.4 2.1 2.8 3.5 3.7 2.9 3.1 2.9 2.8 2.5 2.2 1.9 1.6 1.4 1.4 1.4 1.8 2.9 4.3 6.3 4.6 1.5 3.1 3.0 2.6 2.0 1.5 1.3 1.2 1.5 1.9 2.4 2.7 2.9 4.3 4.2 3.3 2.8 2.1 1.5 1.3 1.2 1.2 1.2 1.4 1.8 2.9 4.0 5.6 3.9 0.7 1.6 1.9 1.8 1.5 1.2 1.2 1.1 1.3 1.5 1.9 2.1 2.0 4.8 4.2 3.3 2.5 1.7 1.1 1.0 0.9 0.9 1.1 1.5 2.2 3.1 3.7 5.0 3.4 0.9 1.0 1.1 1.1 1.1 1.1 1.2 1.2 1.4 1.5 1.4 1.1 5.9 4.4 3.3 2.3 1.5 1.0 0.9 0.8 0.8 1.0 1.4 2.0 2.4 2.8 3.4 2.2 0.8 0.9 1.0 1.0 1.1 1.2 1.3 1.3 1.3 1.2 1.0 0.8 6.0 4.5 3.3 2.0 1.5 1.0 0.8 0.7 0.8 0.9 1.3 1.8 2.3 2.6 2.6 1.8 1.3 1.4 1.3 1.3 1.3 1.3 1.4 1.5 1.6 1.6 1.4 1.2 5.6 4.4 3.5 2.5 1.6 1.1 0.9 0.8 0.8 1.0 1.3 1.7 2.0 2.0 2.0 2.0 1.9 2.3 2.7 3.6 4.9 5.8 6.9 8.0 7.1 6.3 5.4 3.6 2.3 1.9 1.9 1.9 1.9 1.8 1.7 1.6 1.7 1.8 2.0 2.1 2.3 2.2 4.4 4.0 3.1 2.4 1.8 1.2 1.1 1.0 1.0 1.2 1.6 1.7 1.9 1.8 1.9 2.1 2.4 2.9 3.5 4.3 5.2 6.1 5.7 6.1 5.7 5.6 5.1 3.7 2.6 2.1 2.3 2.4 2.4 2.2 1.9 1.8 1.9 2.2 2.4 2.7 3.0 3.3 2.8 2.8 2.4 1.9 1.6 1.2 1.4 1.7 1.9 2.0 2.0 2.0 2.1 2.0 2.2 2.7 3.3 3.9 4.6 5.2 5.4 5.4 5.1 5.1 4.7 5.0 4.5 3.5 2.9 2.8 3.1 3.3 3.3 2.9 2.5 2.1 2.0 2.3 2.6 3.2 3.5 3.7 1.7 1.7 1.7 1.5 1.3 1.3 2.0 2.6 2.9 2.6 2.5 2.5 2.5 2.3 2.8 3.6 4.4 5.1 5.7 5.8 5.3 4.8 4.2 3.9 3.7 3.8 3.8 3.3 3.4 3.7 4.2 4.5 4.4 3.8 3.2 2.5 2.2 2.2 2.6 3.2 3.4 3.4 0.8 1.0 1.0 1.0 1.3 2.8 3.8 3.9 3.3 3.0 2.9 2.8 2.8 3.4 4.4 5.4 6.0 6.3 6.4 5.6 4.6 3.6 3.3 3.2 3.3 3.3 3.3 3.7 4.6 5.3 5.5 5.4 4.7 4.0 3.1 2.5 2.4 2.7 3.0 3.5 4.6 4.9 4.4 3.7 3.1 2.7 2.6 2.7 3.5 4.5 5.4 6.3 6.6 6.2 5.5 4.3 3.2 2.8 2.7 2.8 2.9 3.2 3.9 5.1 5.7 6.1 6.1 5.4 4.6 3.6 2.8 2.5 2.6 2.8 3.4 4.2 4.4 5.9 4.4 3.7 3.1 2.7 2.6 2.8 3.6 4.7 5.8 6.4 6.3 5.9 5.3 4.2 3.1 2.6 2.5 2.5 2.5 2.8 3.8 4.8 5.7 6.2 5.9 5.0 4.2 3.3 2.7 2.4 2.6 3.0 3.3 3.9 4.1 4.8 3.3 2.9 2.8 2.7 2.8 3.4 4.3 5.2 5.8 5.9 5.7 4.9 3.8 2.8 2.5 2.6 2.6 2.6 2.8 3.8 4.9 5.7 5.9 5.7 5.3 4.5 3.5 2.9 2.8 2.9 3.0 3.3 3.7 4.0 4.8 3.5 3.2 2.9 2.6 2.5 2.8 3.2 3.8 4.3 4.7 4.6 4.0 3.1 2.4 2.3 2.3 2.3 2.4 2.5 3.2 4.1 4.9 5.3 5.1 4.5 3.6 2.9 2.5 2.5 2.5 2.5 2.6 2.7 2.5 4.7 3.9 3.4 3.0 2.7 2.5 2.6 2.8 3.4 3.8 3.8 3.6 3.2 2.6 2.3 2.2 2.3 2.2 2.3 2.3 2.8 3.3 4.0 4.2 4.1 3.5 2.8 2.4 2.1 2.2 2.1 2.0 1.9 1.7 1.5 3.8 3.5 3.3 3.2 2.9 2.6 2.5 2.7 3.0 3.3 3.3 3.0 2.6 2.3 2.3 2.4 2.3 2.2 2.2 2.1 2.5 3.0 3.3 3.4 3.2 2.6 2.2 1.9 1.9 2.0 1.9 1.7 1.3 1.1 0.9 2.8 3.0 3.2 3.3 2.9 2.8 2.6 2.8 3.1 3.2 3.0 2.7 2.4 2.3 2.4 2.8 2.7 2.5 2.5 2.5 2.8 3.1 3.2 3.0 2.6 2.2 1.9 1.8 1.8 1.9 1.8 1.8 1.5 1.4 1.2 1.9 2.5 3.1 3.4 3.4 3.2 3.0 3.3 3.3 3.1 2.8 2.3 2.0 2.2 2.5 3.0 3.1 3.1 3.1 3.2 3.4 3.4 3.1 2.7 2.3 1.8 1.6 1.6 1.7 1.8 1.9 2.1 2.3 2.3 2.1 1.3 2.2 2.8 3.4 3.8 3.7 3.6 3.8 3.6 3.0 2.5 1.9 1.5 1.9 2.4 3.2 3.1 2.9 3.5 3.7 3.9 3.5 2.9 2.3 1.6 1.4 1.4 1.5 1.6 1.8 2.0 2.4 2.8 3.3 3.3 1.0 1.9 2.8 3.7 4.4 4.5 4.2 4.3 3.8 2.9 2.1 1.3 1.1 1.5 2.3 3.5 3.6 3.4 4.3 4.2 4.5 3.7 2.8 1.8 1.1 1.2 1.4 1.5 1.6 1.6 1.9 2.5 3.4 4.3 4.8 0.8 1.5 2.6 4.1 5.1 5.4 5.4 5.0 4.4 3.1 2.0 1.1 0.9 1.3 2.0 3.2 4.4 4.4 5.5 5.2 5.2 3.9 2.6 1.5 1.0 1.1 1.6 1.8 1.7 1.4 1.4 1.6 3.3 4.5 5.4 2.1 2.2 1.9 1.5 1.6 2.4 2.4 2.1 1.6 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.6 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.6 0.6 0.8 0.9 0.9 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.0 1.0 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.3 1.2 1.6 1.1 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.2 2.3 2.1 2.4 1.7 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.8 3.2 2.7 3.2 2.2 0.9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 2.2 3.8 2.9 3.5 2.4 1.0 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.8 2.4 4.1 3.2 3.5 2.5 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 2.2 3.9 3.1 3.4 2.4 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.8 3.2 2.5 3.3 2.3 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.2 2.2 1.8 3.3 2.4 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.4 1.1 3.6 2.7 1.2 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.8 0.7 3.7 2.8 1.2 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.5 3.5 2.8 1.2 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.6 3.4 2.7 1.2 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 1.0 3.2 2.5 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 1.7 1.7 3.2 2.6 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 1.0 2.5 2.5 3.4 2.8 1.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.3 3.2 3.1 3.5 2.9 1.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.5 3.5 3.4 3.4 2.9 1.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.4 3.4 3.3 3.1 2.8 1.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.2 2.9 2.8 2.9 2.6 1.2 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 2.1 2.1 2.7 2.5 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.4 1.4 2.8 2.6 1.2 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 0.9 2.9 2.8 1.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 0.7 3.0 2.8 1.4 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 0.8 2.5 2.6 1.3 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 1.3 2.1 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.6 2.0 1.5 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 2.2 2.8 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.0 2.7 3.4 0.8 0.9 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.1 3.0 3.7 1.0 1.3 0.8 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.1 2.8 3.5 1.9 1.2 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 2.4 3.0 2.6 1.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.7 2.2 3.3 1.8 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.1 1.4 3.5 1.9 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.8 0.9 3.2 1.7 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 0.7 2.6 1.4 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 0.8 1.9 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.8 1.2 1.4 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.2 1.9 1.3 0.8 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.8 2.7 1.6 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 2.4 3.4 2.3 1.4 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 2.6 3.7 3.1 1.8 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 2.5 3.5 3.5 2.1 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 2.2 3.0 3.5 2.1 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.5 1.6 2.1 3.0 1.9 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 1.1 1.3 2.3 1.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.8 0.8 1.5 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.9 0.7 0.9 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.9 1.2 1.4 1.0 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 1.8 2.2 2.1 1.2 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.7 2.9 3.3 2.7 0.7 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.9 2.4 4.0 4.2 2.7 1.1 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.1 3.0 4.7 4.0 1.7 1.3 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.3 3.1 3.8 2.5 1.9 0.8 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.9 3.1 2.4 1.0 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 3.4 2.6 1.1 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.4 3.2 2.5 1.1 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.7 2.6 2.1 0.9 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.2 1.9 1.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.2 2.0 1.2 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.6 2.8 0.7 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.9 3.4 0.5 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 2.0 3.6 0.5 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.9 3.3 0.7 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.5 2.7 1.1 1.2 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.0 1.9 1.8 1.8 0.9 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.2 2.5 2.4 1.1 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 2.8 2.8 1.3 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 3.1 2.9 1.3 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.7 1.6 2.2 2.8 2.6 1.2 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.7 2.0 3.5 2.0 2.0 0.9 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 1.9 3.8 2.7 1.3 1.4 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.7 3.3 2.3 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.2 2.4 1.7 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.6 1.1 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 0.7 0.8 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.4 1.3 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.2 2.0 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 2.8 1.4 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 1.1 1.7 2.5 3.2 3.6 3.5 3.1 2.4 1.6 1.0 0.6 0.5 0.7 1.2 1.9 2.7 3.3 3.4 3.0 2.4 1.7 1.1 0.6 0.6 0.5 1.7 2.3 3.2 4.2 3.5 1.6 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.9 1.6 2.3 3.1 3.5 3.4 2.9 2.2 1.5 0.9 0.6 0.5 0.7 1.1 1.6 2.3 2.8 2.9 2.6 2.2 1.5 1.0 0.7 0.8 0.9 2.1 3.4 4.7 5.2 3.7 1.6 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.9 1.2 1.4 1.3 1.1 0.8 0.6 0.4 0.3 0.3 0.3 0.4 0.6 0.8 1.0 1.0 0.9 0.8 0.5 0.4 0.4 0.9 1.3 2.4 3.5 4.6 4.9 3.4 1.5 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.2 0.2 0.3 0.8 1.6 2.1 2.2 2.0 1.7 1.9 2.5 3.2 3.9 3.9 2.6 1.1 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.5 2.1 2.2 2.0 1.7 1.8 2.2 2.6 2.9 2.7 1.8 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.6 1.2 1.6 1.8 1.7 1.5 1.4 1.6 1.8 1.9 1.6 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.1 1.2 1.2 1.1 1.0 1.1 1.1 1.0 0.8 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.8 0.9 0.9 0.8 0.7 0.7 0.6 0.5 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.7 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.00.00.10.20.30.30.40.40.50.50.40.30.20.20.10.10.10.00.10.10.10.00.00.10.00.00.10.10.20.10.20.20.20.30.30.30.20.20.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 NOPARKINGPARKINGNON SCALE IN FEET 0 50 100 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 12/14/2020 REV. CITY SUBMITTAL 12/28/2020 REV. CITY SUBMITTAL CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 12 /23 / 2020 2:44 PMW:\2019\19758A\CADD DATA\CIVIL\_dwg Sheet Files\PH-1 PHOTOMETRIC PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 C4-2 WATERMAIN PLAN C4-3 WATERMAIN PLAN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call PHOTOMETRIC PLAN PH-1 Review Date Project Lead Drawn By Checked By Loucks Project No.019758.0A VJV MJS VJV Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Watts BUG Rating 18 AA-1 SINGLE 0.850 Leotek #AR18-30M2-MV-NW-4-XX-700 Single Mounted At A Height Of 28'262 B3-U0-G4 6 BB-2 BACK-BACK 0.850 Leotek #AR18-30M2-MV-NW-5-XX-700 Back To Back Mounted At A Height Of 28'262 B5-U0-G3 2 CC SINGLE 0.850 Leotek #AR18-20M2-MV-NW-3-XX-700-HSS Single Mounted At A Height Of 28'164 B1-U0-G2 1 DD SINGLE 0.850 Leotek #AR13-10M2-MV-NW-3-XX-530 Single Mounted At A Height Of 20'63 B2-U0-G2 9 WW SINGLE 0.850 Leotek #AR18-30M2-MV-NW-4-XX-700 Wall Mounted At A Height Of 25'262 B3-U0-G4 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Nelson Intl Lot Illuminance Fc 2.93 8.5 0.6 4.88 14.17 Outside Lot Lines Illuminance Fc 0.16 5.2 0.0 N.A.N.A. Property Line Illuminance Fc 0.05 0.7 0.0 N.A.N.A. Mounting Height Shown On Site Plan & Referred To In Schedule Is The Sum Of Pole Height & Concrete Base, If Applicable.Lighting by: Charlie Leavitt, LC, MIES Lighting Fundamentals, LLC PO Box 50827 Mendota, MN 55150 charllie@lightingfundamentalsllc.net 651-399-7768 All Lumiaires Shown Are Full Cut-Off Type. Uplight Rating Zero PROPOSED BUILDING FFE = 944.40 NOPARKINGNOPARKINGFUTURE EXPANSION 9,000 SF  885.2' 593.9' 883.4' 624.5' 7 CD 14 NAV 8 CD 16 NAV 7 CD 9 CD 5 CD 5 CD 7 NAV 1 SSC 1 BL 2 CSP 2 CSP 6 BL 1 CSP 1 CSP 4 PE 3 CH 3 CH 1 CH 3 RB 3 QB 6 QB 1 QB 1 QB 3 QB 1 BL 2 PE 1 SSC 2 PE 3 SSC 4 BL 9 GC 2 SSC 9 FVB 1 CSP 2 PE 1 FVB 1 FVB 2 KC 2 KC2 KC 4 RB 3 RB 3 QB 3 QB 2 NOP 2 NOP 3 BS 4 BS 15 GC 12 GC 11 AD 11 AD 1 BL 4 BL 1 CSP 1 CSP ARBITRARY WEST PROPERTY LINE FOR LANDSCAPE REQUIREMENTS PROPERTY LINE LENGTHS (TYP.) FOUNDATION PLANTINGS (TYP.) NATIVE SEEDING TURF SEEDING NATIVE SEEDING TURF SEEDING SEEDING LIMITS SEEDING LIMITS RIP RAP RIP RAP IRRIGATION LIMITS (TYP.) REFER TO SHEET L1-2 FOR FOUNDATION PLANTING ENLARGMENT IRRIGATION LIMITS (TYP.) 6 FEET OF TURF SEED BEHIND BACK OF CURB IN THESE LOCATIONS IRRIGATION LIMITS (TYP.) DECIDUOUS TREES CODE COMMON NAME BOTANICAL NAME BL BOULEVARD LINDEN Tilia americana `Boulevard` CH COMMON HACKBERRY Celtis occidentalis KC KENTUCKY COFFEETREE Gymnocladus dioica PE PRINCETON ELM Ulmus americana `Princeton` RB RIVER BIRCH CLUMP Betula nigra QB SWAMP WHITE OAK Quercus bicolor EVERGREEN TREES CODE COMMON NAME BOTANICAL NAME BS BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata` CSP COLORADO SPRUCE Picea pungens NOP NORWAY PINE FULL FORM Pinus resinosa ORNAMENTAL TREES CODE COMMON NAME BOTANICAL NAME FVB FOX VALLEY BIRCH Betula nigra `Little King` TM SSC SPRING SNOW CRABAPPLE Malus x `Spring Snow` SHRUBS CODE COMMON NAME BOTANICAL NAME AH ANNABELLE HYDRANGEA Hydrangea arborescens `Annabelle` AD ARCTIC FIRE DOGWOOD Cornus sericea `Artic Fire` CD CARDINAL DOGWOOD Cornus sericea `Cardinal` DH DWARF BUSH HONEYSUCKLE Diervilla lonicera DEV DWARF EUROPEAN VIBURNUM Viburnum opulus `Nanum` GC GLOSSY BLACK CHOKEBERRY Aronia melanocarpa elata GF GRO-LOW FRAGRANT SUMAC Rhus aromatica `Gro-Low` NAV NANNYBERRY VIBURNUM Viburnum lentago NFS NEON FLASH SPIREA Spirea japonica `Neon Flash` GRASSES CODE COMMON NAME BOTANICAL NAME FG FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster` SSG SHENANDOAH SWITCH GRASS Panicum virgatum `Shenendoah` LBL THE BLUES LITTLE BLUESTEM Schizachyrium scoparium `The Blues` PERENNIALS CODE COMMON NAME BOTANICAL NAME RSD RUBY STELLA DAYLILY Hemerocallis x `Ruby Stella` GROUND COVERS CODE COMMON NAME BOTANICAL NAME SEED 2 MNDOT NATIVE SEED MnDOT Seed Mix 34-261 Riparian South & West SM 1 STONE MULCH CRUSHED GRAY ROCK 1/4" MINUS 3"- 4" DEPTH SEED TURF SEED MnDOT Seed Mix 25-151 High Maintenance Turf PLANT SCHEDULE N SCALE IN FEET 0 50 100 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 12/14/2020 REV. CITY SUBMITTAL 12/28/2020 REV. CITY SUBMITTAL CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Chad E. Feigum - LA 46508 019758.0A VJV CEF CEF CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 12 /23 / 2020 3:25 PMW:\2019\19758A\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 LANDSCAPE PLANOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Chad E. Feigum - LA 46508 10/07/2020 10/07/2020 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 C4-2 WATERMAIN PLAN C4-3 WATERMAIN PLAN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call LANDSCAPE PLAN L1-1 GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. REFER TO SHEET L2-1 FOR FULL PLANT SCHEDULE, PLANTING NOTES, AND PLANTING DETAILS. LANDSCAPE DATA: CITY REQUIREMENTS: ·1 OVERSTORY TREE PER 50 L.F. OF SITE PERIMETER. ·1 UNDERSTORY SHRUB PER 30 L.F. OF SITE PERIMETER. ·NO MORE THAN 33% OF OVERSTORY TREES SHALL BE OF ONE SPECIES. FRONT SETBACK REQUIREMENTS: PARKING SETBACK FLEXIBILITY - MINIMUM REQUIREMENT PER 100 FT. OF THE LENGTH OF PROPERTY. ·1 OVERSTORY DECIDUOUS TREE PER 100 FEET. ·1 OVERSTORY CONIFEROUS TREE PER 100 FEET. ·2 ORNAMENTAL TREES PER 100 FEET. ·10 UNDERSTORY SHRUBS PER 100 FEET. NORTH PROPERTY LINE - 593.9 FEET 594' / 50' = 12 OVERSTORY TREES 594' / 30' = 20 UNDERSTORY SHRUBS SOUTH PROPERTY LINE - 624.5 FEET 625' / 50' = 13 OVERSTORY TREES 625' / 30' = 21 UNDERSTORY SHRUBS EAST PROPERTY LINE - 883.4 FEET 883' / 50' = 18 OVERSTORY TREES 883' / 30' = 29 UNDERSTORY SHRUBS EAST PROPERTY LINE - PARKING SETBACK FLEXIBILITY REQUIREMENTS 883' / 100' = 9 OVERSTORY DECIDOUS TREES 883' / 100' = 9 OVERSTORY CONIFEROUS TREES 883' / 100' x 2 = 18 ORNAMENTAL TREES 883' / 100' x 10 = 88 UNDERSTORY SHRUBS WEST PROPERTY LINE - 885.2 FEET (*ARBITRARY LOCATION SET FOR REQ'S.) 885' / 50' = 18 OVERSTORY TREES 885' / 30' = 30 UNDERSTORY SHRUBS TOTAL PLANTS REQUIRED: OVERSTORY DECIDOUS TREES 70 OVERSTORY CONIFEROUS TREES 9 ORNAMENTAL TREES 18 UNDERSTORY SHRUBS 188 TOTAL PLANTS PROVIDED: OVERSTORY DECIDOUS TREES 70 OVERSTORY CONIFEROUS TREES 20 ORNAMENTAL TREES 18 UNDERSTORY SHRUBS 258 * ARBITRARY LOCATION SET ON WEST SIDE TO INCLUDE UPLAND PROPERTY. IRRIGATION NOTES: VERIFY EXISTING / PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED / SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING / SOD / SEED HAS BEEN ESTABLISHED. 94 3 944943944943943944945946947940941942943943943943 944 NOPARKINGNOPARKING9439449 DH 3 SSG 8 DH 3 SSG 9 DH 3 SSG 7 DH 3 SSG 9 DH 3 SSG 10 DH 12 SSG 9 AD 15 FG 6 RSD6 RSD 11 AH1 DEV 3 RSD 3 RSD 3 NFS 4 RSD 4 RSD 3 NFS 2 AD 2 NFS 2 AD 2 NFS 2 AD 2 NFS 3 LBL3 NFS 3 LBL3 NFS 4 RSD 4 RSD3 NFS 3 LBL3 NFS 3 LBL 3 NFS 10 GF 6 SSG 6 SSG 6 SSG ROCK MULCH (TYP.) VE SEEDING SHRUBS CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING AH 11 ANNABELLE HYDRANGEA Hydrangea arborescens `Annabelle` 5 gal 36" HGT 48" o.c. AD 37 ARCTIC FIRE DOGWOOD Cornus sericea `Artic Fire`5 gal 36" HGT 48" o.c. CD 41 CARDINAL DOGWOOD Cornus sericea `Cardinal`10 gal 48"HGT 120" o.c. DH 52 DWARF BUSH HONEYSUCKLE Diervilla lonicera 5 gal 18" HGT 36" o.c. DEV 1 DWARF EUROPEAN VIBURNUM Viburnum opulus `Nanum`5 gal 36" HGT 48" o.c. GC 36 GLOSSY BLACK CHOKEBERRY Aronia melanocarpa elata 10 gal 48"HGT 60" o.c. GF 10 GRO-LOW FRAGRANT SUMAC Rhus aromatica `Gro-Low`5 gal 24" SPRD 48" o.c. NAV 37 NANNYBERRY VIBURNUM Viburnum lentago 10 gal 48"HGT 60" o.c. NFS 27 NEON FLASH SPIREA Spirea japonica `Neon Flash`5 gal 36" HGT 36" o.c. GRASSES CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING FG 15 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster`1 gal 24" o.c. SSG 39 SHENANDOAH SWITCH GRASS Panicum virgatum `Shenendoah`1 gal 36" o.c. LBL 12 THE BLUES LITTLE BLUESTEM Schizachyrium scoparium `The Blues` 1 gal 18" o.c. PERENNIALS CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING RSD 34 RUBY STELLA DAYLILY Hemerocallis x `Ruby Stella`1 gal 24" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SEED 2 MNDOT NATIVE SEED MnDOT Seed Mix 34-261 Riparian South & West SM 1 STONE MULCH CRUSHED GRAY ROCK 1/4" MINUS 3"- 4" DEPTH SEED TURF SEED MnDOT Seed Mix 25-151 High Maintenance Turf PLANT SCHEDULE N SCALE IN FEET 0 20 40 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 12/14/2020 REV. CITY SUBMITTAL 12/28/2020 REV. CITY SUBMITTAL CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Chad E. Feigum - LA 46508 019758.0A VJV CEF CEF CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 12 /23 / 2020 3:26 PMW:\2019\19758A\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-2 FOUNDATION PLANTINGSOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Chad E. Feigum - LA 46508 10/07/2020 10/07/2020 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 C4-2 WATERMAIN PLAN C4-3 WATERMAIN PLAN NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED DECEMBER 13, 2019. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call FOUNDATION PLANTINGS L1-2 GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND / OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB / GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND / OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. REFER TO SHEET L1-1 FOR OVERALL PLANTING PLAN, IRRIGATION NOTES, AND LANDSCAPE REQUIREMENTS BASED ON CITY CODE AND ADDITIONAL REQUIREMENTS. REFER TO SHEET L2-1 FOR FULL PLANT SCHEDULE, PLANTING NOTES, AND PLANTING DETAILS. DECIDUOUS TREES CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BL 17 BOULEVARD LINDEN Tilia americana `Boulevard`B & B 2.5"Cal CH 7 COMMON HACKBERRY Celtis occidentalis B & B 2.5"Cal KC 6 KENTUCKY COFFEETREE Gymnocladus dioica B & B 2.5"Cal PE 10 PRINCETON ELM Ulmus americana `Princeton`B & B 2.5"Cal RB 10 RIVER BIRCH CLUMP Betula nigra B & B 5` HGT QB 20 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal EVERGREEN TREES CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE BS 7 BLACK HILLS SPRUCE FULL FORM Picea glauca `Densata`B & B 6` HGT CSP 9 COLORADO SPRUCE Picea pungens B & B 5` HGT NOP 4 NORWAY PINE FULL FORM Pinus resinosa B & B 6` HGT ORNAMENTAL TREES CODE QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE FVB 11 FOX VALLEY BIRCH Betula nigra `Little King` TM B & B 5` HGT SSC 7 SPRING SNOW CRABAPPLE Malus x `Spring Snow`B & B 1.5"Cal SHRUBS CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING AH 11 ANNABELLE HYDRANGEA Hydrangea arborescens `Annabelle` 5 gal 36" HGT 48" o.c. AD 37 ARCTIC FIRE DOGWOOD Cornus sericea `Artic Fire`5 gal 36" HGT 48" o.c. CD 41 CARDINAL DOGWOOD Cornus sericea `Cardinal`10 gal 48"HGT 120" o.c. DH 52 DWARF BUSH HONEYSUCKLE Diervilla lonicera 5 gal 18" HGT 36" o.c. DEV 1 DWARF EUROPEAN VIBURNUM Viburnum opulus `Nanum`5 gal 36" HGT 48" o.c. GC 36 GLOSSY BLACK CHOKEBERRY Aronia melanocarpa elata 10 gal 48"HGT 60" o.c. GF 10 GRO-LOW FRAGRANT SUMAC Rhus aromatica `Gro-Low`5 gal 24" SPRD 48" o.c. NAV 37 NANNYBERRY VIBURNUM Viburnum lentago 10 gal 48"HGT 60" o.c. NFS 27 NEON FLASH SPIREA Spirea japonica `Neon Flash`5 gal 36" HGT 36" o.c. GRASSES CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING FG 15 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster`1 gal 24" o.c. SSG 39 SHENANDOAH SWITCH GRASS Panicum virgatum `Shenendoah`1 gal 36" o.c. LBL 12 THE BLUES LITTLE BLUESTEM Schizachyrium scoparium `The Blues` 1 gal 18" o.c. PERENNIALS CODE QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FIELD3 SPACING RSD 34 RUBY STELLA DAYLILY Hemerocallis x `Ruby Stella`1 gal 24" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SEED 2 MNDOT NATIVE SEED MnDOT Seed Mix 34-261 Riparian South & West SM 1 STONE MULCH CRUSHED GRAY ROCK 1/4" MINUS 3"- 4" DEPTH SEED TURF SEED MnDOT Seed Mix 25-151 High Maintenance Turf PLANT SCHEDULE 05/19/2020 CITY SUBMITTAL 07/13/2020 REV. CITY SUBMITTAL 08/17/2020 REV. CITY SUBMITTAL 12/14/2020 REV. CITY SUBMITTAL 12/28/2020 REV. CITY SUBMITTAL CONSTR U C T I O N NOT FOR C1-1 EXISTING CONDITIONS C2-1 C1-2 SITE PLAN SWPPP C3-3 SWPPP DETAILS C3-2 GRADING PLAN DEMOLITION PLAN C3-1 C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Chad E. Feigum - LA 46508 019758.0A VJV CEF CEF CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com Plotted: 12 /23 / 2020 2:40 PMW:\2019\19758A\CADD DATA\LANDSCAPE\_dwg Sheet Files\L2-1 LANDSCAPE DETAILSOUCKSL CADD QUALIFICATION QUALITY CONTROL PROFESSIONAL SIGNATURE SUBMITTAL/REVISIONS NELSON INTERNATIONAL 10409 CO RD NO 101 CORCORAN, MN 55311 MARCUS CONSTRUCTION 2580 HWY 12 E WILLMAR, MN 56201 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Chad E. Feigum - LA 46508 10/07/2020 10/07/2020 LANDSCAPE PLAN FOUNDATION PLANTINGS L1-1 L1-2 LANDSCAPE DETAILSL2-1 C4-2 WATERMAIN PLAN C4-3 WATERMAIN PLAN LANDSCAPE DETAILS L2-1 PERENNIAL PLANTING SCALE: 3/4" = 1'-0"Perennial.Dwg LOOSEN ROOTS OF PLANT MATERIAL PRIOR MULCH - 3" MIN. DEPTH - SEE NOTES OR SPECS. EDGER - SEE NOTES OR SPECS. 12" DEPTH (MIN). LOAM PLANTING SOIL - SEE NOTES OR SPECS. VARIES SEE PLAN TO PLANTING EDGE VARIES - SEE PLAN 4 L2-1 REFER TO PLAN 18" MIN. SCALE: 3/4" = 1'-0" SHRUB PLANTING DETAIL SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. MULCH - 3" DEPTH - SEE NOTES OR SPEC. LANDSCAPE FABRIC - SEE NOTES OR SPEC. EDGING MATERIAL - SEE NOTES OR SPEC. EDGE VARIES - REFER TO PLAN PLANTING SOIL - SEE NOTES OR SPEC. LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING BUILDING WALL (TYP) 3 L2-1 LANDSCAPE INSTALLATION: COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING PERENNIALS, GROUND COVER, ANNUALS, AND / OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF 5 PARTS CLEAN TOPSOIL AND 1 PART PEAT. SHRUBS AND TREES TO BE BACKFILLED WITH SAME PLANTING SOIL. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. BLACK POLY EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SEED UNLESS NOTED OTHERWISE. ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP STONE MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP STONE MULCH AND FIBER MAT WEED BARRIER. SHRUB BEDS WITHIN NATIVE PLANTING AREAS SHALL RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND STONE MULCH AS SPECIFIED / INDICATED ON DRAWING OR IN SPECIFICATION. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND / OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE / PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (TWO FULL GROWING SEASONS) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. REFER TO SHEET L1-1 FOR PLANTING PLAN, PLANTING LABELS, GENERAL NOTES, AND IRRIGATION NOTES. Deciduous Tree.DWG DECIDUOUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" 2x ROOT BALL WIDTH CONTRACTOR IS RESPONSIBLE FOR TESTINGPERCOLATION RATES PRIOR TO PLANTING.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) MULCH - 4" DEEP. NO MULCH IN CONTACTWITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE. SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP WATER TREE THOROUGHLY DURING PLANTINGOPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACTMORE THAN NECESSARY TO MAINTAIN PLUMB. CUT BACK WIRE BASKET PRUNE DAMAGED AND CROSSING BRANCHESAFTER PLANTING IS COMPLETE. THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING ISSUGGESTED, BUT NOT REQUIRED. ANY STAKINGMUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES BACKFILL WITH IN SITU TOPSOIL 1 L2-1 Coniferous Tree.DWG CONIFEROUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" 2 x ROOT BALL WIDTH THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP SAFETY FLAGGING - ONE PER WIRE BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ROOT BALL SET ON UNDISTURBED SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. 2 L2-1 1 1 AA II 7 7 JJ BB DD EE GG HH74' - 0"46' - 0"153' - 0"100' - 0"53' - 0" 6 6 5 5 4 4 3 3 2 2 25' - 0"30' - 0"25' - 0"25' - 0"25' - 0"23' - 0"28' - 0"18' - 0"18' - 0"18' - 0" 18' - 0" 25' - 0"28' - 0" 8 8 9 9 10 10 11 11 18' - 0"21' - 0"19' - 0"20' - 0"14' - 0"17' - 4"28' - 8"TRUCK DOCK 12' - 0"12' - 0"12' - 0"13' - 0"12' - 0"12' - 0"14' - 0"18' - 0"5' - 4"12' - 0"3.4 66' - 0"14' - 0" 1 1 2 2 2 2 2 2 2 2 32 4 4 138' - 0"CC 120' - 0"6' - 0"21' - 0"19' - 0"9' - 0"11' - 0"14' - 0"17' - 4"7' - 8"21' - 0"6' - 0"FF17' - 4"A401 1 A401 2 SALES 102 SALES 104 SALES 106 CLOSET 103 CLOSET 105 CLOSET 107 GM OFFICE 108 STORAGE/ SERVER 111 BUSINESS OFFICE 112 PARTS MANAGER 116 PHONE ROOM 117 SERVICE MANAGER 125 SERVICE AREA 124 SHOWROOM 101 MEN'S RESTROOM 109 WOMEN'S RESTROOM 110 WC 120 WC 121 CUSTODIAL 122 PARTS STORAGE 113 TOOL ROOM 119 SERVICE BAYS 126 8' - 6"11' - 0"13' - 6"14' - 0"14' - 0"13' - 0"12' - 0"13' - 0"12' - 0"13' - 0"12' - 0"11' - 0"10' - 8"14' - 4"18' - 0"18' - 0"18' - 0"18' - 0"21' - 6"16' - 6" 12' - 0"12' - 0"11' - 0"55' - 0"40' - 0"14' - 0"10' - 6"10' - 6"7' - 6"48' - 10"14' - 8"18' - 0"18' - 0"18' - 0"18' - 0"8' - 1"113C 113D 113E 118 116A 117A 102 104 106 108 112A 103 105 107 116B W4 W4 W4 W4 111 101A W1 101B W1 W1 W1 W1 W1 W1 101C W1 W1 W1 126A 126B 126C 126D 126E 126F101D 123 119 126G 126H 126I 126J 126K 126L 113F 117B 113A 113B 112B 4' - 6"CUSTOMER SERVICE 115 PARTS INVENTORY 123 PARTS INVENTORY 118 LOADING 114 5 6 7 114 32 32 32 32 32 32 32 W3 A402 17' - 9"100' - 0" F.F. EL. 99' - 7" 99' - 5" 100' - 0" 100' - 0" F.F. EL. 10 17 1717 17 17 1717 96' - 0" 1718 18 18 11 12 12 12 1213 13 S6 S5 S5 S6 S5 S5 4 A301 5 A301 9 A301 2 A302 1 A302 4 A302 5 A302 21 15 115 8' - 0"6' - 2" 10 A301 5' - 3"5' - 9"5' - 9"6' - 3" A406 1 A406 5 A406 9 12 12 13 13 14 14 1 1 2 3 1 WASH BAY 127 MAINTENANCE BAY 128 127C 128D 128E 128C 127A 128A 8 9 127B 3 4 1 17 17 17 18 18 5' - 0"47' - 0"16' - 0"47' - 0"5' - 0"14 15 1213 1213 12121313 15 M1 M1 S5 S5 16 7 A301 306' - 0" 4 4 19 20 9' - 9"5 3 A302 25 128B 1 1 AA II 7 7 BB DD EE GG HH 6 6 5 5 4 4 3 3 2 2 30' - 0" 13' - 4"12' - 6"12' - 6"23' - 0"6' - 0"12' - 0"18' - 0"116' - 6" F.F. EL. CC 153' - 0"120' - 0"74' - 0"46' - 0"120' - 0"105' - 0"48' - 0" FF A403 1 BREAKROOM 210 WOMEN'S LOCKER 207 MEN'S LOCKER 209 CONFERENCE ROOM 201 OFFICE 203 OFFICE 204 CUSTOMER LOUNGE 205HALL 202 A401 5 PARTS STORAGE 206 HALL 208 8' - 8" 201 202 203 204 206A 206B W3 W3 W3 W3 W2 W2 W2 W2 W2 W2 W2 W2 23 22 S6 S5 1 A302 1' - 3"1' - 10"4 A302 5 A302 OPEN TO BELOW 10 A301 A406 2 A406 6 24 24 249' - 6"SCALE 1/16" = 1'-0"A101 1 00 100/FLOOR PLAN www.MarcusConstruction.com2580 Hwy 12 E | Willmar, MN 56201Date:PRELIMINARYFOR REVIEW ONLYDO NOT USE FORCONSTRUCTIONTHIS SHEET MAY BE A REDUCED COPY. THE BAR BELOW IS 2" LONG ON A FULL SIZE SHEET. DRAWING SCALES APPLY TO FULL SIZE SHEETS. Confidential and Proprietary: This drawing is intended only for the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any review or distribution by others is strictly prohibited. If you are not the intended recipient you should not disseminate, distribute, or copy this drawing. Please contact the sender and destroy all copies. Job Number: Revision: Version: ARCH D (24"x36") PRINTED: Drafter: BIM 360://Nelson International/Nelson_International@Corcoran_MN_Ver2(2020.10.19).rvt 12/26/2020 8:48:45 PM 201933 5 20201226Nelson International10409 Co Rd No 101, Corcoran, MN 55374A101 Floor Plan 2 B.L. Keynote Legend KEY #KEYNOTE 1 HOSE BIB 2 110 POWER 3 AIR 4 WELDER OUTLET 5 EYEWASH STATION 6 WASH SINK 7 MECHANICS COMPUTER 8 SERVICE PIT 9 FULL-HEIGHT DIVISION WALL FOR NATURAL GAS CERTIFICATION 10 ADA COMPLIANT HIGH LOW DRINKING FOUNTAINS 11 SERVICE COUNTER 12 PREFABRICATED FRENCH DRAIN 13 SUMP, SEE PLUMBING PLAN 14 SAND/OIL PIT, SEE PLUMBING PLAN 15 METAL STAIR 16 M1 WALL UP TO 116" - 0", SEE A602 17 6'x6' FROST PROTECTED STOOP 18 8" THICK CONCRETE APRON 19 6' HIGH MAINTENANCE FREE FENCING (16'x44') 20 6' HIGH MAINTENANCE FREE FENCING (16'x60') 21 6' HIGH MAINTENANCE FREE FENCING (8'x16') 22 BUILDING COLUMN 23 SOUND CURTAIN FOR AIR COMPRESSOR 24 WALL MOUNTED TELEVISION 25 6' HIGH MAINTENANCE FREE FENCING (10'x16') SCALE 1/16" = 1'-0"A101 2 2ND FLOORN 4 1 1 1 1 1 1 STANDING SEAM ROOF PANELS4' x 4' FRAMED OPENING, TYPICAL, VERIFY WITH MECHANICAL DRAWINGS 2 3 1 1 4 3 3 A301 12 3 128' - 0" 116' - 0" 1 2 100' - 0" 107' - 6" 128' - 0" 104' - 0" 100' - 0" 116' - 0" 100' - 0" 1" 1'-0" 3/8" 1'-0" 3/8" 1'-0" 211 3 4 3 3 21 3 4 1 104' - 0" 4' x 4' FRAMED OPENING, VERIFY WITH MECHANICAL DRAWINGS 1 4 4 3 33 1 1 1 1 1 4 STANDING SEAM ROOF PANELS4' x 4' FRAMED OPENING, TYPICAL, VERIFY WITH MECHANICAL DRAWINGS 3 4 3 22 2 2 3 1 128' - 0" 116' - 0" 104' - 0" 100' - 0" 1 A301 13 1 4 2 3 116' - 0" 104' - 0" 100' - 0" 128' - 0" 1" 1'-0" 21 3 4' x 4' FRAMED OPENING, VERIFY WITH MECHANICAL DRAWINGS4 4 3 1 3 3 3 ELEVATION TEXTURECLAD PERCENTAGETOTAL AREA (LESS OH DOORS) MATERIAL USAGE EAST NORTH WEST SOUTH TOTAL AREA 8,568 SF 3,800 SF 7,000 SF 3,491 SF 6,856 SF 3,800 SF 635 SF 436 SF 861 SF 495 SF 9.0% 12.4% 12.5% 13.0% 8,568 SF 3,800 SF www.MarcusConstruction.com2580 Hwy 12 E | Willmar, MN 56201Date:PRELIMINARYFOR REVIEW ONLYDO NOT USE FORCONSTRUCTIONTHIS SHEET MAY BE A REDUCED COPY. THE BAR BELOW IS 2" LONG ON A FULL SIZE SHEET. DRAWING SCALES APPLY TO FULL SIZE SHEETS. Confidential and Proprietary: This drawing is intended only for the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any review or distribution by others is strictly prohibited. If you are not the intended recipient you should not disseminate, distribute, or copy this drawing. Please contact the sender and destroy all copies. Job Number: Revision: Version: ARCH D (24"x36") PRINTED: Drafter: BIM 360://Nelson International/Nelson_International@Corcoran_MN_Ver2(2020.10.19).rvt 12/26/2020 8:49:06 PM 201933 5 20201226Nelson International10409 Co Rd No 101, Corcoran, MN 55374A201 Exterior Elevations 2 B.L. SCALE 3/32" = 1'-0"A201 1 East SCALE 3/32" = 1'-0"A201 2 North SCALE 3/32" = 1'-0"A201 3 West SCALE 3/32" = 1'-0"A201 4 South External Elevations Keynote Legend KEY #KEYNOTE 1 TEXTURECLAD - COLOR: GRAY 2 NS-1 MEDIUM GRAY (SW 4030) 3 EIFS - COLOR: NS-2 DARK GRAY (SW 4018) 4 EIFS - COLOR: NS-3 LIGHT GRAY (SW 4028) www.MarcusConstruction.com2580 Hwy 12 E | Willmar, MN 56201Date:PRELIMINARYFOR REVIEW ONLYDO NOT USE FORCONSTRUCTIONTHIS SHEET MAY BE A REDUCED COPY. THE BAR BELOW IS 2" LONG ON A FULL SIZE SHEET. DRAWING SCALES APPLY TO FULL SIZE SHEETS. Confidential and Proprietary: This drawing is intended only for the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Any review or distribution by others is strictly prohibited. If you are not the intended recipient you should not disseminate, distribute, or copy this drawing. Please contact the sender and destroy all copies. Job Number: Revision: Version: ARCH D (24"x36") PRINTED: Drafter: BIM 360://Nelson International/Nelson_International@Corcoran_MN_Ver2(2020.10.19).rvt 12/26/2020 8:49:07 PM 201933 5 20201226Nelson International10409 Co Rd No 101, Corcoran, MN 55374A901 Perspectives 2 B.L. NORTHEAST SITE PERSPECTIVE NORTH SITE PERSPECTIVE SOUTHWEST SITE PERSPECTIVE NORTHWEST SITE PERSPECTIVE PRINTS ARE THE EXCLUSIVE PROPERTY OF MC GROUP/ICON. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF MC GROUP/ICON. CLIENT: ADDRESS: P.O. NUMBER: SITE NUMBER: ¡ ¡ ôñ¡ Òå ELECTRONIC FILE NAME: I Lj ' ' ?N=LJj3j3∂Íá∂[Ͷ∫∂[≠j: ∫s[Ͷ∫∂· j¡ ŠôŠ∑¯' ∫s∫[∂j¡ ŠôŠ∑¯' ∫s∫[∂¯I Ï PAGE NO. ¡ ŠôŠ∑Ë' ∫Û∂͸Ë∫[}Ë¡ Š¡ ' ∫s∫[∂zË<= ññÏ ¡ ¡ •∑∑∑∑ PROJECT NUMBER: PROJECT MANAGER: å¡ ¡ 0[∂¨≠¶∂Ë&[∂á· Rev #Req #Date/Artist Description Rev #Req #Date/Artist Description ¡ ŠôŠ∑ Original Rev. 1 Rev 2 Rev 3 327926 328174 328621 329058 07/09/20 KWK 07/13/20 KWK 07/31/20 KP 08/14/20 KP 1 SITE ADDRESS: 10409 County road 101 Corcoran, MN 55311-9999 PRINTS ARE THE EXCLUSIVE PROPERTY OF MC GROUP/ICON. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF MC GROUP/ICON. CLIENT: ADDRESS: P.O. NUMBER: SITE NUMBER: ¡ ¡ ôñ¡ Òå ELECTRONIC FILE NAME: I Lj ' ' ?N=LJj3j3∂Íá∂[Ͷ∫∂[≠j: ∫s[Ͷ∫∂· j¡ ŠôŠ∑¯' ∫s∫[∂j¡ ŠôŠ∑¯' ∫s∫[∂¯I Ï PAGE NO. ¡ ŠôŠ∑Ë' ∫Û∂͸Ë∫[}Ë¡ Š¡ ' ∫s∫[∂zË<= ññÏ ¡ ¡ •∑∑∑∑ PROJECT NUMBER: PROJECT MANAGER: å¡ ¡ 0[∂¨≠¶∂Ë&[∂á· Rev #Req #Date/Artist Description Rev #Req #Date/Artist Description ¡ ŠôŠ∑ Original Rev. 1 Rev 2 Rev 3 327926 328174 328621 329058 07/09/20 KWK 07/13/20 KWK 07/31/20 KP 08/14/20 KP 2 SITE PLAN N SIGN 2 SIGN 1 PRINTS ARE THE EXCLUSIVE PROPERTY OF MC GROUP/ICON. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF MC GROUP/ICON. CLIENT: ADDRESS: P.O. NUMBER: SITE NUMBER: ¡ ¡ ôñ¡ Òå ELECTRONIC FILE NAME: I Lj ' ' ?N=LJj3j3∂Íá∂[Ͷ∫∂[≠j: ∫s[Ͷ∫∂· j¡ ŠôŠ∑¯' ∫s∫[∂j¡ ŠôŠ∑¯' ∫s∫[∂¯I Ï PAGE NO. ¡ ŠôŠ∑Ë' ∫Û∂͸Ë∫[}Ë¡ Š¡ ' ∫s∫[∂zË<= ññÏ ¡ ¡ •∑∑∑∑ PROJECT NUMBER: PROJECT MANAGER: å¡ ¡ 0[∂¨≠¶∂Ë&[∂á· Rev #Req #Date/Artist Description Rev #Req #Date/Artist Description ¡ ŠôŠ∑ Original Rev. 1 Rev 2 Rev 3 327926 328174 328621 329058 07/09/20 KWK 07/13/20 KWK 07/31/20 KP 08/14/20 KP 3 16' D.F. ILLUMINATED PYLON ON ON A TELESCOPING POLE - (PANAFLEX FACE) SIGN 1 24.48 Sq. Ft. SCALE: 1/4"=1'-0"16'-0"7'-0"9'-0"4’-11 3/8”6’-6 1/2” PRINTS ARE THE EXCLUSIVE PROPERTY OF MC GROUP/ICON. THIS MATERIAL SHALL NOT BE USED, DUPLICATED, OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF MC GROUP/ICON. CLIENT: ADDRESS: P.O. NUMBER: SITE NUMBER: ¡ ¡ ôñ¡ Òå ELECTRONIC FILE NAME: I Lj ' ' ?N=LJj3j3∂Íáfi∂[Ͷ∫∂[≠j:∫s[Ͷ∫∂· j¡ ŠôŠ∑¯'∫fis∫fi[∂j¡ ŠôŠ∑¯'∫fis ∫fi[∂¯I Ï PAGE NO. ¡ ŠôŠ∑Ë'∫Û∂͸Ëfi∫[}Ë¡ Š¡ '∫fis∫fi[∂zË<= ññÏ ¡ ¡ •∑∑∑∑ PROJECT NUMBER: PROJECT MANAGER: å¡ ¡ 0fi[∂¨≠¶∂Ë&[fi∂á· Rev #Req #Date/Artist Description Rev #Req #Date/Artist Description ¡ ŠôŠ∑ Original Rev. 1 Rev 2 Rev 3 327926 328174 328621 329058 07/09/20 KWK 07/13/20 KWK 07/31/20 KP 08/14/20 KP 4 EAST ELEVATION (FACING 101) SCALE: 1/16"=1'-0" SIGN 2 236.7 Sq. Ft. 1'-3/8"2'-0" 2'-0"14 3/8"7'-0"2" OPTIONAL STANTION LIGHTING TYPE: CUSTOM WLNL-7 / DNNL-24 / NL-24 NON-ILLUMINATED DIAMOND LOGO WALL SIGN & NON-ILLUMINATED INDIVIDUAL LETTERS SCALE: 1/4"=1'-0" NOTE: CENTER BETWEEN DOWN SPOUTS DOWN SPOUT OBSTRUCTION N O R T H C E N T R A L 25'-11-1/8" 1'-6"2'-8"2'-8"33'-9-13/16" NORTH CENTRAL 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel:: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 8b. TO: Corcoran City Council FROM: T.J. Hofer through Kendra Lindahl, Landform DATE: January 20, 2021 for the January 28, 2021 City Council Meeting RE: PUBLIC HEARING. Easement Vacation for Nelson International (PID 01-119-23-41-0001) (city file no. 20-022) REVIEW DEADLINE: February 20, 2021 1.Description of Request The applicant Ryan Nelson, on behalf of Nelson International, submitted a request for the vacation of drainage and utility easements over Lot 1, Block 5, Bellwether 2nd Addition. 2. Background This parcel was platted as part of the Bellwether 2nd Addition subdivision and a drainage and utility easement was provided over the wetland on the west side of Lot 1, Block 5. The City typically requires drainage and utility easements over all wetlands and wetland buffers. As part of the Nelson site plan application, the applicant applied for a wetland replacement plan with the Minnesota Wetland Conservation Act (MWCA), which was approved by the Elm Creek Watershed Management Commission (ECWMC) on November 4, 2020. This replacement plan allowed them to fill wetland and build a portion of the parking lot over that area. 3.Analysis The easement is requested to be vacated because the boundary of the wetland changed with the approved wetland mitigation plan. The change resulted in the parking lot encroaching on the easement area and this vacation will eliminate that conflict. As part of the vacation, the application would provide a new easement over this area as well as over the planned stormwater ponds. The new easement will align with the new wetland buffers. Resolution 2021-09 requires dedication of these new easements. The city planner and city engineer have reviewed the request and have no objection to the vacation. 4.Recommendation Move to adopt Resolution 2021-08 approving the easement vacation on Lot 1, Block 5, Bellwether 2nd Addition. Nelson International LLC (20-022) 2 January 28, 2021 Attachments 1. Resolution 2021-08 approving the easement vacation for Lot 1, Block 5, Bellwether 2nd Addition. 2. Easement vacation exhibit dated December 22, 2020 3. Drainage and Utility Easement dated December 22, 2020 City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-08 Page 1 of 3 Motion By: Seconded By: APPROVING VACATION OF DRAINAGE AND UTILITY EASEMENT ON LOT 1, BLOCK 5, BELLWETHER 2ND ADDITION (PID 01-119-23-41-0001) (CITY FILE NO. 20-022) WHEREAS, Ryan Nelson on behalf of Nelson International (“the applicant”) has requested approval of an easement vacation on the lot legal described as: Lot 1, Block 5, Bellwether 2nd Addition WHEREAS, the subdivision will provide a new drainage and utility easement over this large wetland, wetland buffer and stormwater ponds to replace this easement as required by City Code; WHEREAS, the applicant has requested vacation of the existing easement legally described as follows: See Attachment A. WHEREAS, the Corcoran City Council considered this item at a Public Hearing; WHEREAS, notice of the public hearing was mailed to all landowners of property directly abutting the area to be vacated and to all utility companies serving the area; WHEREAS, notice of the public hearing was published in the official newspaper; WHEREAS, the City finds that the existing drainage and utility easements are no longer required as new easements will be dedicated with this resolution; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the following vacation, subject to the following conditions: 1. The applicant must record the resolution approving the vacation at Hennepin County and provide the City of Corcoran with proof of recording. 2. The applicant must record the resolution approving the vacation prior to applying for building permits on the site. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Bottema, Jon Bottema, Jon Thomas, Manoj Thomas, Manoj Nichols, Jeremy Nichols, Jeremy Schultz, Alan Schultz, Alan City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-08 Page 2 of 3 Whereupon, said Resolution is hereby declared adopted on this 28th day of January 2021. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Jessica Beise – Administrative Services Director City of Corcoran January 28, 2021 County of Hennepin State of Minnesota RESOLUTION NO. 2021-08 Page 3 of 3 Attachment A NSCALE IN FEET0200Loucks Project No. 19758ALicense No. DateI hereby certify that this survey, plan or report was prepared by me or under my directsupervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota.Max L. Stanislowski - PLS4898812/22/20EXHIBITPROPOSED DRAINAGE & UTILITY EASEMENT DESCRIPTIONDecember 22, 2020That part of Lot 1, Block 5, BELLWETHER 2ND ADDITION, Hennepin County, Minnesota, lying westerly, southerly andnortherly of the following described line:Commencing at the northeast corner of said Lot 1; thence on an assumed bearing of South 89 degrees 50 minutes 25seconds West, along the north line of said Lot 1, a distance of 523.94 feet to the point of beginning of the line to bedescribed; thence South 25 degrees 46 minutes 15 minutes East, 55.45 feet; thence North 89 degrees 50 minutes 26seconds East, 94.60 feet; thence South 03 degrees 28 minutes 14 seconds West, 119.46 feet; thence North 88 degrees47 minutes 40 seconds West, 66.50 feet; thence South 01 degree 18 minutes 58 seconds West, 40.16 feet; thence South11 degrees 55 minutes 45 seconds West, 111.53 feet; thence South 69 degrees 49 minutes 04 seconds East, 85.20 feet;thence South 03 degrees 40 minutes 21 seconds East, 126.70 feet; thence South 01 degree 12 minutes 17 seconds East,94.88 feet; thence South 39 degrees 30 minutes 07 seconds West, 9.20 feet; thence South 02 degrees 12 minutes 06seconds East, 132.70 feet; thence South 01 degree 26 minutes 02 seconds West, 135.98 feet; thence South 89 degrees47 minutes 29 seconds West, 308.76 feet to a west line of said Lot 1 and said line there terminating.W:\2019\19758A\CADD DATA\SURVEY\_dwg Sheet Files\19758A-HE-EXH_D&U OUCKSLProposed Drainage & UtilityEasement Area 595,571 ± Sq. Ft.P.O.C. Denotes Point ofCommencementP.O.B. Denotes Point ofBeginning 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 www.landform.net Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC. Agenda Item: 8c. TO: Corcoran City Council FROM: T.J. Hofer through Kendra Lindahl, Landform DATE: January 20, 2021 for the January 28, 2021 City Council Meeting RE: PUD Sketch Plan Review for Van Blaricom and Schober properties for “Bellwether” (PID 01- 119-23-34-0002 and 01-119-23-43-0002) (city file no. 20-050) REVIEW DEADLINE: February 20, 2021 1.Description of Request The applicant (Pulte Homes of Minnesota, LLC) is requesting an opportunity to appear before the City Council to solicit informal comments on a PUD sketch plan for a proposed 193 single family housing units--176 units on the Van Blaricom property and 17 units on the Schober property. The application has two separate areas for development, the Van Blaricom property (PID 01-119-23- 34-0002) to the east of the Bellwether development and the Schober property (PID 01-119-23-43- 0002), which was platted as part of the Bellwether development and planned for future development. A portion of this development area will be included as part of the Bellwether development and portion will be a separate, distinct single family neighborhood. 2. Background Bellwether (originally Encore) is an active adult neighborhood developed by Pulte under the Del Webb brand. Bellwether is a multiphase development that has received final approval for five out of six phases approved at this time. The Bellwether development was approved with a parks plan that included a large open space park and a smaller neighborhood park in the development near the southwest corner of the proposed Van Blaricom development. 3. Context Zoning and Land Use The site is zoned RSF-2 (Single Family Residential 2) for the Van Blaricom property and zoned PUD for the Schober property. The Comprehensive Plan designates the properties as Low Density Residential. Surrounding Properties All the surrounding properties are in the MUSA (Metropolitan Urban Service Area). Bellwether Expansion and Van Blaricom Residential Development (20-050) 2 January 28, 2021 The property to the east and south are part of the Bellwether development and are guided Low Density Residential and zoned PUD (Planned Unit Development). The properties to the north and west are guided Existing Residential and are zoned UR (Urban Reserve) and PUD as part of Bellwether. Natural Characteristics of the Site The west side of the Van Blaricom property has a large emergent wetland that leads into the center of the property according to the Natural Resource Inventory Areas map (Map 1-7) in the Comprehensive Plan. A portion of the site is also located in the FEMA floodplain. 4. Analysis Environmental Review An Environmental Assessment Worksheet (EAW) was completed in 2018 for the original Bellwether project. This parcel was planned to be part of the project and was not included in the EAW. This concept plan project does not meet the threshold to require an EAW by itself and when combined with the approved Bellwether project would not rise to the threshold for an Environmental Impact Statement (EIS), but could be considered a Phased Action under Minnesota Rules 4410.0200, subpart 60 (E). Staff finds that an EAW would not be required, but we recommend reviewing this new concept plan against the completed EAW and preparing a new infrastructure feasibility study. The Council would review and accept these documents prior to allowing the applicant to proceed with a formal plat/PUD application. Wenck has used this process in other similar circumstances and we believe this is consistent with the intent of the EQB rules. Under Minnesota Environmental Review Program rules, the City is the governmental unit responsible for preparing this EAW and determining whether the project has the potential for significant environmental effects. Staff has reached out to the EQB staff to confirm this approach and will provide an update on the process at the Council meeting. Sketch Plan The sketch plan shows 193 single family housing units (a mix of villa units that will be part of Bellwether and traditional single family detached homes) on approximately 77 acres. The applicant has indicated that the project would be developed in two phases. The developer will be required to submit a phasing plan with the preliminary PUD development plan. Proposed PUD Uses The applicant has not provided a proposal for what the framework for the PUD might be. As part of the development would be an extension of the Bellwether development, staff expects that the applicant will request approval to amend the Bellwether PUD to incorporate the new villas into the existing homeowner’s association. Bellwether Expansion and Van Blaricom Residential Development (20-050) 3 January 28, 2021 Lot Standards and Setbacks The sketch plan shows villas that will be marketed to a 55+ age buyer. These villas are connected to the Bellwether development by street extensions from 102nd Place and 103rd Avenue. The development on the south side of the Van Blaricom property will be incorporated into the existing PUD and will be managed by a homeowner’s association. The sketch plan also shows single family homes that are not connected to the Bellwether development. These lots will have separate access from Stieg Road. These homes will not be part of the Bellwether HOA. The applicant does not indicate in their submittal which zoning district they would prefer to use to evaluate the lot standards proposed. Previously, the Bellwether development used the RSF-3 (Residential Single Family 3) lot standards as the framework for the PUD. The proposed lot standards for the 17 units on 44-ft. wide lots on the Schober property and the 104 villas on the south side of the Van Blaricom are the same as those approved for the rest of the adult active living lots in Bellwether. Proposed Existing RSF-2 (single family) zoning (Van Blaricom) Bellwether PUD (Schober) Minimum lot area unknown 7,500 sq. ft. 5,000 sq. ft. Minimum lot width 44-foot villa lots 65 feet 44-foot villa lots Minimum Principal Structure Setbacks: Front, From Major Roadways* 100 feet 100 feet 100 feet Front, From all other streets 20 feet primary 20 feet 20 feet Side (living) 5 feet 10 feet 5 feet Side (garage) 5 feet 5 feet 5 feet Rear 20 feet 30 feet 20 feet Maximum Principal Building Height unknown 35 feet 35 feet Driveway Width 22 feet 22 feet 22 feet The proposed single family housing development on the Van Blaricom shows a total of 72 units of single family housing units are proposed on 65-ft. wide lots. Bellwether Expansion and Van Blaricom Residential Development (20-050) 4 January 28, 2021 Proposed RSF-2 (single family) Minimum lot area unknown 20,000 sq. ft. Minimum lot width 65-foot single family lots 80 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* 100 feet 100 feet Front, From all other streets 20 feet 20 feet Side 7.5 feet 10 feet/5 feet garage Rear 30 feet 30 feet Maximum Principal Building Height unknown 35 feet The applicant will require PUD flexibility for the lot width as 65-foot lots are proposed where 80-foot lots would usually be required. Utilities The applicant’s narrative does not state how utilities would be provided to the homes. Municipal water is not currently available to the site. The Bellwether development has access to water from the City of Maple Grove, however, the agreement that allowed this does not extend to the proposed development. The City Administrator has met with the City of Maple Grove, and the City of Maple Grove has stated it would be open to moving where the water is needed in Bellwether and could be open to expanding water service. The site can obtain sanitary sewer service from the Bellwether development. This issue would be evaluated as part of the feasibility study. The City Engineer also notes that the site is a water tower search site. The available sites for water tower development were identified in a feasibility study and two were identified, one of which is in the southwest corner of the Van Blaricom property. This would be evaluated as part of the feasibility study. Transportation and Access The street extensions from Bellwether show a mix of 50- and 60-foot street rights-of-way. This complies with the approved Bellwether plans and resolutions and City standards. Access to the new villas would be from an extension of the existing roads within the Bellwether development. Access is proposed for the new single family homes with two new curb cuts off Stieg Road. Public Works has indicated they would prefer to see the eastern access point for the development moved further east along Stieg Road as a future connection when the parcel to the east develops. This would provide more spacing and would increase safety for turning motorists. The area across Stieg Road from the development is guided as Mixed Use and will likely create a larger amount of traffic in the area when developed. Staff suggests that the current southern entrance to the development remain as temporary access until the time that the small triangular parcel is developed. The future access on this property should be ghost platted to show where the connection will be made. Bellwether Expansion and Van Blaricom Residential Development (20-050) 5 January 28, 2021 If this project proceeds forward, the City will require the applicant to upgrade Stieg Road in front of the subdivision. The Council will want to discuss the potential to complete the remaining road improvements out to CR 116 as part of that project. This would be analyzed as part of the transportation feasibility study that would be completed as part of the review of the approved EAW. Stormwater The sketch plan shows several stormwater ponds. Stormwater appears to be manageable without off- site improvements. Public Safety Public Safety has no comment on the sketch plan, but supports the Public Works recommendation regarding access. Wetlands The wetland delineation has been completed. ECWMC is the LGU for the Wetland Conservation Act and they have reviewed and approved the delineation. The subject wetlands are ranked on the National Resource Communities Quality Rankings map as medium quality. There are wetlands that are not shown on that map that were identified during the delineation, the applicant should complete a MNRAM study to determine wetland quality. The sketch plan appears to identify wetland buffers and setbacks, but not enough information is provided to review at this time. If mitigation occurs, a mitigation plan must be submitted for review and approval and Elm Creek Watershed District approval must be obtained. All wetlands must be blanketed by a drainage and utility easement. Landscaping No landscape plan was provided with the concept plan, but staff notes that a well-designed landscape is an important part of this project to ensure transitions between potentially conflicting land uses (single family homes and higher density development planned on the adjacent property). We will review the landscape plan with the development plan submittal for compliance with the ordinance standards. The developer may wish to provide an upgraded landscape plan as one of the PUD benefits. In the previous approval street trees were allowed in the right-of-way on streets with a 60-ft. right-of- way and were required to be placed outside of the right-of-way on streets with 50-ft. right-of-ways. Staff recommends this condition be applied to the future landscape plans. Parks and Trails The sketch plan is correctly showing sidewalks on one side of all public streets. The sketch plan shows trails leading west from the future city park then leading north along the west side of the Van Blaricom property. Trails are planned to wind through the site. The City requires an 8-foot wide trail in a 20-foot wide easement. The trail plan should allow the public to use the public trails to get through the site and Bellwether Expansion and Van Blaricom Residential Development (20-050) 6 January 28, 2021 to/from the proposed public park in the center of the site. The trail plan is generally consistent with the City’s trail plan adopted as part of the Comprehensive Plan. Three Rivers Park District is continuing to work to finalize the alignment of the Diamond Lake Regional Trail corridor and has expressed a desire extend that trail through the Van Blaricom property. Staff will continue to work with the applicant, the TRPD and the Parks and Trails Commission to finalize a trail alignment through this property. The TRPD trail is generally a 10-foot wide trail in a 20-foot easement. The sketch plan shows an area for a future neighborhood park that was initially part of the Bellwether approvals. The current concept does not appear to be consistent with the original approvals. The park is not intended to be a park exclusively for the residents in the Bellwether development and should be visible from the street. The original concept include a parking lot near the entrance which would serve both the neighborhood park and the open space park. Staff believes that several lots will need to be removed near the entrance to create a viable gateway into this park complex. Original Park Plan from Preliminary Approvals Proposed Van Blaricom Development Park dedication for this project would be reviewed by the Parks Commission with the preliminary plat application but would likely be a mix cash and land dedication for the park and public trail easements. However, the developer could suggest additional park land dedication or construction of the trails as one of the benefits of the PUD. The City should accept park dedication in the form of land where shown on the maps. The City may accept cash-in-lieu of land if park dedication requirements are not met by the trail dedication. Next Steps a. The EAW review/feasibility study will be completed for Council review and acceptance. b. If the applicant chooses to proceed with the application, they would need to submit applications for: Bellwether Expansion and Van Blaricom Residential Development (20-050) 7 January 28, 2021 i.Zoning Map Amendment ii.Preliminary Plat iii.Preliminary PUD Development Plan c.Then the applicant would submit applications for: i.Final Plat ii.Final PUD Development Plan While this is not the formal application, the Council should provide direction to the applicant so that they can decide whether to proceed with formal application. 5.Recommendation The applicant is requesting comments on this sketch plan. Any comments given by the City Council are advisory in nature and non-binding. While the comments are non-binding, the applicant will consider the comments from the City Council when they prepare their formal submittal. Attachments 1.Site Location Map 2.City Engineer’s Memo dated January 19, 2021 3.Applicant Narrative dated December 22, 2020 4.Concept Plans dated December 22, 2020 5.Approved Bellwether Preliminary Plans Hennepin County Natural Resources Map Date: 1/21/2021 Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2021 1 inch = 800 feet Legend FEMA Floodplains - 100 Year A AE FLOODPLAIN AH AO AE FLOODWAY Wetlands Potential Wetland - HCWI Probable Wetland - HCWI Probable Wetland - NWI PID: 0111923340002 Address: 52 ADDRESS UNASSIGNED, CORCORAN Owner Name: VAN BLARICOM FAMILY TRUST Acres: 73.48 ¯ Memo To: Kevin Mattson, PE From: Kent Torve, PE, City Engineer Director of Public Works Steve Hegland, PE, Todd Shoemaker, PE, Ed Terhaar, PE, Matt Bowers, PE File: B002294-20-501 Date: January 19, 2021 0.0 INTRODUCTION Pulte Homes has submitted a concept plan for a parcel adjacent to the ongoing Bellwether development. The 73 acre (+/- ) concept is shown in the Attachments. This review outlines major infrastructure and water resource items related to the concept plan. 1.0 TRANSPORTATION BACKGROUND A previous transportation study was completed for the Bellwether Feasibility Study and EAW. The VanBlaricom development is of sufficient size to update this analysis, although COVID restrictions have some impact on the data. The traffic study may consist of · Collecting traffic counts and turn movement volumes at the CR 116/Stieg and CSAH 101/Stieg intersections to determine existing volumes. · Traffic forecasts completed in 2018 for Pulte will be updated to account for the proposed development. These forecasts will account for other future development potential in the immediate area. · The proposed access spacing will be reviewed relative to City and State Aid standards. · The sight lines at the proposed access locations will be reviewed to determine if they meet standards. · The traffic forecasts will be used to determine the necessary roadway improvements on Stieg Road and at the CR 116/Stieg Road intersection. SUMMARY OF TRANSPORTATION IMPACTS The development will be required to fund transportation improvements to manage the impacts. The first review of the concept plan was evaluated and the following improvements may be considered. Additional impacts may be identified through the feasibility study and city review process: · Paving the remainder of Stieg Road at State Aid standards to CSAH 116 - Stormwater management for these improvements · Turn lanes at CSAH 116 - Utility locates, stormwater improvements, etc. · Potentially relocating the east development entrance to align with future development north of Stieg Road. Creating a temporary access in current east location shown. · Construct turn lanes into the development on Stieg Road · Potential for signal at CSAH 116 and CR 101 should be reviewed at time of feasibility study with updated traffic review. · The two internal cul-de-sacs in the middle of the single family home portion should be connect into one looped road. · Ghost platting should be provided for the development to the west to confirm access stub is appropriate. t:\2294-corcoran\20-xx vanblaricom concept jan 2020\memo_tuesday jan 18\concept review draft memo.docx · Parking demands for park area should be further considered. 2.0 WATER BACKGROUND Water system connections are governed by the City’s existing Water Service Agreement with the City of Maple Grove in the short term and eventually the Corcoran municipal system will serve the site. WATER SUPPLY The water supply for the first development in Northeast Corcoran (Pulte - Bellwether) was obtained via connection to the Maple Grove water system at a location just north of the CSAH 101 / CSAH 30 intersection. Under the overall water supply contract, Maple Grove has indicated that they would supply Southeast Corcoran with water up to a maximum day demand (MDD) of 5 million gallons per day (MGD). However, in Northeast Corcoran, they indicated that water would only be supplied for the Bellwether development, and no additional developments would be supplied. As a result, the City is now underway with the pursuit of developing its own water supply for Northeast Corcoran, including a municipal well (90% designed), water treatment plant (Draft Feasibility Study completed), property acquisition (underway) and water tower (sites identified). Start-up of this system is projected to occur in 2022/2023 based on early 2021 design phase. INFRASTRUCTURE The expected and potential infrastructure is discussed below and, if development plans progress, will need to be evaluated in more detail in a future feasibility. Municipal Well The first municipal well is planned for a parcel adjacent to CSAH 116, along with the planned treatment plant. The VanBlaricom property is a potential site for future Municipal Well No. 2, most likely in the vicinity of the park in the southeast corner of the development. The City is required to own a 50-foot radius around the well (Minnesota Department of Health requirement) and in the future would construct a relatively small well house in conjunction with the well. Water main (“raw water”) would be installed to convey supply to the centralized water treatment plant. The City would work with the developer to identify the route within the development, create permanent City easements, and ensure that the City gets a route for the future raw water main, or it could be installed in conjunction with the development. More discussion is warranted on future Well No. 2. Water Tower The development property is also a candidate for the City’s first water tower, which would require approximately 1 acre of land for the City. Water towers are somewhat restricted in their siting locations, with the “high ground” being optimal. A feasibility study for the Northeast Water System was completed in November 2020, which identified two potential locations for a 750,000 gallon water tower. The City is currently in the process of evaluating and selecting the final location. Location 2 in the feasibility study is in the vicinity of the park in the southeast corner of the VanBlaricom development (see figures). The figures also shows the conceptual trunk water main routing that will need to be constructed westward to connect to the water treatment plant and also a line south, then eastward to connect to the existing trunk water mains nearer to the Maple Grove connection point. Some of these water mains will need to be constructed through future phases of the currently approved Bellwether development, so additional discussions and coordination on these segments will be required. t:\2294-corcoran\20-xx vanblaricom concept jan 2020\memo_tuesday jan 18\concept review draft memo.docx Other Development Water Main Other than the trunk water mains noted in the water tower discussion above, most water mains will be standard 8-inch PVC, with looping of dead-end water mains (to avoid water quality issues) and stubs for connection (existing and future) into adjacent properties. One other potential trunk extension will be evaluated in the feasibility study: the existing 12-inch water main that is headed northwest along Stieg Road will likely be further extended along the edge of Stieg Road or might possibly be constructed into the northernmost parallel street in the development property. Expected Conditions Based on available information and prior distribution system modeling work, the water distribution system pressures for the future City water system are anticipated to range from approximately 60 to 75 psi, and fire flows are anticipated to exceed the target residential fire flow of 1,500 gallons per minute. Expected system pressures and fire flows will be more specifically evaluated in a future feasibility study. 3.0 SEWER SEWER SERVICE Sewer service will be provided via extension of the 30-inch trunk sewer through the southern edge of the development property. This trunk sewer was constructed through the currently approved Pulte Bellwether property to a location immediately east of the southeast corner of the development property (see figure in Attachments). A summary of requirements for the sewer include: · Construction plans for trunk sewer extension will be prepared by the developer and approved by the City, with construction costs paid by developer. · Construction will be fully completed to the west edge of the Pulte developments, such that the City can continue its westward construction to the water treatment parcel. · Permanent easements will be dedicated to the City, with widths similar to those established for the existing 30-inch trunk sewer. · Sanitary sewer service will need to be provided to the City Water treatment site with the 1st Addition as sewer service is required to operate this facility to provide water for the development. 4.0 STORMWATER, WETLANDS AND WATER RESOURCES The VanBlaricom parcel drains to the west/northwest and stormwater can be managed for rate control and basic water quality on site. A regional improvement was discussed with the original Bellwether development and is at the concept/staff level. Stormwater modeling will follow the City’s guidelines and floodplain (FEMA) rules and Elm Creek Water Management Organization (WMO) rules will be followed. STORMWATER MANAGEMENT Stormwater has several regulatory agencies and City also has requirements for standardized installation of practices to ensure future maintenance access. The site will be subject to City stormwater guidelines, wetland regulations and Elm Creek Watershed’s approval. · Site drainage is to the west with Stieg Road drainage to the north. · Concept plan shows backyard stormwater ponds, which will be reviewed and possibly combined into a single pond. · Alignment and discharge location shall be shown for the 18” pipe from Wetland 25 to the west. · Incorporate stormwater management for the Schober Property. t:\2294-corcoran\20-xx vanblaricom concept jan 2020\memo_tuesday jan 18\concept review draft memo.docx · Provide updated drainage area maps which are typically a part of the site’s Stormwater Management Plan · Provide an updated hydrology and hydraulic model in XP-SWMM that addresses the following: - Wetland 25 Emergency Overflow (EOF) as planned for Bellwether and the 18” pipe to west - Account for stormwater runoff from the south Stieg roadside ditch - Account for stormwater runoff from of Stieg Road. - Include wetlands in modeling. · Significant wetlands exist and the formal process will need to be followed. It can be noted that Corcoran is the LGU for the Wetland Conservation Act and obtained this authority in 2019. In summary, a comprehensive evaluation of the regional drainage area, hydraulic conditions, and runoff parameters to Wetland 4 (west side of VB site) will be required. This comprehensive evaluation will be calibrated with the FEMA. Floodplain regulatory modification (Letter of Map Revision -LOMR) may be required. An offsite wetland enhancement may be required as part of the development in lieu of stormwater utility fees. t:\2294-corcoran\20-xx vanblaricom concept jan 2020\memo_tuesday jan 18\concept review draft memo.docx Attachments 1. Concept Layout 2. Transportation 3. Infrastructure Overview 4. Tower Location Transportation Improvements Figure 1City of CorcoranCity of Maple GroveReclaim and Repave Roadway Improve Roadway to State Aid Standards Construct Left Turn and Right Turn Lanes on CSAH 101 Construct Left Turn and Right Turn Lanes on CSAH 101 Construct Left Turn and Right Turn Lanes on CSAH 116 4567116 4567117 4567101 456730 Country Cir E 98th Pl N 97th Ave DuffneyDrRobert LaAlvaradoLaNDarrel La Hillside Dr R u s h MeadowLa H u n t e rs Rdg WalnutGroveLaN Dassel La OswaldFarmRdJackie La Country Rd CR-116101st Ave Troy La109th Ave N StiegRd Brockton La N97th Ave N CITY OF CORCORAN - PULTE DEVELOPMENT 1,000 0 1,000500 Feet ± Path: L:\2294\0033\mxd\FS\Transportation Improvements.mxd Date: 5/23/2018 Time: 1:47:24 PM User: shujc0243 MAY 2018 2016 Aerial Photograph (Source: MN GEO) Legend Municipal Boundary Proposed Pulte Development Roadway Improvements Turn Lane Improvements Parcels !!!! !!!!!!!!!!!!!!!!!!!!H !H !H !H !H !H !H !H !H !H !H !H !H !H !H !H !H !H!H !H !H !H !H !H City of Maple GroveCity of Rogers DuffneyDrCounty Road 10 Hillside Dr Hunt ers R d g County Road 116Schutte Farm R d H id d e n PondsDr C h erry LnRobertLnC ount y Road 30 J a c k ie L n Cain RdSchutte LnEbert RdCountry Rd Pat ric k PlLilyPondLnDarrellLnOswaldFarmRdOakdaleDr Dassel Ln Stie g R d ShannonLnS c hu t t e Rd Rush Meadow Ln My st ique Dr 93rd Ave N S u n n y Hill LnBrandywine RdRush Creek SouthForkRushCreek S o u th ForkRush C reekNE-M NE-S NE-C NE-A NE-B NE-D NE-G NE-H NE-L NE-E NE-JNE-I NE-F NE-N NE-T NE-K NE-R NE-V NE-U NE-O NE-Q NE-W NE-P SE-AP SE-AQ SE-AF 15''30''8''8''30''30''15''30''30''10' '8''10''10''12''15''30''30''12''15''6''30''30''30''NE-1 NE-2 NE-3 NE-4 NE-5 NE-6 NE-7 NE-8 NE-9 NE-10 NE-11 NE-12 NE-13 (LS) NE-14 NE-15 NE-16 NE-17 NE-18 Elm Creek Interceptor NE-19 NE-20 NE-21 NE-22 NE-23 456710 456730 2040 COMPREHENSIVE PLAN 1,500 0 1,500750 Feet ± Path: L:\2294\100\2040CompPlan\NE Proposed Trunk Sanitary Sewer_LS.mxd Date: 1/8/2019 Time: 7:15:58 AM User: ShuJC0243!Proposed Gravity !Proposed Gravity (Lateral)Proposed Forcemain !H Sewer Nodes (LS) = Lift StationSewer SubdistrictsMunicipal Boundary2040 MUSAParcel BoundariesStreamsLake/Open Water Map 7-2Proposed Trunk SanitarySewer System - NE District 115 #*!O 4567116 4567116 456730 45673097th Ave N Country Rd HuntersRdgCR-116StiegRd City of CorcoranCity of Maple GroveCity of Corcoran City of Rogers 12''16''12''12' ' 1 2 ' '16'' Path: L:\2294\19-048\Pro\WaterSupplyArea\WaterSupplyArea.aprx 6/23/2020 3:56 PM shujc0243 Layout: Corcoran NE Water Supply Area Figure 1 JUN 2020 Corcoran NE Water Supply Area CITY OF CORCORAN ¯1,200 0 1,200600 Feet Legend Municipal Boundary Parcel Boundaries Bellweather Parcels Existing Watermain Preferred Water Tower Locations !O Potential Water Tower Locations Well/Water Treatment Plant #*Potential Supply Connections with Neighboring Comm Wetland Delineation NWI Wetlands 1 We Build Consumer Inspired Homes and Communities to Make Lives Better “VAN BLARICOM & BELLWETHER” APPLICATION FOR: Site Plan CORCORAN, MINNESOTA December 22, 2020 Introduction Pulte Homes of Minnesota, LLC (“Pulte”) is pleased to be submitting this application for Site Plan. Pulte’s company vision is “Building Consumer Inspired Homes and Communities to Make Lives Better”. We are one of the largest homebuilders in the United States with corporate offices in Atlanta, Georgia. We currently operate under three distinct brands of homebuilding throughout the country: Pulte Homes, Centex Homes, and Del Webb. Pulte’s Minnesota Division has an office in Eden Prairie and will build about 700 homes in the Twin Cities in 2021 under the Pulte Homes and Del Webb brands. Pulte will act as both developer of the property and builder of the homes. The primary contact for Pulte is: Paul Heuer, Director of Land Planning & Entitlement 7500 Flying Cloud Drive, Suite 670 Eden Prairie, MN 55344 The owners of the properties are: Claudia Taylor for Van Blaricom Trust 415 City View Drive Minnetonka, MN 55305 Mary Schober Martin and Joel Martin 19319 Stieg Road Corcoran, MN 55374 The Properties Van Blaricom: 01-119-23-34-0002 2 Schober: 01-119-23-43-0002 19319 STIEG RD ROGERS, MN 55374 Background - Bellwether On June 28, 2018, the Corcoran City Council approved the preliminary plat for the first Del Webb neighborhood in Minnesota, named Bellwether. Bellwether is an active adult neighborhood consisting of 398 homes. Del Webb is an iconic and renowned brand name across the Country that exclusively caters to the active adult 55+ market. Del Webb neighborhoods are extremely popular, high amenity facilitated lifestyle communities which are highly sought after. Many active adult buyers are searching for a neighborhood with the following attributes: single level homes; homeowner’s association yard and snow maintenance; a safe and secure feeling; the attractiveness of a resort; and provides an abundance of social and recreational opportunities. Bellwether has been designed to cater to these buyers. Within Bellwether, we have incorporated the traditional Del Webb neighborhood design characteristics which have been a trademark for decades. The neighborhood vision for Bellwether includes: 1. Entrance experience – At the primary entrance to the neighborhood off County Road 101 (100th Avenue), there is plentiful open space, a large monument, and robust landscaping. 2. Arrival drive – The arrival drive leads the driver directly from the main entrance to the amenity center. The arrival drive consists of a parkway with a wide, heavily landscaped center median and runs immediately adjacent to a wetland, providing beautiful, open views. There are no driveways on the parkway, creating a feeling of luxury, beauty, safety, and a welcoming sense of arrival into the neighborhood. 3. Amenity center – This buyer expects a private amenity center that caters to their recreational and social needs. We have strategically planned this amenity at a central location overlooking the largest wetland on the property. Now complete, the amenity center includes a wide variety of recreational and social features and is nearly 12,000 square feet! 4. Trails/Open Space – We used the City’s Comprehensive Plan as a guide for preserving valued natural resources (woods), providing land for an active public park, and designing an interconnected public trail system throughout the neighborhood. 5. A feeling of security – It is very important to this buyer that their neighborhood feel safe and secure. This is accomplished by a variety of intentional design approaches such as buffer plantings in key perimeter areas, parkway arrival drive, sidewalks along every street, a private amenity center for homeowners and their guests, etc. 6. Single level villa homes – The active adult buyer commonly wants to move into a single level home with no or minimal stairs, homeowner’s association-maintained yards/snow removal, and social and recreational opportunities. Buyers can choose from different product lines of homes, each catering to a different square footage, price point, and location/views. 3 Bellwether has been received extraordinarily well by the buying public. The iconic Del Webb brand has proved to be equally successful in Minnesota as it has across the Country. As a result of this success, we are expanding the neighborhood. Current Application The current application includes two separate properties and will include two different neighborhoods. See exhibits. Van Blaricom Property Bellwether was designed to someday include a portion of the Van Blaricom property. Viewing the original Bellwether site plan, we designed a “loop road” through the Van Blaricom property. In effect, the Van Blaricom property helps us to connect two separated parts of the overall Bellwether neighborhood. The Van Blaricom property will have two separate neighborhoods with different types of homes. On the southern half, we will build an extension of the Del Webb Bellwether neighborhood with single level villa homes restricted to active adults. The northern half will consist of a new Pulte Homes single family neighborhood. Schober Property For the original Del Webb Bellwether neighborhood, we bought a large majority of the Schober property. The intention of the Schober family was to stay in their existing single-family home encircled by Bellwether. Over time, their intention has changed. Therefore, this small “infill” property will be converted into Bellwether lots. We originally designed the neighborhood to easily convert this property to Bellwether lots. Key Facts • Lots o Van Blaricom property i. Bellwether lots (44’, 50’, 60’) 104 ii. Single family lots (65’) 72 iii. Total 176 o Schober property i. Bellwether lots (44’, 50’, 60’) 17 o Total 193 • Comp Plan Guidance is Low Density Residential • Proposed zoning is PUD • Key property areas (pre-development): o Gross area 77.22 ac o Gross density 2.5 units/ac o Wetlands 6.2 ac o Stieg Road ROW 0.24 ac o Net area 70.78 ac o Net density 2.72 units/ac • Minimum home setbacks for Bellwether (unchanged from approved 2018 plan) o 25 feet front 4 o 5 feet and 5 feet side o 20 feet rear o 22 feet driveway • Minimum home setbacks for single family o 25 feet front o 7.5 feet and 7.5 feet side o 30 feet rear Park Dedication Below is a graphic from the City’s Comprehensive Plan showing planned parks and trails and a graphic from the original Bellwether application. When Bellwether was approved, we preserved nearly 9 acres of hardwood forest. We also dedicated 4.33 acres of upland for a future neighborhood/community park as outlined in the City Comprehensive Plan. During the approval process, we were instructed to plan for additional dedication on the Van Blaricom property. Our Van Blaricom site plan shows this additional upland park dedication of 6.64 acres to complete the neighborhood/community park. 5 A new trail has been added to the Comp Plan maps, connecting the community park to Stieg Road. We have incorporated this additional trail into our site plan as well. We anticipate our park dedication requirements will be satisfied from dedication of public park land, dedication of a trail corridor, and construction of the public trail. Our Homes Pulte Homes is known for the extraordinary steps that we take to ensure that we are designing and building homes that meet the needs and desires of home buyers. We continually reach out to the public and Pulte homeowners to get feedback to improve our home designs. We call this Life Tested®. Through this intensive process, we have conceived of and incorporated many innovative home design features such as the Pulte Planning Center, Everyday Entry, Super Laundry, Oversized Pantry, and the Owner’s Retreat. This exhaustive process has played a major part in Pulte’s success in “Building Consumer Inspired Homes and Communities to Make Lives Better”. The homes in the Bellwether extension will be identical to the homes approved by the City with the original Bellwether application and built thereafter within the neighborhood. We offer our updated and popular combination of Del Webb homes. Buyers can choose from different product lines of homes with varying sizes, prices, and views/locations. All product lines will offer five different options for architectural facades and will offer various structural options. 44-Foot Wide Lots The homes built on the 44-foot wide lots are 34-feet wide and range in size from 1,300 to 1,700 square feet. There are three different floor plans to choose from. These smaller floor plans are very popular for singles/widows/widowers in our active adult neighborhoods. They typically have two bedrooms and a two-car garage and are built slab on grade (no basements). Valuations of these homes start in the low $300k’s. 6 50-Foot Wide Lots The homes built on the 50-foot wide lots are 40-feet wide and range in size from 1,680 to 1,960 square feet (excluding basements). There are four different floor plans to choose from. These homes are typically the largest selling product line in our active adult neighborhoods across the country. The homes typically have two bedrooms and a two-car garage but are versatile and can offer many options such as a third bedroom, a bonus room, and/or a finished basement. Valuations of these homes start in the low $400k’s. 60-Foot Wide Lots The homes built on the 60-foot lots are a similar product line as for the 50-foot wide lots. However, all of homes have basements and three-car garages. The homes are 50 feet wide. These lots are in the premium locations with the most attractive views. Valuations of these homes start in the mid $400k’s. Amenities One of the primary hallmarks of a Del Webb community is the elevated level of amenities included in the neighborhood. Bellwether is no exception. We are providing the same level of amenities as other similar sized Del Webb communities across the nation. The nearly 12,000 square foot clubhouse opened for use in October 2020. It contains a lounge, ballroom, fitness center, locker rooms, multi-purpose rooms, a craft room, an indoor pool, and a commercial grade kitchen. Surrounding the clubhouse is pickleball courts, bocce ball courts, an outdoor pool, a tiki bar, and a fire pit gathering area. The amenities have been designed for the additional homes included in this application. A couple of example photos are shown below. It is truly an extraordinary facility. 7 Phasing & Schedule The following preliminary schedule for development is envisioned based on current information and the below preliminary phasing plan. As development progresses, phase boundaries will be refined. Spring 2021 Preliminary plat approval 8 Summer/Fall 2021 Development of Phase 1 2022 Development of Phase 2 This submittal includes: • This narrative • Application • Application fees totaling $2,450 • Verification of taxes paid • Site Plan • Platting exhibit • Home renderings Discover (34-foot Garden series) Ascend (40-foot Classic series) Abbeyville (50-foot Estate series) Baldwin Greenfield Hilltop Riverton Westchester STAFF REPORT Agenda Item 10a. Council Meeting: January 28, 2021 Prepared By: Kevin Mattson Topic: Authorize Feasibility Study – City Center Drive & 79th Place Improvements Action Required: Approval Summary: On December 12, 2019, the City entered into a land purchase agreement with St. Therese to develop a new senior living campus on approximately 13 acres of undeveloped land located at 8200 County Road 116 immediately south of City Hall. On November 23, 2020, the City approved a Minor Subdivision request by St. Therese to create 3 separate lots including public right-of-way for the proposed street alignments consistent with the Southeast Corcoran District Plan and Design Guidelines. Staff continues to coordinate with St. Therese on the planning, design, and timing of site improvements. The recommended next step for the city in that process is to complete a feasibility study for street and utility improvements to “City Center Drive and 79th Place” which are proposed to be constructed on the property consistent with preliminary development agreements. Attached to this report is a detailed scope and estimate from Wenck to complete the feasibility study. • Wenck Proposal: $27,000 The feasibility study is a requirement for the city to consider potential assessments to the adjacent neighboring properties. Financial/Budget: It is likely that the improvements will be funded through a combination of sources including Municipal State Aid, special assessments, and local participation. At this stage, it is unknown how the actual percentages will break down. Staff is proposing to work with accounting to open a City Center Drive and 79th Place Improvement project. Options: 1. Approve the proposal from Wenck; authorize the Public Works Director to approve optional services if needed. 2. Send back to staff for further review. 3. Decline. Page 2 Recommendation: Approve the proposal from Wenck; authorize the Public Works Director to approve optional services if needed. Council Action: Consider a motion to approve the proposal from Wenck; authorize the Public Works Director to approve optional services if needed. Attachments: 1. Wenck Proposal Technical Memo Wenck Associates, Inc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com To:Kevin Mattson, PE Public Works Director From:Kent Torve, PE, City Engineer Steve Hegland Date:January 21, 2021 Subject:Feasibility Study Scope for City Center Drive and 79th Place Improvements Background Saint Therese is underway with development plans for City owned property south of City Hall. The project will require transportation, infrastructure and utilities that have a larger regional benefit; therefore the City is considering a public project partially funded by special assessments to the benefiting properties through what is commonly referred to as the Chapter 429 statutory process. A prior Feasibility Study (June, 2019) was prepared for the Saint Therese development. This feasibility study was done to analyze the specific impacts of the project on the City of Corcoran public infrastructure specific to the proposed development. The assessment funding option for the State Statute 429 process requires a separate feasibility study for the specific public improvements to be provided which identifies the costs of the proposed improvements and identifies a special assessment amount which is assigned to the benefiting properties. Overall Scope The study involves identifing the base project, any alternatives, feasibility and costs of constructing transportation, utility and potentially stormwater infrastructure for the City owned lot which is being subdivided and developed (Figure 1). The development is within an area that has been identified for both regional planning (SE District) and the regional infrastructure necessary. For the purposes of this document, the main road will be referred to as “City Center Drive”. This Feasibility Study will analyze the regional infrastructure as related to: Transportation o Turn Lanes at City Hall main (south) entrance at CSAH 116/City Center Drive. o Turn Lanes at proposed 79th Place (south end of Saint Therese site) and CSAH 116 o Review of proposed parkway (City Center Drive) design elements. Stormwater o Sub-Regional stormwater modeling and land needs for the drainage and water resources system to serve the Saint Therese area, City Center Drive and drainage areas contributing drainage to the project area. o Piping infrastructure to support a regional stormwater (future) system. 2 T:\2294-Corcoran\50-Saint Therese\04 - Regional Feasibility Study\Scope Documents\City Center Drive 429 Feasibility Study Scope.docx Sewer o Trunk infrastructure will be analyzed in order to capture additional sewer flows from the SE District for diversion to the north. o An updated capacity analysis of existing sewer flows to the Met Council Environmental Services (MCES) Lift Station L80. o Discussion of gravity sewer depths under CSAH 116 at north end of site to drain to the new lift station within the Rush Creek development. o Review layout alternatives under the parkway or through the linear park along CSAH 116. Water o Trunk water system along CSAH 116 with a 12-inch loop under the future City Center Drive and 8-inch stub at 79th Place that were identified in the 2019 Saint Therese Feasibility Study. Transportation The main intersection of City Center Drive and CSAH 116 (at City Hall’s southern entrance) is proposed as a full access intersection and a potential future signal. Additionally, 79th Place connection and turn lanes will be included along with the City Center Drive. The alignments have been identified as Saint Therese is moving through preliminary design phases, and the study will review and discuss the State Aid requirements and evaluate the design standards which were included in the previously approved design standards for this area (see Attachment A). Traffic generation data from the Saint Therese feasibility study will be reviewed as well as potential generation information from the adjacent properties to evaluate potential assessment alternatives for the City Center Drive costs. Stormwater and Floodplain The SE District has subwatersheds which involve multiple properties and a regional treatment approach will likely be beneficial to the properties. Since the City does not have a stormwater utility to analyze and implement improvements, this study will provide a preliminary model, pipe sizing, ponding areas for the subregional area within and immediately adjacent to the City owned lot south of City Hall. A management area will be modeled to maximize the land use efficiency which is typically more efficient than multiple individual ponds and treatment systems. Floodplain will be reviewed along with WMO water quality requirements. Sewer Sewer service in the majority of the SE District area flows east to the MCES (L80) as collected by the interceptor just north of CR 10 which terminates as gravity at Saint Thomas parcel but receives forcemain flow from the Downtown Lift Station. Saint Therese parcel flows north and eventually will flow west under CSAH 116 to the Rush Creek Development’s Lift Station that will serve development in the subregion until the 30-inch NE District pipe is eventually constructed towards the Rogers/Maple Grove/Corcoran/Dayton joint borders along CR 101 (NE District). 3 T:\2294-Corcoran\50-Saint Therese\04 - Regional Feasibility Study\Scope Documents\City Center Drive 429 Feasibility Study Scope.docx Since the L80 lift station is “flow limited” by downstream pipe capacity, an option to divert more of these SE District sewer flows was first outlined in the Saint Therese Feasibility Study and will again be presented along with updated utility corridors. A discussion with MCES staff on L80 capacity and recent flow volumes will be conducted. Water In accordance with future regional supply needs identified in the City’s Comprehensive Plan, and to serve Saint Therese, a 16-inch watermain will be constructed along CSAH 116, beginning at the existing 12-inch pipe near Saint Thomas and north connecting the Saint Therese north end of the site at City Hall. Upon future construction of City Center Drive (Parkway) between Saint Therese and CR 10, a 12-inch main will be constructed under the new roadway, thus effectively looping the system and serving other future development. Report and Preliminary Assessment Roll One of the most important components of a feasibility study is the cost data from the report and preliminary assessment roll which is related to the project. This preliminary assessment roll identifies the benefiting properties of the proposed improvements and what special assessment would be based the benefit received from the project. Staff and engineering will work jointly on identifying and compiling the preliminary assessment roll. Schedule and Process As part of the Feasibility Study, a public process with schedule will be preesnted in accordance with the Minnesota State Statute 429. A draft schedule for the City Center Drive Project, including the Feasibility Study is provided below. This schedule can be adjusted to meet the needs of the project but gives a general outline of the process. Accept Feasibility Report (Draft in March) April Improvement Hearing May Approve Plans and Specifications August Open Bids September Begin Construction October Substantial Completion Summer 2022 Final Completion (Grass and Punch List)Fall 2022 Wenck estimates the cost to prepare the feasibility study as identified above to be $27,000. 4 T:\2294-Corcoran\50-Saint Therese\04 - Regional Feasibility Study\Scope Documents\City Center Drive 429 Feasibility Study Scope.docx Figure CityCenterDrive$+116 $+10 75th Ave N CommerceStECommerce StCommerceStWLarkinRd AbileneLa MapleHillRdPath: L:\2294\19-044\Pro\Center_Drive_Study\Center_Drive_Study.aprx 1/19/2021 10:58 AM MueKJ0907 Layout: City Center Drive Figure 1 JAN 2021 City Center Drive Feasibility Study CITY OF CORCORAN ¯700 0 700350 Feet Approximate Divide Project area NWI FEMA Proposed ROW 5 T:\2294-Corcoran\50-Saint Therese\04 - Regional Feasibility Study\Scope Documents\City Center Drive 429 Feasibility Study Scope.docx Attachment © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 0+001+002+003+004+005+006+007+007+920+001+002+003+004+005+006+007+008+009+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 POND (1 AC)NWL=936.00HWL=941.00FLOOD PLAINELEV=936.00135'20'LINEAR PARK3.7 ACRAW LAND10.2 ACRELINEAR PARK3.7 ACRAW LAND12 AC93994394695694094294596 8972971960956 PRELIMINARYNOT FOR CONSTRUCTIONDrawn By:Issue Date:Project #:2294-0050NPWST. THERESE CONCEPT CITY OF CORCORAN 8200 COUNTY ROAD 116 M:\2294\50\5_DESIGN\1_CAD\4 REFERENCES\z-FG-Concept 1.dwg Description:Date: CORCORAN, MN 55340Issue #: 04/25/20190Issue # Prepared For:Sheet #:Sheet Title:5/2/2019 4:19:10 PM NOTES:·PONDS·· 936 BTM/TOP OF FILTER MEDIA.··2:1 SLOPE TO HWL (941)··10:1 SAFETY BENCH·MSA STANDARDS··ALIGNMENT IS BASED ON MSA STANDARDS FOR 40 MPH ROAD··ASSUMED CROWNED ROAD··CAN TIGHTEN RADIUS BY ADDING SUPER ELEVATION·TURN LANES··PROPOSED EXPANSION ON WEST SIDE TO AVOID POWER POLES··WILL LIKELY NEED GRADING EASEMENTS··NO RIGHT SOUTH RIGHT TURNS PROPOSEDCONCEPT 1 St. Therese Concept 1 PROFILE9259309359409459509559609659709759809859909951000GB:0+00.00957.207GB:1+00.61956.303GB:2+00.64950.215GB:3+03.78938.495GB:4+05.36934.000GB:5+06.94934.597GB:6+08.52936.820GB:7+10.10938.888GB:8+11.68944.205 GB:9+13.26 950.025 GB:10+17.47 949.973 GB:11+25.34 953.064 GB:12+27.47 962.788 GB:13+27.80 961.841 GB:14+33.19 963.482 GB:15+41.29 970.000 GB:16+42.40 973.039 GB:17+44.53 974.848 GB:18+50.19 978.334 GB:19+56.47 980.580 GB:20+62.21 981.162 GB:21+64.33 980.471 GB:22+69.35 979.557 GB:23+76.64 979.973 GB:24+82.97 981.004 GB:25+86.22 984.000 GB:26+92.48 986.000GB:27+19.97 986.0000+00EG:957.21FG:957.211+00EG:956.29FG:956.292+00EG:950.29FG:950.293+00EG:938.95FG:938.954+00EG:934.00FG:934.005+00EG:934.57FG:934.576+00EG:936.59FG:936.597+00EG:938.65FG:938.658+00EG:943.25FG:943.25 9+00EG:950.01 FG:950.01 10+00EG:950.00 FG:950.00 11+00EG:951.61 FG:951.61 12+00EG:960.76 FG:960.76 13+00EG:962.54 FG:962.54 14+00EG:962.22 FG:962.22 15+00EG:966.94 FG:966.94 16+00EG:973.01 FG:973.01 17+00EG:973.26 FG:973.26 18+00EG:977.26 FG:977.26 19+00EG:979.24 FG:979.24 20+00EG:981.76 FG:981.76 21+00EG:980.84 FG:980.84 22+00EG:980.51 FG:980.51 23+00EG:979.96 FG:979.96 24+00EG:980.19 FG:980.19 25+00EG:981.25 FG:981.25 26+00EG:984.35 FG:984.35 27+00EG:986.00 FG:986.00 28+00EG: FG:-0.87%3.38%0.72%-5.06%GB:0+00.13957.198 GB:27+19.94 985.989LOW PT STA: 6+59.85LOW PT ELEV: 940.07PVI STA:6+06.01PVI ELEV:934.60K:64.00LVC:540.02BVC:3+36.00948.26EVC:8+76.02 943.72 HIGH PT STA: 1+00.08HIGH PT ELEV: 956.33PVI STA:1+92.52PVI ELEV:955.52K:44.12LVC:184.88BVC:1+00.08956.33EVC:2+84.96950.85 HIGH PT STA: 20+44.80HIGH PT ELEV: 981.15PVI STA:19+67.85PVI ELEV:980.60K:57.84LVC:153.91BVC:18+90.89 978.00 EVC:20+44.80 981.15SOUTH PROPERTY LINESTA 17+50St. Therese south street PROFILE9509559609659709759809859509559609659709759809850+00EG:956.12FG:956.121+00EG:958.04FG:958.042+00EG:959.40FG:959.403+00EG:957.01FG:957.014+00EG:957.49FG:957.495+00EG:961.90FG:961.906+00EG:967.86FG:967.867+00EG:969.66FG:969.66 8+00EG: FG:0.33%2.27%0.12%4.74%1.53%GB:0+00.00956.118 GB:7+91.62 972.914LOW PT STA: 0+41.39LOW PT ELEV: 956.26PVI STA:0+77.12PVI ELEV:956.38K:37.00LVC:71.47BVC:0+41.39956.26EVC:1+12.85957.19 LOW PT STA: 3+43.64LOW PT ELEV: 960.13PVI STA:4+29.14PVI ELEV:960.23K:37.00LVC:170.99BVC:3+43.64960.13EVC:5+14.63964.29 HIGH PT STA: 2+68.18HIGH PT ELEV: 960.04PVI STA:2+37.08PVI ELEV:960.00K:29.00LVC:62.20BVC:2+05.98959.30EVC:2+68.18960.04 HIGH PT STA: 6+97.69HIGH PT ELEV: 971.47PVI STA:6+51.16PVI ELEV:970.76K:29.00LVC:93.08BVC:6+04.62968.55EVC:6+97.69971.47 PRELIMINARYNOT FOR CONSTRUCTIONDrawn By:Issue Date:Project #:2294-0050NPWST. THERESE CONCEPT CITY OF CORCORAN 8200 COUNTY ROAD 116 M:\2294\50\5_DESIGN\1_CAD\4 REFERENCES\z-FG-Concept 1.dwg Description:Date: CORCORAN, MN 55340Issue #: 04/25/20190Issue # Prepared For:Sheet #:Sheet Title:6/3/2019 10:56:36 AM STAFF REPORT Agenda Item 10b. Council Meeting: January 28, 2021 Prepared By: Kevin Mattson Topic: Draft Appaloosa Woods Feasibility Study Action Required: Direction Summary: On April 13, 2020, the City authorized staff to complete a feasibility study related to proposed street improvements in the Appaloosa Woods neighborhood. Attached is a draft feasibility report outlining the recommended street improvements, preliminary assessment roll, estimated project costs, schedule, and overall feasibility. Staff is seeking direction on several items that could impact project outcomes and schedule before a recommendation to accept the report and ordering a public hearing is brought back to the council. 1. The feasibility report is consistent with the city’s adopted Special Assessment Policy. a. Methodology used per lot calculations to distribute costs in a fair and equitable manner b. Maximum assessed benefit is reached for several properties which leaves the city with a share of the improvement costs i. City contribution estimated at $12,634.65 c. Isolated properties at 19260 81st Place North and 19140 81st Place North i. Applied consistently with other Corcoran properties 2. Maple Grove is also planning a street improvement project immediately surrounding the Corcoran properties in 2021. a. To be most cost effective, staff recommends pursuing a cost share agreement with Maple Grove assuming there is support for the proposed improvements b. If the improvements lack support, Maple Grove is still considering a request of Corcoran for compensation related to street improvements in front of the isolated Corcoran properties 3. City has discretion on when to finalize the special assessments a. After receiving bids or after construction completed b. For this project, staff recommends after receiving bids Financial/Budget: The improvements could be funded through a combination of special assessments and local participation projected in the amount of $12,634.65 possibly from the Asphalt Fund. Page 2 Options: N/A Recommendation: Provide direction to staff. Council Action: Provide direction to staff. Attachments: 1. Draft Appaloosa Woods Feasibility Study 2. Special Assessment Policy and Procedure WENCK File #2294-00-001 January 2021 sd Prepared by: WENCK Associates, Inc. 1800 Pioneer Creek Center Maple Plain, MN 55359 Phone: 763-479-4200 Fax: 763-479-4242 Prepared for: City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Feasibility Report for the Appaloosa Woods Improvements Project December 2020 i T:\2294-Corcoran\01-General\Appaloosa Woods\01-Feasibility Study\Report\DRAFT Feasibility Report_Appaloosa Woods Improvements Project.docx January 5, 2021 Kevin Mattson Public Works Director City of Corcoran 8200 County Road 116 Corcoran, MN 55340 RE: Feasibility Report for Appaloosa Woods Improvements Project Dear Mr. Mattson: Please see the enclosed Feasibility Report for the Appaloosa Woods Improvements Project which would be considered in conjunction with an adjacent Street Improvement Project by the City of Maple Grove. We would be pleased to discuss this report in detail and answer any questions that may come forth. Sincerely, Wenck Associates, Inc. Kent Torve P.E. City Engineer December 2020 1-1 T:\2294-Corcoran\01-General\Appaloosa Woods\01-Feasibility Study\Report\DRAFT Feasibility Report_Appaloosa Woods Improvements Project.docx Table of Contents 1.0 INTRODUCTION .......................................................................................... 1-2 1.1 Existing Conditions .............................................................................. 1-2 2.0 PROPOSED IMPROVEMENTS ....................................................................... 2-3 2.1 Apaloosa Woods Improvements ............................................................ 2-3 2.1.1 Roadway ............................................................................................ 2-3 2.1.2 Drainage Improvements .............................. Error! Bookmark not defined. 2.1.3 Right of Way and Easements ................................................................ 2-3 3.0 ASSESSMENTS ............................................................................................ 3-1 3.1 Assessments....................................................................................... 3-1 4.0 PROJECT FINANCIALS ................................................................................ 4-1 4.1 Estimated Costs and Assessments ......................................................... 4-1 5.0 SUMMARY ................................................................................................... 5-1 5.1 Project Feasibility ................................................................................ 5-1 5.2 Project Schedule ................................................................................. 5-1 5.3 Recommendation ................................................................................ 5-1 IN-TEXT TABLES Table 5-1: Estimated Costs and Revenues .................................................................. 4-1 FIGURES Figure 1: Improvement Area APPENDICES A Geotechnical Report B Preliminary Assessment Roll C Appraisal Report D Cost Estimate November 2020 1-2 T:\2294-Corcoran\01-General\Appaloosa Woods\01-Feasibility Study\Report\DRAFT Feasibility Report_Appaloosa Woods Improvements Project.docx 1.0 Introduction The City of Corcoran has ordered the preparation of this report to provide an initial analysis of the feasibility, cost effectiveness, and necessity of the proposed infrastructure improvements of the Appaloosa Woods neighborhood. This report analyzes the existing conditions of this area, the proposed improvements, costs, and the feasibility of those improvements. The City of Maple Grove is considering an improvement project in the year 2021 for the Appaloosa Woods development within their city to reconstruct the local street system. Maple Grove is not anticipating updates to the sewer and water utilities. The Corcoran residents are all on private utility systems and are not affected by the status of their utilities. The streets included in this report are 81st Place North including the cul-de-sac and Ridge Court. See attached Figure 1 for the limits of the improvement area. Ridge Court is only a public street for the very initial portion and then transitions to a privately owned street to the south. We are assuming for the scope of this project that only the public infrastructure will be upgraded. If the affected properties wish to upgrade the private road section, that can be coordinated outside of the scope of the 429 process. 1.1 EXISTING CONDITIONS A majority of 81st Place within Corcoran is a gravel roadway approximately 26’ wide with no curb and gutter to facilitate drainage. The Northern and eastern portions of 81st Place within the City of Corcoran Boundary are paved bituminous pavement with select portions of curb and gutter to facilitate drainage. The pavement is showing significant signs of distress. The City of Corcoran had shallow borings performed along the project area in August of 2020 to understand what the existing conditions were underneath the gravel portion of the roadway. A copy of the Geotechnical report is included in Appendix A. The soil borings showed approximately 16” of weathered aggregate base existed over the roadway which overlaid approximately 2’ of imported fill over the native soils. November 2020 2-3 T:\2294-Corcoran\01-General\Appaloosa Woods\01-Feasibility Study\Report\DRAFT Feasibility Report_Appaloosa Woods Improvements Project.docx 2.0 Proposed Improvements 2.1 APALOOSA WOODS IMPROVEMENTS 2.1.1 ROADWAY Based on the deteriorating condition of the existing pavement, a reclamation and repaving of the existing bituminous pavement section is recommended for these sections of 81st Place roadway. For the existing gravel section, the city considered a complete reconstruction, a concrete stabilized base prior to paving as well as a shape and pave of the existing roadway. The project cost for the complete reconstruction was approximately $280,000 and the project cost if the existing gravel section were stabilized with concrete was approximately $230,000. The project cost with a shape and pave of the exiting roadway section was approximately $153,000. Based on the cost alternatives and a review of the geotechnical report the shape and pave alternative with spot subgrade improvements is the recommended improvement for this roadway section. 2.1.2 RIGHT OF WAY AND EASEMENTS Most of the proposed improvements will be completed within the existing Right-of-Way and/or easements. Temporary easements will be obtained as needed for utility connections or other construction not within the existing Right-of-Way if necessary. December 2020 3-1 T:\2294-Corcoran\01-General\Appaloosa Woods\01-Feasibility Study\Report\DRAFT Feasibility Report_Appaloosa Woods Improvements Project.docx 3.0 Assessments 3.1 ASSESSMENTS The City of Corcoran has the authority to levy special assessments under the State Local Improvement Code, known as chapter 429, to parcels based upon the special benefit a parcel receives from an improvement project. A City policy was created to ensure that the costs for improvements levied through special assessments are distributed in a fair and equitable matter. The City can assess any or all project cost to the benefitting properties provided that the assessed costs is not greater than the benefit the improvement provides to the property. In accordance with the City of Corcoran Assessment Policy, the improvements proposed are a Type I Improvement and costs were assigned using the Unit Method. Using this method, the total project costs were divided by the total number of assessment units to calculate the assessment cost per unit. See Appendix B for the Preliminary Assessment Roll. The City of Corcoran had an appraisal report done for these properties to determine what the anticipated benefit would be for the properties which are abutting the improvements. A copy of the appraisal is included in Appendix C. In the appraisal report, two categories were used to determine the benefit, existing gravel roads reconstructed to pavement and existing pavement reconstructed to pavement. The City of Corcoran assement policy notes that roadway improvements are to be assessed up to 90% of the low end of the appraisal for the improvements. For this project, that would mean the maximum assessment for a property going from existing gravel to existing pavement would be $7,200 and the maximum assessment for existing pavement to proposed pavement would be $13,500. For this report, 100% of the project costs were assigned to be assessed to the benefiting properties up to the maximum amounts previously identified. This is in line with the City of Corcoran policy but can be adjusted at the Council’s discretion. December 2020 4-1 T:\2294-Corcoran\01-General\Appaloosa Woods\01-Feasibility Study\Report\DRAFT Feasibility Report_Appaloosa Woods Improvements Project.docx 4.0 Project Financials 4.1 ESTIMATED COSTS AND ASSESSMENTS The tables below show the project revenues and expenses for the recommended improvements. Table 4-1: Estimated Costs and Assessments Project Local Funds Special Assessments Total Appaloosa Woods $12,634.65 $140,449.51 $153,084.16 Cost estimates for the project are provided in Appendix D December 2020 5-1 T:\2294-Corcoran\01-General\Appaloosa Woods\01-Feasibility Study\Report\DRAFT Feasibility Report_Appaloosa Woods Improvements Project.docx 5.0 Summary 5.1 PROJECT FEASIBILITY The outlined projects discussed previously are feasible as it relates to the general engineering principles, standards and construction procedures and is in accordance with the City’s assessment policy. The project is necessary to make the required street improvements to maintain the quality and function of the current street system. The project is cost effective based on the existing conditions, public bidding, and acceptable construction standards for street improvements. The project is financially feasible. 5.2 PROJECT SCHEDULE A proposed schedule for the Appaloosa Woods Improvements Project is presented here. Accept Feasibility Report February 2021 Order Improvement Hearing February 2021 Improvement Hearing March 2021 Authorize Plans and Specifications March 2021 Approve Plans and Specifications April 2021 Authorize Bidding April 2021 Advertise for Bid April 2021 Open Bids May 2021 Present Bids to Council May 2021 Assessment Hearing May 2021 Award Contract May 2021 Substantial Completion Fall 2021 Final Completion (Grass and Punch List) Spring 2022 5.3 RECOMMENDATION It is recommended that City Council discuss the feasibility report presented and accept the report, then Order the Improvement Hearing. November 2020 5-2 T:\2294-Corcoran\01-General\Appaloosa Woods\01-Feasibility Study\Report\DRAFT Feasibility Report_Appaloosa Woods Improvements Project.docx Figures Figure 1: Improvement Area 19340 81ST PL N19360 81ST PL N19263 81ST PL N19233 81ST PL N19223 81ST PL N19203 81ST PL N19165 81ST PL N19125 81ST PL N19105 81ST PL N8040 RIDGE CT8025 RIDGE CT8035 RIDGE CT19180 81ST PL N19138 81ST PL N19114 81ST PL N81ST PL NRIDGE CT 19140 81ST PL N19260 81ST PL NDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY REGISTERED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:DWN BY:ISSUE DATE:PROJECT NO.:2294-0000M:\2294\00 GENERAL\APALOOSA WOODS\Feasibility Study Figure - FOR REVIEW.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:1/6/2021 8:23:21 AM APPALOOSA WOODS FEASIBILITY STUDY CORCORAN, MN PROJECT TITLE:GRMCHK'D BY:GRMAPP'D BY:SKHCERTIFICATION:CLIENT:CITY OFCORCORAN8200 COUNTY ROAD 116CORCORAN , MN 553401800 PIONEER CREEK CENTERMAPLE PLAIN, MN 55359PHONE: 763-479-4200FAX: 763-479-4242WWW.WENCK.COMDATEISSUE #XX/XX/XXXX DESCRIPTION ISSUE #LEGENDPROJECT LIMITSPROJECT RECONSTRUCTION AREA -EXISTING BITUMINOUS ROADWAYPROJECT RECONSTRUCTION AREA -EXISTING GRAVEL ROADWAYFIGURE 1IMPROVEMENT AREA Appendix A Geotechnical Report This report shall not be reproduced, except in full, without prior permission of Element Materials Technology. EAR Controlled Data: This document contains technical data whose export and re-export/retransfer is subject to control by the U.S. Department of Commerce under the Export Administration Act and the Export Administration Regulations. The Department of Commerce's prior written approval is required for the export or re-export/retransfer of such technical data to any foreign person, foreign entity or foreign organization whether in the United States or abroad. Geotechnical Exploration Program Appaloosa Woods Street Improvements Corcoran, Minnesota Element Materials Technology St. Paul Inc. Project No. ESP034001P Prepared for: City of Corcoran c/o Wenck Associates August 3, 2020 Professional Certification: 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. ______________________________ John Starke, P.E. Senior Geotechnical Engineer MN Reg. No. 23546 Project Number ESP034001P August 3, 2020 Page 2 of 15 August 3, 2020 City of Corcoran c/o Wenck Associates Attn: Mr. Nick Wyers, P.E. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 RE: Geotechnical Exploration Program Appaloosa Woods Street Improvements Corcoran, Minnesota Element Materials Technology St. Paul Inc. Project No. ESP034001P Dear Mr. Wyers: We have completed the geotechnical exploration and engineering analysis for the above referenced project. This report presents the results of our field and laboratory testing programs, and provides recommendations concerning the soil and groundwater conditions as they relate to the proposed construction. The soil samples will be retained in our laboratory for 30 days, at which time we will dispose of them. If you desire Element Materials Technology St. Paul Inc. to retain the samples longer than 30 days, please notify us. We are pleased to be of service to you in this important phase of the project. If there are any questions regarding the information contained in this report or if we can be of further service to you, please contact Brian Nehring at 651-797-9503, e-mail at brian.nehring@element.com or John Starke at (651) 746-4079, e-mail at john.starke@element.com. ELEMENT MATERIALS TECHNOLOGY ST. PAUL INC. John Starke, P.E. Senior Geotechnical Engineer MN Reg. No. 23546 Brian Nehring, E.I.T. Staff Geotechnical Engineer MN E.I.T. No. 150749 Project Number ESP034001P August 3, 2020 Page 3 of 15 Table of Contents 1.0 INTRODUCTION ........................................................................................................................................................ 4 1.1 Scope of Work ..................................................................................................................................................... 4 2.0 FIELD TESTING PROGRAM ............................................................................................................................. 5 2.1 Soil Borings .......................................................................................................................................................... 5 2.2 Surface Conditions .......................................................................................................................................... 6 2.3 Subsurface Conditions .................................................................................................................................. 6 2.4 Water Level Conditions ................................................................................................................................. 7 3.0 LABORATORY REVIEW AND TESTING.................................................................................................... 8 4.0 ENGINEERING REVIEW ..................................................................................................................................... 8 4.1 Project Data .......................................................................................................................................................... 8 4.2 Discussion - Site Preparation .................................................................................................................... 9 4.3 Pavement Subgrade Preparation ......................................................................................................... 11 4.3.1 Bituminous Surfaced Road Section ................................................................................................. 12 4.4 General Comments ....................................................................................................................................... 14 5.0 CONSTRUCTION CONSIDERATIONS ..................................................................................................... 14 5.1 Excavation Safety .......................................................................................................................................... 14 5.2 Cold Weather Construction ..................................................................................................................... 14 5.3 Field Observations and Testing ............................................................................................................ 14 5.4 Soil Sensitivity ................................................................................................................................................. 14 6.0 REMARKS ................................................................................................................................................................ 15 Project Number ESP034001P August 3, 2020 Page 4 of 15 1.0 INTRODUCTION This report presents our geotechnical exploration program for the proposed reconstruction and extension of 81st Place N from the intersection with Brockton Lane N. extending approximately ¼ of a mile east to Timberglade Ct. in Corcoran, Minnesota. We understand a geotechnical exploration program was required to depict the subsurface conditions within the proposed road reconstruction and road extension areas and provide pertinent recommendations for the planned construction. This report presents the results of the field exploration, laboratory analysis, and our geotechnical review and recommendations. 1.1 Scope of Work We recently performed a geotechnical exploration program in accordance with our proposal dated July 7, 2020. The scope of our work for the project was as follows: 1. Arrange to have buried public utilities marked through the Gopher-State-One-Call System. 2. Explore the subsurface soil and groundwater conditions by drilling three (3) Standard Penetration Test (SPT) borings to approximate unit depths of 10’ each, at locations marked by the City c/o Wenck. The City c/o Wenck would also provide ground surface elevations at the boring locations. 3. Perform laboratory review of soil samples to check soil classification. Selected samples would be submitted to the laboratory for moisture content and atterberg limit tests to aid in soil classification and identifying soil engineering properties. 4. Prepare a geotechnical report which includes the following information: a. Logs of the soil test borings showing the soil and groundwater data. b. A site plan showing the approximate boring locations. c. Written description of encountered soil and groundwater conditions. d. Recommendations for roadway reconstruction with estimated subgrade R- values. Project Number ESP034001P August 3, 2020 Page 5 of 15 The scope of our work is intended for geotechnical purposes only. This scope is not intended to explore for the presence or extent of environmental contamination at the site. 2.0 FIELD TESTING PROGRAM 2.1 Soil Borings Three (3) Standard Penetration Test (SPT) borings were drilled within the project area on July 28, 2020. Two (2) borings were drilled on 81st Place N. and one (1) boring was drilled east of the bend in the road of 81st Place N. on Timberglade Court. The number, location, and depths of the soil borings were determined by the City of Corcoran c/o Wenck. City of Corcoran c/o Wenck also marked the boring locations along the road centerline and measured the ground surface elevation at each location. Borings B1, B2 and B3 were offset from the marked locations as noted on the attached soil boring logs. The ground surface elevations measured at the marked locations are also noted on the boring logs. The approximate soil boring locations are shown on the attached soil boring location plan provided by Wenck. The SPT borings were extended using a truck mounted rotary drill rig with split-barrel sampling conducted at 2½’ intervals. Water level observations were made in the boreholes during and upon completion of the drilling and sampling operations. During the field operations, the drill crew maintained logs of the subsurface conditions including changes in stratigraphy and the observed groundwater levels. The boring logs are attached. After completion of the drilling operations, the boreholes were backfilled and/or grouted per the Minnesota Department of Health (MDH) guidelines. Sampling and classification of soils were performed in general accordance with American Standards for Testing and Materials (ASTM) procedures, and are described on an attached sheet. Project Number ESP034001P August 3, 2020 Page 6 of 15 2.2 Surface Conditions We understand the Appaloosa Woods Street Improvements project consists of approximately ¼ mile of reconstruction of 81st Place N from approximately 100’ north Brockton Lane N to Timberglade Court. The existing road surface is gravel from the intersection with Brockton Lane N through Timberglade Court and bituminous surfaced throughout the rest of the neighborhood. Topographically this area is relatively flat with slight inclines and declines. The ground surface at the road section generally slopes downward toward the west. The surrounding land use is predominantly private residential homes and outbuildings located near the soil boring locations. Based on aerial maps this area forms a peninsula as there is a large wetland/marsh area located on the north, south and western sides surrounding the adjacent properties. 2.3 Subsurface Conditions The subsurface conditions encountered at the test boring locations are shown on the soil boring logs. The boring logs also indicate the possible geologic origin of the materials encountered. We wish to point out that the subsurface conditions at other times and locations on the site may differ from those found at our test locations. If different conditions are encountered during construction, it is necessary that you contact us so that our recommendations can be reviewed. The borings indicated the project roadway is mantled by fill at the surface underlain by glacial till deposits to the exploration limit of the borings (approximately 10½’). The existing gravel road surface at the boring locations B2 and B3 consisted of approximately 16” of sand with silt and gravel base course material. Underlying the sand and gravel aggregate base and extending to a depth of approximately 2’ is fill soil consisting predominantly of lean clay with gravel. The existing sand with silt and gravel base course material in its existing condition may not meet current Mn/DOT Specifications for aggregate base material that supports pavements. Project Number ESP034001P August 3, 2020 Page 7 of 15 At Boring B1 the ground surface is mantled by approximately 4” of bituminous pavement supported by approximately 12” of silty sand and gravel aggregate base beneath the bituminous pavement section. Fill soil consisting of lean clay was present to an approximate depth of 2’. Beneath the existing road sections and fill soils, extending to the maximum depth of the borings was glacial till consisting of lean clay (CL) with varying amounts of gravel. Based upon SPT blow counts (N-values), the consistency of the lean clay stratum was present in a very soft to firm state. 2.4 Water Level Conditions Water level observations were made during and after completion of the drilling operations. Groundwater was not encountered in borings at the time of drilling activities. Furthermore, we noted iron oxide staining/mottling was observed in some of the soil samples collected in the field suggesting periodic fluctuation of the groundwater through these soils. The natural silty and clayey soils which are present at depth are somewhat impervious or slow draining and may take several days for groundwater to stabilize. If more accurate water level determinations are required, piezometers should be installed and the water level monitored over a period of time. In general, water levels may fluctuate throughout the year depending on variations in the amount of precipitation, degree of evaporation, surface run-off characteristics and other related hydrogeological factors. Project Number ESP034001P August 3, 2020 Page 8 of 15 3.0 LABORATORY REVIEW AND TESTING The soil samples obtained during the drilling operations were logged, labeled, sealed and delivered to our laboratory for further review. An Element Materials Technology St. Paul Inc. geotechnical engineer classified the soil samples in general conformance with ASTM standards. Soil samples were selected for laboratory grain size distribution analysis and natural moisture content determination. The test results are noted on the associated soil boring logs and/or attached to this report. 4.0 ENGINEERING REVIEW The engineering recommendations made in this report are based on our understanding of the project as described in the following paragraphs. The recommendations are valid for a specific set of project conditions. If the characteristics of the project change from those indicated in this section, it is necessary that we be notified so we may determine whether the new conditions affect our recommendations. 4.1 Project Data The project consists of reconstruction of approximately 100 feet of 81st Place N and construction of approximately ¼ mile of new light duty residential 5-ton road from the intersection with Brockton Lane N. to Timberglade Ct. in Corcoran, Minnesota. We understand the extent of the roadway reconstruction and extension project will be determined by the City available project budget, informed by subsurface conditions present within the project area. The project scope may include reclaiming portions of the existing gravel road aggregate base, placing new aggregate base where needed, and placing a new bituminous pavement section. We understand the existing gravel road profile grades would be maintained for the project with only slight variations in elevation as needed to maintain proper surface water drainage. Project Number ESP034001P August 3, 2020 Page 9 of 15 4.2 Discussion - Site Preparation Provided below is an overview of roadway reconstruction options that could be considered by the City. In light duty bituminous pavement design, the critical portion of the subgrade is the upper 2-foot zone. This zone provides the primary strength and stability needed for flexible pavement materials. In our opinion, based on the soil composition and apparent in-place density, the existing fill soil is not suitable for pavement support if a long term, robust road profile is desired. We recommend excavating this material to the underling native soil strata then reconstructing the road subgrade to the pavement subbase elevation using engineered fill as described below. The following table lists recommended excavation depth and subgrade elevation at the boring locations with estimated R values of the native emplace subgrade soils at the recommended excavation depth. Boring No. Recommended Approximate Excavation Depth to Competent Subgrade (ft.)(1) Soil Type at Excavated Subgrade Estimated R-value at excavated subgrade B1 2 CL 20 B2 2 CL 20 B3 2 CL 20 (1) Further subcutting may be required to remove soft/loose soils if encountered at the subgrade. (2) R-value derived from Mn/DOT pavement manual. However, if the City should desire a less robust pavement section, a limited excavation with removal of the upper 1’ to 2’ of the existing subgrade material could be performed. Partial excavation will result in a less than optimum pavement performance over time with possible early pavement deterioration due to subgrade settlement and displacement. The City should recognize the cost of maintenance with the selection of the reconstruction program. Higher long term road surface maintenance cost would be expected if the lesser subgrade correction option is selected. Project Number ESP034001P August 3, 2020 Page 10 of 15 Reclaiming existing gravel aggregate road base to produce aggregate base meeting Mn/DOT Specifications may not be achievable due to the lack of coarse fraction present in the existing material. If this approach is pursued additional evaluation of the quality/thickness of the existing aggregate base should be performed. Samples should be collected and tested for mechanical analysis (gradations) to aid in qualifying and/or improving existing in-place aggregates. New pavement areas that extend beyond the existing constructed embankment for the roadway should be reviewed by the project soils engineer to determine cut depths prior to fill placement. We recommend at a minimum that any encountered surface organics (topsoil) and underlying very soft clays be excavated prior to constructing new pavement areas. Geotextiles may need to be incorporated into the design to provide additional stability over very week subgrade areas especially where high groundwater or perched water is present. Dewatering may be required to facilitate earthwork activities depending on final roadway design, excavation depths and seasonal factors. The actual depth of excavation may vary away from our boring locations and should be determined in the field at the time of construction. We recommend that for best performance that a relatively uniform excavation is performed. Some contingency should be provided in the project budgeting for excavation that extends below the average subcut depth shown in the above table. The geotechnical engineer should be retained to observe the exposed soils and document the condition of the excavation bottoms prior to fill placement. We recommend that the excavation be laterally oversized at least two foot for each foot (i.e., 2H:1V lateral oversizing) it extends below subgrade elevation. This lateral oversizing is necessary to properly distribute the anticipated vehicle loads through the new fill. Project Number ESP034001P August 3, 2020 Page 11 of 15 4.3 Pavement Subgrade Preparation We were not provided with design elevations for the proposed road grades however, we expect similar road profiles to current conditions. Based on the borings, we recommend the subgrade preparation should consist of removing the existing roadway section and performing additional excavations where applicable to allow for placement of the new pavement section. We recommend the subgrade be prepared by surface compacting with a large self-propelled roller. The surface compaction should be completed by making at least four passes. The subgrade surface should be compacted to a minimum of 100% of the Standard Proctor density (ASTM D698). Density tests should be performed at the time of construction to verify compaction requirements have been met. We caution that over compacting clayey type soils, which may be present at the excavation subgrade may result in pumping and softening of the subgrade soils resulting in additional excavation/sub cutting corrective work. Care should be used by the contractor during this operation to prevent this occurrence. We recommend a geotechnical engineer or qualified technician be present to observe the excavated subgrade conditions prior to subgrade compaction operations. Upon completion of the thorough surface compaction, the subgrade should be evaluated by test rolling at the surface. The test roll should be performed as specified in Mn/DOT Specification 2111. In areas where the subgrade deflects or ruts, the subgrade should be reworked prior to aggregate base and new pavement placement. We recommend reworking the soils by scarification, aeration or moisture conditioning, and recompaction, or replacing with engineered fill. We recommend any imported fill used to attain designed grades in the upper 2’ of subgrade should be relatively clean material meeting Mn/DOT Specification 3149.2B (Select Granular Borrow) to improve the subgrade R-value. The fill should be placed in thin lifts not exceeding 12 inches in thickness and be compacted to at least 100 percent of the Standard Proctor (ASTM D698) maximum dry density. The moisture content of the fill should be maintained Project Number ESP034001P August 3, 2020 Page 12 of 15 within +/- 3% of the optimum as determined by the Standard Proctor test. The subgrade surface, as well as the pavement surface, should be uniformly sloped to facilitate drainage of the base and granular sandy subgrade material within the pavement system, and to avoid any ponding of water beneath the pavement. If the above recommended soil correction procedures are applied a pavement design R-value of 50 can be used. If a lessen correction is performed we should be contacted to assist the City with additional R-value guidance. Proper draintile systems would need to be incorporated into the design where more granular fill was placed/encountered at the surface underlain by relatively impervious clayey soil types. The draintile should be placed at the bottom of the sand section, encapsulated with pea-gravel surrounded by geotextile fabric and properly connected to the storm sewer system and/or suitable outfalls. Any contaminated soils encountered during construction should be properly tested and disposed of under standard construction practices per the Minnesota Department of Health (MDH) and Minnesota Pollution Control Agency (MPCA) guidelines. 4.3.1 Bituminous Surfaced Road Section Assuming the pavement subgrade preparation is performed as recommended in the preceding section and the subgrade soils are determined suitable based on a proofroll test, we recommend the following pavement design be used: (1)Minimum design provided by City. City Bituminous Pavement Road Section Profile Pavement Thickness Mn/DOT Spec. 2360 Type SPWEA240B Bituminous Wear Course 1½” Mn/DOT Spec. 2360Type SPNWB230B Bituminous Non-wear Base Course 2” Mn/DOT Spec. 3138 Class 5 Aggregate Base 8” Mn/DOT Spec. 3149.2B (Select Granular Borrow) Min 12” Mn/DOT Spec. 3733 Type 5 Geotextile Fabric - Approved Subgrade Per Mn/DOT Specifications 2111 Test Rolling and 2112 Subgrade Preparation Required Project Number ESP034001P August 3, 2020 Page 13 of 15 Figure1: Typical Light Duty City of Corcoran Residential Pavement Section Provided by Wenck . The recommended thickness is based on the subgrade being corrected as stated previously. Recycled aggregate base may be substituted for Class 5 provided the proper gradation is obtained and the material is properly compacted. For superior pavement performance we recommend that a crushed limestone aggregate base meeting Mn/DOT Specification 3138 be used. The pavement design also assumes that a regular, conscientious maintenance program is performed. It is possible that seal coating may extend the pavement life somewhat. We caution that reduced pavement thickness may result in a reduced service life and increased maintenance. The thicknesses recommended are assumed a minimum for construction. The design also assumed the aggregate base will be compacted to a minimum of 100% of the Standard Proctor density and the bituminous pavement placed and compacted to 92% of the maximum theoretical density. The subgrade fill within the upper 3’ should also be compacted to 100% of the Standard Proctor density. Project Number ESP034001P August 3, 2020 Page 14 of 15 4.4 General Comments We recommend that all geotechnical-related work, including subgrade preparation, and engineered fill placement, be observed by the project geotechnical engineer or their representatives. The geotechnical engineer will perform appropriate testing to verify the geotechnical conditions that have been anticipated during preparation of this report. 5.0 CONSTRUCTION CONSIDERATIONS 5.1 Excavation Safety All excavations should comply with applicable O.S.H.A. standards including O.S.H.A. 29 CFR, Part 1926, Subpart P, "Excavations and Trenches". Excavation safety is the responsibility of the contractor. Reference to these O.S.H.A. requirements should be included in the project specifications. 5.2 Cold Weather Construction Construction during cold weather should be exercised with care. We have included a sheet entitled “Precautions for Excavating and Refilling During Cold Weather”. 5.3 Field Observations and Testing As variations in soil conditions may exist at locations and elevations other than those encountered at our borings, we recommend the geotechnical engineer be retained to observe the soil conditions during site preparation. We recommend in-place field compaction tests be performed in the compacted fill. 5.4 Soil Sensitivity Clayey and silty soils are susceptible to disturbance from construction traffic, especially in wet conditions. If the soils become disturbed, additional excavation may be required. Therefore, proper excavation equipment should be used to minimize the potential for disturbance. Project Number ESP034001P August 3, 2020 Page 15 of 15 The moisture content of the clayey and silty soils should be monitored closely during the earthwork procedures. If these soils are compacted with moisture contents significantly higher than the optimum (12 to 14%), some yielding of the pavement may occur even if the specified compaction levels have been achieved. Because the moisture-sensitive nature of the soils, use caution to maintain moisture contents near optimum. 6.0 REMARKS This report is for the exclusive use of the parties to which it is addressed. The soil testing and geotechnical engineering services performed by Element Materials Technology St. Paul Inc. for this project have been conducted in a manner with the level of skill and care ordinarily exercised by other members of the profession currently practicing in this area under similar budgetary and time constraints. No warranty, express or implied, is made. Attachments: -Boring Location Plan (1 page) -Soil Boring Logs #B1-#B3 (3 pages) -Particle Size Distribution Reports (3 pages) -Atterberg Limit Report (1 page) -Symbols and Terminology on Test Boring Logs (1 page) -Classification of Soils for Engineering Purposes (1 page) -Field Exploration Procedures (1 page) -Construction Observations and Testing (1 page) -Cold Weather Precautions (1 page) GLACIAL TILL FILL 10.5 7.0 2.0 Surface Elev.: 958.7 ft. FILL, 4" of bituminous pavement and 12" of silty sand and gravel aggregate base at the surface, underlain by lean clay with gravel, brown (FILL) 948.2 956.7 951.7 ELEMENT LOG ESP034001P - APPALOOSA WOODS STREET IMPROVEMENTS PROJECT CORCORAN, MN.GPJ LOG A GNNN08.GDT 8/3/20662 Cromwell Ave. St. Paul, MN 55114 Telephone: 651-645-3601 81st Place N Corcoran, MN WATER LEVEL OBSERVATIONS LEAN CLAY, with a little gravel, wet, gray, mottled, very soft (CL) 2 End of Boring 24 18 18 18 18 AUGER SS SS SS 8 City of Corcoran co Wenck LEAN CLAY, with a little gravel, moist, dark gray, soft (CL) p200= 11.6% SS 4 1 8 AS 5 4 3 5 ADDITIONAL DATA/ REMARKS DRY DENSITYPCFMOISTURE, %TYPENUMBERBLOWS/12"N - VALUERQDSheet 1 of 1 CLIENT None STARTED DRILL CO. DRILLER LOGGED BY TESTSSAMPLES GRAPHIC LOGDEPTH (FT.)5 10 LOG OF BORING NO. B1 7/28/20 367 MM JOS Ap paloosa Woods Street Improvements Project ARCHITECT/ENGINEER Wenck PROJECTSITE IN. RECOVEREDIN. DRIVENGEOLOGYProject No. ESP034001P FINISHED DRILL RIG ASS'T DRILLER APPROVED 7/28/20 Element KK MM GLACIAL TILL FILL 10.5 7.0 2.0 Surface Elev.: 958.4 ft. FILL, 16" of silty sand and gravel aggregate base at the surface, underlain by a mixture of clayey sand and lean clay with gravel, with trace organics, brown (FILL) 947.9 956.4 951.4 ELEMENT LOG ESP034001P - APPALOOSA WOODS STREET IMPROVEMENTS PROJECT CORCORAN, MN.GPJ LOG A GNNN08.GDT 8/3/20662 Cromwell Ave. St. Paul, MN 55114 Telephone: 651-645-3601 81st Place N Corcoran, MN WATER LEVEL OBSERVATIONS LEAN CLAY, with a little gravel, moist, brown to gray, mottled, firm (CL) 2 End of Boring 24 18 18 18 18 AUGER SS SS SS 7 City of Corcoran co Wenck LEAN CLAY, with a little gravel, moist, brown, mottled, firm to soft (CL) p200= 9.8% SS 10 1 9 AS 5 4 3 11 ADDITIONAL DATA/ REMARKS DRY DENSITYPCFMOISTURE, %TYPENUMBERBLOWS/12"N - VALUERQDSheet 1 of 1 CLIENT None STARTED DRILL CO. DRILLER LOGGED BY TESTSSAMPLES GRAPHIC LOGDEPTH (FT.)5 10 LOG OF BORING NO. B2 7/28/20 367 MM JOS Ap paloosa Woods Street Improvements Project ARCHITECT/ENGINEER Wenck PROJECTSITE IN. RECOVEREDIN. DRIVENGEOLOGYProject No. ESP034001P FINISHED DRILL RIG ASS'T DRILLER APPROVED 7/28/20 Element KK MM GLACIAL TILL FILL 10.5 3.5 LEAN CLAY, with a little gravel, moist, brown, mottled, soft (CL) 935.7 944.2 942.7 ELEMENT LOG ESP034001P - APPALOOSA WOODS STREET IMPROVEMENTS PROJECT CORCORAN, MN.GPJ LOG A GNNN08.GDT 8/3/20662 Cromwell Ave. St. Paul, MN 55114 Telephone: 651-645-3601 81st Place N Corcoran, MN WATER LEVEL OBSERVATIONS 2.0 1 End of Boring 24 18 18 18 18 19 AUGER SS SS 5 City of Corcoran co Wenck LEAN CLAY, with a little gravel, moist, brown, soft (CL) (Possible Fill)LL= 30, PL=19 6 SS 8 SS AS 5 4 3 2 FILL, 16" of silty sand and gravel aggregate base at the surface, underlain by lean clay with gravel, moist, brown to gray (FILL) 6 ADDITIONAL DATA/ REMARKS CLIENT DRY DENSITYPCFMOISTURE, %TYPENUMBERBLOWS/12"N - VALUERQDSheet 1 of 1 5 10 LOG OF BORING NO. B3 DEPTH (FT.)None GRAPHIC LOGSAMPLES TESTS STARTED DRILL CO. DRILLER LOGGED BY Ap paloosa Woods Street Improvements Project ARCHITECT/ENGINEER Wenck PROJECTSITE GEOLOGYIN. RECOVEREDIN. DRIVEN7/28/20 Element KK MM Project No. ESP034001P FINISHED DRILL RIG ASS'T DRILLER APPROVED 7/28/20 367 MM JOS Surface Elev.: 946.2 ft. EAR-CONTROLLED DATAElement Materials Technology St. Paul, MN (no specification provided)* PL= LL= PI= USCS (D 2487)= AASHTO (M 145)= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= Remarks SILTY SAND with gravel aggregate base, fine to medium grained, light brown to brown (Aggregate Base) 1-1/2"1"3/4"1/2"3/8"#4#10#30#40#50#100#200 100.0100.0100.095.289.578.869.950.643.434.318.111.6 9.7687 7.4017 1.00400.5809 0.2560 0.1182 Sample was discarded after testing. 7-28-2020 7-31-2020 K. Zander B. Nehring Staff Engineer 7-28-2020 City of Corcoran co Wenck Appaloosa Woods Street Improvments Project Corcoran, MN ESP034001P Material Description Atterberg Limits (ASTM D 4318) Classification Coefficients Date Received: Date Tested: Tested By: Checked By: Title: Date Sampled:Location: SB1 Sample Number: Aggregate Base Depth: 4"-12" Client: Project: Project No: Figure Test Results (C136 & C117) Opening Percent Spec. *Pass? Size Finer (Percent) (X=Fail)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110 % +3"Coarse % Gravel Fine Coarse Medium % Sand Fine Silt % Fines Clay 0.0 0.0 21.2 8.9 26.5 31.8 11.62 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report EAR-CONTROLLED DATAElement Materials Technology St. Paul, MN (no specification provided)* PL= LL= PI= USCS (D 2487)= AASHTO (M 145)= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= Remarks SAND with SILT with gravel aggregate base, fine to medium grained, light brown to brown (Aggregate Base) 1-1/2"1"3/4"1/2"3/8"#4#10#30#40#50#100#200 100.0100.094.286.182.071.460.937.430.123.814.59.8 15.7344 11.8422 1.88301.0762 0.4239 0.15840.0777 24.22 1.23 Sample was discarded after testing. 7-28-2020 7-30-2020 K. Zander B. Nehring Staff Engineer 7-28-2020 City of Corcoran co Wenck Appaloosa Woods Street Improvments Project Corcoran, MN ESP034001P Material Description Atterberg Limits (ASTM D 4318) Classification Coefficients Date Received: Date Tested: Tested By: Checked By: Title: Date Sampled:Location: SB2 Sample Number: Surface Gravel Depth: 0"-16" Client: Project: Project No: Figure Test Results (C136 & C117) Opening Percent Spec. *Pass? Size Finer (Percent) (X=Fail)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110 % +3"Coarse % Gravel Fine Coarse Medium % Sand Fine Silt % Fines Clay 0.0 5.8 22.8 10.5 30.8 20.3 9.82 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report EAR-CONTROLLED DATAElement Materials Technology St. Paul, MN (no specification provided)* PL= LL= PI= USCS (D 2487)= AASHTO (M 145)= D90=D85=D60= D50=D30=D15= D10=Cu=Cc= Remarks LEAN CLAY, with sand, trace of gravel, brown (CL) 1-1/2"1"3/4"1/2"3/8"#4#10#30#40#50#100#200 100.0100.0100.0100.0100.098.296.787.683.481.778.875.6 19 30 11 CL A-6(7) 0.7307 0.4915 The sample was retained in a sample jar after testing. Moisture Content= 18.75% 7-28-2020 7-30-2020 K. Zander B. Nehring Staff Engineer 7-28-2020 City of Corcoran co Wenck Appaloosa Woods Street Improvments Project Corcoran, MN ESP034001P Material Description Atterberg Limits (ASTM D 4318) Classification Coefficients Date Received: Date Tested: Tested By: Checked By: Title: Date Sampled:Location: SB3 Sample Number: 3 Depth: 2-3.5' Client: Project: Project No: Figure Test Results (C136 & C117) Opening Percent Spec. *Pass? Size Finer (Percent) (X=Fail)PERCENT FINER0 10 20 30 40 50 60 70 80 90 100 GRAIN SIZE - mm. 0.0010.010.1110 % +3"Coarse % Gravel Fine Coarse Medium % Sand Fine Silt % Fines Clay 0.0 0.0 1.8 1.5 13.3 7.8 75.62 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200Particle Size Distribution Report EAR-CONTROLLED DATATested By: B. Nehring Checked By: B. Nehring LIQUID AND PLASTIC LIMITS TEST REPORT PLASTICITY INDEX0 10 20 30 40 50 60 LIQUID LIMIT 0102030405060708090100110 CL-ML C L o r O L C H o r O H ML or OL MH or OH Dashed line indicates the approximate upper limit boundary for natural soils 47 WATER CONTENT28 28.4 28.8 29.2 29.6 30 30.4 30.8 31.2 31.6 32 NUMBER OF BLOWS 5678910 20 25 30 40 MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS Project No. Client: Remarks: Project: Location: SB3 Sample Number: 3 Depth: 2-3.5' Element Materials Technology St. Paul, MN Figure LEAN CLAY, with sand, trace of gravel, brown (CL) 30 19 11 83.4 75.6 CL ESP034001P City of Corcoran co Wenck Sample was retained in jar after testing.Appaloosa Woods Street Improvments Project Corcoran, MN Element St. Paul Form GEO_004 SYMBOLS AND TERMINOLOGY ON TEST BORING LOGS SYMBOLS Drilling and Sampling Laboratory Testing Symbol Description HSA 3-1/4” I.D. hollow stem auger _FA 4”, 6” or 10” diameter flight auger _HA 2”, 4” or 6” hand auger _DC 2-1/2”, 4”, 5” or 6” steel drive casing _RC Size A, B or N rotary casing PD Pipe drill or cleanout tube CS Continuous split barrel sampling DM Drilling mud JW Jetting water SB 2” O.D. split barrel sampling _L 2-1/2” or 3-1/2” O.D. SB liner sample _T 2” or 3” thin walled tube sample 3TP 3” thin walled tube using pitcher sampler _TO 2” or 3” thin walled tube suing Osterberg sampler W Wash sample B Bag sample P Test pit sample _Q BQ, NQ, or PQ wireline system _X AX, BX, or NX double tube barrel N Standard penetration test, blows per foot CR Core recovery, percent WL Water level  Water level NMR No measurement recorded, primarily due to the presence of drilling or coring fluid Symbol Description W Water content, % (ASTM:D2216)** D Dry density, pcf LL Liquid limit (ASTM:D4318) PL Plastic limit (ASTM:D4318) --- Inserts in Last Column (Qu or RQD) --- Qu Unconfined compressive strength, psf (ASTM:D2166) Pq Penetrometer reading, tsf (ASTM:D1558) Ts Torvane reading, tsf G Specific gravity (ASTM:D854) SL Shrinkage limits (ASTM:D427) OC Organic content – Combustion method (ASTM:D2974) SP Swell pressure, tsf (ASTM:D4546) PS Percent swell under pressure (ASTM:D4546) FS Free swell, % (ASTM:D4546) SS Shrink swell, % (ASTM:D4546) pH Hydrogen ion content – Meter Method (ASTM:D4972) SC Sulfate content, parts/million or mg/l CC Chloride content, parts/million, or mg/l C* One dimensional consolidation (ASTM:D2435) Qc* Triaxial compression (ASTM:D2850 and D4767) D.S.* Direct shear (ASTM:D3080) K* Coefficient of permeability, cm/sec (ASTM:D2434) P* Pinhole test (ASTM:D4647) DH* Double hydrometer (ASTM:D4221) MA* Particle size analysis (ASTM:D422) R Laboratory electrical resistivity, ohm-cm (ASTM:G57) E* Pressuremeter deformation modulus, tsf (ASTM:D4719) PM* Pressuremeter test (ASTM:D4719) VS* Field vane shear (ASTM:D2573) IR* Infiltrometer test (ASTM:D3385) RQD Rock quality designation, percent * Results shown on attached data sheet or graph ** ASTM designates American Society for Testing and Materials TERMINOLOGY Particle Sizes Soil Layering and Moisture Type Size Range Boulders > 12” Cobbles 3” – 12” Coarse gravel 3/4” – 3” Fine gravel #4 sieve – 3/4” Coarse sand #4 - #10 sieve Medium sand #10 - #40 sieve Fine sand #40 - #200 sieve Silt 100% passing #200 sieve and > 0.005 mm Clay 100% passing #200 sieve and < 0.005 mm Term Visual Observation Lamination Up to 1/4” thick stratum Varved Alternating laminations of any combination of clay, silt, fine sand, or colors Lenses Small pockets of different soils in a soil mass Stratified Alternating layers of varying materials or colors Layer 1/4” to 12” thick stratum Dry Powdery, no noticeable water Moist Damp, below saturation Waterbearing Pervious soil below water Wet Saturated, above liquid limit Gravel Content Standard Penetration Resistance Coarse-Grained Soils Fine-Grained Soils Cohesionless Soils Cohesive Soils % Gravel Description 2 – 15 A little gravel 16 – 49 With gravel % Gravel Description < 5 Trace of gravel 5 – 15 A little gravel 16 – 30 With gravel 31 – 49 Gravelly N-Value Relative Density 0 – 4 Very loose 5 – 10 Loose 11 – 30 Medium dense 31 – 50 Dense > 50 Very dense N-Value Consistency 0 – 4 Very soft 5 – 8 Soft 9 – 15 Firm 16 – 30 Hard > 30 Very hard Element St. Paul Form GEO_005 FIELD EXPLORATION PROCEDURES Soil Sampling Soil sampling was performed in accordance with ASTM D 1586. Using this procedure, a 2” O.D. split barrel sampler is driven into the soil by a 140 pound weight falling 30”. After an initial set of 6”, the number of blows required to drive the sampler an additional 12” is known as the penetration resistance, or N value. The N value is an index of the relative density of cohesionless soils and the consistency of cohesive soils. Thin wall tube samples were obtained according to ASTM D 1587 where indicated by the appropriate symbol on the boring logs. Rock core samples, if taken, were obtained by rotary drilling in accordance with ASTM D 2113. Power auger borings, if performed, were done in general accordance with ASTM D 1452. Soil Classification As the samples were obtained in the field, they were visually and manually classified by the crew chief in accordance with ASTM D 2488. Representative portions of the samples were then returned to the laboratory for further examination and for verification of the field classification. Logs of the borings indicating the depth and identification of the various strata, the N value, the laboratory test data, water level information and pertinent information regarding the method of maintaining and advancing the drill holes are attached. The descriptive terminology and symbols used on the boring logs are also attached. Element St. Paul Form GEO_009 CONSTRUCTION OBSERVATIONS AND TESTING The recommendations made in this report have been made based on the subsurface conditions found in the borings. It is possible that there are soil and water conditions on site that were not represented by the borings. Consequently, on-site observation during construction is considered integral to the successful implementation of the recommendations. We believe that qualified field personnel need to be on site at the times outlined below to observe the site conditions and effectiveness of the construction. We recommend that the completed excavation and prepared subgrade be observed and tested by a soils engineer/technician prior to fill placement or construction of any foundation elements. These observations would be necessary to judge if all unsuitable materials have been removed from within the planned construction area and that an appropriate degree of lateral oversize has been provided for in those areas where fill will be placed below the bottom of foundation grade. We recommend a representative number of field density tests be taken in all engineered fill placed to aid in judging its suitability. We suggest that at least one density test be performed for at least every 2,500 square feet of engineered fill placed for every 2’ of fill depth. Additional tests should be taken where confined areas are compacted. Any proposed fill material should be submitted to the laboratory for tests to check compliance with our recommendations and project specifications. Element St. Paul Form GEO_011 PRECAUTIONS FOR EXCAVATING AND REFILLING DURING COLD WEATHER The winter season in this area presents specific problems for foundation construction. Soils that are allowed to freeze undergo a moisture volume expansion, resulting in loss of density. These frost-expanded soils will consolidate upon thawing, causing settlement of any structure supported on them. To prevent this settlement, frost should not be allowed to penetrate into the soils below any proposed structure. Ideally, winter excavation should be limited to areas small enough to be refilled to grade higher than footing grade on the same day. Typically, these areas should be filled to floor grade. Trenching back down to unfrozen soils for foundation construction can then be performed just prior to footing placement. The excavated trenches should be protected from freezing by means of insulating or heating during foundation construction. Backfilling of the foundation trenches should be performed immediately after the below-grade foundation construction is finished. In addition, any interior footings or footings designed without frost protection should be extended below frost depth, unless adequate precautions are taken to prevent frost intrusion until the building can be enclosed and heated. In many cases, final grade cannot be attained in one day's time, even though small areas are worked. In the event final grade cannot be attained in one day's time, frost can be expected to develop overnight. Leaving a layer of loose soil on top of the compacted material overnight can minimize the depth of frost penetration. However, any frost that forms in this loose layer, or snow that accumulates, should be completely removed from the fill area prior to compaction and additional soil placement. Frozen soils or soils containing frozen material or snow should never be used as fill material. After the structure has been enclosed, all floor slab areas should be subjected to ample periods of heating to allow thawing of the soil system. Alternatively, the frozen soil can be completely removed and be replaced with an engineered fill. The floor slab areas should be checked at random and representative locations for remnant areas of frost and density tests should be performed to document fill compaction to slab placement. Due to the potential problems associated with fill placement during cold weather, a full- time, on-site soils technician should monitor any filling operations. Full-time monitoring aids in detecting areas of frozen material, or potential problems with frozen material within the fill, so the appropriate measures can be taken. The choice of fill material is particularly important during cold weather, since clean granular fill material can be placed and compacted more efficiently than silty and clayey soils. In addition, greater magnitudes of heaving can be expected with freezing of the more frost susceptible silts and clays. If more specific frost information or cold weather data concerning other construction materials is required, please contact us. Appendix B Preliminary Assessment Roll Estimated Project Cost 153,084.16$ PID PROPERTY ADDRESS TAX PAYER ADDRESS TAXPAYER NAME Units Estimated Assessment Amount 2411923130002 19340 81st Place N 19340 81st Place N J R Laxen & M L Simon 1 9,004.95$ 2411923130003 19360 81st Place N 19360 81st Place N Shelby Ann Burgess 1 9,004.95$ 2411923130004 19263 81st Place N 19263 81st Place N S J Fraasch & N J S Fraasch 1 9,004.95$ 2411923140015 19233 81st Place N 19233 81st Place N Sulaine Marie Pedersen 1 9,004.95$ 2411923140016 19223 81st Place N 19223 81st Place N Dale M Hiebert 1 9,004.95$ 2411923140017 19203 81st Place N 19203 81st Place N D & R Arntson 1 9,004.95$ 2411923140018 19165 81st Place N 19165 81st Place N P J Dorn & A A Dorn 1 9,004.95$ 2411923140031 19125 81st Place N 19125 81st Place N A M Gadalla/I E Siebenschuh 1 9,004.95$ 2411923410003 8035 Ridge Court N 8035 Ridge Court N Steve Powers & Carrie Powers 1 7,200.00$ 2411923410004 8025 Ridge Court N 16369 69th Place N Jonathan T Friese Et Al 1 7,200.00$ 2411923410006 8040 Ridge Court N 8040 Ridge Court N David Mcstott & Judy Mcstott 1 7,200.00$ 2411923140020 19105 81st Place N 19105 81st Place N Leon M & Maria S Ramminger 1 7,200.00$ 2411923140004 19140 81st Place N 19140 81st Place N J & P Peterson 1 7,200.00$ 2411923140027 19114 81st Place N 19114 81st Place N R A & M A M Riemer 1 7,200.00$ 2411923140026 19138 81st Place N 19138 81st Place N Roman Svistun 1 9,004.95$ 2411923140025 19180 81st Place N 19180 81st Place N Mary Judith Phillips 1 9,004.95$ 2411923140009 19260 81st Place N 19260 81st Place N J D & B A Armbruster 1 7,200.00$ Denotes properties from existing pavement to existing pavement Appaloosa Woods - Road Improvements Preliminary Assessment Roll Lot Equivilency Appendix C Appraisal Report Report Type Real Estate Consulting Letter Report (Restricted Appraisal) Effective Date November 23, 2020 Prepared By: Ethan Waytas, MAI, Appraiser William R. Waytas, SRA, Appraiser Nagell Appraisal Incorporated 12805 Highway 55, Suite 300 Plymouth, Minnesota 55441 Tel: 952.544.8966 | Fax: 952.544.8969 Client Subject Property City of Corcoran Street Improvement Project Attn: Brad Martens, City Administrator 81st Place North and Ridge Court 8200 County Road 116 Corcoran, MN 55340 Corcoran, MN 55340 File # V2011001 – Appaloosa Woods Nagell Appraisal Incorporated | 952.544.8966 Page 1 NAGELL APPRAISAL INCORPORATED 12805 Highway 55 #300 Phone 952-544-8966 Plymouth, MN 55441 Fax 952-544-8969 Established in 1968 _________________________________________________________________________ City of Corcoran November 23, 2020 Attn: Brad Martens, City Administrator 8200 County Road 116 Corcoran, MN 55340 To Brad Martens: Per your request, this is a letter report to assist the city for guidance regarding a street improvement project within Corcoran (see attached map for the location of the streets in the project). The project is a street improvement of 81st Place North and Ridge Court. This report is not an appraisal of a specific property, but rather provides a preliminary opinion of a general range of market benefit, if any, for similar properties. Relevant information, including USPAP, is retained in the workfile. If an appraisal of a specific property was performed, the findings of that report are considered likely to be consistent with the findings in this document (but could vary). The letter can function as a test of reasonableness for the proposed assessments. SCOPE OF ASSIGNMENT In accordance with your request, a drive-by viewing of the properties has been made along with some general market comments regarding benefit (if any) for the street and utility improvement project as it relates to the subject market. As noted in the engagement letter, no specific sales data has been collected for this assignment. The general market comments are based on past appraisals, experience, and market information. Pictures of the streets were taken on November 23, 2020 by William R. Waytas. The appraiser also viewed aerial/satellite image on the county GIS website and Google street view images. Project information and documents were provided; the conclusions and information from the report were a part of the overall consulting letter analysis. The preliminary engineering report is retained in the appraiser’s workfile. PROJECT The City of Corcoran is proposing to update existing paved and gravel roads within the project area. The project would be a “shape and pave”, which appears to be grading of the existing road base and then 3 inches of new asphalt paving. Per request, you desire to know the benefit (if any) as it impacts properties in the project area. Motivation for the road improvement project stemmed from deteriorating road surface and/or base, along with paving existing gravel roads. Page 2 Nagell Appraisal Incorporated | 952.544.8966 AREA DESCRIPTION The City of Corcoran is a western outlying suburban community located approximately 35 minutes northwest of Downtown Minneapolis. The population was 5,500 as of 2010 census (a decrease of 2.3% from the 2000 census). The commercial portion of the city is located at the intersection of County Roads 10 & 116. The remainder of the city is mostly made up of rural residential, large estate -sized residential and newer scattered single-family residential developments. Corcoran has a reputation as a stable communi ty. Access to most shopping and surrounding communities is within 15 minutes. Most existing buildings in the area range from average to good quality. No apparent adverse influences. The population for Corcoran in 2010 was 5.379, down from 5,630 in 2000—a 4.5% decrease. The 2019 estimated population is 6,250, a 16.2% increase. Single family homes generally range in value between $195,000 and $575,000+ in the City Limits with an average of about $500,000 (MLS statistics). The city is a mixture of residential, industrial, and commercial. Most homes are average quality. SUBJECT PROPERTIES The project area consists of single-family residential. An exact number of properties being assessed was not available at this time. EXISTING STREETS & UTILITIES Physical Condition of the Existing Road: The existing road improvements are a mixture of gravel or asphalt. The road condition, based on the visual inspection of the streets, is rated to range from poor to fair+, with a majority of the project being fair in condition. There are signs of transverse, longitudinal, and alligator cracking on the paved road. There are also areas of raveling. Physical Condition of Existing Utilities: The utilities in the area are a mixture private well and septic and public water and public sanitary sewer (public electricity and gas are available for all properties). Functional Design of the Road: The existing road is dated, in poor to fair condition, and does have substantial large cracks, heaving, raveling, etc. The road condition is rated to be poor to fair, with a majority of streets fair. Road and utility infrastructure in poor to fair condition do not meet the expectations of typical market participants in this suburban market for re-development, resale price, and/or updating the current uses. Overall, the existing street improvements are in poor to fair + condition, are beginning to look dated (or function) and reflect likewise on the adjoining and side street properties. Nagell Appraisal Incorporated | 952.544.8966 Page 3 PROPOSED IMPROVEMENTS The city is proposing to pave portions of the gravel road and then re-pave existing paved areas. There are no proposed updates to the utility infrastructure. Given the existing condition of the road, the proposed project is logical. If any of the above descriptions change, the benefit due to the project could differ. HIGHEST AND BEST USE The subject project area is located in the eastern portion of the city in an area of residential uses. Owners in the subject area appear to update their property as needed when site and building components wear out or become dated. Owners in the overall area commonly pave their driveways or maintain parking lots as needed, recognizing it adds value when done. Therefore, it is logical to update the road and/or utility infrastructure to the subject properties as needed , as these are essential property characteristics that are expected in this market. An informed buyer would consider the condition of the road , traffic flow/management, and utilities. A well-constructed and good condition road provides aesthetic appeal to a property and efficient/safe traffic flow. Given a choice, a potential informed buyer would likely prefer a newer road with good traffic flow over a deteriorating road with fair traffic flow. Additionally, a potential informed buyer would likely prefer newer utility infrastructure as compared to older, dated and inferior utility infrastructure. If replacement of components of real estate near the end of their economic life in a home or building is postponed, it can be costlier in the long run; delays in replacing components can result in incurring higher interim maintenance costs and potential difficulty in marketing the property. Also, it is typical for the cost of the replacement of an improvement to increase over time. That said it is logical and prudent for market participants to update/replace dated components when needed. Therefore, the highest and best use of the surrounding properties in the project area is for the continued various uses with the proposed infrastructure improvements. Page 4 Nagell Appraisal Incorporated | 952.544.8966 DISCUSSION OF MARKET BENEFIT Listed below are the factors that will be taken into consideration concerning the potential benefit to the properties. Description Existing Improvements Change 1) Road Surface Poor to fair, gravel New, asphalt 2) Base Condition Dated to average Graded, improved 3) Curb Concrete in portions Concrete in portions, unchanged 4) Drainage n/a n/a 5) Storm Sewer Surface Surface 6) City water n/a n/a 7) City sewer n/a n/a 8) Sidewalk None None 9) Street Lights Average Average 10) Functional Design of Road Dated Good, new 11) Traffic Management Average Average 12) Pedestrian Use (biking, walking, etc.) Fair to Poor Good 13) Median n/a n/a 14) Road Proximity to Properties n/a n/a 15) Dust n/a n/a 16) Visual Impact on Properties Fair to Poor Good Based on the preceding grid, the subject properties will improve in 5 of the 16 categories. Market participants generally recognize that roads and utilities need replacing when nearing the end of a long economic life. A typical buyer in the subject market commonly prefers a good condition paved road surface versus an inferior condition paved road surface. Similarly for utilities, market participants prefer new or newer utilities versus older utilities. In addition to visual benefit, new street improvements provide better and safer use for pedestrians (biking, walking, stroller, rollerblading, etc.) and drivers. The new streets and utilities will enhance potential for re-development and/or updating the current p roperties. Properties that indirectly/directly abut or have driveways/access that exit on the new street will benefit. Based on past appraisals, experience, and general market information, it is not uncommon for properties similar to those in the subject market to realize an increase in price for ne w street improvements. Nagell Appraisal Incorporated | 952.544.8966 Page 5 Discussion of Market Benefit – Continued Given the scope of the project, the age/quality/condition of houses, properties in the area with newer street improvements could see an average price benefit of: • Single-Family Residential – Existing gravel to new pavement $15,000 to $23,000 per buildable lot • Single-Family Residential – Existing paved to new pavement $8,000 to $13,000 per buildable lot Note: The above benefit considers only the scope of the project. Higher value buildings /homes or larger lots are on the upper end of the range. Properties on corners, with one street being improved and the other not, might receive less than the above ranges (for example 50% of the benefit). Page 6 Nagell Appraisal Incorporated | 952.544.8966 CONCLUSION The benefit amounts noted above should not be construed or relied on as being an appraisal of a specific property, but are general observations based on the overall market. If an appraisal were made on the individual properties, the actual benefit amount could vary from market observations above. If you have additional questions, please do not hesitate to contact us. Sincerely, Ethan Waytas, MAI William R. Waytas, SRA Certified General MN 40368613 Certified General MN 4000813 Enclosures: Location Map, Aerial Map View of Project, Subject Photos, Qualifications _________________________________________________________________________ www.nagellmn.com Nagell Appraisal Incorporated | 952.544.8966 Page 7 LOCATION MAP Page 8 Nagell Appraisal Incorporated | 952.544.8966 AERIAL VIEW OF PROJECT MAP *Red line reflects the project area Nagell Appraisal Incorporated | 952.544.8966 Page 9 SUBJECT PHOTOGRAPHS Street view Street view Street view Street view Page 10 Nagell Appraisal Incorporated | 952.544.8966 Subject Photographs – continued Street view Street view Street view Street view Nagell Appraisal Incorporated | 952.544.8966 Page 11 Subject Photographs – continued Street view Street view Street view Street view Page 12 Nagell Appraisal Incorporated | 952.544.8966 QUALIFICATIONS Appraisal Experience Presently and since 2006, Ethan Waytas, MAI has been employed as an employee of Nagell Appraisal Incorporated, an independent appraisal firm (11 employees) who annually prepare 1,500 +/- appraisal reports of all types. He is currently a full time licensed certified general real estate appraiser, partner, and director of the company’s IT department. Properties appraised: • Commercial - low and high-density multi-family, retail, office, industrial, restaurant, church, strip - mall, fast-food, convenience stores, auto-service and repair, cinema, numerous special use properties, golf courses, and subdivision analysis. • Residential – single-family residences, hobby farms, lakeshore, condominiums, townhouses, REO and land. • Eminent Domain – extensive partial and total acquisition appraisal services provided to numerous governmental agencies and private owners. • Special Assessment – numerous street improvement and utilities projects for both governmental and private owners. • Clients - served include banks, savings and loan associations, trust companies, corporations, governmental bodies, relocation companies, attorneys, REO companies, accountants and private individuals. • Area of Service - most appraisal experience is in the greater Twin Cities Metro Area (typically an hour from downtown metro). Numerous assignments throughout Minnesota. Testimony -- Court, commission, mediation testimony, etc. has been given Professional Membership, Associations & Affiliations License: Certified General Real Property Appraiser, MN License #40368613 Holds the MAI designation from the Appraisal Institute Education -- Graduate of the University of Minnesota: College of Science and Engineering, Twin Cities Campus Bachelor of Science in Computer Science, with distinction, 3.86 GPA. -- General & Professional Practice Courses & Seminars -- Basic Appraisal Procedures -- Basic Appraisal Principles -- 2012-2013 15-Hour National Uniform Standards of Professional Appraisal Practice -- General Appraiser Sales Comparison Approach -- General Appraiser Income Approach – Part 1 -- General Appraiser Income Approach – Part 2 -- Advanced Income Capitalization -- General Appraiser Report Writing and Case Studies -- Real Estate Finance, Statistics and Valuation Modeling -- 2014-2015 7-hour National USPAP Update Course -- General Appraiser Site Valuation & Cost Approach -- Advanced Market Analysis and Highest & Best Use -- Advanced Concepts & Case Studies -- Quantitative Analysis Nagell Appraisal Incorporated | 952.544.8966 Page 13 Curriculum Vitae -- continued Appraisal Experience Presently and since 1985, William R. Waytas has been employed as a full time real estate appraiser. Currently a partner and President of the Nagell Appraisal & Consulting, an independent appraisal firm (11 employees) who annually prepare 1,500 +/- appraisal reports of all types. Mr. Waytas was employed with Iver C. Johnson & Company, Ltd., Phoenix, AZ from 1985 to 1987. Properties appraised: • Commercial - low and high-density multi-family, retail, office, industrial, restaurant, church, strip- mall, fast-food, convenience stores, auto-service and repair, hotel, hotel water park, bed & breakfast, cinema, marina, numerous special use properties, and subdivision analysis. • Residential – single-family residences, hobby farms, lakeshore, condominiums, townhouses, REO and land. • Eminent Domain – extensive partial and total acquisition appraisal services provided to numerous governmental agencies and private owners. • Special Assessment – numerous street improvement and utilities projects for both governmental and private owners. • Review – residential, commercial and land development. • Clients - served include banks, savings and loan associations, trust companies, corporations, governmental bodies, relocation companies, attorneys, REO companies, accountants and private individuals. • Area of Service - most appraisal experience is in the greater Twin Cities Metro Area (typically an hour from downtown metro). Numerous assignments throughout Minnesota. Professional Membership, Associations & Affiliations License: Certified General Real Property Appraiser, MN License #4000813. Appraisal Institute: SRA, Senior Residential Appraiser Designation, General Associate Member Employee Relocation Council: CRP Certified Relocation Professional Designation. International Right-Of-Way Association: Member HUD/FHA: On Lender Selection Roster and Review Appraiser DNR: Approved appraiser for Department of Natural Resources Testimony -- Court, deposition, commission, arbitration & administrative testimony given. Mediator -- Court appointed in Wright County. Committees -- President of Metro/Minnesota Chapter, 2002, Appraisal Institute. -- Chairman of Residential Admissions, Metro/MN Chapter, AI. -- Chairman Residential Candidate Guidance, Metro/Minnesota Chapter, AI. -- Elm Creek Watershed Commission, Medina representative 3 years. -- Medina Park Commission, 3 years. Page 14 Nagell Appraisal Incorporated | 952.544.8966 Curriculum Vitae -- continued Education -- Graduate of Bemidji State University, Minnesota. B.S. degree in Bus. Ad. -- During college, summer employment in building trades (residential and commercial). -- Graduate of Cecil Lawter Real Estate School. Past Arizona Real Estate License. -- General & Professional Practice Courses & Seminars -- Course 101-Introduction to Appraising Real Property. -- Numerous Standards of Professional Practice Seminar. -- Fair Lending Seminar. -- Eminent Domain & Condemnation Appraising. -- Eminent Domain (An In-Depth Analysis) -- Property Tax Appeal -- Eminent Domain -- Business Practices and Ethics -- Scope of Work -- Construction Disturbances and Temporary Loss of Going Concern -- Uniform Standards for Federal Land Acquisitions (Yellow Book Seminar) -- Partial Interest Valuation Divided (conservation easements, historic preservation easements, life estates, subsurface rights, access easements, air rights, water rights, transferable development rights) Commercial/Industrial/Subdivision Courses & Seminars -- Capitalization Theory & Techniques -- Highest & Best Use Seminar -- General & Residential State Certification Review Seminar -- Subdivision Analysis Seminar. -- Narrative Report Writing Seminar (general) -- Advanced Income Capitalization Seminar -- Advanced Industrial Valuation -- Appraisal of Local Retail Properties -- Appraising Convenience Stores -- Analyzing Distressed Real Estate -- Evaluating Commercial Construction -- Fundamentals of Separating Real Property, Personal Property and Intangible Business Assets Residential Courses & Seminars -- Course 102-Applied Residential Appraising -- Narrative Report Writing Seminar (residential) -- HUD Training session local office for FHA appraisals -- Familiar with HUD Handbook 4150.1 REV-1 & other material from local FHA office. -- Appraiser/Underwriter FHA Training -- Residential Property Construction and Inspection -- Numerous other continuing education seminars for state licensing & AI Speaking Engagements -- Bankers -- Auditors -- Assessors -- Relocation (Panel Discussion) Publications -- Real Estate Appraisal Practice (book): Acknowledgement -- Articles for Finance & Commerce and Minnesota Real Estate Journal Appendix D Preliminary Cost Estimate OPINION OF PROBABLE COST (SHAPE & PAVE) CITY OF CORCORAN APPALOOSA WOODS ROAD RECONSTRUCTION 002294-01 FEASIBILITY STUDY NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE 1 MOBILIZATION LS 1 8,000.00$ 8,000.00$ 2 TRAFFIC CONTROL LS 1 1,000.00$ 1,000.00$ 3 EROSION CONTROL LS 1 1,000.00$ 1,000.00$ 4 RESTORATION LS 1 5,000.00$ 5,000.00$ 5 RECLAIM BITUMINOUS PAVEMENT SY 1329 5.00$ 6,644.44$ 6 COMMON EXCAVATION (OFFSITE)CY 473 20.00$ 9,461.88$ 7 SUBGRADE PREPARATION LF 1610 5.00$ 8,050.00$ 8 BITUMINOUS TACK COAT MATERIAL GAL 243 3.50$ 851.57$ 9 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON 421 85.00$ 35,778.94$ 10 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C)TON 560 75.00$ 41,970.21$ 117,757.05$ CONTINGENCY (15%)17,663.56$ 17,663.56$ 153,084.16$ TOTAL PROJECT COSTS January 5, 2021 BASE BID SCHEDULE SUBTOTAL LEGAL,ENGINEERING, ADMIN (15%) Toll Free: 800-472-2232 Email: wenckmp@wenck.com Web: wenck.com Page 1 of 19 Special Assessment Policy Purpose: The City's special assessment policies and procedures have been established to: 1. Provide a stable and continuing source of funding within the financial capacity of the City, in combination with federal, state, county, and other local financial resources available to the City, to accommodate infrastructure needs for new development, redevelopment, and maintenance within the existing community in the most cost-effective manner. 2. Balance needs and costs for new and existing infrastructure to support and promote economic development and growth as well as maintenance within the existing community by providing for the equitable distribution of infrastructure costs to ensure that specific developments are financially self-supporting to the extent warranted. 3. Provide a comprehensive, well-constructed and well-maintained infrastructure system that services individual properties and takes advantage of economies on a regional scale and flexibility in the timing of infrastructure development. 4. Respond to community needs and desires for health, safety, welfare; accessibility, and mobility provided by new infrastructure and the maintenance of existing infrastructure. 5. Function in harmony with the City's comprehensive plan and growth area plans by providing the infrastructure and amenities associated with those plans thereby promoting orderly growth in areas where services are available or can be provided at the most reasonable cost. 6. Provide the City Council and staff with guidelines and methods to efficiently distribute infrastructure costs to benefiting properties in an equitable and consistent manner thereby enhancing the value of property by assigning a proportionate value of the improvements to the properties deriving benefit from the improvement. General Policy Statement: While the special assessment purposes, policies and procedures have been identified herein, the City Council may deviate from this policy when such rationale in equity arises or the law is required. I. Policy Definitions: A. Adjacent Property: A property directly adjacent to public improvements. Page 2 of 19 B. Access: Properties shall be considered to have access to public street improvements when they may enter onto the improvement from their own private driveway, private road, or public street, or when the street classification would allow the property to be granted driveway access. Properties shall be considered to have access to underground utility improvements when they directly abut the property or may be available to the property by utility or road easement/ROW, and the City has included the property within a defined services area approved for immediate utility service. C. Accrued Interest (or Compounded Interest): Interest which is calculated not only on the initial principal but also the accumulated interest of prior periods. D. Adjusted Area: An area of a benefited property that has been modified by an adjustment factor to more accurately represent the true benefit that property receives from an improvement in comparison to other properties in the assessment area. The adjustment will be based on the improvement design parameters that are applicable to that parcel, as approved by the City Council. Design parameters that may be used to determine the adjustment factor include, but are not limited to, trip generation, storm water runoff coefficients, water or sanitary sewer use, needed fire flow, and zoning or future land use. E. Assessed Cost: Those costs of public improvements that have been determined to benefit specific properties. The assessed cost will be equal to the project cost minus the City cost. Project costs eligible for assessment include all costs associated with the improvements, including, but not limited to, land acquisition, demolition, construction, administration, engineering, legal, financing and other costs as determined by the City Council. The financing charges include all costs of financing the project. These costs include, but are not limited to, financial consultant's fees, bond attorney's fees, and capitalized interest. F. Assessable Footage: The assessable footage is the total front footage of all of the benefiting properties, calculated by using the front footage method. ( G. Assessment Rate: The assessment rate for improvements other than streets is determined by dividing the assessable cost of an improvement by the total number of assessment units such as the total adjusted front footage or square footage, acreage, number of lots, or number of parcels. H. Assessment Unit: Front footage, area, or unit used to compute the costs on the basis of individual assessments. I. Benefit: The increase in property value as a result of a public improvement such as a street, sidewalk, trail, curb and gutter, water main, sanitary sewer, storm sewer, park, or street landscaping. Page 3 of 19 J. Deferment: A process of postponing the collection of the cost of public improvements and funding them as a system cost with the intention of collecting the cost at a later date. K. Driveway Approach: That area which lies between the existing pavement to the right- of- way line; curb cut to curb cut. For assessment purposes driveway approach refers to the road surfacing, not stormwater conveyance such as ditching or culverts. L. Front Footage: The distance measured along the right-of-way line that directly abuts an improvement, not counting Side-Lot Footage. M. Limited Access Street: A street, such as a major or minor collector street, which because of its high volume of traffic has been designated by the City for controlled access, meaning the number of access points to the street will be limited. N. Lot Definitions: 1. Corner Lot: A lot located at a street intersection having both front and side-lot footage. 2. Double Frontage Lot: A lot with access to two separate non- intersecting or intersecting streets but not a corner lot. 3. Irregularly Shaped Lot: Those lots abutting curved streets, cul-de- sacs, or other lots where there is more than five feet of difference in length between the front and back lot lines. 4. Rectangular Lot: A lot with less than five feet of difference in length between the front and back lot lines. O. Public Improvement: Improvements as allowed by State statute that provide a special benefit to properties, including but not limited to streets, sidewalks, trails, curb, gutter, sanitary sewer systems, storm sewer systems, water treatment and distribution systems. P. Special Assessment: A legal process whereby the benefited property is charged for all or a portion of the cost of public improvements. Q. Standards for Surface Improvements: Standards for surface improvements have been established in the City's Engineering Standards. R. Street: All public ways designed as means of access to the adjoining properties. Streets are classified into six groups and classified per a Collector or Local street status in the City's Comprehensive Plan: 1. Local Gravel – Local gravel streets have lower traffic counts as compared to collector gravel streets, have a gravel finish, and utilize rural ditches for stormwater conveyance. Examples include, but are Page 4 of 19 not limited to, Hidden Ponds Drive, Meadow Circle, Nystrom Lane, Rush Meadow Lane, and Treeline Drive. 2. Collector Gravel - Collector gravel streets have higher traffic counts as compared to local gravel streets, have a gravel finish, and utilize rural ditches for stormwater conveyance. Examples include, but are not limited to, Trail Haven Road, Cain Road, Bechtold Road, Old Settlers Road, and Willow Drive. 3. Rural Local Asphalt – Rural local asphalt streets have a bituminous finish and utilize ditches for stormwater conveyance. Examples include, but are not limited to, Cates Longhorn Road, Abilene Lane, Butterworth Lane, Hunter Road, and Dassel Lane. 4. Urban Local Asphalt – Urban local asphalt streets have a bituminous finish and utilize curb and gutter for stormwater conveyance. Examples include, but are not limited to, Bridle Path, Carriage Way, Prairie Sage Lane, and Sorrel Court. 5. Rural Collector Asphalt – Rural collector asphalt streets have higher traffic counts than local streets, have a bituminous finish, and utilize ditches for stormwater conveyance. Examples include, Oakdale Drive. 6. Urban Collector Asphalt – Urban collector asphalt streets have higher traffic counts than local streets, have a bituminous finish, and utilize curb and gutter for stormwater conveyance. Examples include, Gleason Parkway. S. Street Treatment Definitions: 1. Crack Seal and Seal Coat - Crack sealing involves patching and sealing cracks in the roadway. This is followed by seal coating, which involves spraying the road with oil and covering it with a layer of small rock. Crack sealing and seal coating is generally considered routine roadway maintenance. The recommended interval is 6-8 years with first application about 7 years after new roadway construction. 2. Mill and Overlay - Milling and overlaying consists of grinding off the upper layer of asphalt (in urban sections) and replacing it with a new layer of asphalt. This is generally done on roadways that have a fair amount of cracking and other surface distress, usually at about 60% of the street's life cycle. This is considered a structural improvement that will renew the street surface and extend its useful life. 3. Rehabilitate - Rehabilitating a roadway consists of grinding up the existing Page 5 of 19 asphalt and mixing it with a portion of the underlying gravel base (typically 4"- 8"). This combination of bituminous and gravel is then used as the new road base, and a new asphalt surface is paved over this. This is generally done on roadways that have a significant amount of distress. This can be a good alternative to reconstructing a road if the existing road base appears to be structurally sufficient. 4. Reconstruct - Reconstructing a roadway includes improving a gravel road to a paved road or completely removing the existing road and underlying gravel and sand base material, and constructing a new road section. This may also include correcting any poor base material beneath the section, or updating the road to meet design standards such as width and drainage. This is often done in conjunction with utility repairs/replacement. Generally done on roadways that exhibit signs of major distress, such as rutting, cracking, and potholes. T. System Cost: That portion of the assessable cost that benefits properties whose assessments are deferred because they qualify for green acres status, are located outside of the City limits, or are unable to make use of the improvements due to factors beyond their control. The City may reimburse itself for such system costs from the benefitting properties when the basis for the deferral is no longer valid. U. Unit: A unit, for purposes of defining an assessment, may include, but is not limited to: a household; a parcel/lot; water or sewer main length and size; sidewalk or trail length, width and depth; driveway approach length, width and depth. II. Policy Implementation and Procedures: A. Assessment Classification The assessment process shall address the feasibility of physical construction and also the affordability of the improvements. In meeting these responsibilities, a classification system is established below for public improvement projects based on the design capacity and the level of use. Cost apportionment is based on the extent of use of the improvement by the benefiting property owners and City policies for street paving, curb, gutter, and sidewalk construction shall be used as a basic guide. The classification system groups improvements into the three categories: • Type I improvements consist of projects that are mostly of benefit to the abutting properties and include local streets, curb, gutter, water and sewer services, and driveway improvements. Street construction, sidewalk, paving, storm sewer, sanitary sewer, and water mains may be Type I if solely designed to serve the abutting properties. • Type II improvements consist of projects that benefit a larger, yet definable, area. Street construction, sidewalk, paving, storm sewer, sanitary sewer, and water mains may also be Type II if the improvement benefits a larger area. Collector streets, which are likely to be used by a broader segment of the public, should be proportionately assessed to a larger area. Page 6 of 19 • Type III improvements consist of large-scale projects of benefit to the entire City regardless of location. The criteria for designation of any improvement as Type III are facilities that serve areas larger than a definable neighborhood or those areas separated by major identifiable barriers, such as creeks, or county roads. Typically, Type III improvements are financed through a combination of Federal and State appropriations and available City funds; however, special assessments may be needed to fully fund the project. If financial assistance is received by the City from the Federal Government, from the State of Minnesota, the County, or from any other source to defray a portion of the costs of a given improvement, such aid will be used first to reduce the "City cost" of the improvement. If the financial assistance received is greater than the normal "City cost", the remainder of the aid will be applied according to the terms of the assistance program or at the Council's discretion. The assessment classifications are listed in Table 1 below. The City Council may from time to time adjust the classification of improvements to maintain the equitability of the assessment cost. Table 1. Assessment Classification Type I Improvements Type II Improvements Type III Improvements Curb & Gutter Trunk Sanitary Sewers (greater than 8" diameter) Bridges Sidewalks and trails, 5 feet wide or less Trunk Water Main (greater than 8" diameter) and Looped Water Main Community Facilities Library Law Enforcement Fire Station Sanitary Sewer Laterals (less than or equal to 8" diameter) Collector Streets Water Main (less than or equal to 8" diameter) Sidewalks and trails, greater than 5 feet wide Community Parks Sewer & Water Services Storm Drainage Improvements Wastewater Treatment Facilities Local Streets/Alleys Pumping Stations Water Tower Storm Drainage Improvements Water Treatment Plant Other improvements mandated or authorized by law B. Methods of Assessment The City shall use the following methods in determining assessments for public improvements. Page 7 of 19 1. Front Footage Method This method computes the assessable frontage for the project and for each property. The assessment rate is obtained by dividing the total assessable cost by the assessable footage in an assessment district. The assessment for each parcel is then obtained by multiplying the assessment rate times the front footage for each property. Front footage is determined as follows: a. For rectangular lots, the front footage shall be the same as the front footage at the right-of-way. b. For irregularly shaped lots, the front footage will typically be calculated as the width of the lot as defined in the City's zoning ordinance, although other methods may be used at the City's discretion (such as average lot width) if they are determined to be more equitable. c. For all corner lots, street assessments, regardless of the orientation of the house, shall be based on one-half of the footage of the road being improved. d. For a rectangular corner lot, water and sewer assessments, regardless of the orientation of the house, the short side of the lot shall be considered to be the "frontage". e. Double frontage lots may be assessed for any street improvement that it has direct access to, if the lot is of such size that it could be split into multiple buildable lots. The front footage for each improvement will be determined in accordance with the above- described policies, whichever is appropriate. 2. Area Method This method computes cost on a square foot or acreage basis. The assessment rate is determined by dividing the total assessable cost by the total benefiting area. A parcel's assessment is then determined by multiplying the assessment rate times the benefiting area of the parcel. When the benefiting area includes both platted and un- platted properties, the gross benefiting area will be used to apportion the benefit among the properties. An adjustment factor reflecting land use may be applied to a parcel's benefiting area in some cases. For example, for storm sewer design, the assumed rate of runoff per acre from a commercial lot is greater than the runoff rate from a residential lot. If all uses are the same in a project area (single family, multi- family, commercial, or industrial), the assessment rate is the same for all. Where there is variation in residential density or uses, the assessment rate may be adjusted to reflect the corresponding differences in benefit. The assessable area shall include all properties legally eligible for assessments. The following items may not be included in area calculations: public right-of-ways, natural waterways, lakes or other wetlands. 3. Unit Method This method computes the costs on the basis of individual assessment units. For example, sewer and water services, sidewalks, trails, and driveway approaches are typically considered separate individual units. The total project cost is divided by the total number of assessment units to calculate the fixed cost. Assessment units could be determined on a per lot or per unit basis, or any combination thereof. For lots that may be further Page 8 of 19 subdivided, the City may determine the number of assessable units based on the number of equivalent lots that could be created from a particular parcel. 4. Combination Method This method involves using one or more of the above defined methods to more equitably calculate assessments. The combination method may be considered when there is varying land use, undeveloped properties available for future development, or other circumstances involving the defined public improvement that may provide assessment inequities. C. Determination of Assessable Costs, Rate and Term 1. Water System a. Water Mains: The assessable cost for installing new water main improvements shall be based on the level of service required by the property. In residential areas, 100% of the cost of installing water main that is 8-inches in diameter or less shall be assessed to the benefiting properties, and up to 50% for reconstruction, see chart below. In commercial areas, 100% of the cost of installing new water main and 50% of the cost of reconstruction will be assessed, based on current design standards. The cost of over sizing the water main for general distribution purposes shall not be assessed. Where larger diameter water mains are required to serve commercial, industrial or institutional properties, the increased cost of water main installation shall be assessed to those properties. Where improvements are designed to serve an area beyond that of direct benefit, the City may defer that portion of the assessment and fund it as a system cost. Reconstruction Assessments – Water System Years After First Assessment Levied1 City Share2 Assessed Share2 0-20 years 100% 0% 20-40 years 75% 25% Over 40 years 50% 50% 1First assessment refers to the original assessment for properties developed or platted at or before the time the improvement is constructed, or to the deferred assessment for properties developed or platted after the improvement is constructed. 2Percentage based on project construction cost. The assessed share of the project cost, as listed in the above table, will be apportioned against the benefiting properties. The City Engineer will use standard procedures to determine the benefiting property for each specific project. b. Water Services: The assessable cost for the construction or replacement of water services shall be 100% of the project cost. The unit cost method will be used to calculate the assessment. c. Length of Assessment: The assessment period for sanitary sewer improvements, including new construction and replacement projects, is a maximum of twenty years. Page 9 of 19 2. Sanitary Sewer Sanitary Sewer Assessments shall be based on engineering design standards. The assessable cost for installing sanitary sewer improvements shall be based on the type of service required by the property. In residential areas, 100% of the cost of installing new sanitary sewer that is 8-inches in diameter; and up to 50% for reconstruction, shall be assessed to the abutting properties. Where larger diameter sanitary sewers are required to serve commercial, industrial or institutional properties, the increased cost of installation shall be assessed to those properties. Where improvements are designed to serve an area beyond that of direct benefit, the City may defer that portion of the assessment and fund it as a system cost. a. Sanitary Sewer Assessment Formula: Assessments to be levied against properties within the benefited area shall be distributed to those properties on the basis of the following provisions: 1. Assessment Rate: The assessment rate shall be equal to the "assessable cost" of the improvement divided by the total number of assessable units benefited by the improvement. Projects having an uneven distribution of benefits may be subdivided into separate improvements using multiple assessment methods and rates to more equitably apportion the assessments. 2. Assessable Units: The assessable units shall be determined as follows: i. Lateral Sewers. The assessment method shall be the "unit method", unless otherwise specified by the Council. ii. Trunk Sewer and Lift Station. Trunk fees shall be charged as outlined in City Code, Chapter 51: Regulating Public Sanitary Sewer and Water Within the City of Corcoran. iii. Sewer Services. The assessable cost for the construction or replacement of sewer service lines shall be 100% of the project cost. The assessment shall be based on the number of sewer services installed for each individual property. This is the unit cost method of assessment. 3. Assessment Formula for Replacement: The following table shows the cost split for replacement of sanitary sewers (trunk sewers, lateral sewers, and lift stations), if they are to be assessed. Reconstruction Assessments – Sewer System Years After First Assessment Levied1 City Share2 Assessed Share2 0-20 years 100% 0% 20-40 years 75% 25% Over 40 years 50% 50% 1First assessment refers to the original assessment for properties developed or platted at or before the time the improvement is constructed, or to the deferred assessment for properties developed or platted after the improvement is constructed. Page 10 of 19 2Percentage based on project construction cost. The assessed share of the project cost, as listed in the above table, will be apportioned against the benefiting properties. The City Engineer will use standard procedures to determine the benefiting property for each specific project. 4. Length of Assessment: The assessment period for sanitary sewer improvements, including new construction and replacement projects, is a maximum of twenty years. 3. Storm Sewer Storm sewer improvements shall be classified to include all storm sewer, storm sewer pumping stations, culverts, ditches, rain gardens, swales, street grading and any other improvement, which will facilitate drainage. The assessment for the construction of storm drainage improvements shall be based on the level of service required by the property. a. Storm Sewer Assessment Formula: Assessments to be levied against properties within the benefited area shall be distributed to those properties on the basis of the following provisions: 1. Assessment Rate: The assessment rate shall be equal to the assessable cost of the improvement divided by the total number of assessable units benefited by the improvement. Projects having an uneven distribution of benefits may be subdivided into separate improvements using multiple assessment methods and rates to more equitably apportion the assessments. 2. Assessable Units: The assessable unit, unless otherwise specified by the Council, shall be the gross area or adjusted area of the benefited properties, both present and future, as determined in the project design. 3. Assessable Cost: The assessable cost shall be 100% of the total project cost for new or expanded storm drainage improvements, and up to 50% for reconstruction, based on the chart below. 4. Length of Assessment: The assessment period for sanitary sewer improvements, including new construction and replacement projects, is a maximum of twenty years. Reconstruction Assessments – Storm Sewer Years After First Assessment Levied1 City Share2 Assessed Share2 0-20 years 100% 0% 20-40 years 75% 25% Over 40 years 50% 50% 1First assessment refers to the original assessment for properties developed or platted at or before the time the improvement is constructed, or to the deferred assessment for properties developed or platted after the improvement is constructed. 2Percentage based on project construction cost. The assessed share of the project cost, as listed in the above table, will be apportioned against the benefiting properties. The City Engineer will use standard procedures to determine the benefiting property for each specific project. 5. Assessment Formula for Replacement: The cost split for replacement of storm Page 11 of 19 sewers, lift stations, and miscellaneous drainage improvements, if they are to be assessed, will be assessed in the same manner as sanitary sewer replacement as shown above. 6. Length of Assessment: The assessment period for storm sewers, lift stations, and miscellaneous drainage improvements is a maximum of twenty years. Where improvements are designed to serve an area beyond that of direct benefit, the City may defer that portion of the assessment and fund it as a system cost. 4. New Street Construction The City's general policy and practice is to require new residential street construction during land use development applications to be constructed to City standards by the developer/applicant with no special assessments or public bonding support. 5. Street Reconstruction, Rehabilitation, and Mill and Overlays a. Reconstruction and Rehabilitation - The assessable cost of street reconstruction and street rehabilitation projects shall be determined by the benefit to properties affected by the project determined through a letter of benefit or similar from a licensed appraiser. The assessment shall be 90 percent of the low value of the benefit. For example, if the benefit for a direct access residential property was valued from $12,000-$15,000 per unit, the assessment would be $10,800 ($12,000 x .9 = $10,800). If the benefit for an indirect access residential property was $3,000-$5,000 per unit, the assessment would be $2,700 $3,600 ( $3,000 x .9 = $2,700 ). The method of assessment shall be based on per unit. The remaining cost shall be a City cost. 6. 1. For properties with access to the street receiving a reconstruction or rehabilitation, each existing unused development right and newly created development right resulting from the project will be assessed an amount equal to the assessment of a direct access property. 2. Landowners receiving assessments for existing unused development rights and newly created development rights may have the option of paying the entire assessment in one lump sum or through deferral until time of plat with no accrued interest during the period of deferral. Assessments will be filed with the County Recorder. b. Mill and Overlays - The assessable cost of overlays and mill and overlays shall be determined by the benefit to properties affected by the project determined through a letter of benefit or similar from a licensed appraiser. The assessment shall be 90 percent of the median value of the benefit. For example, if the benefit was valued from $1,500-$2,500 per unit, the assessment would be $1,800. The method of assessment shall be based on per unit. The remaining cost shall be a City cost. 1. Exception: The City has completing initial overlays on roads without assessments, the following roads will receive one overlay without an assessment in order to complete the existing program, if the road is improved to a higher standard instead of an overlay the exception no longer applies: Bluestem Trail, Cates Longhorn Road, Chisolm Trail, Country Circle, Country Road, Hage Drive, Heather lane, Page 12 of 19 High Bluff Lane, Hunters Ridge, Jackie Lane, Jubert Lane, Julie Ann Drive, Larkin Road, Maple Hill Road, Meadow Creek Drive, Mohawk Road, Oswald Farm Road, Pioneer Trail, Robert Lane, Rolling Hills Road, Rush Creek Drive, Schutte Farm Road, Sunnyhill Road, Sunset Lane, and Windmill Drive. c. Length of Assessment - The assessment period for street improvements is a maximum of twenty years. 7. SIDEWALK The front footage or unit cost method shall be the basis for assessment. The assessable cost for sidewalk improvements shall be 100% for both new construction and reconstruction up to 5 feet wide. Sidewalk maintenance and rehabilitation shall be repaired or replaced to the original standard and is the responsibility of the abutting property owner. 8. DRIVEWAY APPROACHES Driveway approaches shall be part of the overall project and not assessed separately. The improvement to driveway approaches should be considered as the amount of benefit is established. D. Deferred Assessments for Green Acres In cases where improvement projects are determined to benefit properties that have been certified to qualify for Green Acres exemption, the City will determine that portion of the project cost that benefits those properties, and finance that portion of the project cost as a system cost. Landowners of benefiting properties may have the option of paying the entire assessment in one lump sum or through deferral as allowed by Minnesota Green Acres statutes. Once the benefiting properties no longer qualify for Green Acres status, the City may recover the system cost. Interest will not be accrued during the period of deferral if assessed on a Green Acres parcel which is not designated as homestead property. Assessments to landowners of Green Acres parcels which contain both homestead and non-homestead assessment units will accrue interest during the period of the deferral on the homestead assessment units only. Assessments against Green Acres parcels will be filed with the County Recorder. E. Deferred Assessments for Undeveloped Property In the Council’s discretion, the City may, at the meeting in which the Council approves an assessment, levy the assessment but defer the first installment of the assessment for unimproved property until a designated future year, or until the platting of the property or the construction of improvements. However, all deferred assessments must be paid within 30 years of the assessment levy. The City Council may set, by resolution, terms, conditions, standards, and criteria for the deferral and future payments. Assessments deferred pursuant to this section shall not accrue interest during the period of deferral. The City shall file a certificate with the county recorder stating the legal description of property subject to deferred assessments, and the amount of the deferred assessments. The City shall include all benefitted property in the assessment proceedings, including those properties on which it determines to Page 13 of 19 defer assessments. F. Determination of Assessment Rate and Terms 1. Interest Rate on Assessments: The City will charge interest on special assessments at a rate specified in the resolution approving the assessment roll. If bonds were sold to finance the improvement project, the interest rate shall generally be one percent (1.0%) more than the average rate of the bonds, rounded to the nearest quarter of a percent. If no bonds were sold, the interest rate shall be set using the same formula based on the current bond market. 2. Length of Assessment: The assessment period for all improvements is subject to the requirements of the bond market at the time of project financing and thus may vary in length from the time periods proposed. G. Undeveloped Property The City shall require the developer, owner or sub-divider of any property within the City's corporate limits desiring to install street, curb and gutter, sidewalk, sanitary sewer or water main improvements to follow the City's subdivision ordinance, in addition to the following: 1. Upon written request by a developer, the City Council shall give consideration to the preparation of a feasibility report to determine the feasibility of construction for the desired improvements. The developer will prepare a plan and other such information, as the Council requires, prior to the Council making a decision on the request. 2. The developer and/or the property owner are required to sign a Developer's Agreement and Petition and Waiver Agreement, in a form acceptable to the City, prior to awarding a contract. 3. At the completion of an improvement, all improvement costs will be recorded or certified to the County per the Developer's Agreement H. Petitioned Improvement Projects The City will consider petitioned improvement projects. However, the need for specific projects shall be determined based on engineering standards (e.g. the existing condition represents a physical or structural hazard, or is no longer cost-effective to maintain, etc.) as determined by the City Public Works Superintendent and City Engineer and approved by the City Council. The City may consider the following information in approving or denying the petition: comprehensive cost of the project; cost to individual properties; demonstrated need for the project; existing site conditions of the proposed project; geographic scope of the project area, and any other information the City deems relevant. The City Council has the authority to initiate non-petitioned improvement projects, if it is felt the improvements are in the best interest or safety of the citizens. Page 14 of 19 Special Assessment Procedures Purpose: This procedure is for internal purposes to summarize statutory and administrative requirements with respect to special assessments. Changes occur statutorily on an annual basis and administratively through Council direction and administrative review on an on-going basis. Verification of any changes needs to occur prior to utilizing this document as those changes may supersede the contents of this document at the time of approval. Procedure: I. Initiation of Proceedings Either a petition from affected property owners or the Council initiates Minnesota State Statute chapter 429 proceedings. A. By Petition: If the Council chooses to proceed with an improvement based on a petition it must have the signatures of the owners of at least 50 percent in frontage of the property bordering the proposed improvements. B. By Council: The Council may act on its own initiative in proposing a local improvement and ordering a feasibility report. The Council must calculate the cost of the improvement or direct staff to do so. II. Feasibility Report Whether initiated by petition or by Council, Chapter 429 requires that the city engineer, or another person with similar skills, prepare a feasibility report. The feasibility report must cover such factors as whether the project is necessary, the availability of money in the general fund to pay the city's share of the cost, an estimate of that cost, whether the improvement is cost effective, and any other information necessary for Council consideration. The feasibility report must also include the estimated cost of the improvement as recommended. Since a reasonable estimate of the total amount to be assessed and a description of the methodology used to calculate individual assessments for affected parcels must be available at the hearing it could be part of the commissioned report. The feasibility report is integral to the assessment process. Best practice suggests that the City Council pass a resolution receiving the report and provide preliminary notice of the improvement. Ill. Initial Considerations The law requires two public hearings commonly known as an improvement hearing and an assessment hearing; in between these two public hearings Council may order the improvement, decide how to construct the project and tabulate an assessment roll. A. Determining Benefit Districts: Determining what area benefits from improvement projects, or the area against which the City will levy assessments, is a major policy Page 15 of 19 decision for the City Council. The benefit district varies with the kind of improvement. For some improvements, such as a water tank, the area benefited might be very large. In levying an assessment to finance the tank's construction the Council might assess the entire area the tank services. The special benefit test still applies. City staff, consulting engineers and attorneys may provide the basis for Council to determine what area or district to assess for a specific improvement because that area benefits from the improvement. B. City's Share: At any time before or after the City actually incurs expenses for the improvement, the Council must pass a resolution determining how much the City plans to pay and separate that from amounts to be assessed. Best practices suggest the Council work with an appraiser and an attorney to determine the appropriate City share of a particular project. The City has adopted a policy to address the methodology of the assessment calculations. C. Non-abutting Property: The Council may wish to levy assessments against adjacent, non- abutting properties if the properties benefit from the improvement. D. Service Laterals: City utility ordinance requires that property owners maintain private water and sewer service laterals. When an improvement project requires new service laterals the City may require that property owner to install or replace them. E. May Omit Improvement Hearing: The Council may omit the improvement hearing if 100 percent of the affected landowners sign the petition requesting the improvement. If the landowners are not paying 100% of the project costs the City will consider holding both public hearings. F. Two or More Simultaneous Local Improvements: When the City proposes undertaking two or more local improvements simultaneously the City does not need to issue separate notices and hold separate improvement hearings on different dates. The notice will describe each improvement separately, stating the estimated cost for each one and noting that there will be a hearing to address each improvement. IV. Prepare for the Improvement Hearing The purpose of the first hearing is for the Council to discuss a specific local improvement before ordering it done. The Council considers all the information in the feasibility report and any other information necessary for Council deliberation. A. Publish Notice of the Improvement Hearing: The City must publish notice of the initial public hearing on the proposed project twice in the official newspaper, stating the time and place of the hearing, the general nature of the improvement, the estimated cost, and the area proposed to be assessed. The notices must appear at least one week apart. At least three days must elapse between the last publication date and the date of the hearing. B. Mail Notice of the Improvement Hearing: The City must mail a notice once to each property owner in the proposed assessment area, at least 10 days prior to the improvement hearing that states the time and place of the hearing, the general nature of the improvement, the estimated cost and the proposed assessment area. The notice must also contain a statement that a reasonable estimate of the cost of the assessment will be Page 16 of 19 available at the hearing. The City will diligently make every effort to notify citizens about assessment proceedings. According to statute, failure to give mailed notice of the improvement hearing will not invalidate subsequent assessment proceedings. Notice to other governmental entities must be sent out at least two weeks before the improvement hearing, by registered or certified mail to the head of the instrumentality, department or agency having jurisdiction over the property. V. Improvement Hearing At the improvement hearing, interested persons may voice their concerns, whether or not they are in the proposed assessment area. A reasonable estimate of the total amount to be assessed and a description of the methodology used to calculate individual assessments for affected parcels must be available at the hearing. If the Council rejects the project, it may not reconsider that same project unless another hearing is held following the required notice. The Council must prepare a record of the proceedings and make written findings. The Council may adjourn and subsequently continue the improvement hearing. To provide proper notice, before the improvement hearing is adjourned, the Council must state on record, the date, time and place of the continuation of the improvement hearing, if any. VI. Ordering the Improvement A resolution ordering the improvement may be adopted at any time within six months after the date of the improvement hearing. A. Vote Requirements for Ordering the Improvement: If the improvement is made pursuant to a legally sufficient petition from property owners, the Council adopts the resolution by a simple majority vote of all members of the Council. If there is not a petition, adoption requires a 'super-majority' vote, meaning the council can only adopt the resolution by a four-fifths vote of all members of the Council. B. Time Limits for Local Improvements: The resolution ordering the improvement may be adopted at any time within six months after the date of the improvement hearing. Either arrangements for day labor or a contract must be made within one year of adopting the resolution ordering the improvement, unless the Council specifically states a different timeframe in the resolution ordering the improvement. VII. Competitive Bidding The law permits the Council to carry out, in advance of the assessment hearing, all the steps prior to, but short of, actually issuing of a contract for the improvement. Thus, if the Council wishes to provide firm estimates of costs at the hearing, it may, in addition to the required preliminary report, prepare completed plans and specifications, advertise for bids, and open and tabulate them before the assessment hearing. Once the Council orders a public improvement, staff or consultants prepare the necessary plans and specifications and the Council either: • Contracts for all or part of the work to be performed by outside parties, or • Orders all or part of the work to be done by city staff and contracts for any necessary materials and equipment. In either case, contracting law applies. The City Attorney should coordinate the Page 17 of 19 contracting process in combination with the special assessment process. VIII. Prepare the Proposed Assessment Rolls The City Clerk, with the assistance of the engineer or other staff prepares the proposed assessment rolls. The proposed assessment cannot exceed the increase in market value accruing to the property as a result of the public improvement project. Road Assessment Calculations Components: A. Future Lots within the Combined Method Calculation: The maximum potential parcels are calculated with the current zoning. B. Cemeteries: A cemetery cannot be assessed in accordance with State Statute. C. Right of Way: Parcels that are entirely right of ways will not be assessed. D. Rounding: Calculation of assessment will need to be adjusted due to rounding. Practice is that $.01 per parcel will be adjusted either positively or negatively beginning with the last parcel listed. IX. Prepare for the Assessment Hearing The purpose of the second hearing is to give property owners an opportunity to express concerns about the actual special assessment. The Council will pass a resolution setting the date and time of the assessment hearing and direct the City Clerk to publish and mail notice about the assessment hearing. A. Publish Notice of the Assessment Hearing: At least once and at least two weeks before the assessment hearing, the City must publish notice of the hearing in the city newspaper. The published notice must include the hearing time, date, place, overall project description, area to be assessed, total cost of the improvement, a description of a landowner's right to appeal the assessment, and any deferment options, if available. B. Mail Notice of the Assessment Hearing: At least two weeks before the hearing the City must mail notice of the hearing to each affected property owner. This mailed notice must include the amount of the special assessment against the individual parcels, a description of the landowner's right to appeal the assessment, possible prepayment provisions, and the interest rate on the assessments. Failure to comply with the requirements for published and mailed notice invalidates the assessments. The Clerk will execute an affidavit attesting to the mailing to property owners. X. Assessment Hearing The assessment hearing may be adjourned and continued to another time. If the assessment hearing is adjourned, proper notice shall be given, stating for the record, the date, time and place of the continuation of the hearing. A. Resolution Adopting Assessment Roll: At the assessment hearing the Council shall hear and consider all objections to the proposed assessment, whether presented orally or in Page 18 of 19 writing. The Council may change or amend the proposed assessment as to any parcel. Council must by resolution adopt the special assessment against the lands named in the assessment roll. Once the assessment roll is adopted the assessments are set and become liens against the properties listed. The Council must prepare a record of the proceedings and written findings as to the amount of the assessment roll at this hearing. B. Council Decides Interest of Special Assessments: Special assessments may bear interest at any rate the Council determines. In setting the rate the Council should make sure there is a reasonable relationship between the assessment interest rate and the bond interest rate if the City is issuing bonds to finance the project. If the city finances the project with funds on hand without using bonds, the Council will want to look at the interest rate the City would otherwise have earned on the funds. C. Council Decides Payment Timelines: The Council must also decide the number of years over which the property owners may pay the assessment. The statutes permit payment over a period of not more than 30 years. XI. Sending of Final Notice The law does not require that the City send final notice of assessment to property owners if the amount assessed is the same as that listed in the previously mailed assessment hearing notice. The City chooses to notify property owners of all final assessment amounts whether they differ from the proposed assessment or not. Staff will also notify owners by mail the interest rates and prepayment requirements as stated in the proposed assessment notice. XII. Certification of Special Assessment Rolls The City Clerk must certify the assessment rolls to the County Auditor by November 30. The Assessment Rolls need to be accompanied by Council Resolution, certificate with the city seal signed by the City Clerk and a rate card. The County Auditor spreads the assessment every year for collection with taxes. XIII. Payment of Assessments and Interest Property owners initially have two options regarding their assessment. They can either pay the total amount of their assessment immediately, or pay the assessments in annual installments with interest under the terms set by the Council. The property owner can: • Pay the entire amount of the assessment within 30 days after the Council adopts the assessment rolls with no interest. • Pay the entire amount any time after 30 days, but before any certification has been made to the County Auditor with interest accrued to the date of payment. • Any time after the certification the property owner may still pay the entire remaining unpaid amount to the City. The property owner must pay the entire remaining unpaid amount of the assessment before November 15 of any year and must also pay all interest accrued until the end of that calendar year. If the property owner elects not to pay the entire amount of the assessment at once, they may pay it in annual installments spread over the number of years the Council has allowed Page 19 of 19 including interest calculated at the rate established by the Council. XIV. Deferred Assessments Deferred assessments are certified to the County Auditor but collection is deferred. All deferred assessments constitute liens on the property and must be paid within 30 years of the assessment levy. Property owners may request deferment provided the property owner or the property meets certain criteria. The City authorizes deferrals for undeveloped property and Green Acres deferrals. If the assessment deferral is for undeveloped property, or for a Green Acres assessment unit which is not designated as homestead property, no interest shall accrue during the period of the deferral. If interest is deferred with the assessment it will be computed on a compounding basis. Any interest on deferred assessments may be paid or deferred during the period of the deferral. A. Notice of Deferred Assessments: The City will record deferred special assessments with the County Auditor. The certificate of the deferred assessment will contain the type of deferral. B. Interest on Deferred Assessments: Property owners may pay interest (if applicable) either annually during the period of deferment, or when the assessment becomes payable. If interest is deferred with the assessment it will be computed on a compounded basis. { STAFF REPORT Agenda Item 10c. Council Meeting: January 28, 2021 Prepared By: Brad Martens Topic: Bellwether Park Improvement Project - Boardwalk Action Required: Direction Summary: Trail plans in the Bellwether development include a boardwalk to connect a portion of the community to the planned open space/neighborhood park. The draft alignment is attached to this report. Over the past couple of years, the Parks and Trails Commission has reviewed boardwalk designs and discussed park improvement priorities. Most recently, at the September 17, 2020 meeting, the Parks and Trails Commission recommended proceeding with the boardwalk project in 2021. The next step is for the City Council to review that recommendation. The cost of the boardwalk is to be shared by the developer and the City of Corcoran. The development agreement for the Bellwether development includes a capped amount for park dedication contribution which is a mixture of land and cash. Any amount over that cap is the responsibility of the City. While a formal design and quote needs to be completed to have a firm estimate, it is assumed that the overall cost of the boardwalk to be $350,000-$450,000 with a City contribution between $100,000-$200,000. These are estimates based upon quotes the developer received in 2019. It is requested that the City Council provide staff direction on whether or not to proceed with this project in 2021. Financial/Budget: The Park Dedication Fund has a cash balance of $828,895.60. The City portion of the costs would be paid from this fund. Additional park dedication funds will be received as development continues throughout the city. Additional future park improvements requiring investment include the following: • City Park • Ravinia open space park • Bellwether open space park • Bellwether neighborhood park • Town square park • Trails along County Roads Options: 1. Take no action and defer boardwalk construction until a future time 2. Direct staff to begin design work for boardwalk construction in 2021 including obtaining quotes for construction; direct the Parks and Trails Commission to review quotes and make a recommendation to Council Page 2 Recommendation: Staff supports the Parks and Trails recommendation to d irect staff to begin design work for boardwalk construction in 2021 including obtaining quotes for construction; and directing the Parks and Trails Commission to review quotes and make a recommendation to Council Council Action: Consider a motion to direct staff to begin design work for boardwalk construction in 2021 including obtaining quotes for construction; direct the Parks and Trails Commission to review quotes and make a recommendation to Council Attachments: 1. Boardwalk Exhibit STAFF REPORT Agenda Item 10d. Council Meeting: January 28, 2021 Prepared By: Brad Martens Topic: 2021 Legislative Priorities Action Required: Approval Summary: The 2021 legislative session began on January 4th and must end by May 17, 2021. As in previous years, staff will work with legislators to promote the priorities of the City of Corcoran and to attempt to eliminate legislation hurtful to the City. Additionally, the League of Minnesota Cities and Metro Cities will advocate on behalf of their member cities which includes Corcoran. In order to communicate effectively with the legislators, it is requested that the City Council review proposed legislative priorities and provide staff with direction for those conversations. Attached to this report is a draft document showing draft legislative priorities. Financial/Budget: N/A Options: 1. Approve 2021 legislative priorities as presented. 2. Approve 2021 legislative priorities with amendments. Recommendation Approve 2021 legislative priorities as presented. Council Action: Consider a motion to approve 2021 legislative priorities. Attachments: 1. Draft 2021 legislative priorities for the City of Corcoran CITY OF CORCORAN 2021 Legislative Priorities Thank you for taking the time to review the legislative issues affecting the City of Corcoran. The City appreciates your help in furthering our mission to provide high quality public services in a cost effective, responsible, and professional manner in order to create a preferred environment to live, work, play, and conduct business. Topic #1: General Government • Local Decision-Making Authority: The City opposes legislation that erodes local decision making and control. We believe that decision making happens best at the local level. • Unfunded Mandates: Many bills passed by the legislature and adopted into law have direct effects on cities. Bills should include language stating that additional costs from State requirements must be paid for with State allocated funds. Additionally there are often bills introduced which require additional reporting from cities. This affects smaller communities the hardest which have the fewest staff. Existing unfunded mandates should be modified or repealed where possible; no additional statewide mandates should be enacted unless full funding for the mandate is provided; cities should not be forced to comply with unfunded mandates. • Levy Limits: The City of Corcoran strongly opposes levy limits and other forms of levy restrictions imposed upon local governments. Topic #2: Transportation • Street Improvement District: Current law does not allow for the collection of transportation fees as cities develop other than the existing 429 process which is overly burdensome on existing property owners. The City supports the option to create a street improvement district to dedicate funds towards transportation improvements as development takes place similar to the existing authority to impose fees on new development of other infrastructure such as water, sanitary and storm sewer, and park purposes. • State Aid Funds: The City of Corcoran roads deteriorate on a more aggressive pace due to the amount of pass through traffic. Although the City receives some state aid funds, the amount is nowhere near the level needed to offset the additional maintenance costs. Additional funding should be provided. Topic #3: Housing and Land Use • City Role in Planning: Cities facilitate the development of housing via land use planning, zoning ordinances, subdivision regulations, and rental licensing. Cities should have sufficient authority and flexibility to promote housing types best suited to meet local needs, public purposes and goals. Corcoran strongly opposes any effort to reduce, alter, or interfere with city authority to carry these functions in a locally determined manner. Topic #4: Fiscal Reform • Local Government Aid: The City of Corcoran receives no local government aid despite ever increasing costs to maintain infrastructure for those who do not live in the City. Formula adjustments should be made to consider costs attributed to non -residents travelling through and utilizing infrastructure. Topic #5: Officer or Firefighter Disability Funding • Minnesota Statute 299A.465 required cities to pay health insurance costs for officers or firefighters following disability. This requirement placed on cities by the State of Minnesota should be funded and not fall on individual cities. Topic #6: School Funding • Inadequate school funding leads to discrepancies based upon which district has the highest tax capacity. Corcoran sends students to five school districts, more rural districts such as Rockford and Buffalo do not have access to resources equal to high tax capacity districts such as Wayzata and Osseo. This places an undue burden on property owners and reduces the ability to provide a high quality education without cutting important after school programs important for student development. Sincerely, Brad Martens, City Administrator bmartens@ci.corcoran.mn.us 763-400-7030 Corcoran City Council Mayor Tom McKee Councilmember Jonathan Bottema Councilmember Jeremy Nichols Councilmember Alan Schultz Councilmember Manoj Thomas STAFF REPORT Agenda Item 10e. Council Meeting: January 28, 2021 Prepared By: Brad Martens Topic: Covid-19 Pay Extension Action Required: Approval Summary: On March 26, 2020, the City Council approved a COVID-19 Pay program in line with requirements of the federal government. The approved program is attached to this report. The program expired at the end of 2020. Due to the extended impact of the COVID-19 pandemic, staff is requesting the Council extend this program through June 30, 2021. The extension would not increase any hours available to any individual. Those that have used hours would not receive any additional hours. Through the initial program, two staff have used COVID-19 pay. Financial/Budget: Extending the program would allow another type of leave to react to the needs of the pandemic including individual/family quarantines, caring for individuals, etc. as outlined in the program. There are no direct budget costs other than employees not utilizing their PTO banks for these specific instances. Options: 1. Extend the COVID-19 Pay program through June 30, 2021. 2. Decline to extend COVID-19 Pay program Recommendation: The need for quarantines and family care continues to be just as important as 2020. Staff recommends extending the COVID-19 Pay program through June 30, 2021. Council Action: Consider a motion to extend the COVID-19 Pay program through June 30, 2021. Attachments: 1. Previously approved COVID-19 Pay program City of Corcoran COVID-19 Pay Guidelines – Subject to change at any time Effective April 2, 2020, full-time staff who are required to be off work due to COVID-19, are authorized to use up to 80 total hours of COVID-19 Pay. Part-time staff are authorized to receive COVID-19 pay for his or her average number of work hours in a two-week period. The total number of hours given will be established at the time of leave. The information provided here is based on information available at this time; if at some point in the future we receive further guidance in conflict with this information, we will make appropriate adjustments at that time COVID-19 Pay is based upon an employee's base pay rate. COVID-19 Pay does not include overtime, supplemental pay, and/or other additional pay unless authorized by law and may not be compounded, stacked, or pyramided. Below are examples of how employees would be treated under various scenarios. Description Full-time Part-time Temp/Seasonal Employee is sick - not related to COVID-19 1) Comp-time 2) PTO 3) Extended Leave Bank Unpaid Unpaid Employee with confirmed or suspected COVID-19, as determined by employee's health care provider. If you are not able to secure a medical certification from your medical provider, contact your supervisor. COVID-19 Pay until exhausted followed by employee use of accrued Comp-time, PTO, and extended leave. Medical certification may be required COVID-19 pay for his or her average number of work hours in a two-week period. Medical certification may be required. This total number is to be established at time of leave and does not restart with an additional leave. COVID-19 pay for his or her average number of work hours in a two-week period. Medical certification may be required. This total number is to be established at time of leave and does not restart with an additional leave. Confirmed COVID-19 contracted from exposure at work. Workers' Comp supplemented with Injured On Duty or COVID-19 pay, as applicable. Subject to approval by Work Comp provider. Workers' Comp supplemented with COVID-19 pay. Subject to approval by Work Comp provider. Workers' Comp supplemented with COVID-19 pay. Subject to approval by Work Comp provider. Employee must leave work to care for a sick family member(s) - not related to COVID-19 1) Comp-time 2) PTO 3) Extended Leave Bank Unpaid Unpaid Employee must leave work to care for a family member(s) with confirmed or suspected COVID-19, as determined by a licensed health care provider. If you are not able to secure a medical certification from your medical provider, contact your supervisor. COVID-19 Pay until exhausted followed by employee use of accrued Comp-time, PTO, and extended leave. Medical certification may be required COVID-19 pay for his or her average number of work hours in a two-week period. Medical certification may be required. This total number is to be established at time of leave and does not restart with an additional leave. COVID-19 pay for his or her average number of work hours in a two-week period. Medical certification may be required. This total number is to be established at time of leave and does not restart with an additional leave.. Description Full-time Part-time Temp/Seasonal Extended FMLA Leave. Employee unable to work because they need to care for a son or daughter under 18 years of age whose school or place of care has been closed. Employer will attempt to find work to complete remotely if possible; if not possible, the first 10 days employee may choose to use PTO or other paid or unpaid leave or may elect to use the COVID-19 Pay described above , following 10 weeks paid at two-thirds the regular rate of pay for the number of hours the employee would otherwise be normally scheduled to work. The 10 weeks of pay is capped at $200 per day ($10,000 in the aggregate). IF employed at least 30 days: First 10 days paid in accordance with COVID-19 Pay described above; following 10 weeks paid at two-thirds the regular rate of pay for the number of hours the employee would otherwise be normally scheduled to work. The 10 weeks of pay is capped at $200 per day ($10,000 in the aggregate). If employed at least 30 days: First 10 days paid in accordance with COVID-19 Pay described above; following 10 weeks paid at two-thirds the regular rate of pay for the number of hours the employee would otherwise be normally scheduled to work. The 10 weeks of pay is capped at $200 per day ($10,000 in the aggregate). Negative Leave Balances: Employees with insufficient paid leave may request authorization to allow leave balances to become negative. The City Administrator will review requests on a case by case basis. Carryover: COVID-19 Pay shall not carry over from one year to the next. Ability to send an employee home Supervisors have the authority to send employees home who are sick and may require a note from a medical provider in order to return. STAFF REPORT Agenda Item 10f. Council Meeting: January 28, 2021 Prepared By: Brad Martens Topic: Schedule Work Session – Northeast Water Supply Planning Action Required: Schedule Work Session Summary: The City is in the initial process of establishing a water supply system to serve the City in northeast Corcoran. Major decisions will need to be made this year on potential investments into the system. It is requested that a work session be scheduled at 5:30 pm on February 11, 2021 to discuss water supply planning. Financial/Budget: Investments in a water system need to be supported by the water fund. If the water fund is unable to pay for the improvements, the general fund would be impacted. Options: 1. Schedule a work session for 5:30 pm on February 11, 2021. 2. Decline to schedule a work session. Recommendation: Schedule a work session for 5:30 pm on February 11, 2021. Council Action: Schedule a work session for 5:30 pm on February 11, 2021. Attachments: None Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 MEMORANDUM 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net DATE January 20, 2021 TO Brad Martens CC City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planning Applications Projects/Comments in blue italics are new Project marked with an * have moved from active to complete. The following is a summary of project status for current, active projects: 1.Certificate of Compliance for the Orht property located at 20600 County Road 30 (PID 11-119- 23-23-0004) (city file no. 20-038). The request is to allow ground mounted solar on the residential property. The application is currently incomplete pending a certificate of survey/site plan, but may be administratively approved if the ordinance standards are met. 2.Final Plat and Final Planned Unit Development for “Tavera” (city file no. 20-042). The application for the first phase of this development includes 33 single family homes south of the main entrance off County Road 116. The item is currently incomplete, but will be scheduled for Planning Commission and City Council action when complete. 3.Final Plat for the Property located at 23825 Tessmer Road (PID 07-119-23-22-0001) and 10005 CR 19 (PID 07-119-23-21-0002) (city file no. 20-043). The applicant is requesting final plat approval for the subdivision which will create three lots and one outlot. The item is currently incomplete, but will be scheduled for City Council action when complete. 4.Preliminary Plat and Final Plat for “Hunters Place 2nd Addition” at 10110 CR 116 (PID 12-119-23- 22-0001) (city file no. 20-044). The City is requesting approval of a subdivision to create two lots – one for the existing Lother home and one for the new city well site. The item has been scheduled for a public hearing at the February 4th Planning Commission meeting and City Council action on February 25th. 5.Interim Use Permit for an Accessory Dwelling Unit at 6330 Snyder Road (PID 35-119-23-43- 0002) (city file no. 20-045). Kevin Henn has requested approval of an accessory dwelling unit in an accessory building. The item has been scheduled for a public hearing at the February 4th Planning Commission meeting and City Council action on February 25th. 6.Variance for a front yard setback reduction at 20795 Larkin Road (PID 27-119-23-41-0013) (city file no. 20-046). Nate Kariniemi has requested approval for a setback variance for construction of a new home on a lot he recently subdivided. The item has been scheduled for review at the February 4th Planning Commission meeting and City Council action on February 25th. 7.Rezoning, Preliminary Plat and Preliminary PUD Plan for Cook Lake Highlands (PID 25-119-23- 14-0003) (city file no. 20-047). Trek Development has requested approval for a mixed use development with a senior co-op, market rate apartment, villa homes, day care and memory care. This item is tentatively scheduled for a public hearing at the March 4th Planning Commission meeting and City Council action on March 25th. Agenda Item 11a. MEMORANDUM 2 8. Wright-Hennepin Cooperative Electric Association request for Wetland Waiver, Preliminary Plat, Variance and Administrative Permit at 19835 Larkin Road. (PID 25-119-23-32-0001) (city file 20-048). The applicant has submitted a request for a new electric substation on the southwest portion of the site. The wetland waiver is scheduled for Council review on January 28th. The preliminary plat, variance and administrative permit are scheduled for a public hearing at the Planning Commission on February 4th and City Council action on February 25th. 9. Preliminary Plat and Variance for the Property located at 23020 Strehler Road (PID 17-119-23- 32-0003) (city file no. 20-049). Greg Franzen has requested approval of a subdivision to create three lots and a variance from the minimum lot frontage standards. The application is currently incomplete and will be scheduled for Planning Commission and City Council action when complete. 10. PUD Sketch Plan Review for Van Blaricom and Schober properties for “Bellwether” (PID 01- 119-23-34-0002 and 01-119-23-43-0002) (city file no. 20-050). Pulte Homes has submitted a request for sketch plan review for a mix of single family homes and villa homes on the 77 acre site. The concept plan has been scheduled for City Council review on January 28th. 11. Initiation of Agricultural Preserve Expiration at 19550 Schutte Farm Road (PID 13-119-23-21- 0006) (city file no. 21-001). Tom and Ann Schlangen have requested expiration of the Agricultural Preserve designation. The item has been scheduled for City Council review on January 28th. 12. Concept Plan Review for a New Warehouse / Storage Facility at 22400 State Highway 55 (PID 32-119-23-44-0001) (city file no. 21-002). Craig Scherber has submitted a request for concept plan review for a storage facility. Staff is reviewing the application and when complete will schedule for City Council review. 13. Interim Use Permit (IUP) for a Conditional Home Occupation License (CHOL) at 23405 CR 30 (PID 07-119-23-42-0003) (city file no. 21-003). Jason Larson has requested approval of an IUP for a CHOL to allow auto detailing. The application is currently incomplete and will be scheduled for Planning Commission and City Council action when complete. 14. Conditional Use Permit and Site Plan for a new NAPA at 19905 75th Avenue (PID 26-119-23-11- 0040) (city file no. 21-004), REH Auto LLC has requested approval of a conditional use permit and site plan for a new 16,400 sq. ft. building. Staff is reviewing the application for completeness. The item is tentatively scheduled for Planning Commission and City Council review in March. The following projects were recently acted upon and will be closed out: 1. *Final Plat for Kariniemi Addition at 6780 Rolling Hills Road and 6855 Willow Drive (PID 33-119- 23-22-0004 and 33-119-23-21-0001) (PID 36-119-23-24-0045) (city file 20-036). The applicant has requested final plat approval, but has not addressed the preliminary plat conditions regarding the wetland delineation. The final plat was approved at the December 21, 2020 City Council meeting and the easement vacation was approved at the January 14, 2021. 2. *Rezoning for the property located at 23240 County Road 30 (PID 07-119-23-13-0003) (city file no. 20-040). The request from T. Scherber Demolition & Excavating is to rezone the property from Transitional Rural Commercial to Rural Commercial. The applicant would initially use the existing accessory structure for vehicle storage as allowed by the existing CUP and would transition the home to office space. The Planning Commission recommended approval of this item at the December 3rd public hearing and the request was approved by the Council on December 21, 2020. City of Corcoran 2021 City Council Schedule Agenda Item 13. February 3, 2021 – 4:00 pm • Goal Setting Work Session continued February 11, 2021 – Work Session (5:30 pm?) tentative • Northeast Water Supply Planning February 11, 2021 • Water Fee Feasibility Study Discussion – Recommend Future Stormwater Fee • Fire Sub-committee Report Work Plan • Code Enforcement Violation – Westside Tire • Closed Session – Offers for Southeast Watermain Improvement Project • Discussion on potential of paving gravel roads • City Council Agenda Format Discussion • Finance Staff Planning • Potential Land Sale – PID 35-119-23-42-0035 February 25, 2021 • Discuss ordinance amendment to address non-residential users in the residential zoning district • Commissioner appointments – Planning Commission/Parks and Trails Commission • Planning Commission Annual Report • Parks and Trails Commission Annual Report • Recreational Vehicle Ordinance Discussion* • Hunters Ridge 2nd Addition – City well site • Interim Use Permit for Accessory Dwelling Unit • Karinemi Variance • Active Corcoran Planning Applications • Wright Hennepin Preliminary Plat and Final Plat March 11, 2021 • Charter Commission Appointment (review applications) • Discussion on Open Book meeting vs. Local Board of Appeals and Equalization (December 1 deadline) • Diamond Lake Regional Trail Corridor Update – Approve Preferred Route